Agenda, regular meeting — Ione City Council, November 4, 2025

CITY OF IONE
IONE, CA 95640

AMENDED
REGULAR MEETING STARTS AT 6:00 PM
Mayor Stacy Rhoades
Vice Mayor Jody Maita
Councilmember Dominic Atlan
Councilmember Alison LaFayne
Councilmember Jack Mitchell
AT 1 E. MAIN STREET, IONE, CA 95640

AND VIA ZOOM
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Join Zoom Meeting
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Tuesday, November 4, 2025

THE CITY OF IONE IS A GENERAL LAW CITY DEDICATED TO PROVIDING LEADERSHIP,

ACCOUNTABILITY, AND FISCAL INTEGRITY WHILE PROMOTING ECONOMIC OPPORTUNITIES AND MAINTAINING A HIGH QUALITY OF LIFE FOR OUR CITIZENS.

PLEASE LIMIT PUBLIC COMMENT/TESTIMONY TO FOUR MINUTES
Gov't. Code $54954.3
The lone City Council welcomes, appreciates, and encourages participation in the City Council Meeting. The City Council reserves the right to reasonably limit the total time for public commen on any particular noticed agenda item as it may deem necessary Full staff reports and associated documents are available for public review at the Office of the City Clerk, City Hall, 1 E. Main Street, Ione, CA. Hard copies may be obtained for $3.60 for pages 1- 5 and $.45 for each additional page. Documents that are not available when the agenda is poster vill be made available for public review at the meeting A. ROLL CALL
B. CLOSED SESSION: None
If all matters are not completed prior to the regular meeting start time, the City Council will convene to Closed Session after the Regular Meeting ends.

CITY OF IONE
IONE, CA 95640
ORN
C. PLEDGE OF ALLEGIANCE
D. REPORT OUT OF CLOSED SESSION
E. APPROVAL OF AGENDA
F. PRESENTATIONS/ANNOUNCEMENTS:
• Presentation by Debbie Mackey regarding Status of Grants G. PUBLIC COMMENT: EACH SPEAKER IS LIMITED TO 4 MINUTES NOTE: This is the time for members of the public who wish to be heard on matters that do not appear on the Agenda. Persons may address the City Council at this time on any subject within the jurisdiction of the lone City Council.

Please be mindful of the 4 minute time limit per person. Pursuant to the Brown Act, the City Council may not take action or engage in a detailed discussion on an item that does not appear on the Agenda. However, matters that require Council action will be referred to staff for a report and/or recommendation for possible action at a future Council meeting. Is there anyone in the audience who wishes to address the Council at this time? H. INFORMATION ITEMS: None
All matters listed under this category are for information only with no action to be taken by the City Council.

I. CONSENT CALENDAR:

All matters listed under this category are considered to be routine and will be enacted by one motion. Any item may be removed for discussion and possible action and made a part of the regular agenda at the request of a Councilmembers).

1. Approval of Minutes: May 20, 2025, June 3, 2025, June 17, 2025 and July 1, 2025

2. Warrants - November 4, 2025

3. Adoption of Resolution No. 2025-36 Accepting the 2020/2021 Fiscal Year Audit

4. Approval of Budget Amendment for Fiscal Year 2025-2026 for Purchase of Fire Truck J. PUBLIC HEARING: None

OF TONE

CITY OF IONE
IONE, CA 95640
K. REGULAR AGENDA:

1. Discussion/Adoption of Resolution Establishing New Policy for Use of City Attorney and Councilmember Communications with City Attorney
(Request by Mayor Rhoades)

2. Councilmember Discussion Regarding Wastewater Communications, as Detailed in Public Record Request Documents Obtained by Councilmember LaFayne (Request by Councilmember LaFayne, Atlan)

3. Discussion/Action to Award Irrigation Project for the Soccer Fields at Howard Park to Lowest Responsible Bidder, and Authorization to Execute a Construction Contract for the Project
L. REPORTS AND COMMUNICATIONS FROM CITY ATTORNEY
M. REPORTS AND COMMUNICATIONS FROM CITY MANAGER
N. COUNCIL COMMENTS/COMMITTEE REPORTS/FUTURE AGENDA ITEMS O. ADJOURNMENT

NOTICE REGARDING CHALLENGES TO DECISIONS
Pursuant to all applicable laws and regulations, including without limitation, California Government Code Section 65009 and or California Public Resources Code Section 21177, it you wish to challenge in court any of the above decisions (regarding planning, zoning and/or environmental decisions), you may be limited to raising only those issues you or someone else raised at the public hearing(s) described in this notice/agenda, or in written correspondence delivered to the City at, or prior to, this public hearing.

ADA COMPLIANCE STATEMENT
In compliance with the American with Disabilities Act, if you need special assistance to participate in this meeting, please contact City Clerk Janice Traverso at (209) 274-2412, ext. 102.

Notification 24 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility to this meeting.

Agenda Item I. 1.

