Agenda, closed session — Adelanto City Council, June 28, 2023 (part 1 of 2)

AGENDA

REGULAR MEETING

OF THE ADELANTO CITY COUNCIL,

ADELANTO PUBLIC FINANCING AUTHORITY,

ADELANTO PUBLIC UTILITY AUTHORITY,

ADELANTO COMMUNITY BENEFIT CORPORATION,

AND THE SUCCESSOR AGENCY BOARD
June 28, 2023

City Council
Gabriel Reyes, Mayor
Daniel Ramos, Mayor Pro Tem
Joy Jeannette, Councilor
Angelo Meza, Councilor
Amanda Uptergrove, Councilor
City Manager
Jessie Flores
City Attorney
Todd Litfin
Meetings held:
2 nd & 4th Wednesday
Adelanto Governmental Center
City Council Chambers
11600 Air Expressway, Adelanto
Closed Session: 6:00 p.m.

Open Session: 7:00 p.m.

NOTE: PLEASE TURN CELL PHONES OFF OR PLACE THEM ON VIBRATE DURING THE CITY COUNCIL MEETING AS A COURTESY TO OTHERS. Thank you, Administrative Staff The City Council Agenda packet may be reviewed by the public at the reception counter in City Hall. Any writings or documents pertaining to an open session item, provided to a majority of the City Council within 72 hours of a regular meeting, shall be made available for public inspection at the reception counter in City Hall at 11600 Air Expressway, Adelanto, CA 92301, during normal business hours. Members of the public can view the agenda or download any staff reports in advance by accessing the City website at www.ci.adelanto.ca.us on Thursday the week before the scheduled meeting.

The public may view the meeting or participate / comment remotely as follows:
• All of our meetings are streamed live at
https://adelanto.granicus.com/ViewPublisher.php?view_id=1 and are also available for playback after the meeting.
• Participate via zoom please log in using any of the options below:
• Teleconference
https://zoom.us/j/93146444676?pwd=YVU5anBFak1xSFZ4emNnNW9FNExiQT09 Or Telephone:
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Webinar ID: 931 4644 4676
Passcode: 7601
Submit written comments:

We encourage submittal of written comments supporting, opposing, or otherwise commenting 1 REGULAR MEETING
June 28, 2023
11600 Air Expressway • Adelanto, CA 92301 • (760) 246-2300 • www.ci.adelanto.ca.us on an agenda item, for distribution to the City Council prior to the meeting. Send emails to [email protected]; written correspondence may be sent to Brenda Lopez, 11600 Air Expressway Adelanto CA 92301.

Rules of Decorum
“Members of the Public are advised that all PAGERS, CELLULAR TELEPHONES and any OTHER COMMUNICATION DEVICES are to be turned off upon entering the City Council Chambers.” If you need to have a discussion with someone in the audience, kindly step out into the lobby. Under the Government Code, the City Council may regulate disruptive behavior that impedes the City Council Meeting.

Disruptive conduct may include, but is not limited to:
• Screaming or yelling during another audience member’s public comments period; • Profane language directed at individuals in the meeting room; • Throwing objects at other individuals in the meeting room; • Physical or verbal altercations with other individuals in the meeting room; and • Going beyond the allotted three-minute public comment period granted.

When a person’s or group’s conduct disrupts the meeting, the Mayor or presiding officer will request that the person or group stop the disruptive behavior, and WARN the person or group that they will be asked to leave the meeting room if the behavior continues.

If the person or group refuses to stop the disruptive behavior, the Mayor or presiding officer may order the person or group to leave the meeting room, and may request that those persons be escorted from the meeting room. Any person who, without authority of law, willfully disturbs or breaks up a City Council meeting is guilty of a misdemeanor. (Pen. Code, § 403.) It should also be noted that any person who WILLFULLY disturbs or breaks up the City Council meeting may be arrested for a misdemeanor offense. (Penal Code, § 403.)

MEMBERS OF THE PUBLIC WISHING TO ADDRESS THE CITY COUNCIL MEMBERS

ARE REQUIRED TO FILL OUT A SPEAKER REQUEST FORM AND PLACE IT IN THE TRAY ON THE PODIUM PRIOR TO MEETING. Thank you, Administrative Staff The City Council packet may be reviewed by the public at the reception counter in City Hall. Any writings or documents pertaining to an open session item, provided to a majority of the City Council Members within seventy-two (72) hours of a Regular Meeting and twenty-four (24) hours of a Special Meeting. Members of the public can view the agenda or download any staff reports in advance by accessing the City’s website at www.ci.adelanto.ca.us on the Thursday of the week before the scheduled meeting.

AMERICANS WITH DISABILITIES ACT: In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please contact the City Clerk at (760) 246-2300, ext. 11123, no later than seventy-two (72) hours prior to the meeting per 28 CFR 34.102.104.
2 REGULAR MEETING
June 28, 2023
11600 Air Expressway • Adelanto, CA 92301 • (760) 246-2300 • www.ci.adelanto.ca.us TIME: _____________
ROLL CALL: Councilor Jeannette ________
Councilor Meza ________
Councilor Uptergrove ________
Mayor Pro Tem Ramos ________
Mayor Reyes ________

1. City Manager to announce if there is any addition/removal of items from the agenda.

C. APPROVAL OF AGENDA
D. ANNOUNCEMENT OF CLOSED SESSION ITEMS

1. CONFERENCE WITH LEGAL COUNSEL − EXISTING LITIGATION PURSUANT TO GOVERNMENT CODE §54956.9(d)(1). (two cases)
▪ a. Gabriel Elliot v. City of Adelanto, et al. (San Bernardino Superior Court Case No. CIVDS1828311)
• City of Adelanto v. 3M Company et al., Civil Case No.: Case No. 2:22-cv03591-RMG E. PUBLIC COMMUNICATION ON CLOSED SESSION ITEMS
F. CONVENE INTO CLOSED SESSION
TIME: _____________

1. Motion to go into Closed Session.

M__________________S__________________ACTION__________________ A. CALL TO ORDER—CLOSED SESSION
B. DELETIONS/ADDITIONS TO AGENDA
3 REGULAR MEETING
June 28, 2023
11600 Air Expressway • Adelanto, CA 92301 • (760) 246-2300 • www.ci.adelanto.ca.us TIME: _____________
ROLL CALL: Councilor Jeannette ________
Councilor Meza ________
Councilor Uptergrove
Mayor Pro Tem Ramos ________
Mayor Reyes ________
INVOCATION:

FLAG SALUTE: ______________________
H. CLOSED SESSION REPORT
I. CITY MANAGERS ANNOUNCEMENTS AND REPORT
J. CITY COUNCIL ANNOUNCEMENTS AND REPORTS
K. PRESENTATIONS
L. PUBLIC COMMUNICATIONS
This is the time and place for members of the public to comment on any matter within the jurisdiction of the City Council. Members of the public wishing to address the City Council Members on items not on the agenda can push *9 on their telephones to raise their hands. The City Clerk will call on you in the order received. You will be asked to un-mute - to do so you must push *6. Please state your name for the record. There is a time limit of three (3) minutes.

Members of the audience may address the City Council on non-agenda items; however, in accordance with Government Code section 54954.2, the City Council may not take action on an item not appearing on the agenda
G. CALL TO ORDER—REGULAR MEETING
4 REGULAR MEETING
June 28, 2023
11600 Air Expressway • Adelanto, CA 92301 • (760) 246-2300 • www.ci.adelanto.ca.us M. CONSENT CALENDAR
Items on the Consent Calendar are considered routine in nature and non-controversial, and require no further discussion by the City Council. They may be acted on in one motion unless a member of the City Council requests a separate discussion on an item.

MOTION APPROVING THE CONSENT CALENDAR AS PRESENTED

1. Waiver of Full Reading of Ordinances. Proposed action to waive full reading (except title) of all ordinances appearing on this City Council agenda as authorized by Government Code Section 36934, unless otherwise directed by the City Council.

2. Receive and file Community Safety Department Second Quarter Report. – 2023

3. Consideration of Resolution No. 23-61 to continue the budget for the Fiscal year Commencing July 1, 2022. and ending June 30, 2023.

RESOLUTION NO. 23-61

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

ADELANTO, COUNTY OF SAN BERNARDINO,

CALIFORNIA, ADOPTING A RESOLUTION TO CONTINUE

THE BUDGET FOR THE FISCAL YEAR COMMENCING JULY
1, 2022, AND ENDING JUNE 30, 2023

4. Approval of Warrant:
a. Approval of City of Adelanto Warrant, 22/23-12-02 – 148803 through148985 in the total amount of $5,332,035.26.
b. Approval of City of Adelanto EFT No. N/A
M__________________S__________________ACTION__________________ 5 REGULAR MEETING
June 28, 2023
11600 Air Expressway • Adelanto, CA 92301 • (760) 246-2300 • www.ci.adelanto.ca.us N. ADELANTO PUBLIC UTILITY AUTHORITY CONSENT CALENDAR
Items on the Consent Calendar are considered routine in nature and non-controversial, and require no further discussion by the City Council. They may be acted on in one motion unless a member of the City Council requests a separate discussion on an item.

PUBLIC COMMENT: OPEN: CLOSED:

2. Consideration of Resolution No. 23-02 to continue the Budget for the APUA Fiscal Year Commencing July 1, 2022, and ending June 30, 2023.

RESOLUTION NO. 23-02

A RESOLUTION OF THE BOARD OF DIRECTORS OF THE

ADELANTO PUBLIC UTILITY AUTHORITY ADOPTING A

RESOLUTION TO CONTINUE THE BUDGET FOR THE APUA
FISCAL YEAR COMMENCING JULY 1, 2022, AND ENDING
JUNE 30, 2023

3. Receive and File Water Department Report.

4. Receive and File Sewer Department Report.

M__________________S__________________ACTION__________________ O. NEW BUSINESS
PUBLIC COMMENT: OPEN: CLOSED:

1. DESIGNATION OF VOTING DELEGATES AND ALTERNATES LEAGUE OF CALIFORNIA CITIES ANNUAL CONFERENCE AND EXPO, SEPT.20-22, 2023, SACRAMENTO SAFE CREDIT UNION CONVENTION CENTER AND CANCELLANTION OF THE SEPTEMBER 22, 2023,

COUNCIL MEETING (JESSIE/BRENDA)
RECOMMENDATION: Staff recommends that the City Council pick a Delegate and Alternate for the League of California Cities Annual Conference. It is recommended that the City Council Meeting of September 22, 2023, be canceled due to the Council attending the Conference.

M__________________S__________________ACTION__________________ 6 REGULAR MEETING
June 28, 2023
11600 Air Expressway • Adelanto, CA 92301 • (760) 246-2300 • www.ci.adelanto.ca.us PUBLIC COMMENT: OPEN: CLOSED:

2. AUTHORIZATION TO PROCEED WITH VACATION OF VARIOUS STREETS CITYWIDE.) (SABA)
RECOMMENDATION: Staff recommends City Council authorize staff to proceed with an investigation and analysis for the vacation of a Various Streets Citywide.

M__________________S__________________ACTION____________________ PUBLIC COMMENT: OPEN: CLOSED:

3. PROSPECTIVE RESOLUTION ESTABLISHING THE CITY OF ADELANTO YOUTH ADVISORY COUNCIL. (CITY ATTORNEY)
RECOMMENDATION: Staff recommends that the City Council approve Resolution No. 23-62 establishing the City of Adelanto Youth Advisory Council.

RESOLUTION NO. 23-62

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

ADELANTO, COUNTY OF SAN BERNARDINO, STATE OF

CALIFORNIA, ESTABLISHING THE CITY OF ADELATO

YOUTH ADVISORY COUNCIL
M__________________S__________________ACTION____________________ P. ITEMS REMOVED FROM THE CONSENT CALENDAR
Q. FUTURE AGENDA ITEMS
City Councilmembers may request to receive a report, schedule a study session, or to place an item on a future City Council agenda regarding matters within the jurisdiction of the City Council. Requests require a motion, a second, and a majority vote of the City Council. Individual requests should be voted on separately. The City Manager shall work with City staff to respond to inquiries and requests as soon as practicable in an appropriate manner.

R. PUBLIC COMMUNICATIONS
This is the time and place for members of the public to comment on any matter within the jurisdiction of the City Council. Members of the public wishing to address the City Council Members on items not on the agenda can push *9 on their telephones to raise their hands. The City Clerk will call on you in the order received. You will be asked to un-mute - to do so you must push *6. Please state your name for the record. There is a time limit of three (3) minutes.

TIME OUT:

M__________________S__________________ACTION____________________

I, BRENDA LOPEZ, CITY CLERK OF THE CITY OF ADELANTO, OR MY DESIGNEE,

HEREBY CERTIFY THAT A TRUE, ACCURATE COPY OF THE FOREGOING AGENDA WAS POSTED ON JUNE 23, 2023, SEVENTY-TWO (72) HOURS PRIOR TO THE MEETING PER GOVERNMENT CODE 54954.2 IN THE GOVERNMENTAL CENTER’S DISPLAY CASE, 11600 AIR EXPRESSWAY, THE ADELANTO POST OFFICE, AND ADELANTO LIBRARY IN ADELANTO, CALIFORNIA.

Brenda Lopez, City Clerk, CMC
T. DECLARATION OF POSTING
8 REGULAR MEETING
June 28, 2023
11600 Air Expressway • Adelanto, CA 92301 • (760) 246-2300 • www.ci.adelanto.ca.us

YOUR CITY GOVERNMENT
CHARTER CITY: Ratified by the electors of the City at an election on November 3, 1992. “A Charter City can do what the Charter permits it to do, so long as there is not direct violation of the State Constitution.”
CITY COUNCIL: The City Council is the legislative and policy-making body of the City. The City Council is composed of one elected Mayor and four Council Members, elected at large (to represent the entire City), to serve four (4) year, staggered terms.

CITY MANAGER: The City Manager is the chief executive officer responsible for the day-to-day administration of City affairs.

CITY COUNCIL MEETING: The regular meeting of your City Council is a vital part of the democratic process in the conduct of the City’s affairs. These meetings are open to the public and conducted by your elected representatives who are responsible, as a body, for the operation of Adelanto’s City government. The City Council appreciates your interest and urges citizen participation in government matters.

LEGISLATIVE TERMS
ORDINANCES: Ordinances are the means by which the City enacts its local laws. Unless an urgent situation exists, ordinances will first be presented at a City Council meeting as a “first reading.” At a subsequent City Council meeting, there will be a “second reading” and vote for or against adoption. Ordinances go into effect after a waiting period of thirty (30) days, in most cases, during which time the summary of the ordinance is published in a local newspaper approved for this purpose.

RESOLUTIONS: Resolutions and minute orders are the means by which the City Council formally adopts policies and/or approves specific actions. These go into effect upon adoption 9 Adelanto City Hall ~ 11600 Air Expressway, Adelanto, CA 92301 ~ (760) 246-2300 ~ Fax (442) 249-1121

REGULAR MEETING

OF THE ADELANTO CITY COUNCIL

ADELANTO PUBLIC FINANCING AUTHORITY,

ADELANTO PUBLIC UTILITY AUTHORITY,

ADELANTO COMMUNITY BENEFIT CORPORATION,

AND THE SUCCESSOR AGENCY BOARD
JUNE 28, 2023
All of our meetings are streamed live at https://adelanto.granicus.com/ViewPublisher.php?view_id=1 and are also available for playback after the meeting.

Participate via zoom please log in using any of the options below:

Teleconference https://us06web.zoom.us/j/93146444676?pwd=YVU5anBFak1xSFZ4emNnNW9FNExiQT09

TIME TELECONFERENCE
To Participate and and Call in for public
comments:

Closed Session – 6:00 p.m. Please call 1-669-900-6833 along with conference code 931 4644 4676
Open Session – 7:00 p.m. Passcode: 7601

Dated: June 23, 2023 Brenda Lopez, City Clerk, CMC
10 CITY COUNCIL AGENDA REPORT
DATE: June 2023
TO: Honorable Mayor and City Council Members
FROM: Jessie Flores, City Manager
BY: Jerry Sanders Community Safety Officer
SUBJECT: RECEIVE AND FILE COMMUNITY SAFETY DEPARTMENT SECOND QUARTER REPORT – 2023
STAFF RECOMMENDATION:

Staff requests the City Council receive and file the Community Safety second quarter report for 2023 Community Safety Calls Received 831
CODE ENFORCMENT:

Property Inspections: 293
Apartment Inspections: 15
(NOV) Notice of Violations: 285
Complied 185
Warrants served: 1
Parking Notices issued: 148
Vehicles Complied 100
Vehicles Towed 26
In Progress 28
Administrative Citations issued: 69
ANIMAL CONTROL:

Animals Picked Up 398
Return to Owner 14
Owner Surrender 51
NOV’s issued to Public: 29
Animal bite reports taken: 7
Wild Life picked up: 12
Dog License Sold/Renewed 226 $7,458.00

FEES COLLECTED
Citation/Notice of Pendency Fees Collected $36,134.75
Citations issue
Administrative $57,300.00
Parking $ 8,725.00
Total $109, 617.75
11 CITY COUNCIL AGENDA REPORT
DATE: June 28, 2023
TO: Honorable Mayor and City Council Members
FROM: Jessie Flores, City Manager
BY: Angel Castellanos, Finance Director; Derik Despain, Senior Accountant SUBJECT: CONSIDERATION OF RESOLUTION NO. 23-61 TO CONTINUE THE BUDGET FOR THE FISCAL YEAR COMMENCING JULY 1, 2022 AND ENDING JUNE 30, 2023.

STAFF RECOMMENDATION:

It is recommended that the City Council adopt Resolution No. 23-61 to continue the budget for the Fiscal Year commencing July 1, 2022 and ending June 30, 2023.

BACKGROUND:

Article IX, Section 901 of the Charter of the City of Adelanto sets forth the process for the adoption of the annual budget. Staff presented the Mid-Year Budget Report at the regular City Council meeting on May 24, 2023. Since this update staff have been working to complete the Annual budget for Fiscal Year 2023/2024. At this time Staff estimates that the preliminary budget will be available for presentation to the Council at the end of July and final budget in August.

Considering that the current Fiscal Year (FY) 2022/2023 budget and spending authority ends on June 30, 2023, it is necessary for the City Council to authorize continued spending, via the attached Resolution No. 23-61, after such date and until the FY23/24 budget is adopted.

FISCAL IMPACT:

None at this time. The fiscal impact will be included as part of the FY23/24 budget.

ATTACHMENTS:

1. Resolution 23-61 – Authorization to Continue the Budget 12 RESOLUTION NO. 23-61

A RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF ADELANTO, COUNTY OF SAN BERNARDINO,

CALIFORNIA, ADOPTING A RESOLUTION TO

CONTINUE THE BUDGET FOR THE FISCAL YEAR
COMMENCING JULY 1, 2022 AND ENDING JUNE 30, 2023
WHEREAS, the City has duly passed the Fiscal Year 2022/2023 budget; and WHEREAS, the presentation of the Fiscal Year 2023/2024 budget has been delayed; and WHEREAS, the Fiscal Year 2022/2023 budget ends on June 30, 2023; and WHEREAS, the City Council deems it appropriate to continue the operation of City services until the passage of the Fiscal Year 2023/2024 budget; and WHEREAS, the City is authorized to adopt a resolution that continues expenditures under the prior year’s budget as necessary to authorize the expenditure of City funds before the City Council adopts a budget for the new fiscal year.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF ADELANTO DOES HEREBY RESOLVE AS FOLLOWS:

SECTION 1. The recitals set forth above are true and correct and are hereby incorporated into this Resolution.

SECTION2. The City Council of the City of Adelanto does continue the Fiscal Year 2022/2023 annual budget in full force and effect until August 30, 2023 or adoption of the Fiscal Year 2023/2024 budget, except for capital expenditures which may require City Council approval.

SECTION 3. The City Clerk shall certify to the adoption of this Resolution and enter it into the book of original resolutions.

SECTION4. This Resolution shall become effective immediately upon its adoption. 13 Resolution No. 23-61

Page 2 ends

PASSED, APPROVED AND ADOPTED this 28th day of June, 2023. ______________________________
Gabriel Reyes, Mayor
_______________________________
Brenda Lopez, City Clerk
14 Resolution No. 23-61

Page 3 ends

I, Brenda Lopez, City Clerk of the City of Adelanto, California, do hereby certify that the foregoing Resolution No. 23-61 was duly and regularly adopted at a meeting of the City Council of the City of Adelanto on this 28th day of June, 2023 be the following vote to wit:

AYES: Council Members Evans, Jeannette, Jones, Mayor Pro Tem Ramos, and Mayor Reyes NOES: None
ABSENT: None
ABSTAIN: None
IN WITNESS THEREOF, I hereunto set my hand and affix the official seal of the City of Adelanto on the 28th day of June, 2023.
______________________________
Brenda Lopez, City Clerk
15 CITY COUNCIL AGENDA REPORT
STAFF RECOMMENDATION:

Staff recommends that City Council review and ratify Warrant Demand Schedule 22/23-12-02.

1. City of Adelanto Check Warrant No. 148803 through 148985 in the total amount of $5,332,035.26.

2. City of Adelanto EFT No. N/A
BACKGROUND:

All payments have been reviewed in accordance with policies for processing payments and expenditures.

FISCAL IMPACT:

Summary of Payments issued:

Total Number of Payments: 183
Total Amount of Payments: $ 5,332,035.26
ATTACHMENTS:

1. Payment Check Register – Check No. 148803 through 148985

2. Payment EFT Register – N/A
DATE: June 28, 2023
TO: Honorable Mayor and City Council Members
FROM: Jessie Flores, City Manager
BY: Finance Department
SUBJECT: WARRANT DEMAND SCHEDULE 22/23-12-02
16 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
04000013-01 - CITY OF ADELANTO GENERAL CHKG
Check
148803 05/23/2023 Open Accounts Payable ADVANCED APPLIED ENGINEERING, INC dba I.E.
$113,546.00
Invoice Date Description Amount
28168 12/31/2022 1000.10 Prep of CEQA Documentation of Housing Element
$10,875.00
28248 01/31/2023 1000.10 Prep of CEQA Documentation of Housing Element
$10,250.00
28333 02/28/2023 1000.01 Engineering Services - Sept-Jan 2023 - OT $7,119.00 28325Revise 02/28/2023 1000.01 Engineering Services - February 2023 - OT $10,057.00 28385 03/31/2023 1000.01 Engineering Services - March 2023 - OT $12,204.00 28493 04/30/2023 1000.01 Engineering Services - April 2023 $63,041.00 148804 05/25/2023 Open Utility Management
Refund

HAIDER OR FATIMA SHARMEEN,

SYED, SAEED
$265.04
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 60011936-002 DEPOSIT REFUND FOR

CLOSED ACCOUNT
05/22/2023 MISC
148805 05/25/2023 Open Utility Management
Refund
OPENDOOR LABS INC. $93.34
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 70007006-003 REFUND FOR

OVERPAYMENT ON

CLOSED ACCOUNT
05/18/2023 REFUND ADJUSTMENT
148806 05/25/2023 Open Utility Management
Refund
OPENDOOR LABS INC. $104.98
Account Type Account Number Description Transaction Date Transaction Type R1NG 30011779-003 REFUND FOR

OVERPAYMENT ON

CLOSED ACCOUNT
05/23/2023 REFUND ADJUSTMENT
148807 05/25/2023 Open Utility Management
Refund
OPENDOOR LABS, INC $93.34
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 50012766-002 REFUND FOR

OVERPAYMENT ON

CLOSED ACCOUNT
05/23/2023 REFUND ADJUSTMENT
148808 05/25/2023 Open Utility Management
Refund
OPENDOOR LABS, INC. $93.34
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 00114221-002 REFUND FOR

OVERPAYMENT ON

CLOSED ACCOUNT
05/23/2023 REFUND ADJUSTMENT
148809 05/25/2023 Open Utility Management
Refund
OPENDOOR PROPERTY TRUST $104.98
Account Type Account Number Description Transaction Date Transaction Type R1NG 00014541-002 REFUND OVERPAYMENT

ON CLOSED ACCOUNT
05/23/2023 REFUND ADJUSTMENT
user: Anna Mosqueda AP Pages: 1 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 17 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
148810 05/25/2023 Open Utility Management
Refund
OPENDOOR PROPERTY TRUST $302.18
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 40007728-002 DEPOSIT REFUND FOR

INACTIVE ACCOUNT
05/23/2023 MISC
148811 05/25/2023 Open Utility Management
Refund
PARRADO, SANDRA $86.11
Account Type Account Number Description Transaction Date Transaction Type R1NG 30018886-004 DEPOSIT REFUND FOR

INACTIVE ACCOUNT
05/23/2023 MISC
148812 05/25/2023 Open Utility Management
Refund
TORRES, DAVID $189.19
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 60014405-006 DEPOSIT REFUND FOR

INACTIVE ACCOUNT
05/25/2023 MISC
148813 05/25/2023 Open Utility Management
Refund
UNDERGROUND SOLUTIONS, LLC $889.97
Account Type Account Number Description Transaction Date Transaction Type DV 20221503-001 DEPOSIT REFUND FOR

CLOSED ACCOUNT
05/22/2023 MISC
148814 05/25/2023 Open Utility Management
Refund
YIP, TAI $251.41
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 40007737-007 DEPOSIT REFUND FOR

CLOSED ACCOUNT
05/22/2023 MISC
148815 05/25/2023 Open Accounts Payable AMANDA UPTERGROVE $118.50 Invoice Date Description Amount
05242023 05/24/2023 Per Diem: League of California Cities Desert Mountain Meeting
$118.50
148816 05/25/2023 Open Accounts Payable Christensen Brothers General Engineering Inc.
$64,897.19
Invoice Date Description Amount
541-07Revised 03/24/2023 White Ave Water and Storm Drain Improvements $64,897.19 148817 05/25/2023 Open Accounts Payable CINTAS CORP #150 $559.60 Invoice Date Description Amount
4151618852 05/05/2023 Weekly Mat and Uniform Service - April 2023 $110.22 4152299914 04/12/2023 Weekly Mat and Uniform Service - April 2023 $89.78 4153020619 04/19/2023 Weekly Mat and Uniform Service - April 2023 $220.38 4153721681 04/26/2023 Weekly Mat and Uniform Service - April 2023 $139.22 148818 05/25/2023 Open Accounts Payable GA OSBORNE PIPE & SUPPLY INC. $368.51 Invoice Date Description Amount
101-60352-01 05/11/2023 Supplies for Maintenance for Parks $368.51 148819 05/25/2023 Voided Other reasons not
stated
05/31/2023 Accounts Payable GABRIEL REYES $118.50
Invoice Date Description Amount
05242023 05/24/2023 Per Diem: League of California Cities Desert Mountain Meeting
$118.50
user: Anna Mosqueda AP Pages: 2 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 18 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
148820 05/25/2023 Open Accounts Payable HESPERIA OUTDOOR EQUIPMENT $879.73 Invoice Date Description Amount
128852 05/11/2023 Supplies for Maintenance for Parks $879.73 148821 05/25/2023 Open Accounts Payable HIGH DESERT UNDERGROUND, INC.
$51,465.20
Invoice Date Description Amount
J2023-06-11 03/23/2023 Valve Replacement - Chamberlaine and Pearmain $51,465.20 148822 05/25/2023 Open Accounts Payable HOME DEPOT CREDIT SERVICES $2,500.27 Invoice Date Description Amount
3521970 03/30/2023 Cleaning Supplies for Public Works $123.87 3521969 03/30/2023 Safety Supplies for Public Works $275.66 9040918 03/24/2023 Supplies for Maintenance for LLMD $392.30 1545154 03/22/2023 Supplies for Maintenance for Parks $166.49 1040622 03/22/2023 Supplies for Maintenance for Marconi Park $370.74 6970744 04/26/2023 Supplies for Maintenance for Parks $81.93 6013858 04/26/2023 Supplies for Maintenance for Parks $223.08 6013857 04/26/2023 Supplies for Maintenance for Sheriffs Dept. $43.47 9535100 04/13/2023 Supplies for Maintenance for LLMD/Parks $252.05 2541378 04/10/2023 Supplies for Maintenance for PW $60.19 4974786 04/08/2023 Supplies for Maintenance for Parks $324.40 6974648 04/06/2023 Supplies for Maintenance for LLMD $186.09 148823 05/25/2023 Open Accounts Payable LOCAL EQUITY LLC $10,000.00 Invoice Date Description Amount
6012023 05/22/2023 Monthly Technical Assistance - Retainer for May 2023 $10,000.00 148824 05/25/2023 Open Accounts Payable MARY MANZO $1,698.50 Invoice Date Description Amount
107 05/23/2023 Janitorial Services: 05/16/23-05/31/23 $1,698.50 148825 05/25/2023 Open Accounts Payable MILLER EQUIPMENT CO. INC $358,732.82 Invoice Date Description Amount
1 04/30/2023 23-298 Auburn Ave & Johnathan St Improvements $358,732.82 148826 05/25/2023 Open Accounts Payable PARKHOUSE TIRE, INC. $903.15 Invoice Date Description Amount
2020117972 05/10/2023 Maintenance on Tractor $903.15
148827 05/25/2023 Open Accounts Payable PATTON SALES CORPORATION $420.71 Invoice Date Description Amount
4606168 05/09/2023 Supplies for Maintenance $173.46
4605932 05/08/2023 Supplies for Maintenance $247.25
148828 05/25/2023 Open Accounts Payable VERIZON WIRELESS $2,737.74 Invoice Date Description Amount
9934604474 05/10/2023 Phone Service from 04/11/23-05/10/23 Acct #642072690-00001
$2,737.74
148829 05/25/2023 Open Accounts Payable VULCAN $2,733.61 Invoice Date Description Amount
73592180 03/31/2023 Cold Mix Asphalt used on City Streets Maint. $275.19 73624086 04/28/2023 Cold Mix Asphalt used on City Streets Maint. $130.49 73640227 05/12/2023 Cold Mix Asphalt used on City Streets Maint. $247.83 73630487 05/03/2023 Cold Mix Asphalt used on City Streets Maint. $266.90 user: Anna Mosqueda AP Pages: 3 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 19 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
73645214 05/17/2023 Cold Mix Asphalt used on City Streets Maint. $270.45 73648311 05/19/2023 Cold Mix Asphalt used on City Streets Maint. $525.50 73648312 05/19/2023 Cold Mix Asphalt used on City Streets Maint. $367.54 73640228 05/12/2023 Cold Mix Asphalt used on City Streets Maint. $489.62 73630486 05/03/2023 Cold Mix Asphalt used on City Streets Maint. $130.49 416730 04/30/2023 Finance Charge $29.60
148830 05/31/2023 Open Accounts Payable BEINCHROTH-PAUSTELL, JOAN $44,184.00 Invoice Date Description Amount
JPAUS-ADEL23 04/11/2023 2021-22 Replacement Obligation Transfer $44,184.00 148831 05/31/2023 Open Accounts Payable BEINSCHROTH, ANDY $72,062.00 Invoice Date Description Amount
ABEIN-ADEL23 04/11/2023 2021-22 Replacement Obligation Transfer $72,062.00 148832 05/31/2023 Open Accounts Payable BUNNELL, DICK $6,312.00 Invoice Date Description Amount
BUNN-ADEL23 04/11/2023 2021-22 Replacement Obligation Transfer $6,312.00 148833 05/31/2023 Open Accounts Payable DEAN LOW $57,860.00 Invoice Date Description Amount
LOW-ADEL23 04/11/2023 2021-22 Replacement Obligation Transfer $57,860.00 148834 05/31/2023 Open Accounts Payable DLW REVOCABLE TRUST $20,514.00 Invoice Date Description Amount
DLW-ADEL23 04/11/2023 2021-22 Replacement Obligation Transfer $20,514.00 148835 05/31/2023 Open Accounts Payable DOLCH - PARTRIDGE, JUDITH $26,300.00 Invoice Date Description Amount
DOLC-ADEL23 04/11/2023 2021-22 Replacement Obligation Transfer $26,300.00 148836 05/31/2023 Open Accounts Payable DORA LAND $4,734.00 Invoice Date Description Amount
DORA-ADEL23 04/11/2023 2021-22 Replacement Obligation Transfer $4,734.00 148837 05/31/2023 Open Accounts Payable IAN BRYANT $8,416.00 Invoice Date Description Amount
BRYI-ADEL23 04/11/2023 2021-22 Replacement Obligation Transfer $8,416.00 148838 05/31/2023 Open Accounts Payable JENIFER FINCH $8,942.00 Invoice Date Description Amount
FINC-ADEL23 04/11/2023 2021-22 Replacement Obligation Transfer $8,942.00 148839 05/31/2023 Open Accounts Payable JEROME R. FISHER TRUST $183,574.00 Invoice Date Description Amount
FISH-ADEL23 04/11/2023 2021-22 Replacement Obligation Transfer $183,574.00 148840 05/31/2023 Open Accounts Payable JOHN AND DEVON ADES $9,468.00 Invoice Date Description Amount
ADES-ADEL23 04/11/2023 2021-22 Replacement Obligation Transfer $9,468.00 148841 05/31/2023 Open Accounts Payable KAREN BRUNEAU $2,104.00 Invoice Date Description Amount
BRUN-ADEL23 04/11/2023 2021-22 Replacement Obligation Transfer $2,104.00 148842 05/31/2023 Open Accounts Payable LUCKEY , CAROLYN $86,264.00 Invoice Date Description Amount
LUCK-ADEL23 04/11/2023 2021-22 Replacement Obligation Transfer $86,264.00 user: Anna Mosqueda AP Pages: 4 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 20 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
148843 05/31/2023 Open Accounts Payable MIKE BEINSCHROTH $32,612.00 Invoice Date Description Amount
BEINF-ADEL23 04/11/2023 2021-22 Replacement Obligation Transfer $32,612.00 148844 05/31/2023 Open Accounts Payable MOJAVE RESOURCE

MANAGEMENT
$20,660.56
Invoice Date Description Amount
MRM-ADEL23 04/11/2023 2021-22 Replacement Obligation Transfer $20,660.56 148845 05/31/2023 Open Accounts Payable NEWTON T. BASS A-1 $146,754.00 Invoice Date Description Amount
BASS-ADEL23 04/11/2023 2021-22 Replacement Obligation Transfer $146,754.00 148846 05/31/2023 Open Accounts Payable RAMOS, DANIEL $118.50 Invoice Date Description Amount
05312023 05/31/2023 Per Diem: League of California Cities Desert Mountain Meeting
$118.50
148847 05/31/2023 Open Accounts Payable RUE RANCH, INC $8,416.00 Invoice Date Description Amount
RUE-ADEL23 04/11/2023 2021-22 Replacement Obligation Transfer $8,416.00 148848 05/31/2023 Open Accounts Payable SEXTON, RODNEY, ALLEN $4,675.00 Invoice Date Description Amount
SEXT-ADEL23 04/11/2023 2021-22 Replacement Obligation Transfer $4,675.00 148849 05/31/2023 Open Accounts Payable WAKULA FAMILY TRUST $3,156.00 Invoice Date Description Amount
WAK-ADEL23 04/11/2023 2021-22 Replacement Obligation Transfer $3,156.00 148850 06/06/2023 Open Accounts Payable FLYERS ENERGY LLC. $5,553.81 Invoice Date Description Amount
CFS-3394209 04/15/2023 Fuel for Inspectors Vehicle - April 2023 $395.36 CFS-3407048 04/30/2023 Fuel for Inspectors Vehicle - April 2023 $308.83 CFS-3404999 04/30/2023 Fuel for Facility Maintenance - April 2023 $490.26 CFS-3405448 04/30/2023 Fuel for Animal Control - April 2023 $688.18 CFS-3405210 04/30/2023 Fuel for Code Enforcement - April 2023 $356.21 CFS-3406135 04/30/2023 Fuel for City Staff Carpool - April 2023 $696.39 CFS-3406014 04/30/2023 Fuel for Street Dept. - 2023 $2,618.58 148851 06/06/2023 Open Accounts Payable AAA TIRE SHOP $13,643.55 Invoice Date Description Amount
323 04/24/2023 Vehicle Maintenance $5,789.10
331 05/17/2023 Vehicle Maintenance $249.61
332 05/17/2023 Vehicle Maintenance $3,887.16
319 04/20/2023 Vehicle Maintenance $865.96
322 04/20/2023 Vehicle Maintenance $171.62
314 04/04/2023 Vehicle Maintenance $187.15
324 04/24/2023 Vehicle Maintenance $632.73
327 03/27/2023 Vehicle Maintenance $228.93
326 04/26/2023 Vehicle Maintenance $279.82
330 05/17/2023 Vehicle Maintenance $224.94
329 05/17/2023 Vehicle Maintenance $35.00
309 03/29/2023 Tire Patches on Two Mini Tractor Tires $110.00 321 04/20/2023 Vehicle Maintenance on Animal Control Truck $600.51 user: Anna Mosqueda AP Pages: 5 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 21 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
320 04/20/2023 Vehicle Maintenance on Code Enforcement Truck $381.02 148852 06/06/2023 Open Accounts Payable AMERICAN LEGAL PUBLISHING

CORPORATION
$495.00
Invoice Date Description Amount
25417 05/16/2023 Internet Renewal Period: 06/30/23-06/30/2024 $495.00 148853 06/06/2023 Open Accounts Payable BARSTOW HUMANE SOCIETY $7,520.00 Invoice Date Description Amount
04202023 04/20/2023 Animal Sheltering Fees - March 2023 $7,520.00 148854 06/06/2023 Open Accounts Payable BURKE, WILLIAMS & SORENSEN, LLP
$20,271.46
Invoice Date Description Amount
301450 05/19/2023 Professional Services Rendered through April 2023 $20,271.46 148855 06/06/2023 Open Accounts Payable CALIFORNIA TOOL & WELDING $113.59 Invoice Date Description Amount
786816 05/08/2023 Supplies for Maintenance $113.59
148856 06/06/2023 Open Accounts Payable CINTAS CORP #150 $466.66 Invoice Date Description Amount
4154422246 05/03/2023 Weekly Mat and Uniform Service - May 2023 $118.84 4155131066 05/10/2023 Weekly Mat and Uniform Service - May 2023 $120.37 4155827092 05/17/2023 Weekly Mat and Uniform Service - May 2023 $118.85 4156495016 05/24/2023 Weekly Mat and Uniform Service - May 2023 $108.60 148857 06/06/2023 Open Accounts Payable COUNTY OF SAN BERNARDINO (RECORDER)
$120.00
Invoice Date Description Amount
23-101527 05/09/2023 County Recording Fees - May 2023 $80.00 23-109217 05/17/2023 County Recording Fees - May 2023 $40.00 148858 06/06/2023 Open Accounts Payable COUNTY OF SAN BERNARDINO (REGISTRAR)
$10,924.00
Invoice Date Description Amount
3289 05/09/2023 Professional Services Rendered for Nov. 8th,2022 Election
$10,924.00
148859 06/06/2023 Open Accounts Payable CROMMIE, JUDITH $287.20 Invoice Date Description Amount
05302023 05/30/2023 PERS Healthcare Charge $287.20
148860 06/06/2023 Open Accounts Payable DSD-DISTRIBUTED SOLAR

DEVELOPMENT, LLC
$52,593.17
Invoice Date Description Amount
DSD002077 05/04/2023 ADE Consolidated Net Generation - April 2023 $52,593.17 148861 06/06/2023 Open Accounts Payable FANT, GINGER M. $372.55 Invoice Date Description Amount
05302023 05/30/2023 PERS Healthcare Charge $372.55
148862 06/06/2023 Open Accounts Payable GIC CORPORATION $3,915.41 Invoice Date Description Amount
114421 05/07/2023 Hauling of Bio Solids - April 2023 $3,915.41 user: Anna Mosqueda AP Pages: 6 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 22 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
148863 06/06/2023 Open Accounts Payable HACH COMPANY $1,648.48 Invoice Date Description Amount
13584698 05/15/2023 Controller Replacement $1,648.48
148864 06/06/2023 Open Accounts Payable HD KINGZ YOUTH FOOTBALL AND CHEER
$5,000.00
Invoice Date Description Amount
05242023 05/24/2023 Donation $5,000.00
148865 06/06/2023 Open Accounts Payable HIGH DESERT UNDERGROUND, INC.
$47,808.90
Invoice Date Description Amount
J2023-33-01 05/09/2023 Jonathan/Auburn Potholing $3,475.00 J2023-14-01 05/09/2023 WWTP Pond Maintenance / Grading $44,333.90 148866 06/06/2023 Open Accounts Payable HOME DEPOT CREDIT SERVICES $101.04 Invoice Date Description Amount
6512326 04/06/2023 Supplies for Maintenance for Streets Trailer $66.14 2522948 04/10/2023 Supplies for Trailer Light Repair $34.90 148867 06/06/2023 Open Accounts Payable IMPERIAL SPRINKLER SUPPLY, INC.
$687.00
Invoice Date Description Amount
0010529059-001 05/02/2023 Supplies for Maintenance for Parks $29.84 0010506169-001 05/01/2023 Supplies for Maintenance for Parks $280.05 0010684275-001 05/12/2023 Supplies for Maintenance for Parks $377.11 148868 06/06/2023 Open Accounts Payable INTERNATIONAL INSTITUTE OF

MUNICIPAL CLERKS
$225.00
Invoice Date Description Amount
05012023 05/01/2023 Annual Membership Fee thru 06/30/2024 $225.00 148869 06/06/2023 Open Accounts Payable KUPKA, GERALD $372.55 Invoice Date Description Amount
05302023 05/30/2023 PERS Healthcare Charge $372.55
148870 06/06/2023 Open Accounts Payable LEIBOLD MCCLENDON & MANN $904.50 Invoice Date Description Amount
4 05/17/2023 Professional Services Rendered through April 2023 $904.50 148871 06/06/2023 Open Accounts Payable NATIONAL NOTARY ASSOCIATION $69.00 Invoice Date Description Amount
06052023 06/05/2023 Notary Membership Renewal - Brenda Lopez $69.00 148872 06/06/2023 Open Accounts Payable NURSERY PRODUCTS, LLC $8,329.50 Invoice Date Description Amount
38315 05/01/2023 April 2023 Services $8,329.50
148873 06/06/2023 Open Accounts Payable PERC WATER CORPORATION $151,646.57 Invoice Date Description Amount
6026 05/08/2023 Water Operation & Maint. Reimbursements - April 2023
$864.08
5999 05/03/2023 Monthly Water Operation & Maint. Svcs - June 2023 $75,229.83 6016 05/04/2023 WWTP Operation & Maint. Reimbursements - April 2023
$6,100.56
5998 05/03/2023 Monthly WTTP Operation & Maint. Svcs - April 2023 $69,452.10 user: Anna Mosqueda AP Pages: 7 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 23 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
148874 06/06/2023 Open Accounts Payable POLYDYNE, INC. $16,356.46 Invoice Date Description Amount
1739398 05/16/2023 Clarifloc WE-1296 $8,178.23
1735998 05/03/2023 Clarifloc WE-1296 $8,178.23
148875 06/06/2023 Open Accounts Payable PRICE PAIGE & COMPANY $2,546.00 Invoice Date Description Amount
30616 03/31/2023 Professional Services Rendered: RECO City Successor Agency Fund
$1,553.00
30835 04/30/2023 Professional Services Rendered: RECO City Successor Agency Fund
$993.00
148876 06/06/2023 Open Accounts Payable ROADPOST USA INC. $133.90 Invoice Date Description Amount
RU08328922 04/07/2023 Satellite Phone Service for Sheriffs Dept.-04/07/23- 05/06/23
$66.95
RU08331171 05/07/2023 Satellite Phone Service for Sheriffs Dept.-05/07/23- 06/06/23
$66.95
148877 06/06/2023 Open Accounts Payable SAN BERNARDINO COUNTY FIRE

PROTECTION DISTRICT
$1,001,696.34
Invoice Date Description Amount
ADE2023-APR 04/01/2023 Fire Protection Services - April 2023 $500,848.17 ADE2023-MAY 05/01/2023 Fire Protection Services - May 2023 $500,848.17 148878 06/06/2023 Open Accounts Payable STAPLES ADVANTAGE $318.69 Invoice Date Description Amount
3538506237 05/20/2023 Office Supplies for Water Dept. $97.65 3538506236 05/20/2023 folder Class LGL for City Clerks $48.15 3536851104 04/29/2023 Folder Class 2 DIV LTR for City Clerks $67.23 3536851102 04/29/2023 Office Supplies for City Admin $105.66 148879 06/06/2023 Open Accounts Payable STATE OF CALIFORNIA

DEPARTMENT OF JUSTICE
$1,033.00
Invoice Date Description Amount
652250 05/03/2023 April 2023 Services $290.00
645852 04/05/2023 March 2023 Services $743.00
148880 06/06/2023 Open Accounts Payable T.R. HOLLIMAN AND ASSOCIATES, INC
$40,000.00
Invoice Date Description Amount
AR.ADL 2023.03 04/03/2023 Professional Services Rendered through March 2023 $20,000.00 AR.ADL 2023.04 05/03/2023 Professional Services Rendered through April 2023 $20,000.00 148881 06/06/2023 Open Accounts Payable THOMPSON INDUSTRIAL SUPPLY $1,043.96 Invoice Date Description Amount
43860 05/03/2023 Parts & Supplies for Maintenance $1,043.96 148882 06/06/2023 Open Accounts Payable US BANK TRUST N.A. $7,000.00 Invoice Date Description Amount
6807890 01/25/2023 APUA Fixed Rate Revenue Bonds 2014 Series A $2,000.00 6807916 01/25/2023 APUA Fixed Rate Rev Ref Bonds 2017 Series A & B $5,000.00 148883 06/06/2023 Open Accounts Payable VCA MESA ANIMAL HOSPITAL $375.68 Invoice Date Description Amount
5616604346a 02/22/2023 Normal Hours Emergency Vet Tx $25.54 user: Anna Mosqueda AP Pages: 8 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 24 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
5616607281 05/16/2023 Dog Food $350.14
148884 06/06/2023 Open Accounts Payable WILLIAMS, CHARLES $295.08 Invoice Date Description Amount
05302023 05/30/2023 PERS Healthcare Charge $295.08
148885 06/07/2023 Open Accounts Payable GARDA WORLD $1,051.62 Invoice Date Description Amount
10738327 05/01/2023 Armored Services - May 2023 $848.27 20565127 04/30/2023 Excess Time & Excess Items - April 2023 $203.35 148886 06/07/2023 Open Utility Management
Refund
ANDERSON, JAMES $33.19
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 90001081-001 DEPOSIT REFUND FOR

CLOSED ACCOUNT
05/25/2023 MISC
148887 06/07/2023 Open Utility Management
Refund
FERNANDEZ, ELIA $265.46
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 40015003-002 DEPOSIT REFUND FOR

CLOSED ACCOUNT
05/31/2023 MISC
148888 06/07/2023 Open Utility Management
Refund
GALLARD, BRIAN OR BREANNE $206.65
Account Type Account Number Description Transaction Date Transaction Type R2N 20213434-002 DEPOSIT REFUND FOR

CLOSED ACCOUNT
06/06/2023 MISC
148889 06/07/2023 Open Utility Management
Refund
GUTIERREZ, LAURA $263.65
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 99015279-002 DEPOSIT REFUND FOR

CLOSED ACCT
06/06/2023 MISC
148890 06/07/2023 Open Utility Management
Refund
GUTIERREZ, MACIEL $165.27
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 70014257-001 DEPOSIT REFUND FOR

CLOSED ACCOUNT
05/31/2023 MISC
148891 06/07/2023 Open Utility Management
Refund
HARRISON, CHARLES $258.63
Account Type Account Number Description Transaction Date Transaction Type R1NG 30013242-002 DEPOSIT REFUND FOR

CLOSED ACCOUNT
05/31/2023 MISC
148892 06/07/2023 Open Utility Management
Refund
HUGGINS , ROBERT $286.63
Account Type Account Number Description Transaction Date Transaction Type R1NG 20003410-002 DEPOSIT REFUND FOR

CLOSED ACCOUNT
06/06/2023 MISC
user: Anna Mosqueda AP Pages: 9 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 25 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
148893 06/07/2023 Open Utility Management
Refund
NESHEIWAT, FARIS $314.83
Account Type Account Number Description Transaction Date Transaction Type R1NG 50006281-003 DEPOSIT REFUND FOR

CLOSED ACCOUNT
06/06/2023 MISC
148894 06/07/2023 Open Utility Management
Refund
VIP PROPERTY MANAGEMENT $162.08
Account Type Account Number Description Transaction Date Transaction Type R1NG 00006164-003 DEPOSIT REFUND FOR

CLOSED ACCOUNT
06/07/2023 MISC
148895 06/07/2023 Open Utility Management
Refund
WEAVER, JESSA $237.63
Account Type Account Number Description Transaction Date Transaction Type R1NG 50001118-002 DEPOSIT REFUND FOR

CLOSED ACCOUNT
06/06/2023 MISC
148896 06/07/2023 Open Utility Management
Refund
YOUNG, CLAIBORNE $46.41
Account Type Account Number Description Transaction Date Transaction Type R1NG 15003645-002 DEPOSIT REFUND FOR

CLOSED ACCOUNT
06/06/2023 MISC
148897 06/08/2023 Open Utility Management
Refund

ESQUIVEL OR SARA FRANCO,
ERIC
$20.69
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 20007062-005 DEPOSIT REFUND FOR

INACTIVE ACCOUNT
06/08/2023 MISC
148898 06/08/2023 Open Utility Management
Refund
HERNANDEZ, MARIA $435.48
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 30003561-001 REISSUED DEPOSIT

REFUND CHECK
06/08/2023 REFUND ADJUSTMENT
148899 06/08/2023 Open Utility Management
Refund
ZIADE, ROGER $214.31
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 00017088-004 DEPOSIT REFUND FOR

INACTIVE ACCOUNT
06/08/2023 MISC
148900 06/08/2023 Open Accounts Payable ADELANTO COMMUNITY

RESOURCE CENTER
$833.61
Invoice Date Description Amount
18 06/07/2023 Emergency Food and Clothing Distribution - Feb-May 2023
$833.61
148901 06/08/2023 Open Accounts Payable ADVANCED APPLIED ENGINEERING, INC dba I.E.
$281,083.70
Invoice Date Description Amount
28453 04/30/2023 1000.02 Planning Support Services - April 2023 $56,125.00 28459 04/30/2023 1000.03 B&S Support Services - April 2023 $46,810.00 28498 04/30/2023 1000.03 B&S Plan Checking Services - April 2023 $27,802.51 28503 04/30/2023 1000.12 Firestation No.322 $3,563.52
28509 04/30/2023 1000.03 Engineering Plan Check Support - April 2023 $14,140.17 user: Anna Mosqueda AP Pages: 10 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 26 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
28464 04/30/2023 1000.10 Prep of CEQA Documentation of Housing Element
$600.00
28465 04/30/2023 1000.13 Assumption & Completion of the 6th Cycle Housing Element
$2,662.50
28484 04/30/2023 1000.08 - Bellflower St. Rehabilitation Project - April 2023
$53,770.00
28485 04/30/2023 1000.06 - Bartlett Rehabilitation Project - April 2023 $66,700.00 28486 04/30/2023 1000.09 Stop Warrant Studies Three Intersections - Mar-Apr 202
$8,910.00
148902 06/08/2023 Open Accounts Payable AMBER DAWN JONES $80.00 Invoice Date Description Amount
37 05/11/2023 Transcript Services for City Council Meetings $80.00 148903 06/08/2023 Open Accounts Payable BANK UP CORPORATION $500.00 Invoice Date Description Amount
5676 05/31/2023 Variable Flex - May 2023 $500.00
148904 06/08/2023 Open Accounts Payable CALIFORNIA INTERNET LP $599.00 Invoice Date Description Amount
BD0146047 06/01/2023 Internet Services - June 2023 $599.00 148905 06/08/2023 Open Accounts Payable CALLTOWER, INC. $1,533.34 Invoice Date Description Amount
201465848 05/26/2023 Webex Portal Services: 05/26/23-06/25/23 $1,533.34 148906 06/08/2023 Open Accounts Payable COUNTY OF SAN BERNARDINO $217.52 Invoice Date Description Amount
28454 04/30/2023 Radio Access & Maintenance - April 2023 $217.52 148907 06/08/2023 Open Accounts Payable FRONTIER $347.68 Invoice Date Description Amount
052692-5-052523 05/25/2023 760-246-9782-052692-5 Service from 05/25/23- 06/24/23
$347.68
148908 06/08/2023 Open Accounts Payable GARDA WORLD $1,069.86 Invoice Date Description Amount
20569539 05/31/2023 Excess Time & Excess Items - May 2023 $221.59 10741485 06/01/2023 Armored Services - June 2023 $848.27 148909 06/08/2023 Open Accounts Payable HIGH DESERT OUTREACH CENTER
$4,160.00
Invoice Date Description Amount
49 06/07/2023 Food Distribution & Job Skills Training Program - April 2023
$2,020.00
50 06/07/2023 Food Distribution & Job Skills Training Program - May 2023
$2,140.00
148910 06/08/2023 Open Accounts Payable INFOSEND $4,552.88 Invoice Date Description Amount
240007 05/31/2023 Utility Billing Statements-Processing/Postage $4,552.88 148911 06/08/2023 Open Accounts Payable JOSE ATILIO HERNANDEZ/IDEATE

CALIFORNIA
$5,000.00
Invoice Date Description Amount
05262023 05/26/2023 Services Rendered - May 2023 $5,000.00 user: Anna Mosqueda AP Pages: 11 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 27 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
148912 06/08/2023 Open Accounts Payable QUESTYS $3,258.99 Invoice Date Description Amount
QSiMN0000387 04/27/2023 Annual Software Maint. & Upgrade - July 2023-June 2024
$3,258.99
148913 06/08/2023 Open Accounts Payable SHRED-IT USA LLC $142.60 Invoice Date Description Amount
8003923689 05/18/2023 Shredding Services for all Depts - May 2023 $142.60 148914 06/08/2023 Open Accounts Payable SOUTHERN CALIFORNIA EDISON $18,394.57 Invoice Date Description Amount
6211-06012023 06/01/2023 Acct. 8015369774 10354 Katelyn CT LS1 LGHT $72.28 3836-06012023 06/01/2023 Acct. 8014617403 Verbena / Seneca LS1 Light $320.96 1385-05302023 05/30/2023 Acct. 8002024613 16912 HWY 395 $92.41 6546-05302023 05/30/2023 Acct. 8002041024 14511 HWY 395 TC1 $76.57 2613-05302023 05/30/2023 Acct. 8002041881 14511 HWY395 LS-3 $28.46 9057-05312023 05/31/2023 Acct. 8002849416 19101 Jonathan St $17,803.89 148915 06/08/2023 Open Accounts Payable TYPE SET GO $387.90 Invoice Date Description Amount
15878 05/22/2023 Notice of Violation Forms for Code Enforcement $387.90 148916 06/15/2023 Open Accounts Payable AVCO DISPOSAL, INC. $1,971.80 Invoice Date Description Amount
N064618045 06/01/2023 19101 Jonathan St - June 2023 $572.42 N064618195 06/01/2023 11600 Air Expressway - June 2023 $1,399.38 148917 06/15/2023 Open Accounts Payable BARSTOW HUMANE SOCIETY $13,519.40 Invoice Date Description Amount
05282023 05/28/2023 Animal Sheltering Fees - April 2023 $6,885.00 06012023 06/01/2023 Animal Sheltering Fees - May 2023 $6,634.40 148918 06/15/2023 Open Accounts Payable BURKE, WILLIAMS & SORENSEN, LLP
$4,326.38
Invoice Date Description Amount
301105 05/16/2023 Professional Services Rendered through April 2023 $4,326.38 148919 06/15/2023 Open Accounts Payable BURRTEC WASTE
INDUSTRIES,INC.
$1,266,131.03
Invoice Date Description Amount
06142023 06/14/2023 Trash Collection Fees $1,266,131.03 148920 06/15/2023 Open Accounts Payable CHERYL LYNN M MURASE $1,462.50 Invoice Date Description Amount
05062023 05/06/2023 ROPS Services $1,462.50
148921 06/15/2023 Open Accounts Payable DESERT VALLEY MEDICAL GROUP $18.00 Invoice Date Description Amount
12695 06/01/2023 Handling Specimen - JChavez $18.00
148922 06/15/2023 Open Accounts Payable DSD-DISTRIBUTED SOLAR

DEVELOPMENT, LLC
$52,736.77
Invoice Date Description Amount
DSD002277 06/04/2023 ADE Consolidated Net Generation - May 2023 $52,736.77 user: Anna Mosqueda AP Pages: 12 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 28 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
148923 06/15/2023 Open Accounts Payable EDWARD S. RAYA $3,820.00 Invoice Date Description Amount
06062023 06/14/2023 Professional Services Rendered through May 2023 $3,820.00 148924 06/15/2023 Open Accounts Payable EXECUTIVE ELEVATOR, INC. $161.00 Invoice Date Description Amount
101569 05/18/2023 Monthly Elevator Maint. for Sheriffs Station - June 2023
$161.00
148925 06/15/2023 Open Accounts Payable HI DESERT ALARM $744.45 Invoice Date Description Amount
R96001 05/22/2023 WWTP Burglar Alarm Monitoring - 06/01/23-08/31/23 $150.00 R96000 05/22/2023 Water Burglar Alarm Monitoring - 06/01/23-08/31/23 $150.00 R95234 05/22/2023 Sheriffs Station - Fire Alarm Monitoring - 06/01/23- 08/31/23
$114.45
R95966 05/22/2023 City Hall - Fire Alarm Monitoring - 06/01/23-08/31/23 $180.00 R96026 05/22/2023 City Hall - Burglar Alarm Monitoring - 06/01/23- 08/31/23
$150.00
148926 06/15/2023 Open Accounts Payable HILLTOP GEOTECHNICAL, INC $4,310.00 Invoice Date Description Amount
18903 10/31/2022 Emergency Services Mojave & Bellflower $3,462.50 18952 11/30/2022 Emergency Services Mojave & Bellflower $847.50 148927 06/15/2023 Open Accounts Payable JACKSON LEWIS, P.C. $1,683.00 Invoice Date Description Amount
8267585 05/24/2023 Professional Services Rendered through April 2023 $1,683.00 148928 06/15/2023 Open Accounts Payable LAN WAN ENTERPRISES INC $46,025.00 Invoice Date Description Amount
74169 06/01/2023 Website & Mobile App - Hosting and Support - June 2023
$15,777.00
74168 05/31/2023 IT Services - May 2023 $27,398.00
74190 06/01/2023 Monthly Recurring Add-ons - June 2023 $2,850.00 148929 06/15/2023 Open Accounts Payable MOBILE OCCUPATIONAL SERVICES, INC.
$45.00
Invoice Date Description Amount
94547 05/31/2023 Non-Dot - JChavez $45.00
148930 06/15/2023 Open Accounts Payable PERC WATER CORPORATION $2,116.58 Invoice Date Description Amount
6064 06/05/2023 Water Operation & Maint. Reimbursements - May 2023 $1,667.09 6063 06/05/2023 WWTP Operation & Maint. Reimbursements - May 2023
$449.49
148931 06/15/2023 Open Accounts Payable PITNEY BOWES, INC. $512.11 Invoice Date Description Amount
3106085980 05/16/2023 Billing Period - 05/15/23-06/14/23 $512.11 148932 06/15/2023 Open Accounts Payable R M A GROUP $5,062.00 Invoice Date Description Amount
83725 02/28/2023 White Ave - Professional Services Rendered through January 2023
$1,256.00
84154 03/31/2023 White Ave - Professional Services Rendered through February 2023
$3,806.00
user: Anna Mosqueda AP Pages: 13 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 29 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
148933 06/15/2023 Open Accounts Payable ROADPOST USA INC. $67.95 Invoice Date Description Amount
RU08332333 06/08/2023 Satellite Phone Service for Sheriffs Dept.-06/07/23- 07/06/23
$67.95
148934 06/15/2023 Open Accounts Payable RUTAN & TUCKER, LLP. $3,131.50 Invoice Date Description Amount
961958 06/08/2023 Professional Services Rendered through 05/31/2023 $731.50 961957 06/08/2023 Professional Services Rendered through May 2023 $2,400.00 148935 06/15/2023 Open Accounts Payable SAN BERNARDINO COUNTY FIRE

DEPARTMENT
$538.00
Invoice Date Description Amount
219051 05/08/2023 Annual Fire Permit Fees for the Stadium $538.00 148936 06/15/2023 Open Accounts Payable SAN BERNARDINO COUNTY FIRE

PROTECTION DISTRICT
$500,848.13
Invoice Date Description Amount
ADE2023-JUN 06/01/2023 Fire Protection Services - June 2023 $500,848.13 148937 06/15/2023 Open Accounts Payable SOUTHERN CALIFORNIA EDISON $15,042.89 Invoice Date Description Amount
2784-05232023 05/23/2023 Acct. 8001612945 11600 Air Expressway $1,364.37 4871-05232023 05/23/2023 Acct. 8000007108 11600 Air Expressway $67.11 8169-05222023 05/22/2023 Acct. 8000817366 12000 Stadium Rd LTG $892.94 5495-05222023 05/22/2023 Acct. 8004705272 11780 Air Expressway BS 2 & 3 $4,231.12 8827-05222023 05/22/2023 Acct. 8000822858 11613 Bartlett Ave. $809.94 5506-06052023 06/05/2023 Acct. 8002007155 14802 Turner $6,403.94 5831-06052023 06/05/2023 Acct. 8005152998 Well 14 14888 Turner $1,273.47 148938 06/15/2023 Open Accounts Payable SPARKLETTS $177.30 Invoice Date Description Amount
22733495 060923 06/09/2023 Water Delivery Services $177.30 148939 06/15/2023 Open Accounts Payable STAPLES ADVANTAGE $57.74 Invoice Date Description Amount
3539106671 05/27/2023 Postage Ink for all Departments $57.74 148940 06/15/2023 Open Accounts Payable T.R. HOLLIMAN AND ASSOCIATES, INC
$20,000.00
Invoice Date Description Amount
AR.ADL 2023.05 06/03/2023 Professional Services Rendered through May 2023 $20,000.00 148941 06/15/2023 Open Accounts Payable THE TAIT GROUP, INC. $8,000.00 Invoice Date Description Amount
3995 05/04/2023 Transportation Consulting & Project Advocacy Svcs - April 2023
$4,000.00
4012 06/05/2023 Transportation Consulting & Project Advocacy Svcs - April 2023
$4,000.00
148942 06/15/2023 Open Accounts Payable WOOD RODGERS INC $18,823.37 Invoice Date Description Amount
167910 02/28/2023 Professional Services Rendered through February 2023
$2,863.75
168861 03/31/2023 Professional Services Rendered through March 2023 $4,030.87 169791 04/30/2023 Professional Services Rendered through April 2023 $3,267.50 user: Anna Mosqueda AP Pages: 14 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 30 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
170775 05/31/2023 Professional Services Rendered through May 2023 $8,661.25 148943 06/15/2023 Open Utility Management
Refund
BETA ENGINEERING $9,800.21
Account Type Account Number Description Transaction Date Transaction Type DV 20229111-001 DEPOSIT REFUND FOR

CLOSED ACCOUNT AND

REFUND CREDIT FOR

OVERPAYMENT
06/14/2023 MISC
148944 06/15/2023 Open Utility Management
Refund
BROWN, KATIE $121.45
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 70007544-005 DEPOSIT REFUND FOR

EXCELLENT PAYMENT
HISTORY FOR LAST 12

CONSECUTIVE MONTHS
06/08/2023 REFUND ADJUSTMENT
148945 06/15/2023 Open Utility Management
Refund
FLORES, FRANCISCO $75.21
Account Type Account Number Description Transaction Date Transaction Type R1NG 00003421-003 DEPOSIT REFUND FOR

INACTIVE ACCOUNT
06/13/2023 MISC
148946 06/15/2023 Open Utility Management
Refund
HAVENS, KENNY & DOLORES $158.67
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 40007866-001 REFUND FOR

OVERPAYMENT FROM

AUTOPAY ISSUE OF NOT

PULLING ON CORRECT DAY
06/12/2023 REFUND ADJUSTMENT
148947 06/15/2023 Open Utility Management
Refund

JIMENEZ OR JUAN JIMENEZ,
MAYRA
$103.99
Account Type Account Number Description Transaction Date Transaction Type R1NG 30016835-001 DEPOSIT REFUND FOR

CLOSED ACCOUNT
06/14/2023 MISC
148948 06/15/2023 Open Utility Management
Refund
JVMI HOLDINGS $676.53
Account Type Account Number Description Transaction Date Transaction Type I4N 20011325-003 DEPOSIT REFUND FOR

CLOSED ACCOUNT
06/12/2023 MISC
148949 06/15/2023 Open Utility Management
Refund
MARTINEZ, AGUSTIN $334.66
Account Type Account Number Description Transaction Date Transaction Type R1NG 60003931-002 DEPOSIT REFUND FOR

EXCELLENT PAYMENT
HISTORY FOR 12

CONSECUTIVE MONTHS
06/14/2023 REFUND ADJUSTMENT
user: Anna Mosqueda AP Pages: 15 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 31 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
148950 06/15/2023 Open Utility Management
Refund
MARTINEZ, MIRIAN $367.30
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 70012142-002 DEPOSIT REFUND FOR

EXCELLENT PAYMENT
HISTORY FOR 12

CONSECUTIVE MONTHS
06/13/2023 REFUND ADJUSTMENT
148951 06/15/2023 Open Utility Management
Refund
MULHERIN, JOSEFINA $57.62
Account Type Account Number Description Transaction Date Transaction Type LINEV 10011051-001 DEPOSIT REFUND FOR

CLOSED ACCT
06/08/2023 MISC
148952 06/15/2023 Open Utility Management
Refund
NAVARRO, HAZAEL $40.87
Account Type Account Number Description Transaction Date Transaction Type R1NG 10006071-003 DEPOSIT REFUND FOR

INACTIVE ACCOUNT
06/13/2023 MISC
148953 06/15/2023 Open Utility Management
Refund

PALOMARES OR AARON SMITH,
ALEXIS
$358.59
Account Type Account Number Description Transaction Date Transaction Type R1NG 40006057-003 EARLY REFUND FOR 12

CONSECUTIVE ON TIME

PAYMENTS
06/12/2023 REFUND ADJUSTMENT
148954 06/15/2023 Open Utility Management
Refund
SECC CORPORATION $921.76
Account Type Account Number Description Transaction Date Transaction Type DV 20226593-003 DEPOSIT REFUND FOR

INACTIVE ACCOUNT
06/12/2023 MISC
148955 06/15/2023 Open Utility Management
Refund

VALLEY INSURED PROPERTY

MANAGEMENT
$6.09
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 70004149-003 DEPOSIT REFUND FOR

CLOSED ACCOUNT
06/08/2023 MISC
148956 06/15/2023 Open Accounts Payable MARY MANZO $1,698.50 Invoice Date Description Amount
109 06/15/2023 Janitorial Services: 06/01/23-06/15/23 $1,698.50 148957 06/22/2023 Open Accounts Payable AQUA METRIC SALES $34,540.34 Invoice Date Description Amount
INV0094606 05/02/2023 Parts & Supplies for Maintenance $7,456.30 INV0094633 05/02/2023 Parts & Supplies for Maintenance $10,499.16 INV0094800 05/15/2023 Parts & Supplies for Maintenance $16,584.88 148958 06/22/2023 Open Accounts Payable BAVCO $1,330.62 Invoice Date Description Amount
213163 06/22/2023 Supplies for Maintenance $1,330.62
148959 06/22/2023 Open Accounts Payable CLA-VAL $24,468.85 Invoice Date Description Amount
868387 06/22/2023 Supplies for Maintenance $9,147.28
868389 06/22/2023 Supplies for Maintenance $9,353.03
user: Anna Mosqueda AP Pages: 16 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 32 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
868368 06/22/2023 Supplies for Maintenance $5,269.46
868367 06/22/2023 Supplies for Maintenance $699.08
148960 06/22/2023 Open Accounts Payable CORE & MAIN LP $2,680.83 Invoice Date Description Amount
S766783 04/28/2023 Parts/Supplies for Maint. or Repairs $1,226.20 S766769 04/28/2023 Parts/Supplies for Maint. or Repairs $1,454.63 148961 06/22/2023 Open Accounts Payable CROMMIE, JUDITH $287.20 Invoice Date Description Amount
07012023 06/21/2023 PERS Healthcare Charge $287.20
148962 06/22/2023 Open Accounts Payable FANT, GINGER M. $372.55 Invoice Date Description Amount
07012023 06/21/2023 PERS Healthcare Charge $372.55
148963 06/22/2023 Open Accounts Payable FERGUSON ENTERPRISES, INC. $438.71 Invoice Date Description Amount
2574518-1 05/22/2023 Supplies for Maintenance $244.89
2574518 05/18/2023 Supplies for Maintenance $193.82
148964 06/22/2023 Open Accounts Payable HARRINGTON INDUSTRIAL

PLASTICS
$20,654.78
Invoice Date Description Amount
012M3125 02/28/2023 Water - Parts & Supplies for Maintenance $1,293.00 012M3154 02/28/2023 Parts for Maintenance at Water Treatment Plant $17,961.03 012M3126 02/28/2023 Water - Service Call for Treatment Plant $1,400.75 148965 06/22/2023 Open Accounts Payable HIGH DESERT UNDERGROUND, INC.
$37,201.61
Invoice Date Description Amount
J2023-06-18 05/16/2023 11992 Cove Ct / 11992 Macon Ct $5,076.01 J2023-06-17 05/09/2023 11029 McKinnely Ave $7,404.80
J2023-06-16 05/09/2023 10862 Pershing St After Hours Emergency - 04/25/23 $3,863.76 J2023-06-15 05/09/2023 11407 Begonia Rd & 10596/10586 Arlington St - 04/21/23
$9,404.20
J2023-06-14 05/09/2023 17031 Koala Ed Hydrant Leak - 04/14/23 $11,452.84 148966 06/22/2023 Open Accounts Payable HOME DEPOT CREDIT SERVICES $11.39 Invoice Date Description Amount
6540119 03/27/2023 Supplies for Maintenance $11.39
148967 06/22/2023 Open Accounts Payable IMPERIAL SPRINKLER SUPPLY, INC.
$2,278.66
Invoice Date Description Amount
0010910762-002 05/24/2023 LLMD Supplies for Maintenance $2,278.66 148968 06/22/2023 Open Accounts Payable KUPKA, GERALD $372.55 Invoice Date Description Amount
07012023 06/21/2023 PERS Healthcare Charge $372.55
148969 06/22/2023 Open Accounts Payable LAYNE CHRISTENSEN COMPANY $560.00 Invoice Date Description Amount
2466167 05/11/2023 Water - Booster #2 Service Call $560.00 user: Anna Mosqueda AP Pages: 17 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 33 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
148970 06/22/2023 Open Accounts Payable MOJAVE DESERT AQMD $921.43 Invoice Date Description Amount
MD18891 05/19/2023 Permit Renewal B011518 $921.43
148971 06/22/2023 Open Accounts Payable MOJAVE WATER AGENCY $48,150.00 Invoice Date Description Amount
06072023 06/07/2023 Billing Period - 04/30/23-05/31/23 $23,850.00 05102023 05/10/2023 Billing Period - 03/31/23-04/30/23 $24,300.00 148972 06/22/2023 Open Accounts Payable OLIVAREZ MADRUGA LAW

ORGANIZATION
$67,102.26
Invoice Date Description Amount
22339 05/31/2023 Professional Services Rendered through 05/31/2023 $140.00 22327 05/31/2023 Professional Services Rendered through 05/31/2023 $85.04 22336 05/31/2023 Professional Services Rendered through 05/31/2023 $22.90 22322 05/31/2023 Professional Services Rendered through 05/31/2023 $10,186.10 22341 05/31/2023 Professional Services Rendered through 05/31/2023 $714.50 22337 05/31/2023 Professional Services Rendered through 05/31/2023 $1,328.20 22326 05/31/2023 Professional Services Rendered through 05/31/2023 $112.00 22332 05/31/2023 Professional Services Rendered through 05/31/2023 $1,068.70 22333 05/31/2023 Professional Services Rendered through 05/31/2023 $10,736.60 22334 05/31/2023 Professional Services Rendered through 05/31/2023 $3,576.40 22335 05/31/2023 Professional Services Rendered through 05/31/2023 $3,377.40 22338 05/31/2023 Professional Services Rendered through 05/31/2023 $22.90 22331 05/31/2023 Professional Services Rendered through 05/31/2023 $84.00 22340 05/31/2023 Professional Services Rendered through 05/31/2023 $2,195.20 22324 05/31/2023 Professional Services Rendered through 05/31/2023 $921.20 22323 05/31/2023 Professional Services Rendered through 05/31/2023 $1,091.60 22325 05/31/2023 Professional Services Rendered through 05/31/2023 $1,254.50 22329 05/31/2023 Professional Services Rendered through 05/31/2023 $3,799.10 22320 05/31/2023 Professional Services Rendered through 05/31/2023 $6,547.40 22321 05/31/2023 Professional Services Rendered through 05/31/2023 $115.96 22330 06/23/2023 Professional Services Rendered through 05/31/2023 $19,722.56 148973 06/22/2023 Open Accounts Payable TOPS N BARRICADES,INC. $1,314.55 Invoice Date Description Amount
1100076 06/22/2023 Supplies for Maintenance $1,314.55
148974 06/22/2023 Open Accounts Payable UNDERGROUND SERVICE ALERT $648.39 Invoice Date Description Amount
420230003 05/01/2023 New Ticket Charges $214.75
0520230003 06/01/2023 New Ticket Charges $339.00
22-2303631 05/01/2023 California State Fee for Regulatory Costs $47.32 22-2304022 06/01/2023 California State Fee for Regulatory Costs $47.32 148975 06/22/2023 Open Accounts Payable VERTECH INDUSTRIAL SYSTEMS, LLC
$7,729.25
Invoice Date Description Amount
P220349.00-13599 05/17/2023 SCADA Software / Programming $7,195.00 P180244.00-13518 04/28/2023 SCADA System Service Contract $534.25 148976 06/22/2023 Open Accounts Payable VULCAN $868.03
Invoice Date Description Amount
73662660 05/31/2023 Cold Mix Asphalt used on City Streets Maint. $482.50 user: Anna Mosqueda AP Pages: 18 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 34 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
73662659 05/31/2023 Cold Mix Asphalt used on City Streets Maint. $385.53 148977 06/22/2023 Open Accounts Payable WILLIAMS, CHARLES $295.08 Invoice Date Description Amount
07012023 06/21/2023 PERS Healthcare Charge $295.08
148978 06/22/2023 Open Utility Management
Refund
BIEHN, BARBARA ANN $747.10
Account Type Account Number Description Transaction Date Transaction Type R1NG 10006371-001 ACCOUNT HOLDER ERROR

ON OVERPAYMENTS

ISSUED TO WATER

ACCOUNT BY BANK
06/21/2023 REFUND ADJUSTMENT
148979 06/22/2023 Open Utility Management
Refund
CASTILLO, HUGO $323.65
Account Type Account Number Description Transaction Date Transaction Type R2N 20215577-002 DEPOSIT REFUND FOR

EXCELLENT PAYMENT
HISTORY FOR 12

CONSECUTIVE MONTHS
06/21/2023 REFUND ADJUSTMENT
148980 06/22/2023 Open Utility Management
Refund
DAVIS, TAMMIE $209.49
Account Type Account Number Description Transaction Date Transaction Type LINOD 70017768-002 DEPOSIT REFUND FOR

CLOSED ACCT
06/21/2023 MISC
148981 06/22/2023 Open Utility Management
Refund
GARLAND, SANDRA $230.31
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 12015462-004 DEPOSIT REFUND FOR

EXCELLENT PAYMENT
HISTORY FOR LAST 12

CONSECUTIVE MONTHS
06/21/2023 REFUND ADJUSTMENT
148982 06/22/2023 Open Utility Management
Refund
MERCADO, ANSELMO $323.67
Account Type Account Number Description Transaction Date Transaction Type R2N 20215768-002 EARLY REFUND FOR 12

CONSECUTIVE ON TIME

PAYMENTS
06/21/2023 REFUND ADJUSTMENT
148983 06/22/2023 Open Utility Management
Refund
MILLAN, GUILLERMO $312.03
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 30011009-002 EARLY REFUND FOR 12

CONSECUTIVE ON TIME

PAYMENTS
06/13/2023 REFUND ADJUSTMENT
148984 06/22/2023 Open Utility Management
Refund
PULIDO, CRYSTAL $294.57
Account Type Account Number Description Transaction Date Transaction Type R1NG 20011743-002 REISSUE REFUND CHECK

PREVIOUSLY NOT

RECEIVED
04/26/2023 REFUND ADJUSTMENT
user: Anna Mosqueda AP Pages: 19 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 35 Number Date Status Void Reason
Reconciled/
Voided Date Source Payee Name
Transaction
Amount
Reconciled
Amount Difference
148985 06/22/2023 Open Utility Management
Refund
WHEELER, NICKOLAS $41.81
Account Type Account Number Description Transaction Date Transaction Type RESIDENTIAL 70014445-004 DEPOSIT REFUND FOR

CLOSED ACCT
06/21/2023 MISC
Type Check Totals: 183 Transactions $5,332,035.26
04000013-01 - CITY OF ADELANTO GENERAL CHKG Totals
Checks Status Count Transaction Amount Reconciled Amount Open 182 $5,331,916.76 $0.00
Reconciled 0 $0.00 $0.00
Voided 1 $118.50 $0.00
Stopped 0 $0.00 $0.00
Total 183 $5,332,035.26 $0.00
All Status Count Transaction Amount Reconciled Amount
Open 182 $5,331,916.76 $0.00
Reconciled 0 $0.00 $0.00
Voided 1 $118.50 $0.00
Stopped 0 $0.00 $0.00
Total 183 $5,332,035.26 $0.00
Grand Totals:

Checks Status Count Transaction Amount Reconciled Amount Open 182 $5,331,916.76 $0.00
Reconciled 0 $0.00 $0.00
Voided 1 $118.50 $0.00
Stopped 0 $0.00 $0.00
Total 183 $5,332,035.26 $0.00
All Status Count Transaction Amount Reconciled Amount
Open 182 $5,331,916.76 $0.00
Reconciled 0 $0.00 $0.00
Voided 1 $118.50 $0.00
Stopped 0 $0.00 $0.00
Total 183 $5,332,035.26 $0.00
user: Anna Mosqueda AP Pages: 20 of 20 Thursday, June 22, 2023 Payment Register
City of Adelanto
From Payment Date: 6/16/2001 - To Payment Date: 6/22/2023 36 ADELANTO PUBLIC UTILITY AUTHORITY
DATE: June 28, 2023
TO: Honorable Chairman and Public Utility Authority Members FROM: Jessie Flores, Executive Director
BY: Angel Castellanos, Finance Director; Derik Despain Senior Accountant SUBJECT: CONSIDERATION OF RESOLUTION NO. 23-02 TO CONTINUE THE BUDGET FOR THE APUA FISCAL YEAR COMMENCING JULY 1, 2022 AND ENDING JUNE 30, 2023.

STAFF RECOMMENDATION:

It is recommended that the Adelanto Public Utility Authority Board adopt Resolution No. 23-02 to continue the budget for the APUA Fiscal Year commencing July 1, 2022 and ending June 30, 2023.

BACKGROUND:

Considering that the current Fiscal Year (FY) 2022/2023 budget and spending authority ends on June 30, 2023, it is necessary for the APUA Board to authorize continued spending, via the attached Resolution No. 23-02, after such date and until the FY23/24 budget is adopted.

FISCAL IMPACT:

None at this time. The fiscal impact will be included as part of the APUA FY23/24 budget.

ATTACHMENTS:

1. Resolution 23-02 – Authorization to Continue the Budget 37 RESOLUTION NO. 23-02

A RESOLUTION OF THE BOARD OF DIRECTORS OF THE

ADELANTO PUBLIC UTILITY AUTHORITY ADOPTING A

RESOLUTION TO CONTINUE THE BUDGET FOR THE
APUA FISCAL YEAR COMMENCING JULY 1, 2022 AND
ENDING JUNE 30, 2023
WHEREAS, the Adelanto Public Utility Authority (“APUA”) has duly passed the APUA Fiscal Year 2022/2023 budget; and
WHEREAS, the presentation of the APUA Fiscal Year 2023/2024 budget has been delayed; and
WHEREAS, the APUA Fiscal Year 2022/2023 budget ends on June 30, 2023; and WHEREAS, the APUA Board of Directors deems it appropriate to continue the operation of APUA services until the passage of the APUA Fiscal Year 2023/2024 budget; and WHEREAS, the APUA is authorized to adopt a resolution that continues expenditures under the prior year’s budget as necessary to authorize the expenditure of APUA funds before the Board adopts a budget for the new fiscal year.