CITY OF IONE COUNCIL MEETING MINUTES

ACTION MINUTES
May 20, 2025
Mayor Rhoades called the Meeting to order at 5:00 PM
A. ROLL CALL:

Present:

Dominic Atlan, Councilmember
Alison LaFayne, Councilmember - (Zoom because of AB1229 - Surgery) Jack Mitchell, Councilmember

Absent: Jody Maita, Vice Mayor (Vacation)
Staff: George Lee, City Manager
Zach Varinsky, City Attorney
Janice Traverso, City Clerk
B. CLOSED SESSION: 5:00 PM - Council convened to Closed Session at 5:00 p.m.

Councilmember Mitchell disqualified himself from Item #1 because it is reasonably foreseeable that my real property, which is located in the City of Ione and within 500 feet of the project, will be materially affected the decision.

1. CONFERENCE WITH REAL PROPERTY NEGOTIATIONS:

2. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION:

Significant exposure to litigation pursuant to Government Code 54956.9(d)(2):
1 Case

3. CONFERENCE WITH LEGAL COUNSEL - EXISTING LITIGATION:

Government Code 54956.9(d)(1)
Lori McGraw vs. City of lone (Amador County Superior Court: Case No. 22 CV 12691)

4. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION:

Initiation of litigation pursuant to Government Code 54956.9(d)(4): 1 case Council returned from Closed Session at 6:00 PM.

C. PLEDGE OF ALLEGIANCE - Mayor Rhoades led the Pledge of Allegiance.

D. REPORT OUT OF CLOSED SESSION:

1. CONFERENCE WITH REAL PROPERTY NEGOTIATIONS:

Properties: 1000 Castle Oaks Drive (APN: 0-05-320-034), 1230 Shakeley Lane (APN 005-320-037)
Agency Negotiator: Josh Varinsky, City Attorney
Negotiating Parties: Hahn Family Foundation
Under Negotiation: Price and Terms of Payment
This item is on Open Session and will be part of the Regular Agenda - Update on Castle Oaks Transition and City Management of the Golf Course.

2. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION:

Significant exposure to litigation pursuant to Government Code 54956.9(d)(2):
1 Case - Orders from Regional Water Board and will give update under Regular Agenda.

3. CONFERENCE WITH LEGAL COUNSEL - EXISTING LITIGATION:

Government Code 54956.9(d)(1)
Lor McGraw vs. City of lone (Amador County Superior Court: Case No. 22 CV 12691) - Updates on pre-trail procedures.

4. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION:

Initiation of litigation pursuant to Government Code 54956.9(d)(4): 1 case - Direction given.

E. APPROVAL OF AGENDA:

MOTION: Moved by Councilmember Atlan, seconded by Councilmember Mitchell and carried to approve the agenda with moving Item #6 - Discussion of City Attorney Time and Services to Councilmembers to the next agenda.

AYES: Atlan, LaFayne, Mitchell
NOES: Rhoades
ABSENT: Maita
ABSTAIN: None
F. PRESENTATIONS/ANNOUNCEMENTS:
• Ione Homecoming Update - Ken Mackey, Fire Chief read a letter of appreciation sent to the City Manager following lone Homecoming thanking staff, including volunteers for their help and time during lone Homecoming weekend.

G. PUBLIC COMMENT:

Dan Epperson, Supervisor, District 2:
• The County was able to close the Three Million Dollar Budget gap. • If letters of support are needed from the County for water for the Golf Course, please let me know.
• Homecoming was amazing especially with the new parking lot lights at Howard Park
• Anyone who has chips in their windshields due to the overlay on Highway 88, information on how to file a claim with CalTrans is on Supervisor Epperson's Facebook page.

H. INFORMATION ITEMS: No action taken.

1. Building Department Monthly Report - April, 2025

2. Fire Department Monthly Report - April, 2025

3. Police Department Monthly Report - April, 2025

4. WWTP Monthly Operations Report - April, 2025
I. CONSENT CALENDAR:

MOTION: Moved by Councilmember Atlan, seconded by Councilmember Mitchell and carried to approve the Consent Calendar

1. Minutes of March 18, 2025

2. Warrants - May 20, 2025

3. Adoption of Resolution No. 2025-15 Prohibiting Parking on a Portion of Main Street during the Ione Truck and Car Show
AYES: Rhoades, Atlan, LaFayne, Mitchell
NOES: None
ABSENT: Maita
ABSTAIN: None
J. PUBLIC HEARING: None
K. REGULAR AGENDA:

1. Update on Castle Oaks Golf Course Transition and City Management of the Golf Course - George Lee, City Manager; Josh Varinsky, City Attorney - George Lee commented that the City has taken over the financial responsibility of the Castle Oaks Golf Club during the interim while things are worked between potential party-buyer and the lessee. We have met with the Troon Company and they are proceeding to manage the course and continuing operations as normal. The City is responsible for the financial obligations but they also receive the revenues. Do hope to report some positive news at the next Council Meeting.

2. Update on Orders from the Regional Water Board and Submittal of Title 22 Wastewater Report - Michelle Chester, Somach, Simmons and Dunn - the City submitted the Title 22 Engineering Report for the Tertiary Plant. Currently, the Golf Course is being supplied by well water. The Tertiary Facility is not operating but otherwise there is delivery of water to the Golf Course. The amount of water and ground measurements are being tracked, as suggested by the Regional Water Board.