NOW, THEREFORE, THE ADELANTO PUBLIC UTILITY AUTHORITY
BOARD OF DIRECTORS DOES HEREBY RESOLVE AS FOLLOWS:

SECTION 1. The recitals set forth above are true and correct and are hereby incorporated into this Resolution.

SECTION2. The Board of Directors does continue the APUA Fiscal Year 2022/2023 annual budget in full force and effect until August 30, 2023 or adoption of the APUA Fiscal Year 2023/2024 budget, except for capital expenditures which may require Board approval.

SECTION 3. The Secretary shall certify to the adoption of this Resolution and enter it into the book of original resolutions.

SECTION4. This Resolution shall become effective immediately upon its adoption. 38 Resolution No. 23-02

Page 2 ends

PASSED, APPROVED AND ADOPTED this 28
th day of June, 2023.
______________________________
Gabriel Reyes, President
_______________________________
Brenda Lopez, CMC, Secretary
39 Resolution No. 23-02

Page 3 ends

I, Brenda Lopez, Secretary of the Public Utility Authority do hereby certify that the foregoing Resolution No. APUA 23-02 was duly and regularly adopted at a regular meeting of the Board of Directors of the Adelanto Public Utility Authority on this 28th day of June, 2023, be the following vote to wit:

AYES: Authority Members Evans, Jeannette, Jones, Vice-Chairman Ramos, and Chairman Reyes NOES: None
ABSENT: None
ABSTAIN: None
IN WITNESS THEREOF, I hereunto set my hand and affix the official seal of the City of Adelanto on the 28th day of June, 2023.
______________________________
Brenda Lopez, CMC, Secretary
40 ADELANTO PUBLIC UTILITY AUTHORITY
DATE: 06/28/23
Honorable Chairman and Public Utility Authority Members Adelanto Public Utility Authority
Daniel Best, Operations Manager, PERC Water
TO:

FROM:

BY:

SUBJECT: APUA MONTHLY WATER SYSTEM REPORT ‐ WATER
ATTACHMENTS:

1. APUA Monthly Water System Report – May 2023
41 Adelanto Water System
Monthly Asset Management Report
prepared for the City of Adelanto, California
42 Mr. Jessie Flores
City Manager, City of Adelanto
11600 Air Expressway
Adelanto, CA 92301
RE: May 2023 ADELANTO WATER SYSTEM MONTHLY ASSET MANAGEMENT REPORT Dear Mr. Flores,
Please find the Adelanto Water Treatment System Monthly Asset Management Report enclosed.

The purpose of this report is to inform the City of Adelanto of its Potable Water Treatment and Distribution system’s performance this month.

Since the current performance of Adelanto's watersystem influencesthe future of the Adelanto's population, industrial and commercial growth, the health and compliance of this facility is of utmost importance to us. If you have any questions or concerns, feel free to contact Bob Nespeca, Vice President of PERC Water via his cell (714) 514‐8873 or email [email protected].

PERC Water is dedicated to the highest caliber of customer service with quality and accuracy. If you have any inquiriesregarding our services or the content of this report, please do not hesitate to contact me at (760) 518‐1606.

Thank you for entrusting the City of Adelanto's Portable Water System to PERC Water. We appreciate your business and look forward to providing you with quality management and excellent customer service.

Sincerely,
Daniel Best
Senior Area Operations Manager
PERC Water Corporation Asset
Management Division
CC: Bob Nespeca, Vice President, PERC Water Corporation Saba Engineer, Contract City Engineer, IE
17520 Newhope Street, Suite 180 Fountain Valley, CA 92708 | Office: 714.352.7750 | Fax: 714.352.7765 | www.percwater.com 43 Adelanto Water System
Monthly Asset Management Report

TABLE OF CONTENTS
Section A
CIP Report
Section B
Executive Summary
Section C
Iron & Manganese Report
Section D
Distribution System Report
Section E
Completed Work Orders
Section F
Monthly Coliform Report
Section G
Explanation of Terms and Acronyms
44 Section A
CIP Report
45 Adelanto
Water System
Capital Improvement Plan (CIP) Report
Section A CIP Report
Monthly Asset Management Report
In the past 10 years, the City of Adelanto’s population has grown by more than 25% (U.S. Census).

The City’s current water treatment system, already straining to accommodate Adelanto residents, will not supply enough water for incoming businesses and continued population growth. The following is a summary of the needed repairs and updates (Type 1 and Type 2) associated with the water system, the estimated cost and status. These repairs and updates are essential to the future of Adelanto’s water supply. Below is an updated list of the CIP items:

Type 1 CIP Items: Repairs and/or replacements for which: i) the scope of work is presently known/defined without the need for the additional engineering support; and/or ii) qualified service providers/contractors can readily be solicited to provide cost quotations to complete the required scope of work pursuant to the City’s established procurement processes.

TYPE 1 CIP Water System

PROJECT

LOCATION TYPE OF PROJECT PROJECT DESCRIPTION

ESTIMATED

COST STATUS
Water Meter
Infrastructure
Upgrade
Install upgraded
Water Meter
Infrastructure
Install AMI
Infrastructure for
remote meter reading
and leak detection
$1,750,000 Currently in the first phase
of the project
Air Expressway WaterOperations
Building
Proper and safe building
to effectively operate
water operations.
$4,000,000
Property must be
acquired by the City of
Adelanto
.75Mil Tank Replacement of
Tank
Replace undersized
.75Mil with 2.0MG
Pending
quote
City of Adelanto needs
to acquire property
near existing site
Water Supply
Well
Water Supply Drill and equip a new water
supply well
$2,000,000 Held Kickoff meeting
46 Adelanto Section A CIP Report
Water System Monthly Asset Management Report
Type 2 CIP items: CIP items for which engineering design, specification and/or permitting must be completed prior to the solicitation of bid and award of contracts.

TYPE 2 CIP

PROJECT

LOCATION TYPE OF PROJECT PROJECT DESCRIPTION ESTIMATED

COST STATUS
Booster
Station 1200
Replace electrical
switch gear,starters
and controls
Outdated and unsafe
equipment. Failure willresult
in expenses in tie‐in water.
$300,000
Engineering isreviewing
and recommends
priority in CIP list
Well 14A
Connect 14a to
Layneox Fe/Mn
treatment system
Could be necessary in order to
comply with blending permit
and run wells 4 & 5a
(depending on fluoride levels).
$40,000
Increase efficiency of
the well and water
supply
Layneox
Fe/Mn
Treatment
System
Prepare workplan
for bypass,
demolition and
replacement of
storage tanks
The tanks were inspected in
2015; repairs and recoats are
needed.
$185,000
(both
tanks)
Quote requested in
December; project to
commence after
completion of R3;
proposed work
Zone 1
Northside
Pipeline
Replacement
Replace ages
mainline, services,
hydrant, valves, etc.

The infrastructure is aged,
undersized and failing.
$4,000,000
(annually)
Need to begin
engineering

RESERVOIRS
Develop workplan
for bypass,
sandblast, recoat
750,000 gallon
reservoir
Thistank needsto be recoated
inside. Engineering of bypass
and scheduling for interior
coating.
$20,000
Requires a special
bypassto take offline
for any kind of
maintenance. Project
expected to begin 2019.

RESERVOIRS
Install mixing system
on water storage
tanks
Reservoir mixer (tank shark)
total of 5 mixers; eliminates
reduce stratification of water
storage tanks
$261,842
Quotes requested:
$41,550 for 3 Mill
$220,292 for both 5
Mills
Water
Treatment
Plant Tank
Replacement
Finished water tank
and Raw water tank
are deteriorating
Both tank need to be torn
down and replaced
$1,500,000 Need to develop a
strategic plan
Fe/Mn
Treatment
Plant
Fluoride Treatment
Treatment to reduce fluoride
to meet state standards;
increase water production
$275,000 Need to develop RFP
To move forward with any of these improvements or for questions regarding these projects, please contact Daniel Best, Water Superintendent via his direct line (760) 518‐1606 or Bob Nespeca, Vice President via his direct line (714) 514‐8873.
47 Section B
Executive Summary
48 Section B Executive Summary
Adelanto Water System Monthly Asset Management Report
Executive Summary
This month, the Adelanto Water System treated 57.119 million gallons of water. The system remained online each day of the month. Combined with the water produced from wells that run directly into the water distribution system, Adelanto produced 23.392 million gallons.

Additionally, 56.157 million gallons of water was purchased from Mojave Water Agency through the R3 project this month.

Equipment failures, changes and repairs are outlined in the CIP Report and the following sections:

Distribution System Report, Repairs
PERC Water Corporation employees made a number of repairs to existing lines and responded to customer input, as needed. Throughout the month, a total of 6 wells were online (including 8A which is a non‐potable well). There are also 8 reservoirs and 8 booster pumps currently in service.

Facility Staffing
Sr. Area Operations Manager Lead Water Operator
Water Production and Usage
This month’s water production and usage is summarized in the tables below. All samples were in compliance with the quality standards set forth in our operating contract and permit. **Please note: ND = non detect; the lab sample had so little of the constituent being tested the instrumentation could not detect it.**
Water Production and Usage Amount
Treated Potable Water (runs
through treatment system)

57.119 MG
Intertie Water Accepted 56.157 MG
Total Water Produced –
Potable from ALL sources
136.668 MG
Well 8a – Non Potable 0 MG
Potable Wells in Service 6
Reservoirs in Service 8
Booster Pumps in Service 8
Compliance Sampling
Monthly Averages (mg/l)
Fluoride 0.44
Arsenic ND
Iron ND
Manganese ND
49 Section B Executive Summary
Adelanto Water System Monthly Asset Management Report
Water Distribution
This month’s water distribution system activities are summarized in the tables below.

Description Quantity
Meter Changeout 30
Backflow Letters Sent 56
City Backflows Tested 2
City Backflows Repaired 2
After Hours Calls 2
Power/Comm 0
Security 0
Treatment/Wells/Booster 0
Mainline leaks 1
Service line leaks 4
Customer side leaks 0
Fire Hydrants Damaged 0
Fire Hydrants Repaired 2
Fire Hydrants Flushed 15
Dig Alert/811 313
Tract Meter Sets 8
Angle stop repair 2
Billing and Customer Service
Due to the updated New World system, work orders cannot currently be generated by type.

Therefore, this section of the executive summary will show total completed customer service work orders completed by PERC Water staff.

Completed work order total for May: 236
For inquiries regarding specific work orders, please contact Daniel Best at (760) 518‐1606. 50 Section C
Iron & Manganese Report
51 Section C Iron & Manganese Report
Adelanto Water System Monthly Asset Management Report
Iron and Manganese (I & M) Treatment Plant Activity Summary During the month of June, state certified treatment operations staff operated the Iron and Manganese treatment plant. Detailed information regarding the operation is below:
 The Adelanto water treatment plant treated 53.189 million gallons of raw water.  All effluent samples from the I & M plant were within operational guidelines for Iron and Manganese.
 Weekly samples were collected and sent to a certified laboratory.  Daily grab samples were analyzed for:
o Iron
o Manganese
o Chlorine residual (compared to online chlorine sensor) o Turbidity
Current Issues with the Iron and Manganese (I & M) System These issues need to be given priority as they are essential to water system function and water quality.
 The chlorine storage tanks need to be replaced as chlorine in liquid form degenerates rapidly
 Both raw and finished water tanks have been inspected and are both severely corroded and need to be replaced.
 1200 Booster #1 switchgear is not to code and needs to be replaced. 52 City of Adelanto Adelanto Iron and Manganese Filtration Plant System Number 3610001
Operated by: PERC Water
Plant Status Filter Influent
Date Online/Offline
Free CL2
Residual
(Daily)
Turbidity,
NTU (Daily)
Treated
Water
Reservoir
CL2
Iron, ug/L
(Weekly)
Manganese
, ug/L
(Weekly)
Total
Coliforms
(Monthly)
HPC
(Monthly)
5/1/2023 Online 0.03 0.40 1.835/2/2023 Online 0.02 0.26 1.535/3/2023 Online 0.03 0.28 1.48 ND ND Absent <15/4/2023 Online 0.04 0.06 1.395/5/2023 Online 0.03 0.05 1.665/6/2023 Online 0.00 0.05 1.625/7/2023 Online 0.06 0.07 1.715/8/2023 Online 0.40 0.12 1.695/9/2023 Online 0.02 0.08 1.71 ND ND Absent <1 5/10/2023 Online 0.50 0.08 1.705/11/2023 Online 0.06 0.10 1.605/12/2023 Online 0.05 0.07 1.575/13/2023 Online 0.03 0.06 1.675/14/2023 Online 0.03 0.08 1.495/15/2023 Online 0.11 0.08 1.505/16/2023 Online 0.13 0.13 1.56 ND ND Absent <15/17/2023 Online 0.04 0.17 1.745/18/2023 Online 0.03 0.10 1.525/19/2023 Online 0.02 0.06 1.375/20/2023 Online 0.02 0.05 1.445/21/2023 Online 0.04 0.14 1.235/22/2023 Online 0.03 0.19 1.905/23/2023 Online 0.03 0.18 2.02 ND ND Absent <15/24/2023 Online 0.04 0.19 2.065/25/2023 Online 0.03 0.09 2.005/26/2023 Online 0.03 0.14 1.975/27/2023 Online 0.02 0.11 1.735/28/2023 Online 0.04 0.11 1.905/29/2023 Online 0.02 0.08 2.045/30/2023 Online 0.03 0.22 2.15 ND ND Absent <15/31/2023 Online 0.03 0.03 1.67 Notes
Filter Effluent (3610001‐021) Filter Effluent (3610001‐021) 53 City of Adelanto Adelanto Iron and Manganese Filtration Plant System Number 3610001
Operated by: PERC Water
Well 1G 361001‐016 2‐May‐23 OFFLINE
Well 3G2 361001‐021 2‐May‐23 Online 470 ND Absent 2
Well 4G 361001‐013 2‐May‐23 Online ND ND Absent <1
Well 8G2 361001‐022 2‐May‐23 Online ND 730 Absent <1
Total Coliforms
(P or A) Location HPC Comments Primary Station Code Date Status (Online/Offline) Iron, ug/L Manganese, ug/L 54 Section D
Distribution System Report
55 State of California -- State Water Resources Control Board Division of Drinking Water Programs Water System Name: City of Adelanto System N 360001 Month/Year: May-23 Facility Name: 0.75 Mil Reservoir Blending Facility Constituent Blended: Fluoride MCL 2 mg/L Quantity of
Water (gpd)
Conc.
(mg/L) A X B = Quantity of Water (gpd) Conc. (mg/L) D X E = Quantity of Water (gpd) Conc. (mg/L) G X H = Quantity of Water (gpd) Conc. (mg/L) J X K = C+F+I+L= A+D+G+J=

A B C D E FG H I J K L M N
1 0 0.00 0 0 0.49 0 0 0.00 0 2,733,690 0.44 1,202,824 1,202,824 2,733,690 0.4402 0 0.00 0 0 0.49 0 0 0.00 0 2,746,524 0.44 1,208,471 1,208,471 2,746,524 0.4403 0 0.00 0 0 0.49 0 0 0.00 0 2,772,193 0.44 1,219,765 1,219,765 2,772,193 0.440 0.434 0 0.00 0 0 0.49 0 0 0.00 0 3,118,717 0.44 1,372,235 1,372,235 3,118,717 0.4405 0 0.00 0 5,000 0.49 2,450 0 0.00 0 2,708,021 0.44 1,191,529 1,193,979 2,713,021 0.4406 0 0.00 0 519,000 0.49 254,310 0 0.00 0 3,452,406 0.44 1,519,059 1,773,369 3,971,406 0.4477 0 0.00 0 483,000 0.49 236,670 0 0.00 0 3,105,882 0.44 1,366,588 1,603,258 3,588,882 0.4478 0 0.00 0 0 0.49 0 0 0.00 0 2,708,021 0.44 1,191,529 1,191,529 2,708,021 0.4409 0 0.00 0 421,000 0.49 206,290 0 0.00 0 3,170,053 0.44 1,394,824 1,601,114 3,591,053 0.446 0.44 10 0 0.00 0 403,000 0.49 197,470 0 0.00 0 2,772,193 0.44 1,219,765 1,417,235 3,175,193 0.44611 0 0.00 0 427,000 0.49 209,230 0 0.00 0 3,105,882 0.44 1,366,588 1,575,818 3,532,882 0.44612 0 0.00 0 550,000 0.49 269,500 0 0.00 0 3,118,717 0.44 1,372,235 1,641,735 3,668,717 0.44713 0 0.00 0 478,000 0.49 234,220 0 0.00 0 2,964,706 0.44 1,349,647 1,583,867 3,442,706 0.46014 0 0.00 0 605,000 0.49 296,450 0 0.00 0 3,067,380 0.44 1,135,059 1,431,509 3,672,380 0.39015 0 0.00 0 407,000 0.49 199,430 0 0.00 0 2,579,679 0.44 1,479,529 1,678,959 2,986,679 0.56216 0 0.00 0 452,000 0.49 221,480 0 0.00 0 3,362,567 0.44 1,010,824 1,232,304 3,814,567 0.323 0.4117 0 0.00 0 306,000 0.49 149,940 0 0.00 0 2,297,326 0.44 1,321,412 1,471,352 2,603,326 0.56518 0 0.00 0 310,000 0.49 151,900 0 0.00 0 3,003,209 0.44 1,620,706 1,772,606 3,313,209 0.53519 0 0.00 0 495,000 0.49 242,550 0 0.00 0 3,683,422 0.44 1,264,941 1,507,491 4,178,422 0.36120 0 0.00 0 397,000 0.49 194,530 0 0.00 0 2,874,866 0.44 1,174,588 1,369,118 3,271,866 0.41821 0 0.00 0 328,000 0.49 160,720 0 0.00 0 2,669,519 0.44 1,411,765 1,572,485 2,997,519 0.52522 0 0.00 0 481,000 0.49 235,690 0 0.00 0 3,208,556 0.44 1,411,765 1,647,455 3,689,556 0.44723 0 0.00 0 507,000 0.49 248,430 0 0.00 0 3,208,556 0.44 1,411,765 1,660,195 3,715,556 0.447 0.4624 0 0.00 0 676,000 0.49 331,240 0 0.00 0 3,208,556 0.44 1,411,765 1,743,005 3,884,556 0.44925 0 0.00 0 476,000 0.49 233,240 0 0.00 0 3,208,556 0.44 1,411,765 1,645,005 3,684,556 0.44626 0 0.00 0 699,000 0.49 342,510 0 0.00 0 3,208,556 0.44 1,411,765 1,754,275 3,907,556 0.44927 0 0.00 0 770,000 0.49 377,300 0 0.00 0 3,208,556 0.44 1,411,765 1,789,065 3,978,556 0.45028 0 0.00 0 584,000 0.49 286,160 0 0.00 0 3,208,556 0.44 1,411,765 1,697,925 3,792,556 0.44829 0 0.00 0 630,000 0.49 308,700 0 0.00 0 2,002,139 0.44 880,941 1,189,641 2,632,139 0.45230 0 0.00 0 601,000 0.49 294,490 0 0.00 0 2,515,508 0.44 1,106,824 1,401,314 3,116,508 0.450 0.4831 0 0.00 0 647,000 0.49 317,030 0 0.00 0 5,403,209 0.44 2,377,412 2,694,442 6,050,209 0.445 ND = Non DetectBlank Cell = No Sample

M O N T H L Y B L E N D I N G R E C O R D
Day
Source 1: Well 4 Source 2: Well 14A Source 3: Well 5A Source 4: Treatment Plant Effluent Theoretical Concentration in Blended Water from Sources 1, 2, 3, & 4. Lab Result (mg/L) @ FRONT
PUMP
HOUSE
M  N
( mg/L )
56 State of California -- State Water Resources Control Board Division of Drinking Water Programs Water System Name: City of Adelanto System No.: 360001 Month/Year: May-23 Facility Name: 0.75 Mil Reservoir Blending Facility Constituent Blended: Arsenic MCL 0.01 mg/L Quantity of
Water (gpd)
Conc.
(mg/L) A X B = Quantity of Water (gpd) Conc. (mg/L) D X E = Quantity of Water (gpd) Conc. (mg/L) G X H = Quantity of Water (gpd) Conc. (mg/L) J X K = C+F+I+L= A+D+G+J=

A B C D E FG H I J K L M N
1 0 0.00 0 0 0.00 0 0 0.00 0 2,733,690 0.00 0 0 2,733,690 0.0002 0 0.00 0 0 0.00 0 0 0.00 0 2,746,524 0.00 0 0 2,746,524 0.0003 0 0.00 0 0 0.00 0 0 0.00 0 2,772,193 0.00 0 0 2,772,193 0.000 ND4 0 0.00 0 0 0.00 0 0 0.00 0 3,118,717 0.00 0 0 3,118,717 0.0005 0 0.00 0 5,000 0.00 0 0 0.00 0 2,708,021 0.00 0 0 2,713,021 0.0006 0 0.00 0 519,000 0.00 0 0 0.00 0 3,452,406 0.00 0 0 3,971,406 0.0007 0 0.00 0 483,000 0.00 0 0 0.00 0 3,105,882 0.00 0 0 3,588,882 0.0008 0 0.00 0 0 0.00 0 0 0.00 0 2,708,021 0.00 0 0 2,708,021 0.0009 0 0.00 0 421,000 0.00 0 0 0.00 0 3,170,053 0.00 0 0 3,591,053 0.000 ND 10 0 0.00 0 403,000 0.00 0 0 0.00 0 2,772,193 0.00 0 0 3,175,193 0.00011 0 0.00 0 427,000 0.00 0 0 0.00 0 3,105,882 0.00 0 0 3,532,882 0.00012 0 0.00 0 550,000 0.00 0 0 0.00 0 3,118,717 0.00 0 0 3,668,717 0.00013 0 0.00 0 478,000 0.00 0 0 0.00 0 2,964,706 0.00 0 0 3,442,706 0.00014 0 0.00 0 605,000 0.00 0 0 0.00 0 3,067,380 0.00 0 0 3,672,380 0.00015 0 0.00 0 407,000 0.00 0 0 0.00 0 2,579,679 0.00 0 0 2,986,679 0.00016 0 0.00 0 452,000 0.00 0 0 0.00 0 3,362,567 0.00 0 0 3,814,567 0.000 ND17 0 0.00 0 306,000 0.00 0 0 0.00 0 2,297,326 0.00 0 0 2,603,326 0.00018 0 0.00 0 310,000 0.00 0 0 0.00 0 3,003,209 0.00 0 0 3,313,209 0.00019 0 0.00 0 495,000 0.00 0 0 0.00 0 3,683,422 0.00 0 0 4,178,422 0.00020 0 0.00 0 397,000 0.00 0 0 0.00 0 2,874,866 0.00 0 0 3,271,866 0.00021 0 0.00 0 328,000 0.00 0 0 0.00 0 2,669,519 0.00 0 0 2,997,519 0.00022 0 0.00 0 481,000 0.00 0 0 0.00 0 3,208,556 0.00 0 0 3,689,556 0.00023 0 0.00 0 507,000 0.00 0 0 0.00 0 3,208,556 0.00 0 0 3,715,556 0.000 ND24 0 0.00 0 676,000 0.00 0 0 0.00 0 3,208,556 0.00 0 0 3,884,556 0.00025 0 0.00 0 476,000 0.00 0 0 0.00 0 3,208,556 0.00 0 0 3,684,556 0.00026 0 0.00 0 699,000 0.00 0 0 0.00 0 3,208,556 0.00 0 0 3,907,556 0.00027 0 0.00 0 770,000 0.00 0 0 0.00 0 3,208,556 0.00 0 0 3,978,556 0.00028 0 0.00 0 584,000 0.00 0 0 0.00 0 3,208,556 0.00 0 0 3,792,556 0.00029 0 0.00 0 630,000 0.00 0 0 0.00 0 2,002,139 0.00 0 0 2,632,139 0.00030 0 0.00 0 601,000 0.00 0 0 0.00 0 2,515,508 0.00 0 0 3,116,508 0.000 ND31 0 0.00 0 647,000 0 0 0 0.00 0 5,403,209 0.00 0 0 6,050,209 0.000 ND = Non DetectBlank Cell = No Sample

Lab Result
(mg/L) @
FRONT
PUMP
HOUSE
M  N
( mg/L )
57 State of California -- State Water Resources Control Board Division of Drinking Water Programs Water System Name: City of Adelanto System No.: 360001 Month/Year: May-23 Facility Name: 0.75 Mil Reservoir Blending Facility Constituent Blended: Iron MCL 0.30 mg/L Quantity of
Water (gpd)
Conc.
(mg/L) A X B = Quantity of Water (gpd) Conc. (mg/L) D X E = Quantity of Water (gpd) Conc. (mg/L) G X H = Quantity of Water (gpd) Conc. (mg/L) J X K = C+F+I+L= A+D+G+J=

A B C D E FG H I J K L M N
1 0 0.00 0 0 0.54 0 0 0.00 0 2,733,690 0.00 0 0 2,733,690 0.0002 0 0.00 0 0 0.54 0 0 0.00 0 2,746,524 0.00 0 0 2,746,524 0.0003 0 0.00 0 0 0.54 0 0 0.00 0 2,772,193 0.00 0 0 2,772,193 0.000 ND4 0 0.00 0 0 0.54 0 0 0.00 0 3,118,717 0.00 0 0 3,118,717 0.0005 0 0.00 0 5,000 0.54 2,700 0 0.00 0 2,708,021 0.00 0 2,700 2,713,021 0.0016 0 0.00 0 519,000 0.54 280,260 0 0.00 0 3,452,406 0.00 0 280,260 3,971,406 0.0717 0 0.00 0 483,000 0.54 260,820 0 0.00 0 3,105,882 0.00 0 260,820 3,588,882 0.0738 0 0.00 0 0 0.54 0 0 0.00 0 2,708,021 0.00 0 0 2,708,021 0.0009 0 0.00 0 421,000 0.54 227,340 0 0.00 0 3,170,053 0.00 0 227,340 3,591,053 0.063 ND 10 0 0.00 0 403,000 0.54 217,620 0 0.00 0 2,772,193 0.00 0 217,620 3,175,193 0.06911 0 0.00 0 427,000 0.54 230,580 0 0.00 0 3,105,882 0.00 0 230,580 3,532,882 0.06512 0 0.00 0 550,000 0.54 297,000 0 0.00 0 3,118,717 0.00 0 297,000 3,668,717 0.08113 0 0.00 0 478,000 0.54 258,120 0 0.00 0 2,964,706 0.00 0 258,120 3,442,706 0.07514 0 0.00 0 605,000 0.54 326,700 0 0.00 0 3,067,380 0.00 0 326,700 3,672,380 0.08915 0 0.00 0 407,000 0.54 219,780 0 0.00 0 2,579,679 0.00 0 219,780 2,986,679 0.07416 0 0.00 0 452,000 0.54 244,080 0 0.00 0 3,362,567 0.00 0 244,080 3,814,567 0.064 ND17 0 0.00 0 306,000 0.54 165,240 0 0.00 0 2,297,326 0.00 0 165,240 2,603,326 0.06318 0 0.00 0 310,000 0.54 167,400 0 0.00 0 3,003,209 0.00 0 167,400 3,313,209 0.05119 0 0.00 0 495,000 0.54 267,300 0 0.00 0 3,683,422 0.00 0 267,300 4,178,422 0.06420 0 0.00 0 397,000 0.54 214,380 0 0.00 0 2,874,866 0.00 0 214,380 3,271,866 0.06621 0 0.00 0 328,000 0.54 177,120 0 0.00 0 2,669,519 0.00 0 177,120 2,997,519 0.05922 0 0.00 0 481,000 0.54 259,740 0 0.00 0 3,208,556 0.00 0 259,740 3,689,556 0.07023 0 0.00 0 507,000 0.54 273,780 0 0.00 0 3,208,556 0.00 0 273,780 3,715,556 0.074 ND24 0 0.00 0 676,000 0.54 365,040 0 0.00 0 3,208,556 0.00 0 365,040 3,884,556 0.09425 0 0.00 0 476,000 0.54 257,040 0 0.00 0 3,208,556 0.00 0 257,040 3,684,556 0.07026 0 0.00 0 699,000 0.54 377,460 0 0.00 0 3,208,556 0.00 0 377,460 3,907,556 0.09727 0 0.00 0 770,000 0.54 415,800 0 0.00 0 3,208,556 0.00 0 415,800 3,978,556 0.10528 0 0.00 0 584,000 0.54 315,360 0 0.00 0 3,208,556 0.00 0 315,360 3,792,556 0.08329 0 0.00 0 630,000 0.54 340,200 0 0.00 0 2,002,139 0.00 0 340,200 2,632,139 0.12930 0 0.00 0 601,000 0.54 324,540 0 0.00 0 2,515,508 0.00 0 324,540 3,116,508 0.104 ND31 0 0.00 0 647,000 0.54 349,380 0 0.00 0 5,403,209 0.00 0 349,380 6,050,209 0.058 ND = Non DetectBlank Cell = No Sample

Lab Result
(mg/L) @
FRONT
PUMP
HOUSE
M  N
( mg/L )
58 State of California -- State Water Resources Control Board Division of Drinking Water Programs Water System Name: City of Adelanto System No.: 360001 Month/Year: May-23 Facility Name: 0.75 Mil Reservoir Blending Facility Constituent Blended: Manganese MCL 0.05 mg/L Quantity of
Water (gpd)
Conc.
(mg/L) A X B = Quantity of Water (gpd) Conc. (mg/L) D X E = Quantity of Water (gpd) Conc. (mg/L) G X H = Quantity of Water (gpd) Conc. (mg/L) J X K = C+F+I+L= A+D+G+J=

A B C D E FG H I J K L M N
1 0 0.00 0 0 0.13 0 0 0.00 0 2,733,690 0.00 0 0 2,733,690 0.0002 0 0.00 0 0 0.13 0 0 0.00 0 2,746,524 0.00 0 0 2,746,524 0.0003 0 0.00 0 0 0.13 0 0 0.00 0 2,772,193 0.00 0 0 2,772,193 0.000 ND4 0 0.00 0 0 0.13 0 0 0.00 0 3,118,717 0.00 0 0 3,118,717 0.0005 0 0.00 0 5,000 0.13 650 0 0.00 0 2,708,021 0.00 0 650 2,713,021 0.0006 0 0.00 0 519,000 0.13 67,470 0 0.00 0 3,452,406 0.00 0 67,470 3,971,406 0.0177 0 0.00 0 483,000 0.13 62,790 0 0.00 0 3,105,882 0.00 0 62,790 3,588,882 0.0178 0 0.00 0 0 0.13 0 0 0.00 0 2,708,021 0.00 0 0 2,708,021 0.0009 0 0.00 0 421,000 0.13 54,730 0 0.00 0 3,170,053 0.00 0 54,730 3,591,053 0.015 ND 10 0 0.00 0 403,000 0.13 52,390 0 0.00 0 2,772,193 0.00 0 52,390 3,175,193 0.01611 0 0.00 0 427,000 0.13 55,510 0 0.00 0 3,105,882 0.00 0 55,510 3,532,882 0.01612 0 0.00 0 550,000 0.13 71,500 0 0.00 0 3,118,717 0.00 0 71,500 3,668,717 0.01913 0 0.00 0 478,000 0.13 62,140 0 0.00 0 2,964,706 0.00 0 62,140 3,442,706 0.01814 0 0.00 0 605,000 0.13 78,650 0 0.00 0 3,067,380 0.00 0 78,650 3,672,380 0.02115 0 0.00 0 407,000 0.13 52,910 0 0.00 0 2,579,679 0.00 0 52,910 2,986,679 0.01816 0 0.00 0 452,000 0.13 58,760 0 0.00 0 3,362,567 0.00 0 58,760 3,814,567 0.015 ND17 0 0.00 0 306,000 0.13 39,780 0 0.00 0 2,297,326 0.00 0 39,780 2,603,326 0.01518 0 0.00 0 310,000 0.13 40,300 0 0.00 0 3,003,209 0.00 0 40,300 3,313,209 0.01219 0 0.00 0 495,000 0.13 64,350 0 0.00 0 3,683,422 0.00 0 64,350 4,178,422 0.01520 0 0.00 0 397,000 0.13 51,610 0 0.00 0 2,874,866 0.00 0 51,610 3,271,866 0.01621 0 0.00 0 328,000 0.13 42,640 0 0.00 0 2,669,519 0.00 0 42,640 2,997,519 0.01422 0 0.00 0 481,000 0.13 62,530 0 0.00 0 3,208,556 0.00 0 62,530 3,689,556 0.01723 0 0.00 0 507,000 0.13 65,910 0 0.00 0 3,208,556 0.00 0 65,910 3,715,556 0.018 ND24 0 0.00 0 676,000 0.13 87,880 0 0.00 0 3,208,556 0.00 0 87,880 3,884,556 0.02325 0 0.00 0 476,000 0.13 61,880 0 0.00 0 3,208,556 0.00 0 61,880 3,684,556 0.01726 0 0.00 0 699,000 0.13 90,870 0 0.00 0 3,208,556 0.00 0 90,870 3,907,556 0.02327 0 0.00 0 770,000 0.13 100,100 0 0.00 0 3,208,556 0.00 0 100,100 3,978,556 0.02528 0 0.00 0 584,000 0.13 75,920 0 0.00 0 3,208,556 0.00 0 75,920 3,792,556 0.02029 0 0.00 0 630,000 0.13 81,900 0 0.00 0 2,002,139 0.00 0 81,900 2,632,139 0.03130 0 0.00 0 601,000 0.13 78,130 0 0.00 0 2,515,508 0.00 0 78,130 3,116,508 0.025 ND31 0 0.00 0 647,000 0.13 84,110 0 0.00 0 5,403,209 0.00 0 84,110 6,050,209 0.014 ND = Non DetectBlank Cell = No Sample

Lab Result
(mg/L) @
FRONT
PUMP
HOUSE
M  N
( mg/L )
59 State of California -- State Water Resources Control Board Division of Drinking Water Programs

IN (K) GALLONS
May‐23
Well 4 Well 14A Well 5A MONTHLY RESULTS
1-May-23 00 0 2734 0 0 WELL 4 ug/l mg/l INACTIVE2-May-23 00 0 2747 0 0 FLUORIDE INACTIVE3-May-23 00 0 2772 0 0 ARSENIC INACTIVE4-May-23 00 0 3119 0 0 IRON INACTIVE5-May-23 05 0 2708 0 0 MN INACTIVE6-May-23 0 519 0 3452 0 07-May-23 0 483 0 3106 0 08-May-23 00 0 2708 0 0 WELL 14A ug/l mg/l9-May-23 0 421 0 3170 0 0 FLUORIDE 0.49 10-May-23 0 403 0 2772 0 0 ARSENIC 0 011-May-23 0 427 0 3106 0 0 IRON 540 0.5412-May-23 0 550 0 3119 0 0 MN 130 0.1313-May-23 0 478 0 2965 0 014-May-23 0 605 0 3067 0 015-May-23 0 407 0 2580 0 0 WELL 5a ug/l mg/l INACTIVE16-May-23 0 452 0 3363 0 0 FLUORIDE INACTIVE17-May-23 0 306 0 2297 0 0 ARSENIC INACTIVE18-May-23 0 310 0 3003 0 0 IRON INACTIVE19-May-23 0 495 0 3683 0 0 MN INACTIVE20-May-23 0 397 0 2875 0 021-May-23 0 328 0 2670 0 022-May-23 0 481 0 3209 0 0 T PLANT E ug/l mg/l23-May-23 0 507 0 3209 0 0 FLUORIDE 0.4424-May-23 0 676 0 3209 0 0 ARSENIC 0 025-May-23 0 476 0 3209 0 0 IRON 0 026-May-23 0 699 0 3209 0 0 MN 0 027-May-23 0 770 0 3209 0 028-May-23 0 584 0 3209 0 029-May-23 0 630 0 2002 0 030-May-23 0 601 0 2516 0 031-May-23 0 647 0 5403 0 0 Teatment Plant Effluent
Booster 1 Booster 2 Booster 3
60 Section E
Completed Work Orders
61 Work Order Number Type Completed Date
2023‐00000833 LEAK IN STR ‐ NR 05/03/2023
2023‐00000851 METER CHANGE OUT 05/03/2023
2023‐00000861 METER CHANGE OUT 05/03/2023
2023‐00000877 READ ONLY ‐ A/T 05/01/2023
2023‐00000889 TURN OFF CR 05/01/2023
2023‐00000891 READ ONLY ‐ A/T 05/01/2023
2023‐00000893 METER CHANGE OUT 05/03/2023
2023‐00000895 METER CHANGE OUT 05/02/2023
2023‐00000899 METER CHANGE OUT 05/03/2023
2023‐00000900 METER CHANGE OUT 05/09/2023
2023‐00000902 METER CHANGE OUT 05/04/2023
2023‐00000906 POSS DEAD MTR 05/09/2023
2023‐00000907 METER CHANGE OUT 05/02/2023
2023‐00000908 POSS DEAD MTR 05/02/2023
2023‐00000909 POSS DEAD MTR 05/02/2023
2023‐00000910 METER CHANGE OUT 05/09/2023
2023‐00000912 METER CHANGE OUT 05/08/2023
2023‐00000913 METER CHANGE OUT 05/09/2023
2023‐00000914 METER CHANGE OUT 05/03/2023
2023‐00000915 POSS DEAD MTR 05/02/2023
2023‐00000916 POSS DEAD MTR 05/02/2023
2023‐00000917 POSS DEAD MTR 05/01/2023
2023‐00000918 POSS DEAD MTR 05/02/2023
2023‐00000919 POSS DEAD MTR 05/02/2023
2023‐00000920 METER CHANGE OUT 05/02/2023
2023‐00000921 METER CHANGE OUT 05/02/2023
2023‐00000924 METER CHANGE OUT 05/02/2023
2023‐00000926 TURN OFF CR 05/01/2023
2023‐00000928 POSS DEAD MTR 05/02/2023
2023‐00000935 TURN OFF CR 05/01/2023
2023‐00000936 TURN OFF CR 05/02/2023
2023‐00000939 TURN OFF CR 05/01/2023
2023‐00000942 TURN ON FINAL RD 05/01/2023
2023‐00000943 READ ONLY ‐ A/T 05/01/2023
2023‐00000944 TURN OFF CR 05/01/2023
2023‐00000945 TURN OFF CR 05/08/2023
2023‐00000946 TURN OFF CR 05/01/2023
2023‐00000947 TURN OFF CR 05/01/2023
2023‐00000948 TURN OFF CR 05/01/2023
2023‐00000949 TURN ON FINAL RD 05/01/2023
2023‐00000950 TURN ON FINAL RD 05/01/2023
2023‐00000951 TURN OFF CR 05/01/2023
2023‐00000952 TURN ON FINAL RD 05/01/2023
2023‐00000953 TURN OFF CR 05/01/2023
2023‐00000954 TURN ON FINAL RD 05/01/2023
2023‐00000955 TURN OFF CR 05/01/2023
62 2023‐00000956 TURN OFF CR 05/01/2023
2023‐00000957 RECONNECT 05/02/2023
2023‐00000958 READ‐CHECK LEAKS 05/02/2023
2023‐00000959 TURN ON FINAL RD 05/02/2023
2023‐00000960 TURN OFF CR 05/02/2023
2023‐00000961 TURN OFF CR 05/02/2023
2023‐00000962 READ ONLY ‐ A/T 05/02/2023
2023‐00000963 TURN ON FINAL RD 05/02/2023
2023‐00000964 TURN ON 05/03/2023
2023‐00000965 TURN OFF CR 05/03/2023
2023‐00000966 RECONNECT 05/03/2023
2023‐00000967 TURN ON FINAL RD 05/03/2023
2023‐00000968 TURN ON FINAL RD 05/03/2023
2023‐00000969 METER INSTALL 05/03/2023
2023‐00000970 TURN ON FINAL RD 05/04/2023
2023‐00000971 READ‐CHECK LEAKS 05/04/2023
2023‐00000972 READ‐CHECK LEAKS 05/04/2023
2023‐00000973 READ‐CHECK LEAKS 05/04/2023
2023‐00000974 RECONNECT 05/04/2023
2023‐00000975 READ‐CHECK LEAKS 05/04/2023
2023‐00000976 RECONNECT 05/04/2023
2023‐00000977 READ ONLY ‐ A/T 05/04/2023
2023‐00000978 VRFY WTR ON 05/04/2023
2023‐00000979 TURN ON FINAL RD 05/05/2023
2023‐00000980 READ ONLY ‐ A/T 05/15/2023
2023‐00000981 POSSIBLE LEAK 05/08/2023
2023‐00000982 TURN ON 05/08/2023
2023‐00000983 TURN OFF CR 05/08/2023
2023‐00000984 METER CHANGE OUT 05/08/2023
2023‐00000985 TURN ON FINAL RD 05/08/2023
2023‐00000986 RECONNECT 05/08/2023
2023‐00000987 READ ONLY ‐ A/T 05/08/2023
2023‐00000988 TURN ON FINAL RD 05/08/2023
2023‐00000989 TURN OFF CR 05/09/2023
2023‐00000990 TURN ON FINAL RD 05/08/2023
2023‐00000991 METER CHANGE OUT 05/17/2023
2023‐00000992 METER CHANGE OUT 05/11/2023
2023‐00000993 POSS DEAD MTR 05/17/2023
2023‐00000994 METER CHANGE OUT 05/11/2023
2023‐00000995 METER CHANGE OUT 05/11/2023
2023‐00000996 METER CHANGE OUT 05/11/2023
2023‐00000998 METER CHANGE OUT 05/11/2023
2023‐00000999 READ ONLY ‐ A/T 05/08/2023
2023‐00001000 METER CHANGE OUT 05/11/2023
2023‐00001001 METER CHANGE OUT 05/11/2023
2023‐00001002 METER CHANGE OUT 05/17/2023
2023‐00001004 TURN ON FINAL RD 05/08/2023
63 2023‐00001007 TURN ON FINAL RD 05/09/2023
2023‐00001008 LEAK IN STR ‐ NR 05/12/2023
2023‐00001009 DOOR TAG 05/09/2023
2023‐00001010 READ‐CHECK LEAKS 05/09/2023
2023‐00001011 LOCK METER 05/09/2023
2023‐00001012 RECONNECT 05/09/2023
2023‐00001013 RECONNECT 05/09/2023
2023‐00001014 PRESSURE CONC‐NR 05/09/2023
2023‐00001015 TURN OFF REPAIR 05/09/2023
2023‐00001016 PRESSURE CONC‐NR 05/09/2023
2023‐00001017 LOCK METER 05/09/2023
2023‐00001018 METER CHANGE OUT 05/10/2023
2023‐00001019 TURN ON 05/09/2023
2023‐00001020 SV RVW CORR‐NR 05/10/2023
2023‐00001021 METER CHANGE OUT 05/09/2023
2023‐00001022 TURN ON FINAL RD 05/10/2023
2023‐00001023 TURN OFF CR 05/10/2023
2023‐00001024 TURN OFF CR 05/10/2023
2023‐00001025 POSSIBLE LEAK 05/10/2023
2023‐00001026 POSS DEAD MTR 05/17/2023
2023‐00001027 POSS DEAD MTR 05/10/2023
2023‐00001028 METER CHANGE OUT 05/17/2023
2023‐00001029 POSS DEAD MTR 05/17/2023
2023‐00001030 METER CHANGE OUT 05/17/2023
2023‐00001031 RECONNECT 05/10/2023
2023‐00001032 POSS DEAD MTR 05/17/2023
2023‐00001033 POSS DEAD MTR 05/17/2023
2023‐00001034 READ‐CHECK LEAKS 05/10/2023
2023‐00001035 TURN OFF CR 05/11/2023
2023‐00001036 LEAK REPR ‐ NR 05/15/2023
2023‐00001037 TURN ON FINAL RD 05/10/2023
2023‐00001038 METER CHANGE OUT 05/10/2023
2023‐00001039 METER CHANGE OUT 05/10/2023
2023‐00001040 TURN OFF CR 05/10/2023
2023‐00001041 TURN ON 05/10/2023
2023‐00001042 READ ONLY ‐ A/T 05/10/2023
2023‐00001043 TURN OFF CR 05/30/2023
2023‐00001044 POSSIBLE LEAK 05/11/2023
2023‐00001045 READ ONLY ‐ A/T 05/11/2023
2023‐00001046 RECONNECT 05/11/2023
2023‐00001047 TURN ON 05/11/2023
2023‐00001048 HYD CONCERN ‐ NR 05/11/2023
2023‐00001049 DOOR TAG 05/15/2023
2023‐00001050 METER CHANGE OUT 05/10/2023
2023‐00001051 READ ONLY ‐ A/T 05/11/2023
2023‐00001052 POSSIBLE LEAK 05/12/2023
2023‐00001053 TURN OFF CR 05/15/2023
64 2023‐00001054 POSSIBLE LEAK 05/15/2023
2023‐00001055 READ ONLY ‐ A/T 05/15/2023
2023‐00001056 EX SPRNKLR RO 05/15/2023
2023‐00001057 TURN OFF CR 05/15/2023
2023‐00001058 TURN OFF CR 05/15/2023
2023‐00001059 READ ONLY ‐ A/T 05/15/2023
2023‐00001060 TURN OFF CR 05/15/2023
2023‐00001061 TURN ON 05/15/2023
2023‐00001062 TURN OFF CR 05/15/2023
2023‐00001063 TURN OFF CR 05/15/2023
2023‐00001064 TURN ON 05/16/2023
2023‐00001065 TURN ON FINAL RD 05/16/2023
2023‐00001066 METER CHANGE OUT 05/11/2023
2023‐00001067 METER CHANGE OUT 05/11/2023
2023‐00001068 METER CHANGE OUT 05/11/2023
2023‐00001069 METER CHANGE OUT 05/11/2023
2023‐00001070 METER CHANGE OUT 05/11/2023
2023‐00001071 TURN ON FINAL RD 05/16/2023
2023‐00001072 RECONNECT 05/16/2023
2023‐00001075 POSSIBLE LEAK 05/17/2023
2023‐00001076 TURN ON 05/17/2023
2023‐00001077 TURN OFF CR 05/25/2023
2023‐00001078 READ‐CHECK LEAKS 05/17/2023
2023‐00001079 READ‐CHECK LEAKS 05/18/2023
2023‐00001080 READ‐CHECK LEAKS 05/17/2023
2023‐00001081 READ‐CHECK LEAKS 05/17/2023
2023‐00001082 DOOR TAG 05/18/2023
2023‐00001083 READ‐CHECK LEAKS 05/18/2023
2023‐00001084 READ ONLY ‐ A/T 05/18/2023
2023‐00001086 VRFY WTR ON 05/18/2023
2023‐00001087 VRFY WTR ON 05/18/2023
2023‐00001088 TURN OFF CR 05/22/2023
2023‐00001089 TURN ON FINAL RD 05/18/2023
2023‐00001090 POSSIBLE LEAK 05/18/2023
2023‐00001091 DOOR TAG 05/18/2023
2023‐00001092 TURN OFF CR 05/23/2023
2023‐00001093 NO WTR‐INVES 05/19/2023
2023‐00001094 TURN ON FINAL RD 05/22/2023
2023‐00001095 METER CHANGE OUT 05/30/2023
2023‐00001096 RECONNECT 05/22/2023
2023‐00001097 READ‐CHECK LEAKS 05/22/2023
2023‐00001098 BROKE MTR LID 05/22/2023
2023‐00001099 BROKE MTR LID 05/22/2023
2023‐00001100 READ‐CHECK LEAKS 05/22/2023
2023‐00001101 BROKE MTR LID 05/22/2023
2023‐00001102 TURN OFF CR 05/22/2023
2023‐00001103 PULL METER 05/22/2023
65 2023‐00001104 READ ONLY ‐ A/T 05/22/2023
2023‐00001105 READ ONLY ‐ A/T 05/22/2023
2023‐00001106 TURN ON FINAL RD 05/22/2023
2023‐00001107 TURN ON 05/22/2023
2023‐00001108 POSSIBLE LEAK 05/22/2023
2023‐00001109 DOOR TAG 05/23/2023
2023‐00001110 TURN OFF CR 05/23/2023
2023‐00001111 TURN OFF CR 05/25/2023
2023‐00001112 READ ONLY ‐ A/T 05/25/2023
2023‐00001115 TURN ON 05/23/2023
2023‐00001116 POSS DEAD MTR 05/31/2023
2023‐00001118 TURN OFF CR 05/24/2023
2023‐00001119 TURN OFF CR 05/30/2023
2023‐00001120 TURN OFF CR 05/24/2023
2023‐00001121 READ ONLY ‐ A/T 05/25/2023
2023‐00001122 TURN OFF CR 05/30/2023
2023‐00001123 TURN OFF CR 05/24/2023
2023‐00001124 RECONNECT 05/25/2023
2023‐00001125 TURN ON FINAL RD 05/30/2023
2023‐00001126 DOOR TAG 05/25/2023
2023‐00001127 READ ONLY ‐ A/T 05/25/2023
2023‐00001130 READ ONLY ‐ A/T 05/25/2023
2023‐00001131 READ / METER # 05/25/2023
2023‐00001132 READ ONLY ‐ A/T 05/25/2023
2023‐00001133 READ‐CHECK LEAKS 05/25/2023
2023‐00001134 READ / METER # 05/25/2023
2023‐00001135 READ‐CHECK LEAKS 05/25/2023
2023‐00001136 READ‐CHECK LEAKS 05/30/2023
2023‐00001137 READ‐CHECK LEAKS 05/30/2023
2023‐00001138 READ‐CHECK LEAKS 05/30/2023
2023‐00001139 READ‐CHECK LEAKS 05/30/2023
2023‐00001140 READ ONLY ‐ A/T 05/25/2023
2023‐00001141 ANGLE STOP RPR 05/27/2023
2023‐00001142 METER CHANGE OUT 05/30/2023
2023‐00001143 TURN OFF CR 05/30/2023
2023‐00001144 PRESSURE CONC‐NR 05/30/2023
2023‐00001145 DOOR TAG 05/31/2023
2023‐00001146 HYD CONCERN ‐ NR 05/30/2023
2023‐00001148 DOOR TAG 05/31/2023
2023‐00001150 TURN ON FINAL RD 05/30/2023
2023‐00001151 TURN OFF CR 05/30/2023
2023‐00001152 TURN OFF CR 05/31/2023
2023‐00001153 READ ONLY ‐ A/T 05/30/2023
2023‐00001154 READ ONLY ‐ A/T 05/30/2023
2023‐00001155 RECONNECT 05/30/2023
2023‐00001157 BROWN WTR 05/30/2023
2023‐00001161 READ ONLY ‐ A/T 05/30/2023
66 2023‐00001164 READ ONLY ‐ A/T 05/30/2023
2023‐00001166 TURN ON FINAL RD 05/31/2023
2023‐00001167 TURN ON 05/31/2023
2023‐00001176 READ ONLY ‐ A/T 05/31/2023
2023‐00001178 TURN OFF CR 05/31/2023
2023‐00001180 TURN OFF CR 05/31/2023
2023‐00001259 METER CHANGE OUT 05/10/2023
2023‐00001278 METER CHANGE OUT 05/03/2023
2023‐00001279 METER CHANGE OUT 05/03/2023
67 Section F
Monthly Coliform Report
68 Yes x
State Water Resources Control Board Division of Drinking Water

MONTHLY SUMMARY OF REVISED TOTAL COLIFORM RULE DISTRIBUTION SYSTEM MONITORING (including triggered source monitoring for systems subject to the Groundwater Rule) System Name
City of Adelanto
System Number
CA3610001
Sampling Period
Month May Year 2023
Number
Required
Number
Collected
Number Total
Coliform Positives Number E.coli Positives

1. Routine Samples (see note 1) 40 50 0 0

2. Repeat Samples following samples that are Total Coliform Positive and E.coli Negative (see notes 10 and 11) 0 0 0

3. Repeat Samples following Routine Samples that are
Total Coliform Positive and E. coli Positive
(see notes 10 and 11) 0 0 0

4. Treatment Technique (TT)/MCL Violation Computation
for Total Coliform/E. coli Positive Samples
a. Totals (sum of columns) 40 50 0 0
b. If 40 or more samples collected in month, determine
percent of samples that are total coliform positive
[(total number positive/total number collected) x 100] = 0 % c. Did the system trigger… a Level 2 Assessment TT? Yes x No (see notes 2, 3, 4, 5 and 6 for trigger info)
If a Level 2 Assessment is triggered, see note 8 below. a Level 1 Assessment TT? No
(see note 7 for trigger info)
If a Level 1 Assessment is triggered, see note 9 below.

5. Triggered Source Samples per Groundwater Rule
(see notes 12 and 13) 0 0

6. Invalidated Samples
(Note what samples, if any, were invalidated; who authorized the invalidation; and when replacement samples were collected. Attach additional sheets, if necessary.)

7. Summary Completed By:

Signature Title
Operations Manager
Date
6/1/23
NOTES AND INSTRUCTIONS:

1. Routine samples include:
a. Samples required pursuant to 22 CCR Section 64423 and any additional samples required by an approved routine sample siting plan established pursuant to 22 CCR Section 64422. b. Extra samples are required for systems collecting less than five routine samples per month that had one or more total coliform positives in previous month; c.Extra samples for systems with high source water turbidities that are using surface water or groundwater under direct influence of surface water and do not practice filtration in compliance with regulations;

2. Note: For a repeat sample following a total coliform positive sample, any E.coli positive repeat (boxed entry) constitutes an MCL violation and requires immediate notification to the Division (22, CCR, Section 64426.1).

3. Note: For repeat sample following a E.coli positive sample, any total coliform positive repeat (boxed entry) constitutes an MCL violation and requires immediate notification to the Division (22, CCR, Section 64426.1).

4. Note: Failure to take all required repeat samples following an E. coli positive routine sample (22, CCR, Section 64426.1) constitutes an MCL violation and requires immediate notification to the Division (22, CCR, Section 64426.1).

5. Note: Failure to test for E. coli when any repoeat sample tests postive for total coliform (22, CCR, Section 64426.1) constitutes an MCL violation and requires immediate notification to the Division (22, CCR, Section 64426.1).

6. Note: Second Level 1 treatment technique trigger in a rolling 12-month period.

7. Total coliform Treatment Technique (TT) Violation (Notify Department within 24 hours of TT violation):
a. For systems collecting less than 40 samples, if two or more samples are total coliform positive, then the TT is violated and a Level 1 Assessment is required. b. For systems collecting 40 or more samples, if more than 5.0 percent of samples collected are total coliform positive, then the TT is violated and a Level 1 Assessment is required.

8. Contact the Division as soon as practical to arrange for the division to conduct a Level 2 Assessment of the water system. The water system shall complete a Level 2 Assessment and sumbit it to the Division within 30 days of learning of the trigger exceedance.

9. Conduct a Level 1 Assessment in accordance with as soon as practical that covers the minimum elements (22, CCR, Section 64426.8 (a), (2). Submit the report to the Division within 30 days of learing of the trigger exceedance.

10. Positive results and their associated repeat samples are to be tracked on the Coliform Monitoring Worksheet.

11. Repeat samples must be collected within 24 hours of being notified of the positive results. For systems collecting more than one routine sample per month, three repeat samples must be collected for each total coliform positive sample. For systems collecting one or fewer routine samples per month, four repeat samples must be collected for each total coliform positive sample. At least three samples shall be taken the month following a total coliform positive.

12. For systems subject to the Groundwater Rule: Positive results and the associated triggered source samples are to be tracked on the Coliform Monitoring Worksheet.

13. For triggered sample(s) required as a result of a total coliform routine positive sample, an E.coli positive triggered sample (boxed entry) requires immediate notification to the Division, Tier 1 public notification, and corrective action.
0 69
Section G
Explanation of Terms
and Acronyms
70 Adelanto Section G Explanation of Terms and Acronyms Water System Monthly Asset Management Report
Brief Description of Sections, Terms and Acronyms
Section A
Capital improvement projects (CIP) that are on currently being looked at, in progress, or completed.

Section B
The executive summary is a recap of water production, distribution system, employees, billing and customer service.

Section C
Iron and Manganese Report
References the treatment plant and removal of Iron and Manganese from G wells CL2= Chlorine (disinfectant)
NTU = Turbidity
HPC = Heterotrophic plate count (bacteria colonies)
ug/L = Micrograms per liter
Section D
Distribution Report
Monthly blending records, lab results for each constituent; Fluoride, Arsenic, Iron, Manganese Blended well production (well 4, 14A and 5A) numbers in 1000 gallon units Sampling, intertie water (from Victorville Water District) Well Summary
GPM = gallons per minute
Boosters pump water to higher elevation
Section E
Work Orders Completed
Section F
Monthly Coliform Report
71 ADELANTO PUBLIC UTILITY AUTHORITY
DATE: 6-28-2023
TO: Honorable Chairman and Public Utility Authority Members FROM: Adelanto Public Utility Authority
BY: David Kachelski, Area Operations Manager, PERC Water SUBJECT: WWTP Monthly Report
ATTACHMENTS:

1. APUA Wastewater Treatment Plant Monthly Report- May 2023 72 Adelanto City Hall ~ 11600 Air Expressway, Adelanto, CA 92301 ~ (760) 246-2300 ~ Fax (442) 249-1121 Gabriel Reyes
Mayor
Daniel Ramos
Mayor Pro Tem
Joy Jeannette
Council Member
Angelo Meza
Council Member
Amanda Uptergrove
Council Member
Jessie Flores
City Manager
City of Adelanto/PERC Water Corp.

APUA WWTP
Order No. R6V-2013-0058.

WDID No. 6B369805001.

WDR100026851
73 17520 Newhope Street, Suite 180 Fountain Valley, CA 92708 | Office: 714.352.7750 | Fax: 714.352.7765 | www.percwater.com Jessie Flores
City Manager
City of Adelanto
11600 Air Expressway
Adelanto, CA. 92301
RE: May 2023 Adelanto WWTP Asset Management Monthly Report Mr. Flores,
Please find the Adelanto Wastewater Treatment Plant (WWTP) Asset Management Report enclosed. The purpose of this report is to inform the City of Adelanto of its wastewater treatment plant’s performance for the month of May 2023.

Since the current performance of Adelanto's wastewater system influences the future of the Adelanto's population, industrial, and commercial growth, the health, and compliance of this facility is of utmost importance to us. If you have any questions or concerns, feel free to contact Bob Nespeca, Vice President of PERC Water via his cell (714) 514-8873 or email [email protected].

PERC Water is dedicated to the highest caliber of customer service with quality and accuracy. If you have any inquiries regarding our services or the content of this report, please do not hesitate to contact me at (714) 887- 9794 or [email protected].

Thank you for entrusting the City of Adelanto's Wastewater Treatment Plant to PERC Water. We appreciate your business and look forward to providing you with quality management and excellent customer service.

Sincerely,
Dave Kachelski
Area Operations Manager
PERC Water Corporation, Asset Management Division
CC: Bob Nespeca, Vice President, PERC Water Corporation 74 Adelanto Wastewater Treatment System
Monthly Asset Management Report
April 2023

TABLE OF CONTENTS
Section A
Executive Summary
Section B
State Regulatory Report
Section C
Collection System Report
Section D
Bio-Solids Report
Section E
Preventative Maintenance CMMS Report
Section F
SSMP / IPP Report
Section G
Laboratory Results
Section H
CIP update
75 Section A
Executive Summary
76 May 2023 Section A – Executive Summary
Adelanto Wastewater Treatment System
Executive Summary
The Adelanto WWTP received 92 million, 197 thousand gallons of raw sewage and successfully treated 92 million, 197 thousand gallons during the month of May 2023, making the total treated amount of water recycled at the Adelanto WWTP about 9.700 billion gallons (since operating services began in May 2012). The characteristics of the water entering and exiting the plant last month are detailed in the section titled “Flows and Laboratory Results.” Secondary effluent form the Facility was discharged to percolation basins 1, 4, 5, & 9 per the discharge requirements for this period. No flow was diverted to VVWRA.

During May, the daily influent flow recorded averaged 2.974 million gallons per day. The facility is permitted for 4 MGD, the capacity is 3 MGD, and current flows and loading are at or exceeding design capacity.

Effluent flow is being calculated by subtracting the treated flow minus the Waste Activated Sludge (WAS) flow for each day and the daily calculated effluent flow averaged 2.882 million gallons per day.

Throughout the month, PERC Water’s Asset Management Team performed daily process control sampling and analysis, trend analysis, equipment verification checks, compliance sampling, housekeeping, process adjustments, and solids processing. Please see “Plant Staffing” for details about PERC Water’s dedicated Adelanto WWTP team. There were no injuries, accidents, facility tours, regulatory meetings, odor complaints, or security issues this month. No flow was diverted to VVWRA.

The following sections outline the characteristics of the operations of the plant, specifically detailing the influent and effluent quality for the prior month. Questions regarding the quality of the water entering and/or exiting the plant can be directed to David Kachelski via his direct line. We look forward to another month of serving the City of Adelanto, CA.

Plant Staffing
David Kachelski – Director of Operation, CPO V, Collections System Operator III Tristan (“Dutch”) Hause – Lead Operator II, Collections System Operator III Jared Kachelski – Operator I
Shawn Coonce – Operator I, Collections Systems Operator I 77 May 2023 Section A – Executive Summary
Adelanto Wastewater Treatment System

Flows and Laboratory Results
In May, all influent was successfully treated by the Adelanto WWTP. Laboratory work and results were produced by ES Babcock Laboratory, located in Riverside, CA. All samples are taken to the laboratory on a weekly/monthly basis. Summaries of this month’s performance are below:

Influent
Total Flow 92.197 MG
Average Daily Flow 2.974 MGD
Maximum Daily Flow 3.177 MG
Minimum Daily Flow 2.850 MG
Maximum Daily Peak 3227 GPM
Minimum Daily Peak 2,668 GPM
Average BOD 232 mg/L
Average TSS 230 mg/L
Average pH 7.68
Average EC 930 umho/cm
Effluent
Average BOD 6.58 mg/l
Average TSS 5.8 mg/l
Average Total
Nitrogen 2.7 mg/L
Average TDS 505 mg/L
Average MBAs 0.08 mg/L
Average Dissolved
Oxygen 2.55 mg/L
Average pH 6.86
Average EC
840
umho/cm

MAINTENANCE
In May 2023, all preventive maintenance tasks were carried out:
§ On 5-10-23 calibrated influent pH and EC probes.
§ On 5-10-23 PERC Staff replaced motor to West compactor. § On 5-17-23 PERC Staff cleaning DO probes.
§ On 5-18-23 PERC Staff repairing North basin chain #1. § On 5-19-23 R&B Automation onsite to repair North Auma Control valve. § On 5-26-23 United Rentals onsite to work on scissor lift unit. § On 5-26-23 Layne onsite to install solids holding tank aerator/mixer. Also pull influent pump #1 for impellor inspection.
§ On 5-30-23 Bar screen compactor, East, has broken sprocket. § On 5-31-23 PERC Staff replaced SC 200 controller door to DO analyzer. 78 May 2023 Section A – Executive Summary
Adelanto Wastewater Treatment System
§ On 5-31-23 PERC Staff replaced green control card to south basin Chain #7 MOV. § Test run stand by generator weekly for emergency operation if needed. § Performed weed abatement and grease ball removal throughout the month.

OPERATIONS CALL OUT EVENTS
Total callouts in May 2023: 3
On 5-1-23 at approximately 0235 hours, received bar screen compactor motor failure alarm, reset, OK now.

On 5-3-23 at approximately 0100 hours, received bar screen compactor motor failure alarm, reset, OK now.

On 5-12-23 at approximately 0100 hours, received bar screen compactor motor failure alarm, reset, OK now.

POWER FAILURES
There was no power failure for the month of May 2023.
79 May 2023 Section A – Executive Summary
Adelanto Wastewater Treatment System
Wastewater Characteristics (Annually)
Note: Design Capacity for the Adelanto WWTP is as follows for wastewater influent:
300 mg/L (BOD5); 300 mg/L (TSS).
80 May 2023 Section A – Executive Summary
Adelanto Wastewater Treatment System
Note: Permit limits for Adelanto WWTP effluent are as follows: monthly average of 15 mg/L (BOD5); monthly average of 10 mg/L (TN); there is no permit limit for effluent TSS.

This month, D.O. levels, pH, EC, and MBAS samples and results were in compliance. 81 Section B
State Regulatory Report
82 Inf Flow Inst Peak Flow Eff. Q ponds Pond # 1 Pond # 2 & 3 Pond # 4 Pond # 5 Pond # 9 Basin N Basin S MGD GPM MGD freeboard ft freeboard ft freeboard ft freeboard ft freeboard ft freeboard ft freeboard ft 5/1/2023 2.988 3144.4 2.878 4.00 Empty 8.25 16.00 16.00 2.91 3.23 5/2/2023 3.044 3138.9 2.904 4.00 Empty 10.00 16.00 16.00 2.98 3.27 5/3/2023 2.923 2984.5 2.823 2.00 Empty 11.00 16.00 16.00 3.02 3.34 5/4/2023 3.020 3137.8 2.890 2.25 Empty 10.50 16.00 16.00 3.27 3.52 5/5/2023 2.889 2750.3 2.789 2.75 Empty 10.00 16.00 16.00 3.05 3.38 5/6/2023 2.868 2668.3 2.768 2.75 Empty 9.50 16.00 16.00 3.03 3.34 5/7/2023 2.935 3143.6 2.835 3.00 Empty 9.00 16.00 16.00 2.80 3.20 5/8/2023 2.974 3072.4 2.864 3.50 Empty 8.50 16.00 16.00 2.84 3.15 5/9/2023 2.956 3149.5 2.836 3.50 Empty 8.00 16.00 16.00 2.89 3.21 5/10/2023 2.937 3067.8 2.817 3.75 Empty 9.50 16.00 16.00 2.91 3.23 5/11/2023 2.939 3075.1 2.819 4.00 Empty 10.00 16.00 15.75 3.15 3.48 5/12/2023 2.913 2677.4 2.823 4.00 Empty 11.00 16.00 15.00 3.09 3.34 5/13/2023 2.850 2674.6 2.770 4.00 Empty 12.00 16.00 15.00 3.23 3.45 5/14/2023 2.917 2841.1 2.837 4.00 Empty 13.00 16.00 14.50 3.19 3.43 5/15/2023 2.924 2998.4 2.844 4.00 Empty 13.50 16.00 14.00 3.09 3.34 5/16/2023 2.955 3075.7 2.875 4.00 Empty 14.50 16.00 13.50 3.20 3.33 5/17/2023 2.999 3075.4 2.909 4.00 Empty 15.00 16.00 12.75 3.05 3.31 5/18/2023 3.040 3145.4 2.980 4.00 Empty 15.25 16.00 12.25 3.12 3.34 5/19/2023 2.942 2677.7 2.852 4.00 Empty 15.75 16.00 12.25 3.09 3.34 5/20/2023 2.927 2760.5 2.836 4.00 Empty 16.00 16.00 12.00 3.41 3.56 5/21/2023 3.031 2998.0 2.941 4.00 Empty 16.00 16.00 12.00 3.16 3.38 5/22/2023 3.021 3149.5 2.941 4.00 Empty 16.00 16.00 12.00 3.02 3.31 5/23/2023 3.030 3225.1 2.940 4.00 Empty 16.00 16.00 12.00 3.23 3.52 5/24/2023 3.074 3226.8 2.994 4.00 Empty 16.00 16.00 12.00 3.31 3.49 5/25/2023 3.015 2916.0 2.945 4.00 Empty 16.00 16.00 12.00 3.20 3.41 5/26/2023 2.936 2752.3 2.896 4.00 Empty 16.00 16.00 11.75 3.22 3.52 5/27/2023 2.953 2911.6 2.863 4.00 Empty 16.00 16.00 11.75 3.38 3.56 5/28/2023 2.937 2675.8 2.857 4.00 Empty 16.00 16.00 11.75 3.05 3.27 5/29/2023 3.117 3225.2 3.037 4.00 Empty 16.00 16.00 11.50 3.52 3.79 5/30/2023 3.051 3140.4 2.971 4.00 Empty 16.00 16.00 11.50 3.09 3.38 5/31/2023 3.097 3225.6 3.002 4.00 Empty 16.00 16.00 11.50 3.31 3.49 Total 92.197 89.332
Average 2.974 2990.5 2.882 3.73 0.00 13.10 16.00 13.77 3.12 3.38 Maximum 3.117 3226.8 3.037 4.00 0.00 16.00 16.00 16.00 3.52 3.79 Minimum 2.850 2668.3 2.768 2.00 0.00 8.00 16.00 11.50 2.80 3.15 Effluent Calculated by subtracting WAS flow each day
May-23
Date
Flow Data Percolation Ponds Biolac Basins

ADELANTO WWTP SUMMARY REPORT
83 BOD5 TSS pH D.O. EC TN TDS MBAS BOD5 TSS pH EC
mg/l mg/l pH units mg/l umho/cm mg/l mg/l mg/l mg/l mg/l pH units umho/cm 5/1/2023
5/2/2023
5/3/2023 5 ND 4.0 6.84 2.4 837 2.5 490 0.08 ND 250 260 7.34 967 5/4/2023
5/5/2023
5/6/2023
5/7/2023
5/8/2023
5/9/2023
5/10/2023 5 ND 4.0 6.87 2.53 852 2.3 200 150 8.76 883
5/11/2023
5/12/2023
5/13/2023
5/14/2023
5/15/2023
5/16/2023
5/17/2023 6.1 6.0 6.88 2.53 855 2.2 520 0.08 ND 260 190 7.68 940 5/18/2023
5/19/2023
5/20/2023
5/21/2023
5/22/2023
5/23/2023
5/24/2023 6.8 7.0 6.85 2.48 828 2.4 210 190 7.56 883
5/25/2023
5/26/2023
5/27/2023
5/28/2023
5/29/2023
5/30/2023
5/31/2023 10 ND 8.0 6.87 2.81 829 4.2 240 360 7.04 978
Total
Average 6.58 5.8 6.86 2.55 840 2.7 505 0.08 232 230 7.68 930 Maximum 10.0 8.0 6.88 2.81 855 4.2 520 0.08 260 360 8.76 978 Minimum 5.0 4.0 6.84 2.40 828 2.2 490 0.08 200 150 7.04 883

ADELANTO WWTP SUMMARY REPORT

Page 2 ends

Date
Effluent WEEKLY Influent
84 TN D.O. EC Temp TN D.O. EC Temp TN D.O. EC Temp
mg/l mg/L umho/cm C mg/l mg/L umho/cm C mg/l mg/L umho/cm C 5/1/2023
5/2/2023
5/3/2023 3.7 13.4 831 16.2
5/4/2023
5/5/2023
5/6/2023
5/7/2023
5/8/2023
5/9/2023
5/10/2023
5/11/2023
5/12/2023
5/13/2023
5/14/2023
5/15/2023
5/16/2023
5/17/2023
5/18/2023
5/19/2023
5/20/2023
5/21/2023
5/22/2023
5/23/2023
5/24/2023
5/25/2023
5/26/2023
5/27/2023
5/28/2023
5/29/2023
5/30/2023
5/31/2023
Total
Average
Maximum 3.7 13.4 831 16.2 0 0.0 0 0 0.0 0.00 0 0.0
Minimum 3.7 13.4 831 16.2 0 0.0 0 0 0.0 0.00 0 0.0

ADELANTO WWTP SUMMARY REPORT

Page 4 ends

Date
Pond Monitoring # 4 annually Pond Monitoring # 5 annually Pond Monitoring # 9 annually 85 5122 Bolsa Avenue, Suite 107• Huntington Beach, CA 92647 • (P) 714.890.7129 • (F) 714.890.7149 www.atlasenvironmental.com • License Number A729641
Since 1991
Remediation
Design and
Implementation
Programs

Groundwater,
Soil and Air
Compliance
Sampling and
Reporting

Phase I and II
Commercial and
Industrial Site
Assessments

Discharge
Permitting

Spill Prevention,
Countermeasur
es and Control

Environmental
Health and
Safety Specialists

Feasibility and
Risk Analysis

Hazardous
Waste
Management
and Monitoring

June 16, 2023
Mr. David Kachelski
Chief Plant Operator, Perc Water
City of Adelanto Waste Water Treatment Plant
11600 Air Expressway
Adelanto, California 92301
RE: Adelanto Waste Water Treatment Plant
Groundwater Monitoring Report
April 2023 Sampling
WDID No. R6V-2013-0058
Dear Mr. Kachelski,
Atlas Environmental Engineering, Inc. (ATLAS) is pleased to present the enclosed the Groundwater Monitoring Report – April 2023 Sampling, dated June 16, 2023, for the above referenced project. The report describes the semi-annual groundwater monitoring and sampling activities that occurred at the Adelanto Wastewater Treatment Plant. All sampling activities were conducted as outlined in the adopted board order #R6V-2013- 0058. If you have any questions or require any additional information, please contact me at (714) 890-7129.

Sincerely,
ATLAS ENVIRONMENTAL ENGINEERING, INC.

Karl H. Kerner, P.E.

Senior Engineer
86 GROUNDWATER MONITORING REPORT
APRIL 2023 SAMPLING

ADELANTO WASTE WATER TREATMENT PLANT

ADELANTO, CALIFORNIA
June 16, 2023
Prepared for:

City of Adelanto Waste Water Treatment Plant
11600 Air Expressway
Adelanto, California 92301
Prepared by:

ATLAS ENVIRONMENTAL
ENGINEERING, INC.
5122 Bolsa Avenue, Suite 107
Huntington Beach, California 92649
(714) 890-7129
87 SITE LOCATION: Adelanto Waste Water Treatment Plant
OWNER/OPERATOR: City of Adelanto / PERC Water
CONTACT: Mr. David Kachelski
LEAD AGENCY: Lahontan Regional Water Quality Control Board Introduction
Site Activities this Quarter
=
permit compliance.
= All groundwater monitoring wells were gauged and sampled as outlined in the WDR permit. Field data was recorded onto Project Status Reports and included in Appendix B.
= Well MW-1 was replaced with well MW-1A and therefore MW-1 was not sampled. = Gauging data from well BZ-01 was coordinated and obtained from the adjacent former George Air Force Base. = Groundwater gauging summary for BZ-01 is included in Appendix C. =
=
Appendix B. Well locations and groundwater elevation contours are included as Figures 2 and 3. = Groundwater monitoring well completion data, current groundwater elevation data and groundwater analytical results are included as Tables 1 and 2.
= Groundwater elevation over Time Graph is included as Figure 4. = Nitrate as Nitrogen Concentrations over Time Graph is included as Figure 5. = April 19, 2023 Analytical Report and associated Chain-of-Custody are included in Appendix D.

Future Site Activities
=
Gauging Summary
Total Groundwater Monitoring Wells: 10
Groundwater Monitoring Wells Gauged this Quarter: 10
Groundwater Monitoring Wells Sampled this Quarter: 10
Depth to Groundwater (ft bgs): 34.12 (MW-2) to 64.68 (MW-9) SC Logistic Airport Well (Former George AFB) (ft bgs): 60.59 BZ-01 Groundwater Elevation (msl): 2768.54 (MW-9) to 2805.86 MW-1A Groundwater Gradient (ft/ft):

Groundwater Flow Direction:

Field Measurements
Conductivity 730 MW-3 to 823 MW-9
pH 6.88 MW-8 to 7.13 MW-4
Temperature 22.96 MW-1A to 24.32 MW-3
Dissolved Oxygen 2.90 MW-7 to 6.95 MW-9
Turbidity 6.90 MW-1A to 24.00 MW-3
Purge water was disposed of on adjacent land surfaces at each well. Low flow sampling procedures are included in Semi-annual groundwater monitoring and sampling anticipated for October 2023 and reporting by December 2023.

Variable
5122 Bolsa Avenue, Suite 107 • Huntington Beach, CA 92649 • (P) 714.890.7129 • (F) 714.890.7149 www.atlasenvironmental.com • License Number A729641

GROUNDWATER MONITORING REPORT
APRIL 2023 SAMPLING
JUNE 16, 2023
On April 19, 2023, groundwater monitoring and sampling were conducted as part of the semi-annual schedule for WDR Approximately 26.4 gallons of groundwater were purged prior to sampling wells using low flow sampling techniques.

The work has been conducted in accordance with the California Regional Water Quality Control Board Lahontan Region’s Board Order No. R6V-2013-0058 Waste Discharge Requirements (WDR) for Adelanto Waste Water Treatment Plant. A site description and geologic and hydrologic information are included in Appendix A and site vicinity map included as Figure 1.

ADELANTO WASTE WATER TREATMENT PLANT
oC
uS/cm
pH Units
mg/L
Measurements
Minimum Detection Maximum Detection Reported In

0.01 (North of the Site) / 0.002 (South of the Site)
NTU
All groundwater monitoring wells were analyzed for the constituents listed in the WDR permit.