3. Status Report on Tertiary Treatment Plant and Water Supply to the Castle Oaks Golf Course - Justin Granados, WaterStone, LLC:
• Sand filters at the Tertiary Plant are working and operating like new. • The temporary interconnect project transferring water from the Wastewater Plant to the Tertiary Plant is working and supplying 200,000 gallons per day
• Water quality is good - COD test and can back non-detect. PH is 7.6 • Thanks to Chief Mackey and staff for their help and support for the interconnect project

4. Discussion/Action to Authorize Request for Proposals for City Engineer - Willdan is currently the firm that represents the City for Engineering Services.

Their current contract expires on June 30, 2025. Staff is requesting approving for authorization to release an RFP for Engineering Services.

MOTION: Moved by Councilmember Mitchell, seconded by Councilmember Atlan and carried to release the RFP for Engineering Services.

AYES: Rhoades, Atlan, LaFayne, Mitchell
NOES: None
ABSENT: Maita
ABSTAIN: None

5. Update on Status of City Audit Report, Report on Donations Received by the City and Schedule for Adoption of Fiscal Year 2025/2026 Operating Budget- (Councilmember Request - Councilmember LaFayne)
Andrea Bonham, Interim Finance Manager reported the following:

Audit Timeline:
•January 2019 - Signed engagement letter with Richardson & Company for the Fiscal Year Audits, 2018/2019; 2019/2020 and 2020/2021 •June 23, 2025 - Update from Richardson & Compan
June 24, 2025 - Signed letter with Larry Bain, CPA to complete th 2021/2022, 2022/2023 and 2024/2024 Audits
Donations:
• Howard Park Lighting Project - $20,000
• Lights for Parking Lots - $40,000
• Bucking Shoots - $18,000
Budget Timeline:
• Budget Workshop#1 - 6/12/2025
• Budget Workshop#2 - 7/3/2025
• Final Budget Adoption - 7/29/2025

6. Discussion on Use of City Attorney Time and Services by Councilmembers Councilmember Request - Mayor Rhoades) - Continued to next meeting.

L. REPORTS AND COMMUNICATIONS FROM CITY ATTORNEY: None
M. REPORTS AND COMMUNICATIONS FROM CITY MANAGER:
• Staff and Department Heads are working together and making a lot of progress in setting the foundation and stability
N. COUNCIL COMMENTS/COMMITTEE REPORTS/FUTURE AGENDA
ITEM:

Councilmember Mitchell:
• Thanked staff for the work done supporting Homecoming • Council is doing everything they can to get water to the Golf Course Mayor Rhoades:
• When the City learned the Golf Course was not receiving water—within 48 hours we had water thanks to the hard work of City staff-thank you to everyone.

Salina Mitchell, Recreation Coordinator:

Ms. Mitchell gave an update on the basketball courts at Perry Earl Park.

0. ADJOURNMENT:

Moved by Councilmember Mitchell, seconded by Councilmember Atlan to adjourn.

Respectfully submitted,
Janice Traverso
City Clerk

CITY OF IONE COUNCIL MEETING MINUTES

ACTION MINUTES
June 3, 2025
Mayor Rhoades called the Regular Meeting to order at 5:30 PM A. ROLL CALL:

Present: Stacy Rhoades, Mayor
Jody Maita, Vice Mayor
Dominic Atlan, Councilmember
Alison LaFayne, Councilmember
Jack Mitchell, Councilmember
Staff: George Lee, City Manager
Zach Varinsky, City Attornes
Janice Traverso, City Clerk
B. CLOSED SESSION: 5:30 PM
Councilmember Mitchell disqualified himself from Item #1 because it is reasonably foreseeable that my real property, which is located in the City of Ione and within 500 feet of the project, will be materially affected by the decisions.

1. CONFERENCE WITH REAL PROPERTY NEGOTIATIONS:

2. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION:

Significant Exposure to litigation pursuant to Government Code 54956.9 (d)(2):
1 Case
C. REPORT OUT OF CLOSED SESSION:

1. CONFERENCE WITH REAL PROPERTY NEGOTIATIONS:

Properties: 1000 Castle Oaks Drive (APN: 0-05-320-034), 1230 Shakeley Lane (APN 005-320-037)
Agency Negotiator: Josh Varinsky, City Attorney
Negotiating Parties: Hahn Family Foundation
Under Negotiation: Price and Terms of Payment - Josh Varinsky, City Attorney commented that the City Council is excited to have Sierra Golf Management here to present their proposal and introduce themselves to the public.

2. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION:

Significant Exposure to litigation pursuant to Government Code 54956.9 (d)(2):
1 Case - Michelle Chester will be giving an update under Regular Agenda - Item #2 - Regional Water Board and Title 22.

D. PLEDGE OF ALLEGIANCE:

Mayor Rhoades led the Pledge of Allegiance
E. APPROVAL OF AGENDA:

MOTION: Moved by Councilmember Mitchell, seconded by Councilmember Atlan and carried to approve the agenda.

AYES: Rhoades, Maita, Atlan, LaFayne, Mitchell
NOES: None
ABSENT: None
ABSTAIN: None
F. PRESENTATIONS/ANNOUNCEMENTS:
• Jett Christensen, Sierra Golf Management regarding Castle Oaks Golt Cours commented that they are in escrow to purchase the Golf Course. We owr several golf courses in Northern California. We promise to turn the Golf Course into a master piece. The first year we plan to fix the irrigation system, and bring in about three-quarter of million dollars of equipment.

G. PUBLIC COMMENT:

Dan Epperson, Amador County Supervisor-District 2:
• The Highway 88 project is almost complete and if you need to file a claim for your windshield damage, Caltrans information is posted on my Facebook page.

Mike Cristman, Ione Senior Service Club shared information with the Council and public on the Club he is proposing for lone.

H. INFORMATION ITEMS: None
I. CONSENT CALENDAR:

MOTION: Moved by Councilmember Atlan, seconded by Councilmember Mitchell and carried to approve the following Consent Calendar.

Councilmember Atlan pulled the Minutes and Warrants for discussion.

1. Minutes of April 1, 2025 and April 24, 2025 - Councilmember LaFayne commented there are inconsistency in the minutes and would like to see the minutes contain the action taken only and not opinions and narratives. The City Attorney commented that we can do an item for a future agenda changing the policy to action minutes.

Councilmember Atlan wants to amend the April 24, 2025 to reflect that I was absent because I could not make the meeting—not polled for attendance.

2. Warrants - June 3, 2025
AYES: Rhoades, Maita, Atlan, LaFayne, Mitchell
NOES: None
ABSENT: None
ABSTAIN: None
J. PUBLIC HEARING: None
K. REGULAR AGENDA:

1. Update regarding Tertiary Plant, Planned Capital Improvements, and Water Supply to the Castle Oaks Golf Course - Justin Granados, WaterStone, LLC:
• The plant will be ready to treat water using the newly installed equipment and alarm systems
• Next week we will powering-up our new programmable logic controller • Since we are not currently treating water at the Tertiary Plant, we are taking advantage of the down time to complete improvements that would normally impact daily operations
• Install the 700-foot pipeline at the Tertiary site to intercept incoming well water and bypass the plants conveyance equipment, will allow us to increase flow efficiency delivering an additional 50,000 gallons per day to the golf • All water sent to the Golf Course is of excellent quality and poses no health

2. Update on Orders from the Regional Water Board and Title 22 Wastewater Report - Michelle Chester - Somach, Simmons and Dunn:
• The Title 22 Engineering Report has been sent the Regional Water Control Board and hope to have updates soon
• Working with ARSA and City of Sutter Creek regarding efforts for relief from the Regional Water Board instruction against operation of the facility pending review of the Title 22 report
• I continue to work the Regional Water Board and lone management and pursue our available options to resolve the concerns about delay of discharge.

3. Update on City Management of Castle Oaks Golf Course and Expenses Incurred, Andrea Bonham:
• The May, 2025 revenue for the Golf Course was $330,548.14

4. Approve/Authorize the Addition of Basketball Courts, Fencing, and Tetherball to the Train Depot Park Project
MOTION: After discussion by the Council and the public, it was moved by Councilmember Mitchell, seconded by Councilmember Atlan and carried to move forward in concept, refer item to the Planning Commission, fix the Site Map, and contact the homeowners in the area.

AYES: Atlan, LaFayne, Mitchell
NOES: Rhoades, Maita
ABSENT: None
ABSTAIN: None

5. Approve/Authorize the Addition of Pickleball to the Existing Basketball Courts at Howard Park:

MOTION: Moved by Councilmember Mitchell, seconded by Mayor Rhoades to approve and authorize the addition of Pickleball to the existing Basketball Courts at Howard Park.

AYES: Rhoades, Maita, Atlan, LaFayne, Mitchell
NOES: None
ABSENT: None
ABSTAIN: None
M. REPORTS AND COMMUNICATIONS FROM CITY ATTORNEY: None
N. REPORTS AND COMMUNICATIONS FROM CITY MANAGER:
• Thanked the volunteers who contribute so much to the City.

L. COUNCIL COMMENTS/COMMITTEE REPORTS/FUTURE AGENDA
ITEM:

Councilmember Atlan:

Update on Train Depot Building
• Treasurer Reports added to Council Agendas
Councilmember LaFayne:
• City Plama serus ere for Cincy poster - Inded and City Wing in the Request for Proposal.

Councilmember Mitchell:
• Invited everyone to pancake breakfast at the VFW Hall on June 14, 2025.

Vice Mayor Maita:
-
• Thanked the Fire Department for a safety demonstration at Ione Elementary School
• Wished all Father's - Happy Father's Day
M. ADJOURNMENT:

Moved by Councilmember Mitchell, seconded by Vice Mayor Maita and carried to adjourn.

Respectfully submitted,
Janice Traverso
City Clerk

CITY OF IONE COUNCIL MEETING MINUTES

ACTION MINUTES
June 17,2025
Mayor Rhoades called the Regular Meeting to order at 6:00 PM A. ROLL CALL:

Mayor Rhoades led the Pledge of Allegiance
D. APPROVAL OF AGENDA:

MOTION: Moved by Councilmember Mitchell, seconded by Councilmember LaFayne and carried to approve the agenda.