AWWTP-APR2023xls Page 1 of 3
88 89
Attachments
Figures
Figure 1 - Site Vicinity Map
Figure 2 - Groundwater Monitoring Well Locations
Figure 3 - Groundwater Elevation Contour
Figure 4 - Groundwater Elevation over Time Graph
Figure 5 - Nitrate as N Concentrations over Time Graph
Tables
Table 1 - Groundwater Monitoring Well Completion Data
Table 2 - Current Groundwater Quality Analysis
Table 3 - Historic Groundwater Quality Analysis
Appendix A
Site Description, Geologic and Hydrogeologic Background Appendix B
April 2023 Project Status Reports, Field Data Sheets and Sampling Procedures Appendix C
Groundwater Gauging Summary - BZ-01
Appendix D
April 2023 Analytical Report and Chain-of-Custody
www.atlasenvironmental.com • License Number A729641
5122 Bolsa Avenue, Suite 107 • Huntington Beach, CA 92649 • (P) 714.890.7129 • (F) 714.890.7149 AWWTP-APR2023xls Page 3 of 3
90 FIGURES
91 USGS Map Name: Adelanto, California
5122 Bolsa Ave, #107
Huntington Beach,
California 92649

ADELANTO WASTE WATER TREATMENT PLANT
19101 JONATHAN STREET
ADELANTO, CALIFORNIA 92301

SITE VICINITY MAP
FIGURE 1
SITE
92 93
94 2750
2760277027802790280028102820
07/06/09 11/18/10 04/01/12 08/14/13 12/27/14 05/10/16 09/22/17 02/04/19 06/18/20 10/31/21 03/15/23 E‐Water (ft msl)
Date
FIGURE 4
Groundwater Elevation over Time
Adelanto Wastewater Treatment Plant
Adelanto, California
MW‐1AMW‐2MW‐3MW‐4MW‐5MW‐6MW‐7MW‐8MW‐9MW‐10
95 0
2468
10121416182022242628303234363840
07/06/09 11/18/10 04/01/12 08/14/13 12/27/14 05/10/16 09/22/17 02/04/19 06/18/20 10/31/21 03/15/23 Nitrate as N (mg/L)
Date
Figure 5
Nitrate as Nitrogen Concentrations over Time
Adelanto Wastewater Treatment Plant
Adelanto, California
MW‐1AMW‐2MW‐3MW‐4MW‐5MW‐6MW‐7MW‐8MW‐9MW‐10
96 TABLES
97 DIAMETER SCREEN Total SWE
(inches) INTERVAL Depth (ft msl)
(ft bgs) (ft bgs)
MW‐1 2 150‐172 172 ‐
MW‐1A 4 80‐100 101 2844.46
MW‐2 2 90‐120 120 2839.83
MW‐3 2 90‐120 120 2846.24
MW‐4 2 61‐101 101 2849.28
MW‐5 2 69‐114 114 2858.89
MW‐6 2 40‐89.5 89.5 2833.24
MW‐7 4 75‐105 106 2842.57
MW‐8 4 55‐85 86 2833.6
MW‐9 4 74‐104 105 2833.22
MW‐10 4 70‐100 101 2850.75
Notes:

SWE ‐ Surveyed Well Elevation
ft msl ‐ Feet Mean Sea Level
ft bgs ‐ Feet Below Ground Surface
WELL ID
TABLE 1
WELL CONSTRUCTION DETAIL
ADELANTO WASTE WATER TREATMENT PLANT
ADELANTO, CALIFORNIA

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98 MW‐1A 4/19/23 2844.46 38.60 2805.86 802 6.90 22.96 3.85 6.90 110 0.73 0.54 110 100 0.38 0.6 MW‐2 4/19/23 2839.83 34.12 2805.71 812 6.89 23.40 3.71 13.10 490 2.40 0.75 110 100 0.38 0.6MW‐3 4/19/23 2846.24 43.60 2802.64 730 6.95 24.32 2.70 24.00 510 <0.40 0.37 110 110 0.27 0.4 MW‐4 4/19/23 2849.28 56.10 2793.18 763 7.13 23.60 4.20 18.60 510 2.20 2.20 110 120 0.18 0.5MW‐5 4/19/23 2858.89 63.10 2795.79 746 7.01 22.94 4.35 13.20 520 1.90 1.90 110 120 0.16 0.5MW‐6 4/19/23 2833.24 40.82 2792.42 755 7.08 23.24 4.18 9.30 520 0.51 0.51 110 110 0.38 0.5 MW‐7 4/19/23 2842.57 56.57 2786.00 793 6.99 22.60 2.90 9.60 540 1.10 1.10 110 110 0.27 0.4 MW‐8 4/19/23 2833.60 43.38 2790.22 792 6.88 23.16 4.70 9.90 540 0.68 0.68 120 110 0.40 0.4 MW‐9 4/19/23 2833.22 64.68 2768.54 823 6.86 23.10 6.95 8.30 590 1.60 1.60 130 140 0.28 0.4 MW‐10 4/19/23 2850.75 54.05 2796.70 750 6.94 23.00 4.32 10.00 1900 1.90 1.90 110 110 0.18 0.4 SWE TDSDTW ftE‐Water ft msl‐ Chemical std unitsNS mg/lN/A J+ Re‐sampled on alternate date due to lab holding time expiration for sample 10/18/2021. NTU Nephelometric Turbity Unit Standard pH units
No MCL or California Secondary MCL for Drinking Water Milligram per liter or parts per millionNot Available / Not Accessible / No Sample Collected Result is above the MDL, but below the PQL; Value is approximate Depth to Water FeetElevation of Water Feet Mean Sea Level Chloride
(mg/L)
Sulfate
(mg/L)
Boron
(mg/L)
Fluoride
(mg/L)
Notes:

Survey Well Elevation Total Dissolved Solids
Temperature
(oc) DO (mg/L) Turbidity (NTU) TDS (mg/L) Total Nitrogen (mg/L) Nitrate as Nitrogen (mg/L) TABLE 2
CURRENT GROUNDWATER QUALITY ANALYSIS
Adelanto Wastewater Treatment Plant
Adelanto, California
Sample ID Sample Date SWE (ft msl)
FIELD MEASUREMENTS LABORATORY ANALYSES
DTW
(ft)
E‐Water
(ft msl) Cond. (uS/cm) pH (pH Units)

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99 MW‐1A 2/23/2012 2844.46 2781.36 5.30 5.3
MW‐1A 5/17/2012 2844.46 2781.36 7.80 7.8MW‐1A 8/15/2012 2844.46 2780.98 7.50 7.5MW‐1A 11/15/2012 2844.46 2781.47 7.00 7 MW‐1A 2/13/2013 2844.46 2779.36 4.50 4.5MW‐1A 5/16/2013 2844.46 2792.27 21.00 21 MW‐1A 7/11/2013 2844.46 2794.56 3.80 3.8MW‐1A 4/18/2014 2844.46 2800.64 0.20 2.7MW‐1A 10/17/2014 2844.46 2798.66 0.34 0.2 MW‐1A 4/15/2015 2844.46 2802.66 2.70 0.34
MW‐1A 10/22/2015 2844.46 2799.42 0.20 0.2
MW‐1A 4/14/2016 2844.46 2798.31 0.44 0.44MW‐1A 10/13/2016 2844.46 2804.7 0.84 0.84 MW‐1A 4/14/2017 2844.46 2801.29 1.20 1.2
MW‐1A 10/12/2017 2844.46 2801.45 0.51 0.51
MW‐1A 4/19/2018 2844.46 2801.67 0.20 0.2
MW‐1A 10/18/2018 2844.46 2806.01 0.50 0.5
MW‐1A 4/11/2019 2844.46 2805.56 0.17 0.17
MW‐1A 10/17/2019 2844.46 2803.36 0.69 0.69
MW‐1A 4/16/2020 2844.46 2806.96 0.59 0.59MW‐1A 10/23/2020 2844.46 2803.31 1.60 1.6 MW‐1A 4/7/2021 2844.46 42.42 2802.04 903 6.88 18.97 6.22 480.00 1.00 0.73 110 100 0.36 0.5 MW‐1A+ 12/03/21 2844.46 36.70 2807.76 840 7.70 21.11 4.11 460.00 0.83 0.83 120 110 0.37 0.5 MW‐1A 4/13/22 2844.46 40.06 2804.40 734 7.06 21.66 6.23 6.60 470 0.59 0.43 110 96 0.70 0.5MW‐1A 10/19/22 2844.46 36.27 2808.19 776 7.09 25.70 5.32 15.70 510 0.74 0.46 100 100 0.32 0.6MW‐1A 4/19/23 2844.46 38.60 2805.86 802 6.90 22.96 3.85 6.90 110 0.73 0.54 110 100 0.38 0.6 MW‐2 12/18/2010 2839.83 2784.23
MW‐2 2/23/2011 2839.83 2784.08MW‐2 6/9/2011 2839.83 2783.73MW‐2 8/22/2011 2839.83 2784.33MW‐2 10/24/2011 2839.83 2783.15 MW‐2 2/23/2012 2839.83 2782.35 0.20 0.2MW‐2 5/17/2012 2839.83 2782.63 0.20 0.2MW‐2 8/15/2012 2839.83 2781.59 0.20 0.2MW‐2 11/15/2012 2839.83 2781.61 0.20 0.2 MW‐2 2/13/2013 2839.83 2779.46 0.20 0.2MW‐2 5/16/2013 2839.83 2785.9 5.90 0.2MW‐2 10/11/2013 2839.83 2790.33 3.20 3.2 MW‐2 4/18/2014 2839.83 2796.02 0.20 0.71MW‐2 10/17/2014 2839.83 2797.93 0.20 0.2 MW‐2 4/15/2015 2839.83 2798.32 0.71 0.2MW‐2 10/22/2015 2839.83 2796.04 0.20 0.2 MW‐2 4/14/2016 2839.83 2801.08 0.20 0.2MW‐2 10/13/2016 2839.83 2801.58 0.20 0.2 Boron (mg/L) Fluoride (mg/L) Temperature (oc) DO (mg/L) TDS (mg/L) Total Nitrogen (mg/L) Nitrate as Nitrogen (mg/L) Turbidity (NTU) TABLE 3
HISTORICAL GROUNDWATER QUALITY ANALYSIS
Adelanto Wastewater Treatment Plant
Adelanto, California
Sample ID Sample Date SWE (ft msl)
FIELD MEASUREMENTS LABORATORY ANALYSES
DTW
(ft)
E‐Water
(ft msl)
Chloride
(mg/L)
Sulfate
(mg/L) Cond. (uS/cm) pH (pH Units)

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100
Boron (mg/L) Fluoride (mg/L) Temperature (oc) DO (mg/L) TDS (mg/L) Total Nitrogen (mg/L) Nitrate as Nitrogen (mg/L) Turbidity (NTU) TABLE 3
HISTORICAL GROUNDWATER QUALITY ANALYSIS
Adelanto Wastewater Treatment Plant
Adelanto, California
Sample ID Sample Date SWE (ft msl)
FIELD MEASUREMENTS LABORATORY ANALYSES
DTW
(ft)
E‐Water
(ft msl)
Chloride
(mg/L)
Sulfate
(mg/L) Cond. (uS/cm) pH (pH Units)
MW‐2 4/14/2017 2839.83 2799.33 0.55 0.55MW‐2 10/12/2017 2839.83 2799.33 0.32 0.32 MW‐2 4/19/2018 2839.83 2799.98 1.20 1.2MW‐2 10/18/2018 2839.83 2808.94 2.20 2.2 MW‐2 4/11/2019 2839.83 2809.27 0.20 0.2MW‐2 10/17/2019 2839.83 2801.55 0.36 0.36 MW‐2 4/16/2020 2839.83 2810.59 0.20 0.2MW‐2 10/23/2020 2839.83 2810.07 0.20 0.2 MW‐2 4/7/2021 2839.83 39.57 2800.26 872 7.39 20.42 1.40 480.00 1.80 0.63 100 100 0.42 0.7MW‐2 10/18/21 2839.83 36.22 2803.61 906 7.08 18.40 2.08 520.00 4.50 0.22 100 100 0.38 0.7 MW‐2 4/13/22 2839.83 35.00 2804.83 789 6.39 22.61 2.63 23.30 520 2.10 1.10 100 100 0.73 0.7 MW‐2 10/19/22 2839.83 35.00 2804.83 718 7.36 23.11 5.80 25.70 520 3.90 <0.20 110 110 0.32 0.7 MW‐2 4/19/23 2839.83 34.12 2805.71 812 6.89 23.40 3.71 13.10 490 2.40 0.75 110 100 0.38 0.6 MW‐3 12/18/2010 2846.24 2784.24
MW‐3 2/23/2011 2846.24 2783.34MW‐3 6/9/2011 2846.24 2783.04MW‐3 8/22/2011 2846.24 2783.49MW‐3 10/24/2011 2846.24 2782.74MW‐3 2/23/2012 2846.24 2782.01MW‐3 5/17/2012 2846.24 2781.75MW‐3 8/15/2012 2846.24 2781.24MW‐3 11/15/2012 2846.24 2781.14 MW‐3 2/13/2013 2846.24 2779.93 0.20 0.20MW‐3 5/16/2013 2846.24 2781.51MW‐3 7/11/2013 2846.24 2784.06 1.40 1.40MW‐3 4/1/2014 2846.24 2789.9 2.80 3.90 MW‐3 10/1/2014 2846.24 2793.05 1.60 2.80
MW‐3 4/15/2015 2846.24 2793.64 3.90 1.60MW‐3 10/22/2015 2846.24 2796.26 1.40 1.40 MW‐3 4/14/2016 2846.24 2796.57 1.50 1.50MW‐3 10/13/2016 2846.24 2798.04 1.20 1.20 MW‐3 4/14/2017 2846.24 2798.1 1.50 1.50MW‐3 10/12/2017 2846.24 2787.91 0.92 0.92 MW‐3 4/19/2018 2846.24 2798.53 1.00 1.00MW‐3 10/18/2018 2846.24 2799.34 1.20 1.20 MW‐3 4/11/2019 2846.24 2799.99 0.62 0.62MW‐3 10/17/2019 2846.24 2800.89 0.51 0.51 MW‐3 4/16/2020 2846.24 2800.89 0.29 0.29MW‐3 10/23/2020 2846.24 2801.16 0.20 0.20 MW‐3 4/7/2021 2846.24 45.63 2800.61 880 7.54 22.76 2.35 490.00 0.61 0.61 99 120.00 0.28 0.40 MW‐3 10/18/21 2846.24 46.20 2800.04 880 8.18 20.52 1.91 510.00 0.71 0.71 94 120 0.29 0.50 MW‐3 4/13/22 2846.24 43.80 2802.44 767 6.32 24.16 6.31 3.20 510 0.47 0.47 100 110 0.26 0.4 MW‐3 10/19/22 2846.24 45.20 2801.04 745 7.26 24.72 3.90 24.60 500 0.85 0.45 100 110 0.25 0.4 MW‐3 4/19/23 2846.24 43.60 2802.64 730 6.95 24.32 2.70 24.00 510 <0.40 0.37 110 110 0.27 0.4

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101
Boron (mg/L) Fluoride (mg/L) Temperature (oc) DO (mg/L) TDS (mg/L) Total Nitrogen (mg/L) Nitrate as Nitrogen (mg/L) Turbidity (NTU) TABLE 3
HISTORICAL GROUNDWATER QUALITY ANALYSIS
Adelanto Wastewater Treatment Plant
Adelanto, California
Sample ID Sample Date SWE (ft msl)
FIELD MEASUREMENTS LABORATORY ANALYSES
DTW
(ft)
E‐Water
(ft msl)
Chloride
(mg/L)
Sulfate
(mg/L) Cond. (uS/cm) pH (pH Units)
MW‐4 12/18/2010 2849.28 2783.08
MW‐4 2/23/2011 2849.28 2783.28MW‐4 6/9/2011 2849.28 2782.58MW‐4 8/22/2011 2849.28 2782.28MW‐4 10/24/2011 2849.28 2781.98MW‐4 2/23/2012 2849.28 2781.47 11.00 11.00 MW‐4 5/17/2012 2849.28 2781.17 12.00 12.00
MW‐4 8/15/2012 2849.28 2780.7 15.00 15.00MW‐4 11/15/2012 2849.28 2780.32 21.00 21.00 MW‐4 2/13/2013 2849.28 2779.88 28.00 28.00
MW‐4 5/16/2013 2849.28 2779.76 20.00 20.00
MW‐4 7/11/2013 2849.28 2779.78 8.20 8.20MW‐4 4/1/2014 2849.28 2782.12 6.40 6.50MW‐4 10/1/2014 2849.28 2783.49 5.20 6.40MW‐4 4/15/2015 2849.28 2784.61 6.50 5.20MW‐4 10/22/2015 2849.28 2785.77 4.30 4.30 MW‐4 4/14/2016 2849.28 2787.21 4.10 4.10MW‐4 10/13/2016 2849.28 2787.58 3.70 3.70 MW‐4 4/14/2017 2849.28 2789.18 4.20 4.20MW‐4 10/12/2017 2849.28 2789.03 3.60 3.60 MW‐4 4/19/2018 2849.28 2789.78 3.60 3.60MW‐4 10/18/2018 2849.28 2789.76 3.70 3.70 MW‐4 4/11/2019 2849.28 2790.4 3.20 3.20MW‐4 10/17/2019 2849.28 2791.23 3.00 3.00 MW‐4 4/16/2020 2849.28 2791.26 2.50 2.50MW‐4 10/23/2020 2849.28 2792.31 2.40 2.40 MW‐4 4/07/21 2849.28 56.92 2792.36 892 7.85 22.82 5.16 510.00 3.10 2.40 98 120.00 0.17 0.50 MW‐4 10/18/21 2849.28 57.00 2792.28 887 9.24 20.53 4.90 520.00 2.50 2.50 92 120 0.17 0.50MW‐4 4/13/22 2849.28 51.70 2797.58 753 6.77 22.88 4.80 53.90 500 1.90 1.90 96 110 0.15 0.5 MW‐4 10/19/22 2849.28 56.64 2792.64 744 6.94 23.94 3.48 26.60 520 2.20 2.10 100 120 0.16 0.5 MW‐4 4/19/23 2849.28 56.10 2793.18 763 7.13 23.60 4.20 18.60 510 2.20 2.20 110 120 0.18 0.5 MW‐5 12/18/2010 2858.89 2782.99MW‐5 2/23/2011 2858.89 2783.20MW‐5 6/9/2011 2858.89 2782.44MW‐5 8/22/2011 2858.89 2782.28MW‐5 10/24/2011 2858.89 2782.09 MW‐5 2/23/2012 2858.89 2781.51 10.00 10.00
MW‐5 5/17/2012 2858.89 2781.26 12.00 12.00
MW‐5 8/15/2012 2858.89 2780.79 11.00 11.00
MW‐5 11/15/2012 2858.89 2780.49 11.00 11.00
MW‐5 2/13/2013 2858.89 2779.98 13.00 13.00
MW‐5 5/16/2013 2858.89 2779.89 14.00 14.00
MW‐5 7/11/2013 2858.89 2780.11 5.20 5.20

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102
Boron (mg/L) Fluoride (mg/L) Temperature (oc) DO (mg/L) TDS (mg/L) Total Nitrogen (mg/L) Nitrate as Nitrogen (mg/L) Turbidity (NTU) TABLE 3
HISTORICAL GROUNDWATER QUALITY ANALYSIS
Adelanto Wastewater Treatment Plant
Adelanto, California
Sample ID Sample Date SWE (ft msl)
FIELD MEASUREMENTS LABORATORY ANALYSES
DTW
(ft)
E‐Water
(ft msl)
Chloride
(mg/L)
Sulfate
(mg/L) Cond. (uS/cm) pH (pH Units)
MW‐5 4/18/2014 2858.89 2787.64 4.50 4.50
MW‐5 10/17/2014 2858.89 2789.90 4.30 4.50MW‐5 4/15/2015 2858.89 2786.44 4.50 4.30 MW‐5 10/22/2015 2858.89 2789.74 4.00 4.00MW‐5 4/14/2016 2858.89 2791.49 4.00 4.00 MW‐5 10/13/2016 2858.89 2791.45 3.90 3.90MW‐5 4/14/2017 2858.89 2792.45 3.80 3.80 MW‐5 10/12/2017 2858.89 2792.45 3.40 3.40MW‐5 4/19/2018 2858.89 2792.14 3.90 3.90 MW‐5 10/18/2018 2858.89 2792.99 4.20 4.20MW‐5 4/11/2019 2858.89 2793.99 3.80 3.80 MW‐5 10/17/2019 2858.89 2793.77 3.70 3.70MW‐5 4/16/2020 2858.89 2794.54 3.20 3.20 MW‐5 10/23/2020 2858.89 2795.19 3.20 3.20MW‐5 4/07/21 2858.89 63.70 2795.19 812 7.50 23.15 6.37 460.00 3.80 3.80 83 120.0 0.06 0.5 MW‐5 10/18/21 2858.89 64.32 2794.57 806 9.09 20.64 7.20 460.00 3.80 3.80 78 120 0.051 0.5MW‐5 4/13/22 2858.89 63.72 2795.17 702 6.51 24.44 7.31 18.80 470 3.30 3.30 84 110 0.054 0.5 MW‐5 10/19/22 2858.89 63.94 2794.95 720 7.35 24.22 5.36 26.30 500 3.40 3.30 92 120 0.074 0.6MW‐5 4/19/23 2858.89 63.10 2795.79 746 7.01 22.94 4.35 13.20 520 1.90 1.90 110 120 0.16 0.5 MW‐6 12/18/2010 2833.24 2773.94
MW‐6 2/23/2011 2833.24 2774.09MW‐6 6/9/2011 2833.24 2773.34MW‐6 8/22/2011 2833.24 2773.43MW‐6 10/24/2011 2833.24 2773.14MW‐6 2/23/2012 2833.24 2772.47 1.60 1.60MW‐6 5/17/2012 2833.24 2772.23 2.60 2.60 MW‐6 8/15/2012 2833.24 2771.46 2.70 2.70
MW‐6 11/15/2012 2833.24 2771.46 2.90 2.90
MW‐6 2/13/2013 2833.24 2770.75 2.50 2.50MW‐6 5/16/2013 2833.24 2772.03 1.90 1.90MW‐6 7/11/2013 2833.24 2774.44 8.20 8.20MW‐6 4/18/2014 2833.24 2780.87 25.00 37.00 MW‐6 10/17/2014 2833.24 2783.87 18.00 25.00
MW‐6 4/15/2015 2833.24 2784.31 37.00 18.00
MW‐6 10/22/2015 2833.24 2785.49 11.00 11.00
MW‐6 4/14/2016 2833.24 2783.14 8.80 8.80MW‐6 10/13/2016 2833.24 2787.15 5.30 5.30 MW‐6 4/14/2017 2833.24 2785.64 5.70 5.70MW‐6 10/12/2017 2833.24 2787.84 3.80 3.80 MW‐6 4/19/2018 2833.24 2787.12 3.10 3.10MW‐6 10/18/2018 2833.24 2789.51 2.00 2.00 MW‐6 4/11/2019 2833.24 2790.24 0.76 0.76MW‐6 10/17/2019 2833.24 2790.44 1.20 1.20 MW‐6 4/16/2020 2833.24 2790.52 0.42 0.42

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103
Boron (mg/L) Fluoride (mg/L) Temperature (oc) DO (mg/L) TDS (mg/L) Total Nitrogen (mg/L) Nitrate as Nitrogen (mg/L) Turbidity (NTU) TABLE 3
HISTORICAL GROUNDWATER QUALITY ANALYSIS
Adelanto Wastewater Treatment Plant
Adelanto, California
Sample ID Sample Date SWE (ft msl)
FIELD MEASUREMENTS LABORATORY ANALYSES
DTW
(ft)
E‐Water
(ft msl)
Chloride
(mg/L)
Sulfate
(mg/L) Cond. (uS/cm) pH (pH Units)
MW‐6 10/23/2020 2833.24 2789.54 0.85 0.85
MW‐6 4/07/21 2833.24 43.22 2790.02 1010 8.12 21.57 2.91 560.00 0.90 0.76 120 130.0 0.37 0.5MW‐6 10/18/21 2833.24 41.63 2791.61 966 7.65 19.54 1.91 550.00 0.63 0.53 110 120.0 0.40 0.6MW‐6 4/13/22 2833.24 42.41 2790.83 791 6.00 23.88 1.91 7.50 520 0.48 0.37 100 100 0.35 0.6MW‐6 10/19/22 2833.24 40.40 2792.84 766 7.09 24.55 5.03 15.00 530 0.91 0.70 110 110 0.36 0.6MW‐6 4/19/23 2833.24 40.82 2792.42 755 7.08 23.24 4.18 9.30 520 0.51 0.51 110 110 0.38 0.5MW‐7 2/23/2012 2842.57 2765.54 1.40 1.40MW‐7 5/17/2012 2842.57 2765.36 1.30 1.30MW‐7 8/15/2012 2842.57 2765.07 1.20 1.20MW‐7 11/15/2012 2842.57 2764.84 1.10 1.10 MW‐7 2/13/2013 2842.57 2764.61 1.30 1.30MW‐7 5/16/2013 2842.57 2765.61 0.88 0.88MW‐7 7/11/2013 2842.57 2765.07 1.00 1.00MW‐7 4/1/2014 2842.57 2772.11 2.60 1.60MW‐7 10/1/2014 2842.57 2773.72 3.20 2.60MW‐7 4/15/2015 2842.57 2766.22 1.60 3.20MW‐7 10/22/2015 2842.57 2776.13 3.20 3.20 MW‐7 4/14/2016 2842.57 2776.68 3.30 3.30MW‐7 10/13/2016 2842.57 2778.49 2.50 2.50 MW‐7 4/14/2017 2842.57 2778.63 2.10 2.10
MW‐7 10/12/2017 2842.57 2780.04 1.60 1.60
MW‐7 4/19/2018 2842.57 2779.71 1.70 1.70MW‐7 10/18/2018 2842.57 2781.82 1.50 1.50 MW‐7 4/11/2019 2842.57 2782.42 1.10 1.10MW‐7 10/17/2019 2842.57 2782.77 1.10 1.10 MW‐7 4/16/2020 2842.57 2783.05 0.74 0.74MW‐7 10/23/2020 2842.57 2782.93 0.86 0.86 MW‐7 4/07/21 2842.57 59.21 2783.36 929 7.42 22.37 2.11 520.00 1.00 1.00 100 110.0 0.27 0.4 MW‐7 10/18/21 2842.57 58.00 2784.57 909 8.68 19.98 1.41 520.00 1.00 1.00 96 120.0 0.27 0.4MW‐7 4/13/22 2842.57 58.81 2783.76 806 6.42 23.88 2.19 1.60 540 0.87 0.87 100 110 0.25 0.4MW‐7 10/19/22 2842.57 56.53 2786.04 781 7.34 24.33 3.20 8.00 540 0.97 0.97 110 110 0.24 0.5MW‐7 4/19/23 2842.57 56.57 2786.00 793 6.99 22.60 2.90 9.60 540 1.10 1.10 110 110 0.27 0.4MW‐8 2/23/2012 2833.60 2771.61 2.30 2.30MW‐8 5/17/2012 2833.60 2771.33 2.10 2.10MW‐8 8/15/2012 2833.60 2770.85 2.20 2.20MW‐8 11/15/2012 2833.60 2770.5 2.40 2.40 MW‐8 2/13/2013 2833.60 2769.87 2.30 2.30MW‐8 5/16/2013 2833.60 2770.5 1.30 1.30MW‐8 7/11/2013 2833.60 2772.22 3.00 3.00MW‐8 4/18/2014 2833.60 2777.85 16.00 5.00 MW‐8 10/17/2014 2833.60 2780.40 24.00 16.00
MW‐8 4/15/2015 2833.60 2781.45 5.00 24.00
MW‐8 10/22/2015 2833.60 2782.85 33.00 33.00

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104
Boron (mg/L) Fluoride (mg/L) Temperature (oc) DO (mg/L) TDS (mg/L) Total Nitrogen (mg/L) Nitrate as Nitrogen (mg/L) Turbidity (NTU) TABLE 3
HISTORICAL GROUNDWATER QUALITY ANALYSIS
Adelanto Wastewater Treatment Plant
Adelanto, California
Sample ID Sample Date SWE (ft msl)
FIELD MEASUREMENTS LABORATORY ANALYSES
DTW
(ft)
E‐Water
(ft msl)
Chloride
(mg/L)
Sulfate
(mg/L) Cond. (uS/cm) pH (pH Units)
MW‐8 4/14/2016 2833.60 2781.11 38.00 38.00
MW‐8 10/13/2016 2833.60 2784.07 21.00 21.00
MW‐8 4/14/2017 2833.60 2783.16 18.00 18.00
MW‐8 10/12/2017 2833.60 2785.09 12.00 12.00
MW‐8 4/19/2018 2833.60 2784.6 7.10 7.10MW‐8 10/18/2018 2833.60 2786.47 4.70 4.70 MW‐8 4/11/2019 2833.60 2787.34 2.80 2.80MW‐8 10/17/2019 2833.60 2787.77 2.10 2.10 MW‐8 4/16/2020 2833.60 2787.92 1.30 1.30MW‐8 10/23/2020 2833.60 2787.49 1.00 1.00 MW‐8 4/07/21 2833.60 45.66 2787.94 1020 8.50 21.92 2.08 580.00 2.10 2.10 120 120.0 0.39 0.5MW‐8 10/18/21 2833.60 44.55 2789.05 951 7.36 20.12 1.59 540.00 1.20 1.20 110 120.0 0.41 0.5MW‐8 4/13/22 2833.60 45.00 2788.60 849 6.19 24.38 1.99 7.70 560 0.70 0.48 110 110 0.33 0.5MW‐8 10/19/22 2833.60 43.43 2790.17 789 7.09 23.44 5.06 14.10 540 0.52 0.39 110 110 0.35 0.5MW‐8 4/19/23 2833.60 43.38 2790.22 792 6.88 23.16 4.70 9.90 540 0.68 0.68 120 110 0.40 0.4MW‐9 2/23/2012 2833.22 2751.21 3.70 3.70MW‐9 5/17/2012 2833.22 2751.31 3.50 3.50MW‐9 8/15/2012 2833.22 2751.19 3.20 3.20MW‐9 11/15/2012 2833.22 2750.99 3.30 3.30 MW‐9 2/13/2013 2833.22 2750.7 3.10 3.10
MW‐9 5/16/2013 2833.22 2750.73 2.80 2.80
MW‐9 7/11/2013 2833.22 2750.75 3.00 3.00MW‐9 4/18/2014 2833.22 2752.93 2.90 2.50MW‐9 10/17/2014 2833.22 2754.71 3.20 2.90 MW‐9 4/15/2015 2833.22 2756 2.50 3.20
MW‐9 10/22/2015 2833.22 2757.28 3.70 3.70
MW‐9 4/14/2016 2833.22 2758.05 4.10 4.10MW‐9 10/13/2016 2833.22 2759.12 3.40 3.40 MW‐9 4/14/2017 2833.22 2759.92 3.30 3.30MW‐9 10/12/2017 2833.22 2761.02 2.80 2.80 MW‐9 4/19/2018 2833.22 2761.51 3.00 3.00MW‐9 10/18/2018 2833.22 2762.64 2.80 2.80 MW‐9 4/11/2019 2833.22 2763.72 2.30 2.30MW‐9 10/17/2019 2833.22 2764.24 2.10 2.10 MW‐9 4/16/2020 2833.22 2765.02 1.60 1.60MW‐9 10/23/2020 2833.22 2765.49 1.60 1.60 MW‐9 4/07/21 2833.22 67.43 2765.79 1020 8.30 22.47 6.95 570.00 1.70 1.70 110 140.0 0.23 0.5MW‐9 10/18/21 2833.22 66.73 2766.49 1000 8.57 20.29 6.20 590.00 1.80 1.80 110 140.0 0.26 0.4 MW‐9 4/13/22 2833.22 66.35 2766.87 861 6.43 22.33 6.79 0.00 580 1.30 1.10 110 130 0.24 0.4MW‐9 10/19/22 2833.22 65.38 2767.84 808 6.98 23.50 5.10 13.20 590 1.60 1.60 110 130 0.22 0.5 MW‐9 4/19/23 2833.22 64.68 2768.54 823 6.86 23.10 6.95 8.30 590 1.60 1.60 130 140 0.28 0.4 MW‐10 2/23/2012 2850.75 2773.95 2.80 2.80
MW‐10 5/17/2012 2850.75 2774.01 2.60 2.60

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105
Boron (mg/L) Fluoride (mg/L) Temperature (oc) DO (mg/L) TDS (mg/L) Total Nitrogen (mg/L) Nitrate as Nitrogen (mg/L) Turbidity (NTU) TABLE 3
HISTORICAL GROUNDWATER QUALITY ANALYSIS
Adelanto Wastewater Treatment Plant
Adelanto, California
Sample ID Sample Date SWE (ft msl)
FIELD MEASUREMENTS LABORATORY ANALYSES
DTW
(ft)
E‐Water
(ft msl)
Chloride
(mg/L)
Sulfate
(mg/L) Cond. (uS/cm) pH (pH Units)
MW‐10 8/15/2012 2850.75 2773.77 2.70 2.70
MW‐10 11/15/2012 2850.75 2773.75 3.20 3.20
MW‐10 2/13/2013 2850.75 2773.32 3.50 3.50
MW‐10 5/16/2013 2850.75 2775.25 3.60 3.60
MW‐10 7/11/2013 2850.75 2777.57 4.80 4.80
MW‐10 4/18/2014 2850.75 2784.96 4.00 4.90
MW‐10 4/17/2014 2850.75 2785.83 3.10 4.00
MW‐10 4/15/2015 2850.75 2787.92 4.90 3.10
MW‐10 10/22/2015 2850.75 2788.33 1.70 1.70
MW‐10 4/14/2016 2850.75 2790.71 1.30 1.30
MW‐10 10/13/2016 2850.75 2790.41 1.00 1.00
MW‐10 4/14/2017 2850.75 2791.40 1.20 1.20
MW‐10 10/12/2017 2850.75 2792.55 1.20 1.20
MW‐10 4/19/2018 2850.75 2791.57 1.50 1.50
MW‐10 10/18/2018 2850.75 2792.93 1.50 1.50
MW‐10 4/11/2019 2850.75 2793.42 1.10 1.10
MW‐10 10/17/2019 2850.75 2794.16 1.80 1.80
MW‐10 4/16/2020 2850.75 2794.01 1.40 1.40
MW‐10 10/23/2020 2850.75 2794.45 1.30 1.30
MW‐10 4/07/21 2850.75 55.60 2795.15 979 7.80 20.97 1.87 530.00 1.50 1.40 110 110.0 0.35 0.4 MW‐10 10/18/21 2850.75 56.04 2794.71 943 8.66 19.14 1.93 570.00 2.00 2.00 100 120.0 0.33 0.4 MW‐10 4/13/22 2850.75 55.93 2794.82 784 6.47 22.72 4.00 3.60 520 <1.6 1.50 110 110 0.18 0.4MW‐10 10/19/22 2850.75 54.86 2795.89 753 6.98 24.33 3.85 16.20 540 1.70 1.70 110 110 0.21 0.5MW‐10 4/19/23 2850.75 54.05 2796.70 750 6.94 23.00 4.32 10.00 1900 1.90 1.90 110 110 0.18 0.4 SWE TDSDTW ftE‐Water ft msl‐ Chemical std unitsNS mg/lN/A J+ NTU No MCL or California Secondary MCL for Drinking WaterNot Available / Not Accessible / No Sample CollectedRe‐sampled on alternate date due to lab holding time expiration for sample 10/18/2021. Nephelometric Turbity Unit Depth to WaterElevation of Water
Notes:

Survey Well Elevation Total Dissolved Solids
FeetFeet Mean Sea LevelStandard pH unitsMilligram per liter or parts per millionResult is above the MDL, but below the PQL; Value is approximate

Page 7 of 7 ends

106

APPENDIX A
107
Site Description
The subject site is located in the northern portion of the City of Adelanto, approximately 2,500 feet east of US Highway 395, northeast of the intersection of Auburn Avenue and Jonathan Street, in the County of San Bernardino. A site vicinity map is included as Figure 1. The Southern California Logistics Airport (former George Air Force Base) lies approximately, 0.5 miles due east of the site. The site lies at an elevation of approximately 2,842 feet above mean sea level. With the exception of the Shadow Mountain area north of Adelanto, topography across the area is relatively flat and featureless, sloping gently towards the north-northeast at an average gradient of approximately 25 feet per mile. The only surface water drainage of any observable significance is close proximity to the site is a desert wash that extends in a northwestsoutheast manner about 2,000 feet due west and 3,000 feet due south of the site. This drainage joins Fremont Wash approximately 3.5 miles northwest of the site, and from there finds confluence with the Mojave River near the own of Helendale, approximately 11 miles northeast of the site.

The facility began treating wastewater in 1998 with an initial design capacity of 1.5 MGD. Treated effluent is discharged into a series of excavated percolation ponds along the northern and central portions of the site. Since 1998, the amount of effluent required to be handled by the facility has risen significantly. Recent improvements to the facility have resulted in the significant increase in plant capacity to 3.0 MGD, and as of March 2013, the WWTP no longer bypasses excess wastewater to the Victor Valley Wastewater Reclamation Authority (VVWRA) treatment plant, but handles, treats, and disposes of all waste it receives onsite.

The facility includes ten (10) groundwater monitoring wells (MW-1A, MW-2 through MW-10) that are used to monitor groundwater conditions surrounding the facility.

Groundwater monitoring well locations are depicted on Figure 2.

Well installation activities were conducted in 1998 for wells MW-2 and MW-3, 2011 for wells MW-7, MW-8, and MW-9. Due to the extended screen length in existing well MW1, well MW-1A was installed as a replacement well for well MW-1 to provide a shallower screen depth that were more consistent with wells MW-2 through MW-10.

Current semi-annual groundwater monitoring and sampling only includes wells MW-1A, MW-2 through MW-10. The wells are sampled every April and October as outlined in the WDR permit. A summary of the completion detail is included as Table 1. 108
Geologic and Hydrogeologic Settings
The subject site is located in the high desert region of the Mojave Desert of southern California. The area is situated on a broad erosional plain of coalescing alluvial fans.

Geologic units Characteristic of alluvial fans include interbedded deposits of clastic sediments and eroded debris laid down in high energy fluvial systems such as braided stream channels and flood events typical of desert environments. Subsurface materials included interbedded layers of sands, silts, gravels and cobbles, and other varying mixtures. Clay layers, calcareous soils (cacliche), and evaporite deposits can occur but are generally of limited thickness and areal extent.

The subject site is part of the Mojave River Valley Groundwater Basin (which includes upper, middle and lower sub-basins), and are managed by the Mojave Water Agency.

Regional groundwater flow direction are to the north-northeast toward the Mojave River.

According to the California Department of Water Resources, there are two distinct waterbearing units present in the area of the subject site1 . The first is described as a Pleistocene
and younger floodplain unit (called the “Floodplain Unit”) that extends 50 to 200 feet deep in the Basin. The other is described as a Pliocene and younger fan unit (called the “Fan Unit”) that includes unconsolidated to partially consolidated alluvial fan deposits up to 1,000 feet thick. The available geologic information suggests that the site is primarily underlain by the Fan Unit.
1 California’s Groundwater, California Department of Water Resources Bulletin 118, update 2/27/2004, Upper Mojave River Valley Groundwater Basin.
109

APPENDIX B
110
AEEI JOB NO.: AWWTP Q223
DATE: 2023

GROUNDWATER MONITORING WELLS

WELL ID
DTW
(feet)
TOTAL
VOLUME
PURGED DTB DIA.

Screen
Interval
Milliliters (mL) Feet Inch Feet
CDTW
(feet)
SWE
(ft msl)
E-WAT (ft
msl)
MW-1A 38.6 10000 104.30 4.00 80-100 38.60 2844.46 2805.86 No Odor / Clear MW-2 34.12 10000 118.25 2.00 90-102 34.12 2839.83 2805.71 No Odor / Clear MW-3 43.60 10000 115.70 2.00 90-102 43.60 2846.24 2802.64 No Odor / Clear MW-4 56.10 10000 99.75 2.00 61-101 56.10 2849.28 2793.18 No Odor / Clear MW-5 63.10 10000 111.10 2.00 69-114 63.10 2858.89 2795.79 No Odor / Clear MW-6 40.82 10000 85.15 2.00 40-89.5 40.82 2833.24 2792.42 No Odor / Clear MW-7 56.57 10000 107.45 4.00 75-105 56.57 2842.57 2786.00 No Odor / Clear MW-8 43.38 10000 88.55 4.00 55-85 43.38 2833.60 2790.22 No Odor / Clear MW-9 64.68 10000 106.60 4.00 74-104 64.68 2833.22 2768.54 No Odor / Clear MW-10 54.05 10000 103.65 4.00 70-100 54.05 2850.75 2796.70 No Odor / Clear

E X P L A N A T I O N

DTW - DEPTH TO WATER FROM SURFACE DTP - DEPTH TO PRODUCT FROM SURFACE

MEASUREMENTS IN FEET DTB - DEPTH TO BOTTOM DIA - WELL DIAMETER CDTW - CORRECTED DEPTH TO WATER FOR PRESENCE OF FREE PRODUCT (USING SPECIFIC GRAVITY OF 0.755) NA - NOT AVAILABLE

SWE - SURVEYED WELL HEAD ELEVATION E-WAT - ELEVATION OF WATER

R E M A R K S
All purged water was discharged on the ground next to the well. Low flow sampling conducted.

GROUNDWATER REMOVED: 100000 mL
DATA RECORDED BY:VC ENTERED BY: JD
(714) 890 - 7129
April 19,
Semi-Annual
ELEVATION Notes

PROJECT STATUS REPORT
Adelanto Waste Water Treatment Plant
(AWWTP)
11600 Air Expressway
Adelanto, California 92301

ATLAS ENVIRONMENTAL
ENGINEERING, INC.
5122 BOLSA AVENUE, SUITE 107
HUNTINGTON BEACH, CA 92649
111
112
113
114
115
116
117
118
119
120
121

PROCEDURE FOR LOW-FLOW (MINIMAL DRAWDOWN) PURGING AND SAMPLING Introduction
The Low-Flow purging and sampling technique is the preferred procedure for groundwater sampling under a wide range of hydrogeologic settings. The objective of low-flow/minimal drawdown purging is to obtain a sample that is most representative of the ambient groundwater conditions near the well, taking into consideration aquifer heterogeneities and site-specific subsurface conditions, without imparting bias due to excessive pump rates or formation stress.

The Low-Flow method of purging and sampling involves using a pump to purge water at a constant low rate to achieve field parameter stabilization, while minimizing stress on the aquifer. This method has been well documented as a preferred methodology for collecting representative samples from groundwater (Low-Flow (Minimal Drawdown), Ground-Water Sampling Procedures, Puls and Barcelona, USEPA, April 1996). LowFlow purging is considered by leading researchers as superior to bailing and high-rate pumping and results in a more representative sample than the typical “three volume” well purge methodology or well evacuation.

This procedure is accomplished by measuring field parameters at periodic intervals during purging with a flow cell container. The flow cell is an inline purge cell, which will allow the sample technician to constantly monitor field water quality parameters such as temperature, pH, dissolved oxygen, and conductivity. Other techniques or containers can be used to collect samples for periodic measurements, provided that periodic and representative samples can be collected.

The following sections provide a general discussion on each aspect of the Low-Flow procedure with bulleted items being procedural steps.

Equipment
Dedicated pumps are ideal for low flow purging. Sites that have observation wells without dedicated pumps will require the use of portable (non-dedicated) pumps (bailers cannot to be used for low-flow purging). The sampling team should have all equipment necessary for purging and sampling wells at low flow rates. Other equipment may include:
o Water Level Tape or other water level measuring device; o Flow cell to monitor field parameters;
o Calibrated purge water container;
o Dedicated pump system or disposable sample tubing (for non-dedicated pumps); and
o Field Meters for pH, Temperature, Dissolved Oxygen, and Conductivity/Specific Conductance.