AYES: Rhoades, Maita, Atlan, LaFayne, Mitchell
NOES: None
ABSENT: None
ABSTAIN: None
E. PRESENTATIONS/ANNOUNCEMENTS:

Larry McKenney - Updates from the Amador Water Agency
Currently working on a rate study for rates that will take affect July, 2026 • The agency's financial condition has improved significantly, much healthier financial outlook and improved our credit rating significantly • Improve the backwash capacity, accessibility of the plant and security will cost will cost under $20,000,000.

We will have workshops on the rates in September and October • The capital projects continue to be important to the citizens and continue to be the major driver of our rates
• Ione's Projects:
• Backwash Water-we have an agreement with U.S. Mine to take the backwash water and we have agreed to construct a pipeline to the U.S. Mine. The backwash water will be 100% beneficially reused and will not go to the sewer. The agreement we have with U.S.

Mine is not a service agreement. We send them what we produce and they dispose of it—should be a savings of $5,000,000. • Replacement of Pipelines on Arroyo Seco and Amador Streets - $1,262,000
• Corrosion Control for the Wildflower Tank - $3,100,000 F. PUBLIC COMMENT:

Gary Thomas - Car Show June 7 & 8 on Main Street approximately 150 cars Larry Rhoades - wish the Attorney General would investigate the cost of Woodard Bottom - $22,500,000 and there is no paper work.

Marsha Edick:
• Train Park - misunderstood which fund was being used - State Grant • Train Park Project pushed through without proper procedures being followed
• Reflected on disturbing comments from the City Manager and Mayor G. INFORMATION ITEMS: No action taken

1. Building Department Monthly Report - May, 2025

2. Fire Department Monthly Report - May, 2025

3. Police Department Monthly Report - May, 2025

4. Public Works Monthly Report - May, 2025

5. WWTP Monthly Report - May, 2025
H. CONSENT CALENDAR:

MOTION: Moved by Councilmember Atlan, seconded by Vice Mayor Maita and carried to adopt the Consent Calendar.

1. Warrants - June 3, 2025

2. Adoption of Resolution No. 2025-17 - Appointment representative and Alternate Representative to the Northern California Cities Self-Insurance Fund Board of Directors
AYES: Rhoades, Maita, Atlan, LaFayne, Mitchell
NOES: None
ABSENT: None
ABSTAIN: None
I. PUBLIC HEARING:

Chris Fisher, Willdan Financial Services reviewed the Comprehensive Sewer Utility Rate Study.

1. Consideration and Adoption of Sewer Rate Study and Increase to Sewer Rates including the following:
a. Public Hearing to Consider the Proposed Rate Increase and Protests Received; and
Mayor Rhoades opened the Public Hearing:

The following people spoke in opposition to the Sewer Rate Increase and the Five Year Plan:
• Amy Hess
• Bonnie Aparacio
• Larry Caputo
• Maryann Johnson
• Fred Layher
• Joseph Svec
b. Declare the Results of the Protest Proceeding;
The City Clerk announced that 122 Protests were received against the Rate Increase.
c. Adoption of Resolution No. 2025-18 Accepting and Closing the Proposition 218 Notitication and Protest Process and Adopting the Rate Increase MOTION: Moved by Councilmember Atlan, seconded by Vice Mayor Maita to charge the citizens $60.00 for the first year and adopt the Rate Study.

AYES: Rhoades, Maita, Atlan
NOES: LaFayne, Mitchell
ABSENT: None
ABSTAIN: None
J. REGULAR AGENDA:

1. Updates on the Regional Water Board and the Title 22 Report - Michelle Chester, Somach, Simmons and Dunn - I worked with ARSA and Sutter Creek representatives to contact executive officers in state and regional water boards requesting that the City's Tertiary Plant be allowed to operate while the State Water Board continued its review of the Title 22 Report. We did a response on June 5, 2025 stating that they conditional use of the Tertiary Facility while continuing lone's review of the Title 22 Report. We also received a letter from the Regional Board that they would allow discharge of Recycled water from the Tertiary Facility to the Golf Course during the 2025 irrigation season which runs through November, 2025.

I received correspondence from the Central Valley Regional Water Quality Control Board Executive Officer on the issue using recycled water from the U.S. Mine. His staff is updating the waste discharge requirements for the WDR's for the U.S. Mine site currently. U.S. Mine could potentially take recycled water from the City only after all related permitting requirements were met. Those requirements include endorsement by the City, as well as a revised or new Title 22 Report submitted by the City that specifically identifies recycled water from U.S. Mine.

2. Update on Wastewater Treatment Plant - Justin Granados, WaterStone, LLC - • In the past 11 days since we started received ARSA water, we have sent nearly 10,000,000 gallons to the Golf Course and expect another 1,000,000 tomorrow.
• As of today, operations have been returned to normal. • The Regional Board has granted temporary approval of the Title 22 Report • Positive outcome is the temporary interconnect system we have in place • The well we relied on during the emergency has been fully replenished since we stopped using it 11 days ago.
• Reviewed the plans for the Capital Improvement Projects

3. Adoption of Resolution No. 2025-16 Senate Bill 1 (SB1) Road Maintenance Project for FY 2025-2026
MOTION: Moved by Councilmember LaFayne, seconded by Councilmember Mitchell and carried to adopt Resolution No. 2025-16 making West Marlette Street a priority.

AYES: Rhoades, Maita, Atlan, LaFayne, Mitchell
NOES: None
ABSENT: None
ABSTAIN: None
K. REPORTS AND COMMUNICATIONS FROM CITY ATTORNEY: None
L. REPORTS AND COMMUNICATIONS FROM CITY MANAGER:

Andrea Bonham gave the Council and public an overview of the City's finances.

M. COUNCIL COMMENTS/COMMITTEE REPORTS/FUTURE AGENDA
ITEM:

Councilmember Atlan:

Easements for U.S. Mine and Water Agency has never been before the Council.

Vice Mayor Maita:

Thanked Public Works for all the work they have done.

Mayor Rhoades:
• Pine Grove Camp has started cleaning the Creek
• U.S. Mine was going to rent the building next door and re-build but turned it down because of how businesses in this town get treated.

N. ADJOURNMENT:

Moved by Vice Mayor Maita, seconded by Councilmember Mitchell and carried to adjourn.

Respectfully submitted,
Janice Traverso
City Clerk

CITY OF IONE COUNCIL MEETING MINUTES

ACTION MINUTES
July 1, 2025
Mayor Rhoades called the Regular Meeting to order at 5:30 PM A. ROLL CALL:

Present: Stacy Rhoades, Mayor
Jody Maita, Vice Mayor
Dominic Atlan, Councilmember
Alison LaFayne, Councilmember - Absent for Closed Session Jack Mitchell, Councilmember
Staff: George Lee, City Manager
Zach Varinsky, City Attorney
Janice Traverso, City Clerk
B. CLOSED SESSION: 5:30 PM
Councilmember Mitchell disqualified himself from Item #1 because it is reasonably foreseeable that my real property, which is located in the City of Ione and within 500 feet of the project, will be materially affected by the decisions.

1. CONFERENCE WITH REAL PROPERTY NEGOTIATIONS:

2. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION:

Initiation of litigation pursuant to Government Code 54956.9(d)(4): 1 potential case
C. REPORT OUT OF CLOSED SESSION:

1. CONFERENCE WITH REAL PROPERTY NEGOTIATIONS:

Properties: 1000 Castle Oaks Drive (APN: 005-320-034), 1230 Shakeley Lane (APN 005-320-037)
Agency Negotiator: Josh Varinsky, City Attorney
Negotiating Parties: Hahn Family Foundation
Under Negotiation: Price and Terms of Payment
Josh Varinsky, City Attorney - Council will announce and present documents in Open Session under the Regular Agenda.

2. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION:

Initiation of litigation pursuant to Government Code 54956.9(d)(4): 1 potential Case - Direction to staff.

D. PLEDGE OF ALLEGIANCE:

Mayor Rhoades led the Pledge of Allegiance
E. APPROVAL OF AGENDA:

MOTION: Moved by Councilmember Mitchell, seconded by Councilmember Atlan and carried to approve the agenda.

AYES: Rhoades, Maita, Atlan, LaFayne, Mitchell
NOES: None
ABSENT: None
ABSTAIN: None
F. PRESENTATIONS/ANNOUNCEMENTS:
• Proclamation for Kristi Roots - 20 Years of Service to Vitalant Blood Drive - Continued to next meeting.

G. PUBLIC COMMENT:

Derrick Baker representing Girls Softball asked Council to add the softball complex to the Amador County Recreation Agency's CIP Master Plan so it can qualify for their Impact Fees. The complex is currently on the City's Master Plan for Howard Park. I am asking that two Councilmember to request this action to be placed on the next agenda so when funds are available the girls of this County will finally be a priority.

George Lee, City Manager commented that when the Master Plan Asset and Capital Improvement Project is completed by RRM Design Group, we will know the dimensions of the fields, parking, etc., which will be helpful in future planning.

Michael Bohl, 321 West Marlette Street (next to Train Depot Park) thanked the City Manager for moving the placement of the basketball courts. Mr. Bohl invited the City Manager, City Council and Parks to visit the Train Depot Park and discuss the fencing between my property and the park.

Dave Johnson concerns:
• A Landscape RFP for Castle Oaks - the project was awarded to someone who was not a licensed contractor and it was not put out to bid. • Easement between U.S. Mine and Amador Water Agency-Director commented that he talked to the City Manager about the easement and the City Manager denied it.
• Censure-—I am concerned that the cost will be over $15,000 because they are using an attorney to do the investigation.
• City Manager' Contract - It was $135,000 to start and eight months later, it went to $180,000 and on City's website the maximum salary for City Manager is $160,000.

H. INFORMATION ITEMS: None
J. CONSENT CALENDAR:

MOTION: Moved by Vice Mayor Maita, seconded by Councilmember Atlan and carried to approve the Warrants.

1. Warrants - July 1, 2025
AYES: Rhoades, Maita, Atlan, Mitchell
NOES: LaFayne
ABSENT: None
ABSTAIN: None
K. PUBLIC HEARING:

1. Introduce and Waive First Reading by Substitution of Title Only Ordinance No. 535 - Setting the 2025 CalFire Hazard Severity Zone (FHSZ) Map for the Local Responsibility Area (LRA)
Mayor Rhoades opened the Public Hearing.

Larry Rhoades asked who will be paying for removing all the trees and if landowners will get help funding the removal of the brush and trees.