Prior to each sampling event the field probes will be calibrated in accordance with the owner’s manual provided and the site-specific sampling plan. Field probes should be checked for drift every four hours or at the end of the day at a minimum. 122

PROCEDURE FOR LOW-FLOW (MINIMAL DRAWDOWN) PURGE AND SAMPLING 1 It is important to identify the range, resolution and accuracy of the instruments used to determine if the selected stabilization criteria can be measured. If the instruments available cannot accurately measure the stabilization criteria above, consult with the regulatory program manager to determine if different criteria values would be appropriate for your sampling program.

Decontamination
Sites that have observation wells without dedicated pumps will require the use of nondedicated pumps. All non-dedicated equipment used during the purging and sampling process must be decontaminated prior to each use, including tubing, unless it is disposable):
o Downhole equipment, such as a water level indicator, is to be triple-rinsed between well locations.
o Discard disposable polyethylene tubing used with non dedicated pumps after use at each well.

Sample bottles will be provided and properly prepared by the analytical laboratory scheduled to perform the analysis. No cleaning or preparation of sampling bottles by field personal will be performed.

Purge Volumes and Monitoring Frequency
Low-flow purging does not require the calculation of the water volume in the well, since purging is based solely on indicator parameter stabilization. Rather, the volume of the pump and discharge tubing are necessary for making calculations needed to determine field measurement frequency and/or the minimum purge (“passive”) sampling system purge volume. Pump chamber or bladder volumes can be obtained from the manufacturer. Volumes of the sample tubing can be calculated or taken from the table below.

Discharge Tubing Volumes
Tubing Diameter Volume/foot
1/2" OD/3/8” ID 20 ml
3/8” OD/1/4” ID 10 ml
1/4" OD/1/8” ID 5 ml
Well casing volumes should only be calculated if required by Permit or State Regulation and recorded on field information forms. In addition, well casing volumes may be needed in any case where parameter stabilization is not achieved after a three-casingvolume purge (see below).

Sampling equipment volumes are calculated or recorded for use in determining the frequency of field measurements. Depending on the equipment configuration, calculate and record the volume of the pump and sample tubing using the methodology described 123

PROCEDURE FOR LOW-FLOW (MINIMAL DRAWDOWN) PURGE AND SAMPLING 2 above (the volumes are typically converted to liters). The frequency of field readings is based on the time required to purge at least one volume of the pump and tubing system. For example, a pump and tubing volume of 500-ml purged at a rate of 250 ml/minute will be purged in two minutes; readings should be at least two minutes apart.

In any case, it is important to ensure that the field parameters are measured on independent samples of water.

Purge Rates
The objective of the purging process is to remove sufficient water from within the well screen zone to result in a sample that is representative of actual aquifer conditions adjacent to the well. The sampling pump or pump intake should be located within the well screen. This pump location is already established for dedicated pumps. For nondedicated pumps, the intake is placed within the screened interval, typically in the center of the screen. If the water column in the screen is shorter than the overall screen length, the pump should be placed lower in the screen but no lower than about 6-12 inches from the bottom of the screen to avoid picking up any settled solids in the well.

A low pumping rate (typically less than 1,000 ml/min) is used to minimize drawdown within the well and formation and mobilization of formation solids. Lower flow rates may be required during sampling. Flow rate is determined by measuring the time it takes to fill a calibrated container, or by measuring the volume of one pump discharge cycle and multiplying this volume by the number of cycles per minute (e.g., 125 ml/cycle x 4 CPM = 500 ml/min). Drawdown is monitored by measuring the water level below the top of the well casing with a water level indicator or similar device (e.g. transducer) while pumping. Drawdown will be stabilized during purging. Flow rates and drawdown are recorded on a field log, field data form or with a data logger. o Measure water levels prior to initiating purging;
o Calculate well volumes, if required by permit;
o Calculate sampling system volume and determine indicator parameter measurement frequency;
o Lower water level meter probe to 1-2 feet below static water level; o Connect the flow cell to the discharge tube from the pump; o Begin purge at a rate of 100-200 ml/min (or at a rate determined from prior events);
o Check drawdown with a water level tape while pumping; o If drawdown stabilizes quickly, increase the pumping rate in increments of 100 ml/min until drawdown increases, then reduce the rate slightly after a few minutes to achieve a stable pumping water level;
o If the water level continues to drop, reduce purge rate by 100 ml/min increments until the water level stabilizes;
o Once water level stabilization is achieved, proceed to indicator parameter stabilization.
124

PROCEDURE FOR LOW-FLOW (MINIMAL DRAWDOWN) PURGE AND SAMPLING 3 Parameter Stabilization
Parameter stabilization ensures that the well is adequately purged and sampled groundwater is representative of formation water. In order to determine when a well has been adequately purged, samplers should:
o Monitor pH, specific conductance, and dissolved oxygen of the ground water removed during purging;
o Observe and record the water level drawdown; and
o Record the purge rate and note the volume of water removed if required by guidance or permit.

A well is adequately purged when the pH, specific conductance, and dissolved oxygen stabilize. Stabilization occurs as follows:
pH: +/- 0.2 pH units
Conductance: +/- 5 % of reading value
Dissolved oxygen: +/- 10.0% or 0.2 mg/L, whichever is greater.

Temperature is not a reliable indicator of stabilization, being affected by ambient temperature at the well head, sunlight, and some sampling devices such as electric pumps. Temperature is typically measured to provide correction for temperature dependent parameters (e.g., DO % saturation, pH, and specific conductance).

While turbidity is not a direct measurement of water chemistry and is not used as an indicator parameter of stabilization, it is useful to support data from metals analyses. To avoid artifacts in sample analysis, turbidity should be as low as possible when samples are taken. Turbidity should be measured at least three times, once when purging is initiated, again after the water level in the well stabilizes, and again when the water chemistry indicator parameters being measured are stable. Turbidity should also be measured any time the pumping rate is increased or the water level in the well drops noticeably. If the initial turbidity reading is high (>50 NTU) and the second reading is not significantly lower, the pump rate should be reduced. The turbidity value measured prior to sampling will be recorded. If this value exceeds 50 NTU, procedures should be reviewed and the source of the elevated turbidity determined.

Sampling
Wells should be sampled immediately upon completion of purging operations. Once the water level stabilizes, the purge rate should remain constant during low-flow sampling (generally less than 500 ml/min). For VOCs, lower sampling rates (100 - 200 milliliters/minute) may be required.
o Record field parameters prior to sampling;
o Record depth to water levels prior to sampling (note if the well has not stabilized). 125

PROCEDURE FOR LOW-FLOW (MINIMAL DRAWDOWN) PURGE AND SAMPLING 4 o Record the flow rate determined using a calibrated measuring device; o Disconnect the flow cell other equipment from the pump discharge tube; o Collect samples from the pump discharge tube
o Collect large volume samples first (e.g.,1 liter bottles), then VOC samples, and any filtered samples last;
If, after three well volumes have been removed, the chemical parameters have not stabilized according to the above criteria, the sampling team may elect to collect a sample. The conditions of sampling should be noted in the field log or field information form.

Low Yield Formations
In some situations, even with very slow purge rates, the well drawdown may not stabilize. In this case, sampling the water within the well screen zone provides the best opportunity to determine the formation water chemistry, as well evacuation can greatly affect sample chemistry through changes in dissolved gas levels, dissolved metals and VOCs.

Attempts should be made to avoid purging wells to dryness. This can usually be accomplished by slowing the purge rate. If the well is evacuated during the purging procedures shown above, the sample may be collected as soon as a sufficient volume of water has recovered in the well. If the well goes dry repeatedly (i.e. over multiple monitoring events) prior to sampling, then a minimum purge or “passive” sampling approach should be used in lieu of well evacuation.

Minimum Purge (“Passive”) Sampling
For wells that cannot achieve a stabilized water level and purge dry even at very low pumping rates, an alternative to the traditional evacuation approach is to use minimum purge (sometimes called “passive”) sampling techniques to avoid the pitfalls of well evacuation and obtain a better estimation of the formation water quality. Sampling the water present in the screen zone provides the greatest chance of obtaining samples with minimal alteration of the chemistry. Although the low movement rate of the ground water in the screen provides only a limited exchange, avoiding the alteration caused by the factors mentioned above is really the best alternative.

The minimum purge approach requires the removal of the smallest possible purge volume prior to sampling, generally limited to the volume of the sampling system. The sampling system volume is minimized by using very small diameter tubing and the smallest possible pump chamber volume. Plastic tubing should have sufficient wall thickness to minimize the potential for oxygen transfer through the tubing when pumping at very low flow rates. After purging 1-3 volumes of the sampling system, samples are taken from the subsequent water pumped. Since minimum purge sampling requires the minimum possible disturbance to the water column and surrounding formation, dedicated sampling systems are required for this approach. 126

PROCEDURE FOR LOW-FLOW (MINIMAL DRAWDOWN) PURGE AND SAMPLING 5 The pumping rates used for minimum purge sampling are much lower than for low-flow purging, generally 100 ml/minute or less. Drawdown is expected, since it cannot be avoided; however, it is still advisable to pump at the lowest possible rate to limit drawdown to the minimum possible. Monitoring indicator parameters for stability is not part of this approach, since the intention is not to purge until stabilization of these measurements. The pH, specific conductance and turbidity or any other required field parameters should be measured during collection of the sample from the recovered volume. Regulatory approval should be obtained prior to collecting a sample using this method.

Field Records
Field information must be recorded during purging and sampling. At a minimum, the following information should be included in the field forms for each groundwater monitoring well.

o Purge Information (pumping rate, purge volume if required); o Equipment Specifications (pump type, filter type and pore size if used); o Well Data (depth to water, total depth, groundwater elevation); o Field Measurements during purging and at the time of sample collection; and o General weather conditions or other comments
This data is to be recorded on field forms and/or in a data logger.

Other Technical Issues
The following are other technical issues addressed as follows by the facility:
o Dedicated pump intakes are generally set at the middle of the screen. Where water levels have dropped due to drought conditions, the sampling team may lower the pump in order to obtain sufficient sample.
o For wells installed in bedrock, packers are only required to seal off the zone of interest if the bedrock has been determined to be competent (e.g. is not highly fractured).
o The flow cell system does not require decontamination between wells, because the act of purging removes any liquids from other wells and because sampling takes place upstream of the flow cell and only after disconnecting the pump discharge tubing.
127

APPENDIX C
128
BZ‐01 4/19/23 2840.92 60.59 2780.33 111.95 ‐ 131.95 4.00 Sch 40 PVC SWE
DTW
E‐Water
ft Feet
ft msl
Notes:

Survey Well Elevation
Depth to Water
Elevation of Water
Feet Mean Sea Level
GROUNDWATER GAUGING SUMMARY
Former George Air Force Base
Adelanto, California
Sample ID Sample Date SWE
(ft msl)
DTW
(ft)
E‐Water
(ft msl)
Screen Interval
(ft bgs)
Casing Diameter
(Inches) Casing Material

Page 1 of 1 ends

129

APPENDIX D FIGURES
130
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 1 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
Attached is the analytical report for the sample(s) received for your project. Below is a list of the individual sample descriptions with the corresponding laboratory number(s). Also, enclosed is a copy of the Chain of Custody document (if received with your sample(s)). Please note any unused portion of the sample(s) may be responsibly discarded after 30 days from the above report date, unless you have requested otherwise.

Thank you for the opportunity to serve your analytical needs. If you have any questions or concerns regarding this report please contact our client service department.

Sample Identification
Lab Sample # Client Sample ID Matrix Date Sampled By Date Submitted By C3D2618-01 Liquid 04/19/23 7:15 Client Courier
(Guillermo)-DE
MW-1A 04/19/23 15:30
C3D2618-02 Liquid 04/19/23 7:50 Client Courier
(Guillermo)-DE
MW-2 04/19/23 15:30
C3D2618-03 Liquid 04/19/23 12:40 Client Courier
(Guillermo)-DE
MW-3 04/19/23 15:30
C3D2618-04 Liquid 04/19/23 11:55 Client Courier
(Guillermo)-DE
MW-4 04/19/23 15:30
C3D2618-05 Liquid 04/19/23 11:20 Client Courier
(Guillermo)-DE
MW-5 04/19/23 15:30
C3D2618-06 Liquid 04/19/23 8:25 Client Courier
(Guillermo)-DE
MW-6 04/19/23 15:30
C3D2618-07 Liquid 04/19/23 10:05 Client Courier
(Guillermo)-DE
MW-7 04/19/23 15:30
C3D2618-08 Liquid 04/19/23 8:58 Client Courier
(Guillermo)-DE
MW-8 04/19/23 15:30
C3D2618-09 Liquid 04/19/23 9:30 Client Courier
(Guillermo)-DE
MW-9 04/19/23 15:30
C3D2618-10 Liquid 04/19/23 10:45 Client Courier
(Guillermo)-DE
MW-10 04/19/23 15:30
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
131
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 2 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
Laboratory Reference Number
Sample Description
04/19/23 07:15
Sampled Date/Time Received Date/Time
04/19/23 15:30
Matrix
MW-1A Liquid
C3D2618-01
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Anions
Chloride 110 1.0 0.30 mg/L EPA 300.0 04/19/23 23:00 ANM Sulfate 100 0.50 0.36 mg/L EPA 300.0 04/19/23 23:00 ANM Nitrate as N 0.54 0.20 0.12 mg/L EPA 300.0 04/19/23 23:00 ANM Fluoride 0.6 0.1 0.04 mg/L SM 4500F C 04/30/23 14:00 ANF Nitrite as N ND 0.1 0.09 mg/L EPA 300.0 04/20/23 17:49 KBS NMint Solids
Total Dissolved Solids 510 10 10 mg/L SM 2540C 04/24/23 18:50 CMR Nutrients
Kjeldahl Nitrogen 0.2 0.1 0.1 mg/L EPA 351.2 05/02/23 22:15 AMB Total Nitrogen 0.73 0.40 mg/L Calculation
Metals and Metalloids
Boron 0.38 0.10 0.033 mg/L EPA 200.7 05/04/23 19:11 KBS mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
132
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 3 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
Laboratory Reference Number
Sample Description
04/19/23 07:50
Sampled Date/Time Received Date/Time
04/19/23 15:30
Matrix
MW-2 Liquid
C3D2618-02
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Anions
Chloride 110 1.0 0.30 mg/L EPA 300.0 04/20/23 00:06 ANM Sulfate 100 0.50 0.36 mg/L EPA 300.0 04/20/23 00:06 ANM Nitrate as N 0.75 0.20 0.12 mg/L EPA 300.0 04/20/23 00:06 ANM Fluoride 0.6 0.1 0.04 mg/L SM 4500F C 04/30/23 14:00 ANF Nitrite as N ND 0.1 0.09 mg/L EPA 300.0 04/20/23 18:28 KBS NMint Solids
Total Dissolved Solids 490 10 10 mg/L SM 2540C 04/24/23 18:50 CMR Nutrients
Kjeldahl Nitrogen 1.7 0.5 0.5 mg/L EPA 351.2 05/02/23 22:49 AMB Total Nitrogen 2.4 0.80 mg/L Calculation
Metals and Metalloids
Boron 0.38 0.10 0.033 mg/L EPA 200.7 05/04/23 19:15 KBS mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
133
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 4 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
Laboratory Reference Number
Sample Description
04/19/23 12:40
Sampled Date/Time Received Date/Time
04/19/23 15:30
Matrix
MW-3 Liquid
C3D2618-03
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Anions
Chloride 110 1.0 0.30 mg/L EPA 300.0 04/20/23 07:20 ANM Sulfate 110 0.50 0.36 mg/L EPA 300.0 04/20/23 07:20 ANM Nitrate as N 0.37 0.20 0.12 mg/L EPA 300.0 04/20/23 07:20 ANM Fluoride 0.4 0.1 0.04 mg/L SM 4500F C 04/30/23 14:00 ANF Nitrite as N ND 0.1 0.09 mg/L EPA 300.0 04/20/23 07:20 ANM Solids
Total Dissolved Solids 510 10 10 mg/L SM 2540C 04/24/23 18:50 CMR Nutrients
Kjeldahl Nitrogen ND 0.1 0.1 mg/L EPA 351.2 05/02/23 22:18 AMB Total Nitrogen ND 0.40 mg/L Calculation
Metals and Metalloids
Boron 0.27 0.10 0.033 mg/L EPA 200.7 05/04/23 19:18 KBS mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
134
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 5 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
Laboratory Reference Number
Sample Description
04/19/23 11:55
Sampled Date/Time Received Date/Time
04/19/23 15:30
Matrix
MW-4 Liquid
C3D2618-04
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Anions
Chloride 110 1.0 0.30 mg/L EPA 300.0 04/20/23 03:37 ANM Sulfate 120 0.50 0.36 mg/L EPA 300.0 04/20/23 03:37 ANM Nitrate as N 2.2 0.20 0.12 mg/L EPA 300.0 04/20/23 03:37 ANM Fluoride 0.5 0.1 0.04 mg/L SM 4500F C 04/30/23 14:00 ANF Nitrite as N ND 0.1 0.09 mg/L EPA 300.0 04/20/23 03:37 ANM Solids
Total Dissolved Solids 510 10 10 mg/L SM 2540C 04/24/23 18:50 CMR Nutrients
Kjeldahl Nitrogen ND 0.1 0.1 mg/L EPA 351.2 05/02/23 22:50 AMB Total Nitrogen 2.2 0.40 mg/L Calculation
Metals and Metalloids
Boron 0.18 0.10 0.033 mg/L EPA 200.7 05/04/23 19:21 KBS mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
135
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 6 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
Laboratory Reference Number
Sample Description
04/19/23 11:20
Sampled Date/Time Received Date/Time
04/19/23 15:30
Matrix
MW-5 Liquid
C3D2618-05
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Anions
Chloride 110 1.0 0.30 mg/L EPA 300.0 04/20/23 03:50 ANM Sulfate 120 0.50 0.36 mg/L EPA 300.0 04/20/23 03:50 ANM Nitrate as N 1.9 0.20 0.12 mg/L EPA 300.0 04/20/23 03:50 ANM Fluoride 0.5 0.1 0.04 mg/L SM 4500F C 04/30/23 14:00 ANF Nitrite as N ND 0.1 0.09 mg/L EPA 300.0 04/20/23 03:50 ANM Solids
Total Dissolved Solids 520 10 10 mg/L SM 2540C 04/24/23 18:50 CMR Nutrients
Kjeldahl Nitrogen ND 0.1 0.1 mg/L EPA 351.2 05/02/23 22:52 AMB Total Nitrogen 1.9 0.40 mg/L Calculation
Metals and Metalloids
Boron 0.16 0.10 0.033 mg/L EPA 200.7 05/04/23 19:25 KBS mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
136
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 7 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
Laboratory Reference Number
Sample Description
04/19/23 08:25
Sampled Date/Time Received Date/Time
04/19/23 15:30
Matrix
MW-6 Liquid
C3D2618-06
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Anions
Chloride 110 1.0 0.30 mg/L EPA 300.0 04/20/23 00:32 ANM Sulfate 110 0.50 0.36 mg/L EPA 300.0 04/20/23 00:32 ANM Nitrate as N 0.51 0.20 0.12 mg/L EPA 300.0 04/20/23 00:32 ANM Fluoride 0.5 0.1 0.04 mg/L SM 4500F C 04/30/23 14:00 ANF Nitrite as N ND 0.1 0.09 mg/L EPA 300.0 04/20/23 00:32 ANM Solids
Total Dissolved Solids 520 10 10 mg/L SM 2540C 04/24/23 18:50 CMR Nutrients
Kjeldahl Nitrogen ND 0.1 0.1 mg/L EPA 351.2 05/02/23 22:53 AMB Total Nitrogen 0.51 0.40 mg/L Calculation
Metals and Metalloids
Boron 0.38 0.10 0.033 mg/L EPA 200.7 05/04/23 19:38 KBS mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
137
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 8 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
Laboratory Reference Number
Sample Description
04/19/23 10:05
Sampled Date/Time Received Date/Time
04/19/23 15:30
Matrix
MW-7 Liquid
C3D2618-07
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Anions
Chloride 110 1.0 0.30 mg/L EPA 300.0 04/20/23 04:29 ANM Sulfate 110 0.50 0.36 mg/L EPA 300.0 04/20/23 04:29 ANM Nitrate as N 1.1 0.20 0.12 mg/L EPA 300.0 04/20/23 04:29 ANM Fluoride 0.4 0.1 0.04 mg/L SM 4500F C 04/30/23 14:00 ANF Nitrite as N ND 0.1 0.09 mg/L EPA 300.0 04/20/23 04:29 ANM Solids
Total Dissolved Solids 540 10 10 mg/L SM 2540C 04/24/23 18:50 CMR Nutrients
Kjeldahl Nitrogen ND 0.1 0.1 mg/L EPA 351.2 05/02/23 22:54 AMB Total Nitrogen 1.1 0.40 mg/L Calculation
Metals and Metalloids
Boron 0.27 0.10 0.033 mg/L EPA 200.7 05/04/23 19:41 KBS mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
138
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 9 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
Laboratory Reference Number
Sample Description
04/19/23 08:58
Sampled Date/Time Received Date/Time
04/19/23 15:30
Matrix
MW-8 Liquid
C3D2618-08
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Anions
Chloride 120 1.0 0.30 mg/L EPA 300.0 04/20/23 00:45 ANM Sulfate 110 0.50 0.36 mg/L EPA 300.0 04/20/23 00:45 ANM Nitrate as N 0.68 0.20 0.12 mg/L EPA 300.0 04/20/23 00:45 ANM Fluoride 0.4 0.1 0.04 mg/L SM 4500F C 04/30/23 14:00 ANF Nitrite as N ND 0.1 0.09 mg/L EPA 300.0 04/20/23 00:45 ANM Solids
Total Dissolved Solids 540 10 10 mg/L SM 2540C 04/24/23 18:50 CMR Nutrients
Kjeldahl Nitrogen ND 0.1 0.1 mg/L EPA 351.2 05/02/23 22:59 AMB Total Nitrogen 0.68 0.40 mg/L Calculation
Metals and Metalloids
Boron 0.40 0.10 0.033 mg/L EPA 200.7 05/04/23 19:45 KBS mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
139
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 10 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
Laboratory Reference Number
Sample Description
04/19/23 09:30
Sampled Date/Time Received Date/Time
04/19/23 15:30
Matrix
MW-9 Liquid
C3D2618-09
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Anions
Chloride 130 1.0 0.30 mg/L EPA 300.0 04/20/23 00:58 ANM Sulfate 140 0.50 0.36 mg/L EPA 300.0 04/20/23 00:58 ANM Nitrate as N 1.6 0.20 0.12 mg/L EPA 300.0 04/20/23 00:58 ANM Fluoride 0.4 0.1 0.04 mg/L SM 4500F C 04/30/23 14:00 ANF Nitrite as N ND 0.1 0.09 mg/L EPA 300.0 04/20/23 00:58 ANM Solids
Total Dissolved Solids 590 10 10 mg/L SM 2540C 04/24/23 18:50 CMR Nutrients
Kjeldahl Nitrogen ND 0.1 0.1 mg/L EPA 351.2 05/02/23 23:00 AMB Total Nitrogen 1.6 0.40 mg/L Calculation
Metals and Metalloids
Boron 0.28 0.10 0.033 mg/L EPA 200.7 05/04/23 19:48 KBS mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
140
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 11 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
Laboratory Reference Number
Sample Description
04/19/23 10:45
Sampled Date/Time Received Date/Time
04/19/23 15:30
Matrix
MW-10 Liquid
C3D2618-10
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Anions
Chloride 110 2.0 0.61 mg/L EPA 300.0 04/20/23 04:43 ANM Sulfate 110 1.0 0.72 mg/L EPA 300.0 04/20/23 04:43 ANM
Nitrate as N 1.9 0.40 0.25 mg/L EPA 300.0 04/20/23 04:43 ANM Fluoride 0.4 0.1 0.04 mg/L SM 4500F C 04/30/23 14:00 ANF Nitrite as N ND 0.2 0.2 mg/L EPA 300.0 04/20/23 04:43 ANM N_RLd Solids
Total Dissolved Solids 1900 10 10 mg/L SM 2540C 04/24/23 18:50 CMR Nutrients
Kjeldahl Nitrogen ND 0.1 0.1 mg/L EPA 351.2 05/02/23 23:01 AMB Total Nitrogen 1.9 0.70 mg/L Calculation
Metals and Metalloids
Boron 0.18 0.10 0.033 mg/L EPA 200.7 05/04/23 19:52 KBS mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
141
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 12 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
Result RDL Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Analyte(s) Limit Flag
Anions - Batch Quality Control
Batch 3D19037 - Analyzed as Received IC
Blank (3D19037-BLK1) Prepared & Analyzed: 04/19/23
Nitrite as N ND 0.1 0.09 mg/L
Sulfate ND 0.50 0.36 mg/L
Chloride 0.311 1.0 0.30 mg/L J
Nitrate as N ND 0.20 0.12 mg/L
LCS (3D19037-BS1) Prepared & Analyzed: 04/19/23
Nitrite as N 2.53 0.1 0.09 mg/L 2.50 101 90-110
Sulfate 25.3 0.50 0.36 mg/L 25.0 101 90-110
Chloride 24.8 1.0 0.30 mg/L 25.0 99 90-110
Nitrate as N 5.65 0.20 0.12 mg/L 5.65 100 90-110
Matrix Spike (3D19037-MS1) Source: C3D2618-01 Prepared & Analyzed: 04/19/23 Nitrite as N 1.67 0.1 0.09 mg/L 2.50 ND 67 80-120 QFini, QMint Sulfate 124 0.50 0.36 mg/L 25.0 101 92 75-128
Chloride 126 1.0 0.30 mg/L 25.0 111 62 84-129 QM-4X
Nitrate as N 6.17 0.20 0.12 mg/L 5.65 0.542 100 75-131
Matrix Spike (3D19037-MS2) Source: C3D2618-02 Prepared & Analyzed: 04/20/23 Nitrite as N 1.72 0.1 0.09 mg/L 2.50 ND 69 80-120 QFini, QMint Sulfate 128 0.50 0.36 mg/L 25.0 103 102 75-128
Chloride 128 1.0 0.30 mg/L 25.0 111 70 84-129 QM-4X
Nitrate as N 6.50 0.20 0.12 mg/L 5.65 0.748 102 75-131
Matrix Spike Dup (3D19037-MSD1) Source: C3D2618-01 Prepared & Analyzed: 04/19/23 Nitrite as N 1.71 0.1 0.09 mg/L 2.50 ND 68 80-120 2 20 QFini, QMint Sulfate 125 0.50 0.36 mg/L 25.0 101 95 75-128 0.5 20
Chloride 126 1.0 0.30 mg/L 25.0 111 62 84-129 0.02 20 QM-4X Nitrate as N 6.26 0.20 0.12 mg/L 5.65 0.542 101 75-131 1 20 mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
142
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 13 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
Result RDL Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Analyte(s) Limit Flag
Anions - Batch Quality Control
Batch 3D19082 - Analyzed as Received IC
Blank (3D19082-BLK1) Prepared & Analyzed: 04/20/23
Nitrite as N ND 0.1 0.09 mg/L
Sulfate ND 0.50 0.36 mg/L
Chloride 0.344 1.0 0.30 mg/L J
Nitrate as N ND 0.20 0.12 mg/L
LCS (3D19082-BS1) Prepared & Analyzed: 04/20/23
Nitrite as N 2.32 0.1 0.09 mg/L 2.50 93 90-110
Sulfate 26.5 0.50 0.36 mg/L 25.0 106 90-110
Chloride 24.5 1.0 0.30 mg/L 25.0 98 90-110
Nitrate as N 5.46 0.20 0.12 mg/L 5.65 97 90-110
Matrix Spike (3D19082-MS1) Source: C3D2582-02 Prepared & Analyzed: 04/20/23 Nitrite as N 1.11 0.1 2.50 ND QFpas,
QMout

0.09 mg/L 44 80-120
Sulfate 484 0.50 0.36 mg/L 25.0 462 89 75-128 QOcal
Chloride 286 1.0 25.0 286 QM-4X,
QOcal

0.30 mg/L 1 84-129
Nitrate as N 8.37 0.20 0.12 mg/L 5.65 2.53 103 75-131
Matrix Spike (3D19082-MS2) Source: C3D2582-03 Prepared & Analyzed: 04/20/23 Nitrite as N 1.24 0.1 0.09 mg/L 2.50 ND 50 80-120 QFini, QMint Sulfate 398 0.50 0.36 mg/L 25.0 378 84 75-128 QOcal
Chloride 292 1.0 25.0 292 QM-4X,
QOcal

0.30 mg/L NR 84-129
Nitrate as N 21.2 0.20 0.12 mg/L 5.65 15.6 98 75-131
Matrix Spike Dup (3D19082-MSD1) Source: C3D2582-02 Prepared & Analyzed: 04/20/23 Nitrite as N 1.30 0.1 2.50 ND 20 QFpas,
QMout

0.09 mg/L 52 80-120 16
Sulfate 490 0.50 0.36 mg/L 25.0 462 114 75-128 1 20 QOcal Chloride 288 1.0 25.0 286 20 QM-4X,
QOcal

0.30 mg/L 7 84-129 0.5
Nitrate as N 8.36 0.20 0.12 mg/L 5.65 2.53 103 75-131 0.1 20 mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
143
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 14 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
Result RDL Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Analyte(s) Limit Flag
Anions - Batch Quality Control
Batch 3D20031 - Analyzed as Received IC
Blank (3D20031-BLK1) Prepared & Analyzed: 04/20/23
Nitrite as N ND 0.1 0.09 mg/L
LCS (3D20031-BS1) Prepared & Analyzed: 04/20/23
Nitrite as N 2.37 0.1 0.09 mg/L 2.50 95 90-110
Matrix Spike (3D20031-MS1) Source: C3D2618-01RE1 Prepared & Analyzed: 04/20/23 Nitrite as N 1.73 0.1 0.09 mg/L 2.50 ND 69 80-120 QFini, QMint Sulfate 125 0.50 0.36 mg/L 25.0 100 97 75-128
Chloride 124 1.0 0.30 mg/L 25.0 108 67 84-129 QM-4X
Nitrate as N 6.05 0.20 0.12 mg/L 5.65 0.472 99 75-131
Matrix Spike (3D20031-MS2) Source: C3D2618-02RE1 Prepared & Analyzed: 04/20/23 Nitrite as N 1.73 0.1 0.09 mg/L 2.50 ND 69 80-120 QFini, QMint Sulfate 122 0.50 0.36 mg/L 25.0 102 81 75-128
Chloride 122 1.0 0.30 mg/L 25.0 107 58 84-129 QM-4X
Nitrate as N 6.09 0.20 0.12 mg/L 5.65 0.648 96 75-131
Matrix Spike Dup (3D20031-MSD1) Source: C3D2618-01RE1 Prepared & Analyzed: 04/20/23 Nitrite as N 1.76 0.1 0.09 mg/L 2.50 ND 70 80-120 2 20 QFini, QMint Batch 3D30011 - Analyzed as received
Blank (3D30011-BLK1) Prepared & Analyzed: 04/30/23
Fluoride ND 0.1 0.04 mg/L
LCS (3D30011-BS1) Prepared & Analyzed: 04/30/23
Fluoride 1.06 0.1 0.04 mg/L 1.00 106 90-110
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
144
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 15 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
Result RDL Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Analyte(s) Limit Flag
Anions - Batch Quality Control
Batch 3D30011 - Analyzed as received
Matrix Spike (3D30011-MS1) Source: C3D2618-01 Prepared & Analyzed: 04/30/23 Fluoride 1.72 0.1 0.04 mg/L 1.00 0.568 115 75-125
Matrix Spike Dup (3D30011-MSD1) Source: C3D2618-01 Prepared & Analyzed: 04/30/23 Fluoride 1.71 0.1 0.04 mg/L 1.00 0.568 114 75-125 0.6 20 mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
145
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 16 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
Result RDL Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Analyte(s) Limit Flag
Solids - Batch Quality Control
Batch 3D24056 - Analyzed as received
Blank (3D24056-BLK1) Prepared & Analyzed: 04/24/23
Total Dissolved Solids ND 10 10 mg/L
Duplicate (3D24056-DUP1) Source: C3D2412-01 Prepared & Analyzed: 04/24/23 Total Dissolved Solids 308 10 10 mg/L 308 0 20
Duplicate (3D24056-DUP2) Source: C3D2412-02 Prepared & Analyzed: 04/24/23 Total Dissolved Solids 307 10 10 mg/L 306 0.3 20
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
146
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 17 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
Result RDL Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Analyte(s) Limit Flag
Nutrients - Batch Quality Control
Batch 3E01051 - Acid Digest
Blank (3E01051-BLK1) Prepared & Analyzed: 05/02/23
Kjeldahl Nitrogen ND 0.1 0.1 mg/L
LCS (3E01051-BS1) Prepared & Analyzed: 05/02/23
Kjeldahl Nitrogen 0.936 0.1 0.1 mg/L 1.00 94 80-120
Matrix Spike (3E01051-MS1) Source: C3D2302-01 Prepared & Analyzed: 05/02/23 Kjeldahl Nitrogen 4.00 0.5 0.5 mg/L 1.00 2.59 141 42-154 Matrix Spike Dup (3E01051-MSD1) Source: C3D2302-01 Prepared & Analyzed: 05/02/23 Kjeldahl Nitrogen 3.99 0.5 0.5 mg/L 1.00 2.59 141 42-154 0.1 25 mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
147
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 18 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
Result RDL Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Analyte(s) Limit Flag
Metals and Metalloids - Batch Quality Control
Batch 3D25034 - EPA 200.2
Blank (3D25034-BLK1) Prepared: 04/25/23 Analyzed: 05/03/23 Boron ND 0.10 0.033 mg/L
LCS (3D25034-BS1) Prepared: 04/25/23 Analyzed: 05/03/23 Boron 0.843 0.10 0.033 mg/L 0.833 101 85-115
Duplicate (3D25034-DUP1) Source: C3D1970-01 Prepared: 04/25/23 Analyzed: 05/03/23 Boron 4.60 0.10 0.033 mg/L 4.45 3 20 QIS
Matrix Spike (3D25034-MS1) Source: C3D1970-01 Prepared: 04/25/23 Analyzed: 05/03/23 Boron 5.33 0.50 0.17 mg/L 0.833 4.45 106 70-130
Matrix Spike Dup (3D25034-MSD1) Source: C3D1970-01 Prepared: 04/25/23 Analyzed: 05/03/23 Boron 5.47 0.50 0.17 mg/L 0.833 4.45 122 70-130 2 20
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
148
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 19 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
Notes and Definitions
J Estimated value
N_RLd The reporting limit has been raised due to sample dilution. The dilution was required to get one or more target analytes within the calibration range of the instrument.

NMint Due to matrix interference, the matrix spike and/or matrix spike duplicate performed on this sample did not meet laboratory acceptance criteria.

QFini Follow-up result also did not meet laboratory acceptance criteria.

QFpas Follow-up result within laboratory acceptance criteria.

QIS The Internal Standard recovery for this QC analyte did not meet acceptance criteria.

QM-4X Due to analyte concentration greater than or equal to 4 times the spike concentration, recoveries for the MS and/or MSD did not meet laboratory acceptance criteria.

QMint Due to matrix interference, the MS and/or MSD did not meet laboratory acceptance criteria.

QMout MS and/or MSD recovery did not meet laboratory acceptance criteria.

QOcal The concentration indicated for this analyte is an estimated value above the calibration range of the instrument.

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 20 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
e-Standard_No Alias.rpt
This report applies only to the sample(s) analyzed. As a mutual protection to clients, the public, and Babcock Laboratories, Inc., this report is submitted and accepted for the exclusive use of the Client to whom it is addressed. Interpretation and use of the information contained within this report are the sole responsibility of the Client. Babcock Laboratories, Inc. is not responsible for any misinformation or consequences that may result from misinterpretation or improper use of this report. This report is not to be modified or abbreviated in any way.

Additionally, this report is not to be used, in whole or in part, in any advertising or publicity matter without written authorization from Babcock Laboratories, Inc. The liability of Babcock Laboratories, Inc. is limited to the actual cost of the requested analyses, unless otherwise agreed upon in writing. There is no other warranty expressed or implied.

Enclosed are the analytical results for the submitted sample(s). Babcock Laboratories certify the data presented as part of this report meet the minimum quality standards in the referenced analytical methods. Any exceptions have been noted.

Approval
cc:

Cindy A. Waddell
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
150
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 21 of 21
Project Name:
05-May-2023
Work Order Number: C3D2618
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Semi-Annual MW
Semi-Annual GW Monitoring Sampling 2023
C3D2618
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
151
Section C
Collection System Report
152

PROJECT STATUS REPORT & PROJECTIONS
Project Name: City of Adelanto
Department: Collection System
Month: May 2023
Prepared By: PERC Water Corporation

PROJECT STATUS REPORT
Date Footage Mo/Yr Area Locations That Need Attention
May 2023 0 / 1,439 · No annual
cleaning this
month
· Monthly enhanced maintenance
areas
· Quarterly enhanced maintenance
areas
TABLE OF CONTENTS:
01) Adelanto Enhanced Maintenance Annual Log 2023
02) Adelanto Enhanced Maintenance 05-23
LIST OF NOTES:
01) On 5-10-23 PERC staff cleaned the lift station wet well with the Vactor. 02) On 5-10-23 PERC staff replaced power pack to Muskrat lift station smart cover. 03) On 5-20-23 PERC staff received a smart cover alarm at the Muskrat lift station. Thunderstorm system with lots of rain. Operator put both pumps in hand to lower wet well level. No sewer spill. 04) On 5-23-23 PERC staff cleaned Pearmain and Taylor sewer segments. Used two different nozzles on piping.
05) On 5-26-23 Layne Christensen pulled out a Muskrat lift station pump and replaced with another. 06) PERC staff received and reviewed 344 USA Dig Alerts 153
MONTHLY Map pg. JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Date Date Date Date Date Date Date Date Date Date Date Date Bellflower & Auburn 460 N 500 W 4-Jan 13-Feb 14-Mar 3-Apr 8-May 1st Mh W 395 & Auburn 400 W 4-Jan 13-Feb 14-Mar 3-Apr 8-May 1st Mh E 395 & Auburn 500 W 4-Jan 13-Feb 14-Mar 3-Apr 8-May Pearmain & Taylor 275 S & 285 W 8 4-Jan 13-Feb 14-Mar 3-Apr 8-May Pearmain & Cactus 300 E & 400 S 10 4-Jan 13-Feb 14-Mar 3-Apr 8-May 1st Mh W Aster & Vintage 500 W 41 4-Jan 13-Feb 14-Mar 3-Apr 8-May Aster & Vintage 500 W 41 4-Jan 13-Feb 14-Mar 3-Apr 8-May

BI-MONTHLY JAN MAR MAY JUL SEP NOV

QUARTERLY JAN APR JUL OCT
Verbena & Mojave W 500 W & S 23 4-Jan 3-Apr
1st mh N Forest & Muskrat 500 N&S 4-Jan 3-Apr
Joshua & Verbena 200 W 17 4-Jan 3-Apr
Cactus & Caliente 400 W 8.9 4-Jan 3-Apr
Bartlett & Lilac 4-Jan 3-Apr

BI-ANNUAL JAN JUL
Geo East
154
City of Adelanto Enhanced Maintenance Collection System Operator: Shawn Month: May 2023 Date Locati
on
Street & Cross Street Feet
Cleaned
Comments
1 5/8/2023 Pearmain & Taylor 275 Cleaned south greasy
2 5/8/2023 Pearmain & Taylor 285 Cleaned west
3 5/8/2023 Pearmain & Cactus 400 Cleaned south
4 5/8/2023 Pearmain & Cactus 300 Cleaned east
5 5/8/2023 Vintage 500 Cleaned west
6 5/8/2023 Aster & Vintage 500 Cleaned west
7 5/8/2023 Auburn & Bellflower 460 Cleaned north grease in MH 8 5/8/2023 Auburn & Bellflower 500 Cleaned west grease in MH 9 5/8/2023 Auburn west of 395 400 Cleaned west grease in MH 10 5/23/2023 Pearmain & Taylor 275 Cleaned North
11 5/23/2023 Pearmain & Taylor 275 Cleaned North again
12 13
14 15
16 17
18 19
20 21
22 23
24 ^
Total Feet 4,170
155
Section D
Bio-Solids Report
156
May 2023 Section D – Bio-solids Report
Adelanto Wastewater Treatment System
Bio-solids Report
In May 2023, PERC Water Staff performed dewatering procedures to dewater 2,224,828 gallons of bio-solids from the aerated solids holding tank. See data table below for amounts and disposal costs. Wet tons of bio-solids were removed at an average total solids concentration of 19%. End dump trailers were collected periodically by GIC Corporation and delivered to Synagro composting facility in Helendale, CA.

Wet Tons Dry Tons Wet Tons Dry Tons
January 321.00 73.83 13 13 $5,119.95 $9,873.96 $14,993.91 $46.71 February 298.26 68.60 12 12 $4,757.25 $9,174.48 $13,931.72 $46.71 March 348.53 80.16 967.79 222.59 14 14 $5,559.05 $10,720.78 $16,279.84 $46.71 April 270.79 51.45 11 11 $4,319.10 $8,329.50 $12,648.60 $46.71 May 263.76 50.11 11 11 $4,206.97 $8,113.26 $12,320.23 $46.71 June 0.00 534.55 101.56 $0.00 $0.00 $0.00 #DIV/0!
July 0.00 $0.00 $0.00 $0.00 #DIV/0!
August 0.00 $0.00 $0.00 $0.00 #DIV/0!
September 0.00 0.00 0.00 $0.00 $0.00 $0.00 #DIV/0!
October 0.00 $0.00 $0.00 $0.00 #DIV/0!
November 0.00 $0.00 $0.00 $0.00 #DIV/0!
December 0.00 0.00 0.00 $0.00 $0.00 $0.00 #DIV/0!
Total Tons 1502.34 324.16 1502.34 324.16 61 61 $23,962.32 $46,211.98 $70,174.30 #DIV/0! Metric Tons 1362.62 294.01 1362.62 294.01 total total total total total average 2023 BIO-SOLIDS HAULED
Adelanto production Quarter # of GIC
end dump
Removed
# Synagro
loads
received
Total Hauling
Cost
Total Tipping
Fee Cost Total Cost Total Cost Per Ton
157
May 2023 Section D – Bio-solids Report
Adelanto Wastewater Treatment System
Burrtec hauls off screenings/rags and recycle product from the facility each month. See data table below for bins removed from the Facility.

RECYCLE
# of Bins ft3
yards # of Bins
January 20 40 2
February 23 46 2
March 22 44 2
April 20 40 1
May 23 46 2
June 0
July 0
August 0
September 0
October 0
November 0
December 0
Total 108 216 9
2023 SCREENINGS/GRIT HAULED
158
Section E
Preventive Maintenance
CMMS Report
159
May2023 Section E Completed Work Orders
Adelanto Wastewater Treatment System
Completed Work Orders
Below is a list of the Adelanto’s Wastewater System’s completed work orders for the month of May: 134 tasks completed
Completed
Date
Asset ID Asset Description Brief Description
5/1/2023 LIFTSTATION Pump station lift station float alarm 5/2/2023 ADINFEFFSMPLRS Influent and Effluent
sampler
Clean Influent Effluent Sampler
5/2/2023 ADEYEWSHST eye wash eye wash/shower weekly check 5/2/2023 ADPOLYUNIT Polymer unit Clean polymer flow sensor 5/2/2023 AD_SC-CLRFYR-N North Clarifier Weekly Clarifier check 5/2/2023 AD_SC-CLRFYR-S South Clarifier Weekly Clarifier check 5/2/2023 LIFTSTATION Pump station Wet well grease cleaning 5/2/2023 LIFTSTATION Pump station air release debris removal 5/3/2023 ADSCCLW Sludge Thickener
West
Sludge thickener check
5/3/2023 ADSCCLE Sludge Thickener
East
Sludge thickener check
5/3/2023 AD_SCADA SCADA system Scada Test
5/3/2023 AD_DOPROBES D O probes on North
and South Basins
Clean D.O. Probes on North and
South Basin
5/4/2023 AD_RAS_PMPS RAS pumps Swap RAS pumps. cannot rotate at this time due to using 2
pumps in hand
5/4/2023 AD_SH_ANDRITZ Andritz Centrifuge Run Andritz centrifuge 5/4/2023 AD_PONDS Percolation Ponds Rotate ponds. pond
maintenance being done cannot
rotate at this time
5/4/2023 AD_HW-IP1 Influent Pump 1 Rotate settings with Bypass pump. need pump 1
troubleshoot as to why blowing
fuses, pump will be inspected
when Layne Christensen can be
scheduled.
5/4/2023 ADPLGPD1 Pipe Plug (pig) Check plug
5/4/2023 AD_SH_CENTRISYS Centrisys Centrifuge Lubricate Housing Seal Assembly 5/4/2023 AD_SH_CENTRISYS Centrisys Centrifuge Lubricate Solids and Liquid end Headwall External Assembly
5/4/2023 AD_SH-CENTRISYS-MM Centrisys Muffin
Monster
Centrisys Muffin Monster
lubrication grease
160
May2023 Section E Completed Work Orders
Adelanto Wastewater Treatment System
5/4/2023 AD_HAZ-WST Haz waste
checksheet
Check and fill out weekly check
sheet
5/4/2023 AD_RPTS Reports Collections, IPP, Emaint
5/5/2023 ADPHECMD Probe Calibrate pH and EC probes
5/5/2023 AD_RCYCLPMP1 Recycle pump 1 for
new plant water
system
Bump motor for Recycle pump
5/5/2023 AD_RCYCLPMP2 Recycle pump 2 for
new plant water
system
Bump motor for Recycle pump
5/5/2023 BELLFLOWER_AUBURN Collection Systems Manhole inspection 5/6/2023 AD_HAZ-WST Haz waste check
sheet
Check AGST binder and make
sure it is up to date
5/7/2023 AD_BLWR_BLD BUILDINGS Replacement of Blower Building Filters
5/7/2023 AD_HW-GC-CPT1 Grit Collector CPT 1 Monthly CPT inspection 5/7/2023 AD_HW-GC-CPT2 Grit Collector CPT 2 Monthly CPT inspection 5/8/2023 BELLFLOWER_AUBURN Collection Systems Bellflower and Auburn 5/8/2023 HOTLIST Collection Systems Pearmain and Taylor 5/8/2023 HOTLIST Collection Systems Pearmain and Cactus 5/8/2023 HOTLIST Collection Systems Aster and Vintage
5/8/2023 AD-FAK First aid kits Monthly first aid kits check 5/8/2023 AD_SH_ANDRITZ Andritz Centrifuge Run Andritz centrifuge 5/9/2023 AD_HW-GP-P1 Grit Pump 1 grit pump belt check
5/9/2023 AD_HW-GP-P2 Grit Pump 2 grit pump belt check
5/9/2023 ADPLGPD1 Pipe Plug (pig) Check plug
5/9/2023 ADPOLYUNIT Polymer unit Clean polymer flow sensor 5/9/2023 ADSCCLW Sludge Thickener
West
Scum Pit
5/9/2023 ADSCCLE Sludge Thickener
East
Scum Pit
5/9/2023 AD_SC-CLRFYR-N North Clarifier Weekly Clarifier check 5/9/2023 AD_SC-CLRFYR-S South Clarifier Weekly Clarifier check 5/9/2023 AD_AZ_BLWR1 Aerzen Blower 1 Change and wash pre-filters 5/9/2023 AD_AZ_BLWR2 Aerzen Blower 2 Change and wash pre-filters 5/9/2023 AD_AZ_BLWR3 Aerzen Blower 3 Change and wash pre-filters 5/9/2023 AD_SH_CENTRISYS Centrisys Centrifuge Lubricate Housing Seal Assembly 5/9/2023 AD_SH_CENTRISYS Centrisys Centrifuge Lubricate Solids and Liquid end Headwall External Assembly
5/10/2023 ADSCCLW Sludge Thickener
West
Sludge thickener check
5/10/2023 ADSCCLE Sludge Thickener
East
Sludge thickener check
161
May2023 Section E Completed Work Orders
Adelanto Wastewater Treatment System
5/10/2023 AD_SCADA SCADA system Scada Test
5/11/2023 AD_HAZ-WST Haz waste check
sheet
Check and fill out weekly check
sheet
5/12/2023 AD_DOPROBES D O probes on North
and South Basins
Clean D.O. Probes on North and
South Basin
5/12/2023 AD_HW-FR-E Flex Rake East Flexrake check
5/12/2023 AD_RCYCLPMP1 Recycle pump 1 for
new plant water
system
Bump motor for Recycle pump
5/12/2023 AD_RCYCLPMP2 Recycle pump 2 for
new plant water
system
Bump motor for Recycle pump
5/12/2023 AD_HAZ-WST Haz waste check
sheet
Check AGST binder and make
sure it is up to date
5/14/2023 AD_SH-POL-M Polymer Motor polymer pump gear box oil check 5/14/2023 AD_8INPORTPMP 8 Inch portable pump Run 8 in portable pump 5/15/2023 LIFTSTATION Pump station lift station float alarm 5/15/2023 AD_SH_ANDRITZ Andritz Centrifuge Run Andritz centrifuge 5/16/2023 ADPLGPD1 Pipe Plug (pig) Check plug
5/16/2023 ADPOLYUNIT Polymer unit Clean polymer flow sensor 5/16/2023 AD_SC-CLRFYR-N North Clarifier Weekly Clarifier check 5/16/2023 AD_SC-CLRFYR-S South Clarifier Weekly Clarifier check 5/16/2023 AD_SH_CENTRISYS Centrisys Centrifuge Lubricate Housing Seal Assembly 5/16/2023 AD_SH_CENTRISYS Centrisys Centrifuge Lubricate Solids and Liquid end Headwall External Assembly
5/17/2023 ADSCCLW Sludge Thickener
West
Sludge thickener check
5/17/2023 ADSCCLE Sludge Thickener
East
Sludge thickener check
5/17/2023 AD_SCADA SCADA system Scada Test
5/17/2023 AD_TRAC Tractor Check oil in tractor
5/17/2023 AD_GD Multi gas detector Multi Gas Detector Calibration 5/18/2023 AD_SC-RAS-M2 Sludge Thickener RAS
Motor 2
Lubrication, Grease
5/18/2023 AD_SC-RAS-M1 Sludge Thickener RAS
Motor 1
Lubrication, Grease
5/18/2023 AD_SC-RAS-P1 Sludge Thickener RAS
Pump 1
R.A.S. pump annual maint.
5/18/2023 AD_SC-RAS-P2 Sludge Thickener RAS
Pump 2
R.A.S. pump annual maint.
5/18/2023 AD_SC-RAS-P1 Sludge Thickener RAS
Pump 1
Sludge Thickener R.A.S. pump
inspection
162
May2023 Section E Completed Work Orders
Adelanto Wastewater Treatment System
5/18/2023 AD_SC-RAS-P2 Sludge Thickener RAS
Pump 2
Sludge Thickener R.A.S. pump
inspection
5/18/2023 AD-PORT-GEN Generators RUN PORTABLE GENERATOR FOR 15 MINUTES
5/18/2023 ADAIRCPSH Air compressor Inspect Quincy Air Compressor 5/18/2023 FIREEXTR Fire Extinguisher fire extinguisher inspection 5/18/2023 AD_HAZ-WST Haz waste check
sheet
Check and fill out weekly check
sheet
5/19/2023 AD_DOPROBES D O probes on North
and South Basins
Clean D.O. Probes on North and
South Basin
5/19/2023 AD_RCYCLPMP1 Recycle pump 1 for
new plant water
system
Bump motor for Recycle pump
5/19/2023 AD_RCYCLPMP2 Recycle pump 2 for
new plant water
system
Bump motor for Recycle pump
5/19/2023 BELLFLOWER_AUBURN Collection Systems Manhole inspection 5/19/2023 AD_HAZ-WST Haz waste check
sheet
Check AGST binder and make
sure it is up to date
5/20/2023 AD_HW-GP-P1 Grit Pump 1 grit pump check
5/20/2023 AD_HW-GP-P2 Grit Pump 2 grit pump check
5/20/2023 AD_SC-RAS-P1 Sludge Thickener RAS
Pump 1
Sludge Thickener R.A.S. pump
inspection
5/20/2023 AD_SC-RAS-P2 Sludge Thickener RAS
Pump 2
Sludge Thickener R.A.S. pump
inspection
5/22/2023 AD_SH_ANDRITZ Andritz Centrifuge Run Andritz centrifuge 5/23/2023 AD_HW-FR-W Flex Rake West Flex rake Check drive and bearings
5/23/2023 ADPLGPD1 Pipe Plug (pig) Check plug
5/23/2023 ADPOLYUNIT Polymer unit Clean polymer flow sensor 5/23/2023 ADSCCLW Sludge Thickener
West
Scum Pit
5/23/2023 ADSCCLE Sludge Thickener
East
Scum Pit
5/23/2023 AD_SC-CLRFYR-N North Clarifier Weekly Clarifier check 5/23/2023 AD_SC-CLRFYR-S South Clarifier Weekly Clarifier check 5/23/2023 AD_AZ_BLWR2 Aerzen Blower 2 Change and wash pre-filters 5/23/2023 AD_AZ_BLWR3 Aerzen Blower 3 Change and wash pre-filters 5/23/2023 AD_SH_CENTRISYS Centrisys Centrifuge Lubricate Housing Seal Assembly 5/23/2023 AD_SH_CENTRISYS Centrisys Centrifuge Lubricate Solids and Liquid end Headwall External Assembly
5/24/2023 ADSCCLW Sludge Thickener
West
Sludge thickener check
163
May2023 Section E Completed Work Orders
Adelanto Wastewater Treatment System
5/24/2023 ADSCCLE Sludge Thickener
East
Sludge thickener check
5/24/2023 AD_SC-PT Scum pit Clarifier scum pit
5/24/2023 AD_SC-PW-P_NORTH Plant Water Pump
North
plant water pump check
5/24/2023 AD_SC-PW-P_NORTH Plant Water Pump
North
plant water pump belt check
5/24/2023 AD_SC-PW-P_SOUTH Plant Water Pump
South
plant water pump check
5/24/2023 AD_SC-PW-P_SOUTH Plant Water Pump
South
plant water pump belt check
5/24/2023 AD_SCADA SCADA system Scada Test
5/26/2023 AD_DOPROBES D O probes on North
and South Basins
Clean D.O. Probes on North and
South Basin
5/26/2023 AD_RCYCLPMP1 Recycle pump 1 for
new plant water
system
Bump motor for Recycle pump
5/26/2023 AD_RCYCLPMP2 Recycle pump 2 for
new plant water
system
Bump motor for Recycle pump
5/26/2023 AD_HAZ-WST Haz waste check
sheet
Check AGST binder and make
sure it is up to date
5/27/2023 ADSCCLW Sludge Thickener
West
sludge thickener drive chain
check
5/27/2023 ADSCCLE Sludge Thickener
East
sludge thickener drive chain
check
5/28/2023 AD_HAZ-WST Haz waste check
sheet
Check and fill out weekly check
sheet
5/28/2023 ADELPNFLTS FILTERS Clean VFD Panel Filters
5/28/2023 AD_SIPS-ST SIPS Station sips station motor check 5/29/2023 LIFTSTATION Pump station lift station float alarm 5/29/2023 AD_SH_ANDRITZ Andritz Centrifuge Run Andritz centrifuge 5/30/2023 ADPLGPD1 Pipe Plug (pig) Check plug
5/30/2023 ADPOLYUNIT Polymer unit Clean polymer flow sensor 5/30/2023 AD_SC-CLRFYR-N North Clarifier Weekly Clarifier check 5/30/2023 AD_SC-CLRFYR-S South Clarifier Weekly Clarifier check 5/30/2023 AD_SH_CENTRISYS Centrisys Centrifuge Lubricate Housing Seal Assembly 5/30/2023 AD_SH_CENTRISYS Centrisys Centrifuge Lubricate Solids and Liquid end Headwall External Assembly
5/31/2023 AD_SC-PW-P_NORTH Plant Water Pump
North
plant water pump oil change
5/31/2023 AD_AZ_BLWR1 Aerzen Blower 1 Change and wash pre-filters 5/31/2023 ADSCCLW Sludge Thickener
West
Sludge thickener check
164
May2023 Section E Completed Work Orders
Adelanto Wastewater Treatment System
5/31/2023 ADSCCLE Sludge Thickener
East
Sludge thickener check
5/31/2023 AD_SCADA SCADA system Scada Test
165
Section F
SSMP/IPP Report
166
May 2023 Section F – IPP / SSMP Report
Adelanto Wastewater Treatment System

INDUSTRIAL PRETREATMENT PROGRAM (IPP) & SEWER SYSTEM MANAGEMENT

PLAN (SSMP)
Staff is reviewing all users and scheduling inspections for June 2023. Listed are May’s 2023 activities:
· Receiving flow and pH data from MK Magnetics periodically with their discharge to city sewer.
· Reviewed and commented on Project Referrals and IPP applications. · On 5-3-23 PERC staff inspected Kentucky Fried Chicken located at 14258 Hwy 395. KFC has a two-stage grease interceptor. They provided grease removal manifest for Jan, Feb, March, & April of 2023. All drains and sinks had primary/secondary screens. · On 4-12-23 PERC staff inspected The Donut House located at 11336 Bartlett Ave, suite 1. In August of 2022 they had their grease interceptor cleaned and will provide manifest to PERC soon.
167
Section G
Laboratory Results
168
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 1 of 10
Project Name:
16-May-2023
Work Order Number: C3E0485
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Weekly/BiWeekly WW
Adelanto WWTP
C3E0485
Attached is the analytical report for the sample(s) received for your project. Below is a list of the individual sample descriptions with the corresponding laboratory number(s). Also, enclosed is a copy of the Chain of Custody document (if received with your sample(s)). Please note any unused portion of the sample(s) may be responsibly discarded after 30 days from the above report date, unless you have requested otherwise.

Thank you for the opportunity to serve your analytical needs. If you have any questions or concerns regarding this report please contact our client service department.

Sample Identification
Lab Sample # Client Sample ID Matrix Date Sampled By Date Submitted By C3E0485-01 Liquid 05/3/23 6:05 Tristan Hause Courier (Lisa Penunuri) - DE
Influent ---ROUTINE--- 05/03/23 13:45
C3E0485-02 Liquid 05/3/23 6:15 Tristan Hause Courier (Lisa Penunuri) - DE
Effluent ---ROUTINE--- 05/03/23 13:45
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
169
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 2 of 10
Project Name:
16-May-2023
Work Order Number: C3E0485
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Weekly/BiWeekly WW
Adelanto WWTP
C3E0485
Laboratory Reference Number
Sample Description
05/03/23 06:05
Sampled Date/Time Received Date/Time
05/03/23 13:45
Matrix
Influent Liquid
C3E0485-01
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Solids
Total Dissolved Solids 580 10 10 mg/L SM 2540C 05/09/23 16:45 ANF Total Suspended Solids 260 10 10 mg/L SM 2540D 05/09/23 21:35 EMA Aggregate Organic Compounds
Biochemical Oxygen Demand 250 50 50 mg/L SM 5210B 05/03/23 21:37 DFL Nutrients
Ammonia-Nitrogen 37 2.0 1.8 mg/L SM 4500NH3 G 05/09/23 17:02 AXM mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
170
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 3 of 10
Project Name:
16-May-2023
Work Order Number: C3E0485
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Weekly/BiWeekly WW
Adelanto WWTP
C3E0485
Laboratory Reference Number
Sample Description
05/03/23 06:15
Sampled Date/Time Received Date/Time
05/03/23 13:45
Matrix
Effluent Liquid
C3E0485-02
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Anions
Nitrate as N 1.5 0.20 0.12 mg/L EPA 300.0 05/03/23 19:12 ANM Nitrite as N ND 0.1 0.09 mg/L EPA 300.0 05/03/23 19:12 ANM Solids
Total Dissolved Solids 490 10 10 mg/L SM 2540C 05/09/23 16:45 ANF Total Suspended Solids 4 0.7 0.7 mg/L SM 2540D 05/09/23 21:35 EMA Aggregate Organic Compounds
Biochemical Oxygen Demand ND 5.0 5.0 mg/L SM 5210B 05/03/23 21:41 DFL Surfactants
MBAS ND 0.08 0.05 mg/L SM 5540C 05/04/23 08:26 ALD
Nutrients
Kjeldahl Nitrogen 1.0 0.2 0.2 mg/L EPA 351.2 05/11/23 21:20 VMV Total Nitrogen 2.5 0.50 mg/L Calculation
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
171
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 9 of 10
Project Name:
16-May-2023
Work Order Number: C3E0485
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Weekly/BiWeekly WW
Adelanto WWTP
C3E0485
Notes and Definitions
J Estimated value
QMint Due to matrix interference, the MS and/or MSD did not meet laboratory acceptance criteria.

QRPDl Analyte concentration was below range for valid RPD determination.

NR: Not Reported
ND: Analyte NOT DETECTED at or above the Method Detection Limit (if MDL is reported), otherwise at or above the Reportable Detection Limit (RDL)
RDL: Reportable Detection Limit
MDL: Method Detection Limit
* / (Non-NELAP): NELAP does not offer accreditation for this analyte/method/matrix combination e-Standard_No Alias.rpt
This report applies only to the sample(s) analyzed. As a mutual protection to clients, the public, and Babcock Laboratories, Inc., this report is submitted and accepted for the exclusive use of the Client to whom it is addressed. Interpretation and use of the information contained within this report are the sole responsibility of the Client. Babcock Laboratories, Inc. is not responsible for any misinformation or consequences that may result from misinterpretation or improper use of this report. This report is not to be modified or abbreviated in any way.

Approval
cc:

Alexis Nicole Harold For Cindy A. Waddell
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
172
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 10 of 10
Project Name:
16-May-2023
Work Order Number: C3E0485
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Weekly/BiWeekly WW
Adelanto WWTP
C3E0485
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
173
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 1 of 6
Project Name:
16-May-2023
Work Order Number: C3E0644
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Misc.

Adelanto WWTP
C3E0644
Attached is the analytical report for the sample(s) received for your project. Below is a list of the individual sample descriptions with the corresponding laboratory number(s). Also, enclosed is a copy of the Chain of Custody document (if received with your sample(s)). Please note any unused portion of the sample(s) may be responsibly discarded after 30 days from the above report date, unless you have requested otherwise.

Thank you for the opportunity to serve your analytical needs. If you have any questions or concerns regarding this report please contact our client service department.

Sample Identification
Lab Sample # Client Sample ID Matrix Date Sampled By Date Submitted By C3E0644-01 Liquid 05/3/23 7:10 Tristan Hause Courier (Lisa Penunuri) - DE
Pond 4 ---ROUTINE--- 05/03/23 13:45
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
174
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 2 of 6
Project Name:
16-May-2023
Work Order Number: C3E0644
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Misc.

Adelanto WWTP
C3E0644
Laboratory Reference Number
Sample Description
05/03/23 07:10
Sampled Date/Time Received Date/Time
05/03/23 13:45
Matrix
Pond 4 Liquid
C3E0644-01
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Anions
Nitrate as N 0.59 0.20 0.12 mg/L EPA 300.0 05/04/23 08:45 ANM Nitrite as N ND 0.1 0.09 mg/L EPA 300.0 05/04/23 08:45 ANM Nutrients
Kjeldahl Nitrogen 3.1 0.5 0.5 mg/L EPA 351.2 05/11/23 22:32 VMV Total Nitrogen 3.7 0.80 mg/L Calculation
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
175
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 5 of 6
Project Name:
16-May-2023
Work Order Number: C3E0644
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Misc.

Adelanto WWTP
C3E0644
Notes and Definitions
NR: Not Reported
ND: Analyte NOT DETECTED at or above the Method Detection Limit (if MDL is reported), otherwise at or above the Reportable Detection Limit (RDL)
RDL: Reportable Detection Limit
MDL: Method Detection Limit
* / (Non-NELAP): NELAP does not offer accreditation for this analyte/method/matrix combination e-Standard_No Alias.rpt
This report applies only to the sample(s) analyzed. As a mutual protection to clients, the public, and Babcock Laboratories, Inc., this report is submitted and accepted for the exclusive use of the Client to whom it is addressed. Interpretation and use of the information contained within this report are the sole responsibility of the Client. Babcock Laboratories, Inc. is not responsible for any misinformation or consequences that may result from misinterpretation or improper use of this report. This report is not to be modified or abbreviated in any way.

Approval
cc:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 6 of 6
Project Name:
16-May-2023
Work Order Number: C3E0644
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Misc.

Adelanto WWTP
C3E0644
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
177
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 1 of 9
Project Name:
30-May-2023
Work Order Number: C3E1420
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Weekly WW
Adelanto WWTP
C3E1420
Attached is the analytical report for the sample(s) received for your project. Below is a list of the individual sample descriptions with the corresponding laboratory number(s). Also, enclosed is a copy of the Chain of Custody document (if received with your sample(s)). Please note any unused portion of the sample(s) may be responsibly discarded after 30 days from the above report date, unless you have requested otherwise.

Thank you for the opportunity to serve your analytical needs. If you have any questions or concerns regarding this report please contact our client service department.

Sample Identification
Lab Sample # Client Sample ID Matrix Date Sampled By Date Submitted By C3E1420-01 Liquid 05/10/23 6:05 Tristan Hause Courier
(Guillermo)-DE
Influent ---ROUTINE--- 05/10/23 11:42
C3E1420-02 Liquid 05/10/23 6:15 Tristan Hause Courier
(Guillermo)-DE
Effluent ---ROUTINE--- 05/10/23 11:42
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
178
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 2 of 9
Project Name:
30-May-2023
Work Order Number: C3E1420
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Weekly WW
Adelanto WWTP
C3E1420
Laboratory Reference Number
Sample Description
05/10/23 06:05
Sampled Date/Time Received Date/Time
05/10/23 11:42
Matrix
Influent Liquid
C3E1420-01
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Solids
Total Suspended Solids 150 10 10 mg/L SM 2540D 05/16/23 15:20VMV/JXM Aggregate Organic Compounds
Biochemical Oxygen Demand 200 50 50 mg/L SM 5210B 05/10/23 17:10 DFL Nutrients
Ammonia-Nitrogen 33 5.1 4.5 mg/L SM 4500NH3 G 05/16/23 20:19 AMB mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
179
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 3 of 9
Project Name:
30-May-2023
Work Order Number: C3E1420
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Weekly WW
Adelanto WWTP
C3E1420
Laboratory Reference Number
Sample Description
05/10/23 06:15
Sampled Date/Time Received Date/Time
05/10/23 11:42
Matrix
Effluent Liquid
C3E1420-02
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Anions
Nitrate as N 0.92 0.20 0.12 mg/L EPA 300.0 05/10/23 22:38 ANM Nitrite as N ND 0.1 0.09 mg/L EPA 300.0 05/10/23 22:38 ANM Solids
Total Suspended Solids 4 0.7 0.7 mg/L SM 2540D 05/16/23 15:20VMV/JXM Aggregate Organic Compounds
Biochemical Oxygen Demand ND 5.0 5.0 mg/L SM 5210B 05/10/23 17:10 DFL Nutrients
Ammonia-Nitrogen 0.2 0.1 0.09 mg/L SM 4500NH3 G 05/16/23 20:21 AMB Kjeldahl Nitrogen 1.4 0.2 0.2 mg/L EPA 351.2 05/22/23 11:31 ANM Total Nitrogen 2.3 0.50 mg/L Calculation
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
180
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 8 of 9
Project Name:
30-May-2023
Work Order Number: C3E1420
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Weekly WW
Adelanto WWTP
C3E1420
Notes and Definitions
J Estimated value
QFnt The referenced sample did not require this QC analyte, so a follow-up is not needed.

QMint Due to matrix interference, the MS and/or MSD did not meet laboratory acceptance criteria.

QMout MS and/or MSD recovery did not meet laboratory acceptance criteria.

QRPDo The RPD value for the sample duplicate or MS/MSD did not meet laboratory acceptance criteria.

Approval
cc:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 9 of 9
Project Name:
30-May-2023
Work Order Number: C3E1420
Received on Ice (Y/N): Yes Temp: °C 2
PERC - Weekly WW
Adelanto WWTP
C3E1420
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
182
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 1 of 11
Project Name:
30-May-2023
Work Order Number: C3E2492
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Weekly/BiWeekly WW
Adelanto WWTP
C3E2492
Attached is the analytical report for the sample(s) received for your project. Below is a list of the individual sample descriptions with the corresponding laboratory number(s). Also, enclosed is a copy of the Chain of Custody document (if received with your sample(s)). Please note any unused portion of the sample(s) may be responsibly discarded after 30 days from the above report date, unless you have requested otherwise.

Thank you for the opportunity to serve your analytical needs. If you have any questions or concerns regarding this report please contact our client service department.

Sample Identification
Lab Sample # Client Sample ID Matrix Date Sampled By Date Submitted By C3E2492-01 Liquid 05/17/23 6:10 Tristan Hause Courier (Lisa Penunuri) - DE
Influent ---ROUTINE--- 05/17/23 12:15
C3E2492-02 Liquid 05/17/23 6:20 Tristan Hause Courier (Lisa Penunuri) - DE
Effluent ---ROUTINE--- 05/17/23 12:15
C3E2492-03 Liquid 05/17/23 7:55 Tristan Hause Courier (Lisa Penunuri) - DE
Centrate ---ROUTINE--- 05/17/23 12:15
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
183
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 2 of 11
Project Name:
30-May-2023
Work Order Number: C3E2492
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Weekly/BiWeekly WW
Adelanto WWTP
C3E2492
Laboratory Reference Number
Sample Description
05/17/23 06:10
Sampled Date/Time Received Date/Time
05/17/23 12:15
Matrix
Influent Liquid
C3E2492-01
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Solids
Total Dissolved Solids 620 10 10 mg/L SM 2540C 05/24/23 18:20 KHS Total Suspended Solids 190 5 5 mg/L SM 2540D 05/23/23 14:48 GMB Aggregate Organic Compounds
Biochemical Oxygen Demand 260 50 50 mg/L SM 5210B 05/18/23 13:07 ANF N-BOD1 Nutrients
Ammonia-Nitrogen 33 5.1 4.5 mg/L SM 4500NH3 G 05/19/23 16:21 ANM mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
184
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 3 of 11
Project Name:
30-May-2023
Work Order Number: C3E2492
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Weekly/BiWeekly WW
Adelanto WWTP
C3E2492
Laboratory Reference Number
Sample Description
05/17/23 06:20
Sampled Date/Time Received Date/Time
05/17/23 12:15
Matrix
Effluent Liquid
C3E2492-02
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Anions
Nitrate as N 0.52 0.20 0.12 mg/L EPA 300.0 05/18/23 19:07 EZV Nitrite as N ND 0.1 0.09 mg/L EPA 300.0 05/18/23 19:07 EZV Solids
Total Dissolved Solids 520 10 10 mg/L SM 2540C 05/24/23 18:20 KHS Total Suspended Solids 6 0.5 0.5 mg/L SM 2540D 05/23/23 14:48 GMB Aggregate Organic Compounds
Biochemical Oxygen Demand 6.1 2.5 2.5 mg/L SM 5210B 05/18/23 13:11 ANF N-BOD1 Surfactants
MBAS ND 0.08 0.05 mg/L SM 5540C 05/17/23 20:40 DAD
Nutrients
Ammonia-Nitrogen 0.2 0.1 0.09 mg/L SM 4500NH3 G 05/19/23 16:23 ANM Kjeldahl Nitrogen 1.7 0.2 0.2 mg/L EPA 351.2 05/26/23 19:42 VMV Total Nitrogen 2.2 0.50 mg/L Calculation
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
185
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 4 of 11
Project Name:
30-May-2023
Work Order Number: C3E2492
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Weekly/BiWeekly WW
Adelanto WWTP
C3E2492
Laboratory Reference Number
Sample Description
05/17/23 07:55
Sampled Date/Time Received Date/Time
05/17/23 12:15
Matrix
Centrate Liquid
C3E2492-03
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Solids
Total Suspended Solids 410 20 20 mg/L SM 2540D 05/23/23 14:48 GMB Nutrients
Ammonia-Nitrogen 2.4 0.5 0.4 mg/L SM 4500NH3 G 05/19/23 17:06 ANM mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
186
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 10 of 11
Project Name:
30-May-2023
Work Order Number: C3E2492
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Weekly/BiWeekly WW
Adelanto WWTP
C3E2492
Notes and Definitions
J Estimated value
N-BOD1 Dilution water blank exceeds 0.20 mg/L. As per method, data is reportable as qualified.

Approval
cc:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 11 of 11
Project Name:
30-May-2023
Work Order Number: C3E2492
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Weekly/BiWeekly WW
Adelanto WWTP
C3E2492
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
188
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 1 of 10
Project Name:
12-Jun-2023
Work Order Number: C3E3184
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Weekly WW
Adelanto WWTP
C3E3184 REVISED
Attached is the analytical report for the sample(s) received for your project. Below is a list of the individual sample descriptions with the corresponding laboratory number(s). Also, enclosed is a copy of the Chain of Custody document (if received with your sample(s)). Please note any unused portion of the sample(s) may be responsibly discarded after 30 days from the above report date, unless you have requested otherwise.

Thank you for the opportunity to serve your analytical needs. If you have any questions or concerns regarding this report please contact our client service department.

Sample Identification
Lab Sample # Client Sample ID Matrix Date Sampled By Date Submitted By C3E3184-01 Liquid 05/24/23 5:50 Tristan Hause Courier (Lisa Penunuri) - DE
REVISED: Influent ---ROUTINE- 05/24/23 11:36
--
C3E3184-02 Liquid 05/24/23 5:55 Tristan Hause Courier (Lisa Penunuri) - DE
REVISED: Effluent -- 05/24/23 11:36
-ROUTINE---
Note:

Laboratory Reference Number: C3E3184-02
As per client request, the analysis for TKN was redone. Although all batches met the quality control acceptance criteria of the laboratory, the original result could not be duplicated. The retest result was supported by historical data and the result of the retest appears on this report. mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
189
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 2 of 10
Project Name:
12-Jun-2023
Work Order Number: C3E3184
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Weekly WW
Adelanto WWTP
C3E3184 REVISED
Laboratory Reference Number
Sample Description
05/24/23 05:50
Sampled Date/Time Received Date/Time
05/24/23 11:36
Matrix
Influent Liquid
C3E3184-01
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Solids
Total Suspended Solids 190 10 10 mg/L SM 2540D 05/31/23 11:11 GMB Aggregate Organic Compounds
Biochemical Oxygen Demand 210 50 50 mg/L SM 5210B 05/24/23 21:56 DFL N-BOD1 Nutrients
Ammonia-Nitrogen 35 5.1 4.5 mg/L SM 4500NH3 G 05/31/23 22:30 AMB mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
190
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 3 of 10
Project Name:
12-Jun-2023
Work Order Number: C3E3184
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Weekly WW
Adelanto WWTP
C3E3184 REVISED
Laboratory Reference Number
Sample Description
05/24/23 05:55
Sampled Date/Time Received Date/Time
05/24/23 11:36
Matrix
Effluent Liquid
C3E3184-02
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Anions
Nitrate as N 0.64 0.20 0.12 mg/L EPA 300.0 05/24/23 21:04 ANM Nitrite as N ND 0.1 0.09 mg/L EPA 300.0 05/24/23 21:04 ANM Solids
Total Suspended Solids 7 0.5 0.5 mg/L SM 2540D 05/31/23 11:11 GMB Aggregate Organic Compounds
Biochemical Oxygen Demand 6.8 2.5 2.5 mg/L SM 5210B 05/24/23 22:00 DFL N-BOD1 Nutrients
Ammonia-Nitrogen 0.3 0.1 0.09 mg/L SM 4500NH3 G 05/31/23 20:16 AMB Kjeldahl Nitrogen 1.7 0.2 0.2 mg/L EPA 351.2 06/09/23 19:34 NR Total Nitrogen 2.4 0.50 mg/L Calculation
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
191
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 9 of 10
Project Name:
12-Jun-2023
Work Order Number: C3E3184
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Weekly WW
Adelanto WWTP
C3E3184 REVISED
Notes and Definitions
J Estimated value
N-BOD1 Dilution water blank exceeds 0.20 mg/L. As per method, data is reportable as qualified.

QFini Follow-up result also did not meet laboratory acceptance criteria.

QFpas Follow-up result within laboratory acceptance criteria.

QMint Due to matrix interference, the MS and/or MSD did not meet laboratory acceptance criteria.

QRPDa Both percent recoveries were acceptable, however, the RPD result was above laboratory acceptance criteria.

QRPDo The RPD value for the sample duplicate or MS/MSD did not meet laboratory acceptance criteria.

Approval
cc:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 10 of 10
Project Name:
12-Jun-2023
Work Order Number: C3E3184
Received on Ice (Y/N): Yes Temp: °C 5
PERC - Weekly WW
Adelanto WWTP
C3E3184 REVISED
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
193
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 1 of 9
Project Name:
15-Jun-2023
Work Order Number: C3E3817
Received on Ice (Y/N): Yes Temp: °C 3
PERC - Weekly WW
Adelanto WWTP
C3E3817
Attached is the analytical report for the sample(s) received for your project. Below is a list of the individual sample descriptions with the corresponding laboratory number(s). Also, enclosed is a copy of the Chain of Custody document (if received with your sample(s)). Please note any unused portion of the sample(s) may be responsibly discarded after 30 days from the above report date, unless you have requested otherwise.

Thank you for the opportunity to serve your analytical needs. If you have any questions or concerns regarding this report please contact our client service department.

Sample Identification
Lab Sample # Client Sample ID Matrix Date Sampled By Date Submitted By C3E3817-01 Liquid 05/31/23 6:05 Tristan Hause Courier (Lisa Penunuri) - DE
Influent ---ROUTINE--- 05/31/23 13:04
C3E3817-02 Liquid 05/31/23 6:05 Tristan Hause Courier (Lisa Penunuri) - DE
Effluent ---ROUTINE--- 05/31/23 13:04
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
194
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 2 of 9
Project Name:
15-Jun-2023
Work Order Number: C3E3817
Received on Ice (Y/N): Yes Temp: °C 3
PERC - Weekly WW
Adelanto WWTP
C3E3817
Laboratory Reference Number
Sample Description
05/31/23 06:05
Sampled Date/Time Received Date/Time
05/31/23 13:04
Matrix
Influent Liquid
C3E3817-01
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Solids
Total Suspended Solids 360 5 5 mg/L SM 2540D 06/05/23 17:05 JXM Aggregate Organic Compounds
Biochemical Oxygen Demand 240 50 50 mg/L SM 5210B 05/31/23 19:28 AMB Nutrients
Ammonia-Nitrogen 39 5.1 4.5 mg/L SM 4500NH3 G 06/02/23 13:40 ANM mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
195
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 3 of 9
Project Name:
15-Jun-2023
Work Order Number: C3E3817
Received on Ice (Y/N): Yes Temp: °C 3
PERC - Weekly WW
Adelanto WWTP
C3E3817
Laboratory Reference Number
Sample Description
05/31/23 06:05
Sampled Date/Time Received Date/Time
05/31/23 13:04
Matrix
Effluent Liquid
C3E3817-02
Analyte(s) Result RDL MDL Units Method Analysis Date Analyst Flag Anions
Nitrate as N 2.0 0.20 0.12 mg/L EPA 300.0 05/31/23 22:56 ANM Nitrite as N ND 0.1 0.09 mg/L EPA 300.0 05/31/23 22:56 ANM Solids
Total Suspended Solids 8 0.5 0.5 mg/L SM 2540D 06/05/23 17:05 JXM Aggregate Organic Compounds
Biochemical Oxygen Demand ND 10 10 mg/L SM 5210B 05/31/23 19:32 AMB Nutrients
Ammonia-Nitrogen 0.3 0.1 0.09 mg/L SM 4500NH3 G 06/02/23 13:42 ANM Kjeldahl Nitrogen 2.2 0.2 0.2 mg/L EPA 351.2 06/05/23 11:45 ANM Total Nitrogen 4.2 0.50 mg/L Calculation
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
196
Client Name:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 8 of 9
Project Name:
15-Jun-2023
Work Order Number: C3E3817
Received on Ice (Y/N): Yes Temp: °C 3
PERC - Weekly WW
Adelanto WWTP
C3E3817
Notes and Definitions
J Estimated value
QMint Due to matrix interference, the MS and/or MSD did not meet laboratory acceptance criteria.

Approval
cc:

Report Date:

PERC Water Corp
19101 Jonathan St.