MOTION: Moved by Councilmember Atlan, seconded by Councilmember Larayne and carried to introduce and waive First Reading by Substitution of Title Only Ordinance No. 535 - Setting the 2025 CalFire Hazard Severity Zone (FHSZ) Map for the Local Responsibility Area (LRA) and schedule the adoption for the July 15, 2025 meeting.

AYES: Rhoades, Maita, Atlan, LaFayne, Mitchell
NOES: None
ABSENT: None
ABSTAIN: None
L. REGULAR AGENDA:

1. Approve and Authorize Execution of a Lease Agreement between the City of lone and SGM, Inc. (Sierra Golf Management) for the Castle Oaks Golf Course MOTION: Moved by Councilmember LaFayne, seconded by Councilmember Atlan and carried to approve and authorize execution of the Lease Agreement between the City of lone and SGM, Inc. for the Castle Oaks Golf Course.

AYES: Rhoades, Maita, Atlan, LaFayne
NOES: None
ABSENT: None
ABSTAIN: None
RECUSED: Mitchell
Councilmember Mitchell returned to the dais.

2. Discussion/Action on Purchase of New Pump for Sewer Lift Station - During the Tracer Study in April, 2025, the Castle Oaks Lift Station failed, which is over 30 years old. The City received a loaner pump from Shape, Inc. at no charge.

MOTION: Moved by Vice Mayor Maita, seconded by Councilmember Mitchell and carried to approve purchase of a new pump for Castle Oaks Lift Station.

AYES: Rhoades, Maita, Atlan, LaFayne, Mitchell
NOES: None
ABSENT: None
ABSTAIN: None

3. Discussion/Action to Allocate $50,000 from the Amador County Recreation Agency (ACRA) for Improvements to the Horse Arena at Howard Park - The ACRA funds in the amount of $50,000 were allocated for a basketball and tether ball court at the Train Depot Park. With opposition from the residents in the area, we are requesting that the funds be allocated to the Horse Arena to purchase bleachers and arena panels. There was discussion from the Arena supporters and the Softball supporters.

MOTION: Vice Mayor Maita, seconded by Councilmember Mitchell and carried to authorize the funds for the Horse Arena with the caveate that softball will be number one in our priority and CIP for our Master Plan coming up and that the City Council will recognize that and support that, and it will be on the next agenda.

AYES: Rhoades, Maita, Atlan, Mitchell
NOES: LaFayne
ABSENT: None
ABSTAIN: None
Vice Mayor Maita commented to reduce any friction or lack of communication, I want myself to the Softball group as a liaison to the City Council. If you would like to set up a Committee

4. Appointment of Commissioners to the Planning Commission to Fill Two (2) Vacancies for the Terms of October 2024 through October 2028. Mayor Rhoades recommended that Michael Bohl and Larry Caputo be appointed to the Planning Commission.

MOTION: Moved by Vice Mayor Maita, seconded by Councilmember Atlan and carried to appoint Michael Bohl, and Larry Caputo to the Planning Commission.

AYES: Rhoades, Maita, Atlan, LaFayne, Mitchell
NOES: None
ABSENT: None
ABSTAIN: None

5. Appointment of Committee Members to the Creek Committee for the Following:
• Two (2) Vacancies for the Terms of June 2025 through June 2027 • Two (2) Vacancies for the Terms of June 2024 through June 2026 Mayor Rhoades recommended that Shea Corsaletti, Cindy Lincoln, Don Vicari and Lisa Vicari be appointed to the Creek Committee.

MOTION: Moved Vice Mayor Maita, seconded by Councilmember Mitchell and carried to appointed Don Vicari and Lisa Vicari to the terms of June 2025 through June 2027; and Shea Corsaletti and Cindy Lincoln to the terms of June 2024 through June 2026.

AYES: Rhoades, Maita, Atlan, LaFayne, Mitchell
NOES: None
ABSENT: None
ABSTAIN: None
J. REPORTS AND COMMUNICATIONS FROM CITY ATTORNEY:
• Thanked Council for direction and participation through the Golf Course chapter.

K. REPORTS AND COMMUNICATIONS FROM CITY MANAGER:
• RFP for City Engineer closed last week and will bring to Council to extend Willdan's contract one year.
• Andrea Bonham, Interim Finance Manager reviewed the schedule for the 2025-2026 Budget adoption.

L. COUNCIL COMMENTS/COMMITTEE REPORTS/FUTURE AGENDA
ITEM:
• Councilmember LaFayne:

Future Agenda-Softball on the CIP Project on next agenda.

Park & Recreation-support from City Manager and City Clerk & Zoom Park & Recreation - everything that involves Park & Recreation start with Park & Recreation
• Councilmember Mitchell:

Thanked staff and Council for approving the agreement with SGM for management of the Golf Course
M. ADJOURNMENT:

Mayor Rhoades adjourned meeting.