Dave Kachelski
Adelanto, CA 92301
Contact:

Address: Project Number:

Analytical Report: Page 9 of 9
Project Name:
15-Jun-2023
Work Order Number: C3E3817
Received on Ice (Y/N): Yes Temp: °C 3
PERC - Weekly WW
Adelanto WWTP
C3E3817
mailing
P.O. Box 432
Riverside, CA 92502-0432
CA ELAP No. 2698
EPA No. CA00102
NELAP No. OR4035
LACSD No. 10119
P (951) 653-3351
F (951) 653-1662
www.babcocklabs.com
location
6100 Quail Valley Court
Riverside, CA 92507-0704
198
Section H
CIP Report
199
Project # Estimated Cost Project start
date
$'s spent to
date
Scope Comments Status
WW 01 ? Install Auburn & 395 parallel sewer main Install parallel sewer main on Auburn under Hwy 395. to relieve surcharged sewer condition observed .

Engineering needs to
design
WW 02 $50,000 Ammonia and Nitrate probes for efficient treatment PER Stantec recommendations to re-rate WWTP On hold pending PACE evaluation
WW 03 $325,000 Purchase CCTV Van for locating and raising buried Manholes.

There are many manholes that are below ground surface for >20 years. Locate & raise to grade. Cannot perform maintenance of sewer lines.

Obtained bids
WW 04 ?
Expand WWTP to 4.0 MGD. Budget 2023-24 WWTP at 3.0 MGD Ave daily flow.

PACE performing
capacity assesment
WW 05 $50,000 Muskrat sewer lift Station. Rollover from 2021-22 install radio communcation and ancillary equipment to allow data to WWTP existing SCADA system. Includes programming, parts and alarm notifications.
obtained bids
WW 06 $55,500 7/1/22 $33,500 Remove GE SCADA PLC. Budgeted 2021-22 GE SCADA PLC from blower installed in 1998. GE interferes at times with newer SCADA PLC hardware In progress
WW 07 $300,000 Upgrade current filters contact tank to make Title 22 water for reuse on parks, etc.

Equipment onsite, but some replacement equipment needed, and new analyzers, safety upgrades along with SCADA tie ins and title 22 eng report.

Not started, city
obtaining grant
funding
WW 08 ? Install purple pipe from WWTP to parks Install purple pipe, 0.75 mile. Needs engineering to design.

Not started, city
obtaining grant
funding
WW 09 $150,000 Upgrade cleanouts to manholes for maintenance access. Budgeted 2022-23
There are several cleanouts in Joshua Estates that can't be maintained. Convert to manholes for cleaning maintenance Obtained bids WW 10 ? Ponds 2 & 3 Pond 2 & 3 rehabilitation to emergency bypass ponds pursuant to 2013 Application for Waste Discharge. Not started
ESTIMATED TOTAL $930,500
$1,500,000 2/1/22 ?
Increase Sewer Main Capacity
carryover from 2019-20
Install parallel sewer main on Pairmain St. to relieve surcharged sewer condition observed on Jonathan St. sewer main.

COMPLETED
$750,000.00 9/1/21 $749,995.00
WWTP Dewatering System
carryover from 2018-19

1. Engineer, purchase, install new centrifuge. Demo of old unit.

Original centrifuge not sized for increased flows and nonoperational

2. Rezise existing sludge feed pump and polymer feed unit.

3. Repair existing grinder/macerator ("muffin monster"). COMPLETED $5,000.00 $5,423.41 "Smart covers" # 6 manhole level and flow monitoring sensing device.

Additional smart cover for lift station manhole to prevents sewer spills and vandalism spills. 10 years with battery replacement every two years

RECEIVED

COMPLETED
$11,000.00 $10,846.82 "Smart covers" # 4 & 5 manhole level and flow monitoring sensing device.

Additional smart cover for lift station manhole to prevents sewer spills and vandalism spills. 10 years with battery replacement every two years

RECEIVED

COMPLETED
$11,000.00 10/15/21 $10,416.82 "Smart covers" # 2 & 3 manhole level and flow monitoring sensing device.

Surcharged manholes at trunck sewer at Auburn/Bellflower. 10 years with battery replacement every two years

RECEIVED

COMPLETED
$5,000.00 2/20/20 $4,743.32 "Smart covers" # 1 manhole level and flow monitoring sensing device.

Surcharged manhole at trunck sewer at Jonathan/Bartlett. 10 years with battery replacement every two years

RECEIVED

COMPLETED
$50,000.00 8/1/20 $48,000.00
Influent Lift Station Pump
carryover from 2019-20
Reconfigure Influent lift station pump control wiring. Wires were cut during bypass of influent to VVWRA. Pump currently has no operational signals. System could overflow or pump could overheat. Reconfigure Influent lift station pump control logic for interlocked operation with other pumps on new SCADA. COMPLETED $75,400.00 Manhole (4) Rehabilitation
carryover from 2019-20
Deteriorated manholes at Aster & Vintage require urgent replacement. Includes bypass pumping. COMPLETED
Adelanto Wastewater CIP 2022-23
6/16/2023
200

CITY COUNCIL AGENDA REPORT
DATE: June 28, 2023
TO: Honorable Mayor and City Council Members
FROM: Jessie Flores, City Manager
BY: Brenda Lopez, CMC, City Clerk
SUBJECT: DESIGNATION OF VOTING DELEGATES AND ALTERNATES LEAGUE OF CALIFORNIA CITIES ANNUAL CONFERENCE AND EXPO, SEPT. 20-22, 2023, SACRAMENTO SAFE CREDIT UNION CONVENTION CENTER AND CANCELLATION OF THE SEPTEMBER 22, 2023, COUNCIL MEETING
STAFF RECOMMENDATION:

Staff recommends that the City Council pick a Delegate and Alternate for the League of California Cities Annual Conference. It is recommended that the City Council Meeting of September 22, 2023, be canceled due to the Council attending the Conference.

BACKGROUND:

At the League of California Cities Annual Conference, resolutions setting forth positions on various matters are presented to the League membership for consideration. Each City attending the Annual Conference is asked to designate a member of the City Council who is attending the Conference as the Voting Delegate. If more than one member from the City Council attends the Conference, up to two alternates Delegates can be designated to vote if the Voting Delegate cannot for some reason.

Traditionally, the Mayor and Mayor Pro Tem have been designated as the Voting Delegate and Alternate respectively when both are attending the conference.

FISCAL IMPACT:

NONE
ATTACHMENTS:

Memo dated June 21, 2023, from the League of California Cities regarding voting Delegate and Alternates.
201
1400 K Street, Suite 400, Sacramento, CA 95814 • 916.658.8200 • calcities.org DATE: Wednesday, June 21, 2023
TO: Mayors, Council Members, City Clerks, and City Managers RE: DESIGNATION OF VOTING DELEGATES AND ALTERNATES
League of California Cities Annual Conference and Expo, Sept. 20-22, 2023, Sacramento SAFE Credit Union Convention Center
Every year, the League of California Cities convenes a member-driven General Assembly at the Cal Cities Annual Conference and Expo. The General Assembly is an important opportunity where city officials can directly participate in the development of Cal Cities policy.

Taking place on Sept. 22, the General Assembly is comprised of voting delegates appointed by each member city; every city has one voting delegate. Your appointed voting delegate plays an important role during the General Assembly by representing your city and voting on resolutions.

To cast a vote during the General Assembly, your city must designate a voting delegate and up to two alternate voting delegates, one of whom may vote if the designated voting delegate is unable to serve in that capacity. Voting delegates may either be an elected or appointed official.

Please complete the attached voting delegate form and email it to Cal Cities office no later than Monday, August 28.

New this year, we will host a pre-conference information session for voting delegates to explain their role. Submitting your voting delegate form by the deadline will allow us time to establish voting delegate/alternate records prior to the conference and provide preconference communications with voting delegates.

Please view Cal Cities’ event and meeting policy in advance of the conference.

Action by Council Required. Consistent with Cal Cities bylaws, a city’s voting delegate and up to two alternates must be designated by the city council. When completing the attached Voting Delegate form, please attach either a copy of the council resolution that reflects the council action taken or have your city clerk or mayor sign the form affirming that the names provided are those selected by the city council.

Please note that designating the voting delegate and alternates must be done by city council action and cannot be accomplished by individual action of the mayor or city manager alone.

Council Action Advised by August 28, 2023
202
Conference Registration Required. The voting delegate and alternates must be registered to attend the conference. They need not register for the entire conference; they may register for Friday only. Conference registration is open on the Cal Cities website.

For a city to cast a vote, one voter must be present at the General Assembly and in possession of the voting delegate card and voting tool. Voting delegates and alternates need to pick up their conference badges before signing in and picking up the voting delegate card at the voting delegate desk. This will enable them to receive the special sticker on their name badges that will admit the voting delegate into the voting area during the General Assembly.

Transferring Voting Card to Non-Designated Individuals Not Allowed. The voting delegate card may be transferred freely between the voting delegate and alternates, but only between the voting delegate and alternates. If the voting delegate and alternates find themselves unable to attend the General Assembly, they may not transfer the voting card to another city official.

Seating Protocol during General Assembly. At the General Assembly, individuals with a voting card will sit in a designated area. Admission to the voting area will be limited to the individual in possession of the voting card and with a special sticker on their name badge identifying them as a voting delegate.

The voting delegate desk, located in the conference registration area of the SAFE Credit Union Convention Center in Sacramento, will be open at the following times:

Wednesday, Sept. 20, 8:00 a.m.- 6:00 p.m. and Thursday, Sept. 21, 7:30 a.m.- 4:00 p.m. On Friday, Sept. 22, the voting delegate desk will be open at the General Assembly, starting at 7:30 a.m., but will be closed during roll calls and voting.

The voting procedures that will be used at the conference are attached to this memo.

Please share these procedures and this memo with your council and especially with the individuals that your council designates as your city’s voting delegate and alternates.

Once again, thank you for completing the voting delegate and alternate form and returning it to Cal Cities office by Monday, Aug. 28. If you have questions, please contact Zach Seals at [email protected].

Attachments:
• General Assembly Voting Guidelines
• Voting Delegate/Alternate Form
• Information Sheet: Cal Cities Resolutions and the General Assembly 203
1400 K Street, Suite 400, Sacramento, CA 95814 • 916.658.8200 • calcities.org General Assembly Voting Guidelines

1. One City One Vote. Each member city has a right to cast one vote on matters pertaining to Cal Cities policy.

2. Designating a City Voting Representative. Prior to the Cal Cities Annual Conference and Expo, each city council may designate a voting delegate and up to two alternates; these individuals are identified on the voting delegate form provided to the Cal Cities Credentials Committee.

3. Registering with the Credentials Committee. The voting delegate, or alternates, may pick up the city's voting card at the voting delegate desk in the conference registration area. Voting delegates and alternates must sign in at the voting delegate desk. Here they will receive a special sticker on their name badge and thus be admitted to the voting area at the General Assembly.

4. Signing Initiated Resolution Petitions. Only those individuals who are voting delegates (or alternates), and who have picked up their city’s voting card by providing a signature to the credentials committee at the voting delegate desk, may sign petitions to initiate a resolution.

5. Voting. To cast the city's vote, a city official must have in their possession the city's voting card and voting tool; and be registered with the credentials committee. The voting card may be transferred freely between the voting delegate and alternates but may not be transferred to another city official who is neither a voting delegate nor alternate.

6. Voting Area at General Assembly. At the General Assembly, individuals with a voting card will sit in a designated area. Admission to the voting area will be limited to the individual in possession of the voting card and with a special sticker on their name badge identifying them as a voting delegate.

7. Resolving Disputes. In case of dispute, the credentials committee will determine the validity of signatures on petitioned resolutions and the right of a city official to vote at the General Assembly.
204
CITY: ________________________________________
2023 ANNUAL CONFERENCE

VOTING DELEGATE/ALTERNATE FORM
Please complete this form and return it to Cal Cities office by Monday, August 28, 2023.

Forms not sent by this deadline may be submitted to the Voting Delegate Desk located in the Annual Conference Registration Area. Your city council may designate one voting delegate and up to two alternates.

To vote at the General Assembly, voting delegates and alternates must be designated by your city council. Please attach the council resolution as proof of designation. As an alternative, the Mayor or City Clerk may sign this form, affirming that the designation reflects the action taken by the council.

Please note: Voting delegates and alternates will be seated in a separate area at the General Assembly. Admission to this designated area will be limited to individuals (voting delegates and alternates) who are identified with a special sticker on their conference badge. This sticker can be obtained only at the voting delegate desk.

1. VOTING DELEGATE
Name:

Title:

2. VOTING DELEGATE - ALTERNATE
Name:

Title:

Email: _______________________________
Email: ______________________________

3. VOTING DELEGATE - ALTERNATE
Name:

Title:

Email: _____________________________

ATTACH COUNCIL RESOLUTION DESIGNATING VOTING DELEGATE AND ALTERNATES OR ATTEST: I affirm that the information provided reflects action by the city council to designate the voting delegate and alternate(s).

Name: ____________________________________ Email: _________________________________ Mayor or City Clerk: ________________________ Date: __________ Phone: ________________ (circle one) (signature) Please complete and email this form to [email protected] by Monday, August 28, 2023.
205
Sixty days before the
Annual Conference and
Expo, Cal Cities members
may submit policy
proposals on issues of
importance to cities. The
resolution must have the concurrence
of at least five additional member cities
or individual members.

How it works: Cal Cities
Resolutions and the General Assembly
General Assembly
General Resolutions
Policy Committees
Developing League of California Cities policy is a dynamic process that engages a wide range of members to ensure that we are representing California cities with one voice. These policies directly guide Cal Cities advocacy to promote local decision-making, and lobby against statewide policy that erodes local control.

The resolutions process and General Assembly is one way that city officials can directly participate in the development of Cal Cities policy. If a resolution is approved at the General Assembly, it becomes official Cal Cities policy. Here’s how Resolutions and the General Assembly works.

The petitioned resolution
is an alternate method
to introduce policy
proposals during the
annual conference. The
petition must be signed by
voting delegates from 10% of member
cities, and submitted to the Cal Cities
President at least 24 hours before the
beginning of the General Assembly.

Petitioned Resolutions
The Cal Cities President
assigns general resolutions
to policy committees where
members review, debate,
and recommend positions for
each policy proposal. Recommendations are
forwarded to the Resolutions Committee.

Who’s who
The Resolutions
Committee includes
representatives from
each Cal Cities diversity
caucus, regional
division, municipal
department, policy
committee, as well as
individuals appointed by
the Cal Cities president.

Voting delegates
are appointed by each
member city; every city
has one voting delegate.

The General Assembly
is a meeting of the
collective body of
all voting delegates —
one from every
member city.

Seven Policy
Committees meet
throughout the year to
review and recommend
positions to take on
bills and regulatory
proposals. Policy
committees include
members from each Cal
Cities diversity caucus,
regional division,
municipal department,
as well as individuals
appointed by the Cal
Cities president.

During the General Assembly, voting delegates
debate and consider general and petitioned
resolutions forwarded by the Resolutions Committee.

Potential Cal Cities bylaws amendments are also
considered at this meeting.

Cal Cities policy
development is a
member-informed
process, grounded
in the voices and
experiences of city
officials throughout
the state.

For more information visit www.calcities.org/general-assembly Prior to the Annual Conference and Expo
Resolutions Committee
The Resolutions Committee
considers all resolutions.

General Resolutions approved1
by either a policy committee
or the Resolutions Committee
are next considered by the General
Assembly. General resolutions not approved,
or referred for further study by both a policy
committee and the Resolutions Committee
do not go the General Assembly. All
Petitioned Resolutions are considered by the
General Assembly, unless disqualified.2
• Voting delegates will receive increased communications to prepare them for their role during the General Assembly.
• The General Assembly will take place earlier to allow more time for debate and discussion.
• Improvements to the General Assembly process will make it easier for voting delegates to discuss and debate resolutions.

What’s new in 2023?
During the Annual Conference and Expo
1 The Resolution Committee can amend a general resolution prior to sending it to the General Assembly. 2 Petitioned Resolutions may be disqualified by the Resolutions Committee according to Cal Cities Bylaws Article VI. Sec. 5(f). 206

CITY COUNCIL AGENDA REPORT
DATE: June 28, 2023
TO: Honorable Mayor and City Council Members
FROM: Jessie Flores, City Manager
BY: Saba Engineer, City Engineer
SUBJECT: AUTHORIZATION TO PROCEED WITH VACATION OF VARIOUS STREETS CITYWIDE.

STAFF RECOMMENDATION:

Staff recommends City Council authorize staff to proceed with an investigation and analysis for the vacation of a Various Streets Citywide.

BACKGROUND:

Streets and Highways Code (SHC) section 8312, gives a city legislative body the power to vacate all or part of a public street or an alley and sets forth the procedures by which the power to vacate may be executed. The requested street vacation would be conducted under the General Vacation Procedures outlined in SHC sections 8320 through 8325. First, a legislative body may initiate proceedings either on its own initiative or upon a petition or request of an interested person or persons. The initiation of proceedings starts with fixing the date, hour and place of the hearing, followed by publishing and posting of notices prior to the hearing. After the hearing, if the legislative body finds that the street described in the notice of hearing or petition is unnecessary for present or prospective public use, the legislative body may adopt a resolution vacating the street. The street vacation is then recorded with the County Recorder’s office.

An application was received on May 25, 2022 from The AES Corporation requesting vacation of the following roads within the City of Adelanto as shown in the attached map, attachment ‘B’ and listed in attachment ‘C’:
• Sections of Stevens Street between El Mirage Road and Calleja Avenue • Avalon Avenue between Stevens Street and Aster Road
• Nichols Road between Stevens Street and Aster Road
• Coronado Avenue between Racoon Avenue and Stevens Street • DeSoto Road between Racoon Avenue and Stevens Street.

Vacating this right-of-way will facilitate construction of the Silver Peak Solar Project as shown in Attachment ‘B’. The City of Adelanto issued a Conditional Use Permit authorizing Silver Peak construction and as depicted in the approved site plans, Silver Peak will place solar panels and associated infrastructure over the roads to be vacated.

If authorization is given to proceed, an investigation and analysis will begin and all City departments, 207
County Fire, utilities, and affected property owners will be notified of the proposal and will be provided an opportunity to comment on any conflicts and/or potential issues or concerns.

Future actions by the City will consist of:
• Resolution of Intention by the Mayor and City Council setting a Public Hearing pursuant to Streets and Highway Code Section 8320
• Publication of Notices of Vacation pursuant to Streets and Highways Code Sections 8322 & 8323 • Public Hearing and Resolution of Vacation pursuant to Streets and Highways Code Section 8324 • Recordation of the Resolution of Vacation pursuant to Streets and Highways Code Section 8325 FISCAL IMPACT:

There is no fiscal impact to General fund associated with this action. The applicant will pay for any cost incurred in the process.

ATTACHMENTS:

A. Right-of-Way Vacation Application
B. Map
C. List of roads to be vacated.
208
City of Adelanto
Department of Public Works Engineering
Right-of-Way Vacating (RWV)

INSTRUCTIONS TO APPLICANT
The applicant must complete the attached form as prescribed, and all of the following information must be attached before it can be accepted for filing and processing by the Department of Public Works Engineering.

A) Application deposit of $650 – Checks should be made payable to City of Adelanto. No refunds.

Processing Costs: Per City Council resolution No. 04-62, the City operates on the basis of full cost recovery for the processing of projects. Deposits made at the time of application are estimated costs for processing of applications; however, additional deposits may be required to cover the projected costs for review of projects. If at any time deposits are insufficient to cover projected costs, processing of the project will be stopped until sufficient additional funds are deposited with the City. Lack of sufficient funds on deposit will suspend any required processing time frames.

B) Initial Submittal Items

1. Completed Application - Justification Statement, Existing & Proposed Use Statement

2. Preliminary Title Report – For the parcel(s) of land adjoining the street to be vacated. The title report must address the underlying fee interests of the street to be vacated described in exhibit “A” below. The title report must be Dated within 60 days of application submission, and include copies of all easements documents and deeds referenced in the title report, as well as copies of the latest grant deed for the property adjacent to the street to be vacated.

3. Documents - Copy of the County Assessor’s Map showing the easement to be vacated. Copy of the record map or easement document that created the street to be vacated.

4. Mailing Labels – Of all property owners within a 500’ radius of the easement to be vacated. The mailing label shall include a key number (assigned by applicant), County Assessor’s Parcel Number, owner name and address.

5. Ownership Map – Showing all properties, streets and alleys within a 500’ radius of the easement to be vacated. The properties shall be identified with County Assessor’s Parcel numbers and the key number, which corresponds with the number assigned on the mailing label.
209
Right-Of-Way Vacating Document

6. Adjoining Owners Contact Form – The Applicant shall send the Adjoining Owners Contact Form, together with the Site Plan of the area to be vacated, to each of the property owners immediately adjacent to the area to be vacated. The applicant shall obtain back the completed contact forms from the property owners and the forms shall be submitted together with the application package submittal to the City. Provide the original NOTARIZED Adjoining Property Owner Contact Forms

7. Site Plan – Showing the easement to be vacated and all properties adjoining the easement, existing topography, utilities, improvements within the easement and easements over adjoining properties. Any existing utilities must be indicated if to be abandoned, re-routed or retained.

8. Utility Companies Review – The applicant shall send a Vacation/Abandonment Clearance Letter and a self-addressed (applicants address) stamped envelope, together with the Site Plan of the area to be vacated and any other useful information, to each of the City service departments and utility companies authorized to serve in the City. The applicant shall obtain back a letter from the affected City Departments and utility companies and these forms shall be submitted together with the application package submittal to the City. Provide the original response letter from the utility company. See attached sample letter. The City may require clearance letters from additional entities at its discretion. These may include Caltrans, railroads, fiber optic and gas transmission companies.

9. Legal Description and Plat – Must be prepared by a Licensed Land Surveyor or Engineer authorized to practice land surveying in the State of California on 8 ½” x 11” size paper and in accordance with San Bernardino County Recorder requirements for recording documents. The legal description shall be labeled “Exhibit A” and describe the easement or portion thereof to be vacated. The Plat of the easement to be vacated shall be labeled “Exhibit B”, include information disclosed on Exhibit A, scale, north arrow, the easement to be vacated and all properties adjoining said easement, nearest intersection of major streets and other information as may be required by the City Engineer after review of the legal documents.

PROCEDURE BY PUBLIC WORKS DEPARTMENT
The City Engineer will review all requests with and determine if the proposal meets requirements of the California Streets and Highways Code.

A) Staff will review the Application for completeness. If incomplete: Staff shall notify the applicant of the incomplete status, which will include checking the Exhibits “A” & “B” and the site plan for accuracy. If complete: Staff shall then circulate the application for comments and suggested conditions that would be required for approval of the vacation of the Right-of-Way and begin the process of the opening of proceedings for the vacation of the Right of Way. Staff will then recommend with any conditions the approval or denial of the vacation of the right-of-ways.

B) Case Number – The City shall assign the case number at the time of first complete submittal. The City assigned case number shall be included on the recorded document 210
Right-Of-Way Vacating Document
and on both exhibits next to the “ Exhibit “ designation – Example “ Exhibit A – Case Number # - Street Name“.

C) Procedure for Vacation:
a. The City Clerk shall set a hearing by fixing the date, hour, and place of the hearing. The date shall not be less than 15 days after the date of the application. b. Notice of the hearing on the proposed vacation shall be published for at least two successive weeks prior to the hearing
c. At least two weeks before the day set for the hearing, the legislative body shall post conspicuously notices of vacation along the line of the street, highway, or public service easement proposed to be vacated. The notices shall be posted not more than 300 feet apart, but at least three notices shall be posted.

IN REVIEWING AND ACTING UPON AN APPLICATION FOR RIGHT-OF-WAY DEDICATION, CITY STAFF WILL CONSIDER SUCH FACTORS AS:

1. Will the Vacating of the property be materially detrimental to the public welfare or injurious to the property or improvements in the immediate vicinity?

2. Will the Vacating of the property be contrary to any official plan adopted by the City Council; or to any official policies or standards adopted by the City Council as may hereafter by provided for and on file in the office of the City Clerk at or prior to the time of filing or the application hereunder.

3. Will the vacation of interest cut-off access to any person’s property?

4. Will the vacation of interest terminate a public service easement?

5. Does the City need the right-of-way for street purposes?

6. Does the vacation fulfill the requirements of the California Street and Highways Code? 211
Right-Of-Way Vacating Document
CASE NO. ________________________________ DATE FILED ____________________ Total Fees Paid _____________ Receipt No. _____________ Name of Applicant Phone
Address
City State Zip Code
Name of Representative Phone
Address
City State Zip Code
[Applicant is the person requesting vacating of the right-of-way and possibly may not be property owner.]
Street Name of easement location to be vacated__________________________________________ Location of Proposed Vacation: ____________________________________________ ___ _______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________ Assessor’s Parcel Numbers of all Properties Adjoining the Proposed Easement Vacation:
_________________________________
_________________________________
_________________________________
_________________________________
_________________________________
_________________________________
_________________________________
Signature of Applicant: Date:

Approved Denied
Signature: ____________________
Date: _______________________
212
Right-Of-Way Vacating Document
REASON/JUSTIFICATION FOR REQUESTED JUSIFICATION:

EXISTING USE OF EASEMENT TO BE VACATED:

PROPOSED USE OF EASEMENT TO BE VACATED:

Signature of Applicant:
213
Right-Of-Way Vacating Document

PROPOSED STREET VACATION IN THE CITY OF ADELANTO
CASE NUMBER:

AJOINING OWNERS CONTACT FORM

CONSENT AND WAIVER FOR STREET/EASEMENT VACATION
Attn.: City Engineer, City of Adelanto
Engineering Department
1600 air Base Road
Adelanto, CA., 92301
Dear Sir,
The undersigned hereby certifies to be the owner(s) of the property in the City of Adelanto, County of San Bernardino, State of California, legally described as:
(Lot, Tract No., Parcel, Parcel No., legal description or see attached) I (We) am (are) informed that proceedings for the vacation of:
(Street Name, Alley, Easement or Other and Location)
which lies (i.e., northerly, southerly, easterly, westerly etc.) of and adjoins my (our) property, has been instituted under City of Adelanto Case No.

I (We) hereby consent to this vacation and waive any and all damages that may accrue to my (our) property by reason of said vacation.

It is understood that the above waiver relates solely to the vacating of the public easement over the above mentioned public right-of-way (or portion as described) pursuant to the California Streets and Highway Code. This Consent and Waiver is binding upon the undersigned, their heirs, successors in interest and assignees.

NAME SIGNATURE DATE ADDRESS
Notary acknowledgement must be attached for all owners signing 214
Right-Of-Way Vacating Document
The following statement must be signed in front of a Notary and original Notary acknowledgement attached to this document.

I/We ____________________________________________________________________ (Please Print)
Being first duly sworn, each for himself or herself, deposes and says that I/we am/are the owner(s) /lessee /agent of the property involved in this application and that the foregoing statements herein contained and the information herein submitted, are in all respects true and correct to the best of my knowledge and belief.

Signature of Applicant: ____________________________________________________ (If different from owner)
Signature of Owner:

Mailing Address:

City State Zip Code
Phone (H) Phone (W)
215
Right-Of-Way Vacating Document

SAMPLE LETTER TO UTILITY COMPANY
Bold indicates information specific to your request
Utility Company Name & Address
Date
SUBJECT: REQUEST FOR UTILITY APPROVAL OF THE VACATION OF:

Description of Street or Easement proposed for vacation.

Dear Contact Name:

As the property owner, developer or owner’s agent of the property located at property location I/We are applying to the City of Adelanto for the vacation of the Description of Street or Easement proposed for vacation adjacent to or across our property. One of the requirements of the City’s application is the consent of your company to vacate, or vacate with the retention of an easement which meets your requirements.

Attached for your convenience are copies of the following: (check applicable boxes)  Assessor’s Parcel Map for APN Assessor Parcel Number
 Final Map of Tract Number Tract Number
 Plat of the property showing the easement / right-of-way to be vacated  Property description and/or description of the easement  Explanation of the proposed disposition of the easement or right-of-way, and an anticipated date by which I need the information.

If you have any questions regarding this request please contact me at phone number.

Name
Address
216
EAST WEST BASELINE IN 3.B.1.1 IN 3.B.1.2 3.B.1.1.N1 3.B.1.2.N2 TX 3.B.1 IN 1.A.1.1 IN 1.A.1.2 1.A.1.1.N1 1.A.1.2.N2 TX 1.A.1 IN 3.A.4.1 IN 3.A.4.2 3.A.4.1.N1 3.A.4.2.N2 TX 3.A.4 IN 3.A.5.1 IN 3.A.5.2 3.A.5.1.N1 3.A.5.2.N2 TX 3.A.5 IN 3.A.3.1 IN 3.A.3.2 3.A.3.1.N1 3.A.3.2.N2 TX 3.A.3 IN 3.A.2.1 IN 3.A.2.2 3.A.2.1.N1 3.A.2.2.N2 TX 3.A.2 IN 1.A.2.2
IN 1.A.2.1

1.A.2.2.N2

1.A.2.1.N1
TX 1.A.2 IN 3.B.1.1 IN 3.B.1.2 3.B.1.1.N 3.B.1.1.N1 3.B.1.2.N2 TX 3.B.1 X 3.B.1 IN 3.A.5.1 IN 3.A.5.2 3.A.5.1.N1 3.A.5.2.N2 .5.2.N TX 3.A.5 X 3.A.5 IN 3.A.2.1 IN 3.A.2.2 3.A.2.1.N1 3.A.2.2.N2 TX 3.A.2 IN 1.A.2.2
IN 1.A.2.1
.A.2.1 1.N1 2.1

1.A.2.2 1.N2 2.2 .

TX 1.A.2 X 1.A.2
X
X
X X
X
X
X
X
X
X

X X X X X X
XXX
X X
X
X
X X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X IN 3.A.4.2 3.A.4.1.N1 3.A.4.2.N2 TX 3.A.4 IN 3.A.4.1 IN 3.A.3.1 IN 3.A.3.2 3.A.3.1.N1 3.A.3.2.N2 TX 3.A.3 TX 3.A. X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X IN 1.A.1.1 IN 1.A.1.2 1.A.1.1.N A.1.1.N1 1.A.1.2.N .A.1.2.N2 TX 1.A.1 TX 1.A.X X
X
X
X
X
X

X EAST WEST BASELINE X X X
X
X
X
X

EX FENCE

EX FENCE
E

EX FENCE/GATE

BALDY-MESA
(PER SEPARATE PERMIT)

RACOON AVE

KOALA ROAD
(UNPAVED)
(UNPAVED) KOALA ROAD (UNPAVED)

RACOON AVE (UNPAVED)

DESOTO ROAD
(UNPAVED)

ASTER ROAD (UNPAVED)

MUSKRAT AVE (UNPAVED) NICHOLS ROAD (UNPAVED)

ALIVISO AVE
(UNPAVED)

ASTER ROAD (UNPAVED) AVALON AVE (UNPAVED)

EL MIRAGE RD
(UNPAVED)

FEMA ZONE D

FEMA ZONE X

CORONADO AVE
(UNPAVED)

CITY OF

ADELANTO

COUNTY OF
SAN

BERNARDINO
NORTH
These drawings and specifications are solely for the use of CSI Electrical Contractors, Inc. and may not be duplicated, modified or re-used without the written consent of CSI Electrical Contractors, Inc. Installation by any contractor other than CSI Electrical Contractors, Inc. absolves CSI Electrical Contractors, Inc. and the Engineer of any and all responsibility for the accuracy and completeness of the information. Owner agrees to indemnify and hold harmless CSI from any claims, demands or losses that may arise out of the use of the plans and specifications by others. ©
LEGEND

GENERAL NOTES

OVERALL

EASEMENT
PLAN
PV-C.00.13
PV-C.00.14
PV-C.00.15
217

X X X X
XXX

BALDY-MESA
(PER SEPARATE PERMIT)

RACOON AVE
(UNPAVED)

FEMA ZONE X

DESOTO ROAD
(UNPAVED)

ASTER ROAD
(UNPAVED)

COUNTY OF SAN

BERNARDINO

CITY OF

ADELANTO

FEMA ZONE D
APN:
0459-361-68
APN:
0459-361-68
APN:
0459-361-06
APN:
0459-361-10
APN:
0459-361-49
APN:
0459-026-06
APN:
0460-621-16
APN:
0460-621-17
APN:
0460-631-23
APN:
0460-631-22
APN:
0460-631-30
APN:
0460-631-27
APN:
0460-171-33
APN:
0460-171-43
APN:
0460-171-39
APN:
0459-361-50

DESOTO ROAD
(UNPAVED)
APN:
0459-361-08

STEVENS ST
(UNPAVED)

CALLEJA AVE
(UNPAVED)
These drawings and specifications are solely for the use of CSI Electrical Contractors, Inc. and may not be duplicated, modified or re-used without the written consent of CSI Electrical Contractors, Inc. Installation by any contractor other than CSI Electrical Contractors, Inc. absolves CSI Electrical Contractors, Inc. and the Engineer of any and all responsibility for the accuracy and completeness of the information. Owner agrees to indemnify and hold harmless CSI from any claims, demands or losses that may arise out of the use of the plans and specifications by others. ©

OVERALL

EASEMENT
PLAN
PV-C.00.14
NORTH
LEGEND

RICHARDSON ST
(UNPAVED)

KOALA RD
(UNPAVED)

RACOON AVE
(UNPAVED)

ASTER RD
(PAVED)

FEMA ZONE D
FEMA ZONE X PV-C.00.14

KEY MAP

COLUSA RD
(UNPAVED)

DE SOTO AVE
(UNPAVED)

EL MIRAGE RD
(UNPAVED) PV-C.00.15

MUSKRAT AVE
(UNPAVED)
MATCHLINE SEE SHEET PV-C.00.15
218
X
X

RACOON AVE
(UNPAVED)

ASTER ROAD
(UNPAVED)

MUSKRAT AVE (UNPAVED)

ALIVISO AVE
(UNPAVED)

ASTER ROAD
(UNPAVED)

AVALON AVE
(UNPAVED)
APN:
0459-361-23
APN:
0459-371-30
APN:
0459-371-26
APN:
0459-371-53
APN:
0459-371-54
APN:
0459-371-52
APN:
0459-361-08
APN:
0459-361-18
APN:
0459-361-36
APN:
0459-361-51
APN:
0459-361-52
APN:
0459-361-22
APN:
0459-361-19
APN:
0459-381-01
APN:
0459-381-02
APN:
0459-371-23
APN:
0459-371-24
APN:
0459-371-25
APN:
0459-371-29
APN:
0459-371-28
APN:
0459-371-27
APN:
0459-371-06
APN:
0459-371-07
APN:
0459-371-08
APN:
0459-371-09
APN:
0459-371-22
APN:
0459-371-34
APN:
0459-361-68

NICHOLS ROAD
(UNPAVED)

STEVENS ST
(UNPAVED)

EL MIRAGE
(UNPAVED)

EL SERENO AVE
(UNPAVED)
These drawings and specifications are solely for the use of CSI Electrical Contractors, Inc. and may not be duplicated, modified or re-used without the written consent of CSI Electrical Contractors, Inc. Installation by any contractor other than CSI Electrical Contractors, Inc. absolves CSI Electrical Contractors, Inc. and the Engineer of any and all responsibility for the accuracy and completeness of the information. Owner agrees to indemnify and hold harmless CSI from any claims, demands or losses that may arise out of the use of the plans and specifications by others. ©
LEGEND

RICHARDSON ST
(UNPAVED)

KOALA RD
(UNPAVED)

RACOON AVE
(UNPAVED)

ASTER RD
(PAVED)

FEMA ZONE D
FEMA ZONE X PV-C.00.14

KEY MAP

COLUSA RD
(UNPAVED)

DE SOTO AVE
(UNPAVED)

L MIRAGE RD
(UNPAVED) PV-C.00.15

MUSKRAT AVE
(UNPAVED)

ENLARGED

EASEMENT
PLAN
PV-C.00.15
NORTH
MATCHLINE SEE SHEET PV-C.00.14
219
Street proposed for Vacation
Sections of Stevens, from El Mirage to Callejo
Avalon, from Stevens to Aster
Nichols, from Stevens to Aster
Coronado, from Raccoon to Stevens
Desoto, from Raccoon to Stevens
Exhibit
220
Parcel Plat/Easement Reference
Easement Bk 6836, Pg 383; Easement Bk 6836 Pg 384,
Easement Bk 8309 Pg 756, Parcel
Easement Bk 8759 Pg 37
Easement Bk 8759 Pg 37
Easement Bk 8759 Pg 37
Easement Bk 8309 Pg 756
Easement Bk 6836 Pg 385
221

CITY COUNCIL AGENDA REPORT
DATE: June 28, 2023
TO: Honorable Mayor and City Council Members
FROM: Jessie Flores, City Manager
BY: City Attorney’s Office
SUBJECT: PROSPECTIVE RESOLUTION ESTABLISHING THE CITY OF ADELANTO

YOUTH ADVISORY COUNCIL
STAFF RECOMMENDATION:

Staff recommends that the City Council approve Resolution No. 23-62 establishing the City of Adelanto Youth Advisory Council.

BACKGROUND:

According to the United States Census Bureau, fully one-third of the City’s population are under the age of eighteen (18).1
The proposed City of Adelanto Youth Advisory Council (YAC) would be a program under the City’s Recreation Department, as opposed to a City committee like the Planning Commission. As a City program, the YAC will allow for increased membership with more flexible meeting opportunities and a wider array of programming.

Membership is limited to City residents ages fourteen (14) through eighteen (18), and in ninth (9th) through twelfth (12th) grades in an approved high school education program. While there is no limitation on the number of members, YAC guidelines call for an elected chair and vice-chair.

Program membership, guidelines, participation, positions, officers, committees, responsibilities, and format are to be approved by the City’s Recreation Department. Meetings are to be run by a member of City Council, if possible, and the City Council may place items on the YAC meeting agendas.

The Youth Advisory Council’s purpose will be to:
• Promote public service and community involvement with, for, and by youth; • Review proposals for programs, projects and facilities as they pertain to local youth; 1 https://www.census.gov/quickfacts/adelantocitycalifornia 222
• Promote and facilitate youth involvement in community events, programs or volunteer projects through public education, the schools and community organizations; • Lean about community resources; and
• Act in an advisory capacity to the City Council in all other policy matters pertaining to local youth.

If the City Council approves Resolution No. 23-62, it will become effective immediately.

CONCLUSION:

Staff recommends that the City Council approve Resolution No. 23-62 and establish the City of Adelanto Youth Advisory Council.

FISCAL IMPACT:

Fiscal impact is unknown at this time as it is anticipated that it will require dedication of staff time and use of City resources and facilities in administering and implementing this program.

ATTACHMENTS:

Resolution No. 23-62
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RESOLUTION NO. 23-62

A RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF ADELANTO, COUNTY OF SAN BERNARDINO, STATE

OF CALIFORNIA, ESTABLISHING THE CITY OF

ADELATO YOUTH ADVISORY COUNCIL
WHEREAS, the City of Adelanto’s (“City”) City Council (“City Council”) encourages local citizens of all ages to participate in and serve on City advisory bodies; and WHEREAS, City advisory bodies have a primary role of encouraging increased public input and citizen participation in the determination of City policies and procedures; and WHEREAS, according to the United States Census Bureau, 33.3 percent of the City’s population are under the age of eighteen (18); and
WHEREAS, the City Council recognizes youth to be a valuable resource when given the opportunity to plan and implement projects to meet real community needs and recognizes that local youth are capable of making a difference within and for the Adelanto community; and WHEREAS, the City Council desires to establish a Youth Advisory Council to serve as an advisory body to the City Council; to empower local youth; to create opportunities for local youth to learn about and provide input on community projects, resources, programs and events; and to provide a vehicle by which local youth become involved in a process that enables them to have an influence and impact on issues and decisions they care about; and WHEREAS, the City Council desires to establish a Youth Advisory Council to serve as a program under the Recreation Department to allow for increased membership, provide more flexibility for meeting opportunities, and allow for an extended array of programming beneficial to local youth.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Adelanto does hereby resolve, determine, and order as follows:

Section 1. That a Youth Advisory Council is hereby established as a program under the City’s Recreation Department.

Section 2. That the purpose of the Youth Advisory Council shall be to promote public service and community involvement with, for, and by youth; review and provide feedback on proposals for programs, projects and facilities as they pertain to local youth; facilitate and promote youth involvement in community events, programs, or volunteer projects through public education, local schools, and local community organizations; learn about community resources; and act in an advisory capacity to the City Council on policy and budgetary matters pertaining to local youth.
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Resolution No. 23-62

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Adelanto City CouncilJune 28, 2023

Adelanto City Council
June 28, 2023