Respectfully submitted,
Janice Traverso
City Clerk
City of lone Unpaid Invoice Report Page: 1
Posting period: 11/25 Oct 31, 2025 01:32PM
Invoice Sequence Description Type Invoice Due Invoice Discount Net Invoice GL Account Number Number Date Date Amount Amount Check Amount Number 315 AMADOR WATER AGENCY
005018-027X 1 PD WATER BILL Invoice 10/16/2025 11/15/2025 37.83 37.83 9670-70-6170 Total 005018-027X1025 37.83 3783 S2/1E/8'
Total 315 AMADOR WATER AGENCY: 37.83 .00 37.83
410 AT&T
334117480X 1 POLICE DEPT INTERNET invoice 10/24/2025 11/23/2025 214.00 214.00 1111-70-6160 Total 334117480X1025: 214.00 .00 214.00
Total 410 AT&T: 214.00 .00 214.00
425 AT&T MOBILITY
2873148459 1 ADMIN PHONES Invoice 10/02/2025 11/01/2025 93.04 93.04 1111-65-6160 2873148459 2 PW PHONES Invoice 10/02/2025 11/01/2025 368.47 368.47 1111-92-6160 2873148459 3 RECREATION PHONE Invoice 10/02/2025 11/01/2025 45.39 45.39 4121-67-6160 2873148459 4 COUNCIL PHONES Invoice 10/02/2025 11/01/2025 238.25 238.25 1111-60-6160 Total 287314845930X1025 745.15 745.15
Total 425 AT&T MOBILITY: 745.15 .00 745.15
540 BENEFIT COORDINATORS CORPORATION
17618 1 ADMIN LIFE INS Invoice 10/01/2025 12/01/2025 113.80 113.80 1111-65-5223 17618 2 POLICE LIFE INS Invoice 10/01/2025 12/01/2025 162.25 162.25 9670-70-5223 17618 3 FIRE LIFE INS Invoice 10/01/2025 12/01/2025 158.95 158.95 9675-75-5223 17618 4 PW LIFE INS 10/01/2025 12/01/2025 71.95 71.95 1111-92-5223 Total 17618: 506.95 506.95
Agenda Item I. 2.

Total 540 BENEFIT COORDINATORS CORPORATION 506.95 506.95 732 CAL.NET INC
3978652 1 EB HALL WIRELESS SUPREME Invoice 10/28/2025 11/27/2025 107.45 107.45 1111-65-6160 Total 3978652: 107.45 107.45
City of lone Unpaid Invoice Report Page: 2
Posting period: 11/25 Oct 31, 2025 01:32PM
Invoice Sequence Description Invoice Due Invoice Discount Net Invoice GL Account Number Number Date Date Amount Amount Check Amount Number 3978653 1 CALEA COMPLIANCE FEE Invoice 10/28/2025 11/27/2025 2.97 297 1111-856160 Total 3978653: 2.97 .00 297
3978654 1 EB HALL Invoice 10/28/2025 11/27/2025 6.95 6.95 1111-65-6160 Total 3978654: 6.95 6.95
Total 732 CAL.NET INC: 117.37 117.37
895 CASCADE FIRE EQUIPMENT CO
18655 1 Gen li Pant Invoice 05/22/2025 06/21/2025 353.36 353.36 9675-75-6119 Total 18655: 353.36 .00 353.36
18958 1 CAIRNS 1044 HELMET W/ DEFENDE Invoice 09/05/2025 10/05/2025 4,714.18 4.714.18 9675-75-6119 Total 18958: 4,714.18 4.71.18
INV20799 1 GOGGLE, ESS WILDLAND STRIKETE Invoice 09/02/2025 10/02/2025 353.42 353.42 9675-75-6119 Total INV20799: 353.42 .00 353.42
Total 895 CASCADE FIRE EQUIPMENT CO: 5,420.96 .00 5,420.96 1037 CODE 3 WEAR
1-56151 1 POLICE DEPT UNIFORMS & PATCHE Invoice 10/24/2025 11/23/2025 813.67 813.67 9670-70-6140 Total 1-56151: 813.67 .00 313,67
Total 1037 CODE 3 WEAR: 813.67 .00 813.67
1200 DAVID TAUSSIG & ASSOC. INC
250913 1 CFD NO 2005-2 FY 25-26 Invoice 09/30/2025 10/30/2025 332.50 332.50 9111-65-6215 -
Total 250913: 332.50 .00 33250
2509312 1 CFD NO 2006-1 FY 25-26 Invoice 09/30/2025 10/30/2025 250.00 250.00 9111-65-6215 City of lone Unpaid Invoice Report Page:

Posting period: 11/25 Oct 31,2025 01:32PM
Invoice Sequence Description Invoice Invoice Discount Net Invoice GL Account Number Number Date Amount Amount Check Amount Number
Total 2509312: 250.00
250.00
Total 1200 DAVID TAUSSIG & ASSOC. INC: 582.50 .00 582.50 1375 ECO URBAN DESIGNS INC.
1 SEPT 2025 LANDSCAPE MAINT - CA Invoice 09/01/2025 10/01/2025 2,515.00 2.515.00 8221-92-6190 outslanding Total 1917: 2,515.00 .00 2,515.00 pull by couna/
1922 1 OCT 2025 LANDSCAPE MAINT - CAS Invoice 10/01/2025 10/31/2025 2.515.00 2,515.00 8221-92-6190 it previws meetings Total 1922: 2,515.00 .00 2,51.00
Total 1375 ECO URBAN DESIGNS INC• 5,030.00 5,030.00
1677 GOLD COUNTRY BACKFLOW
INV133 1 CITY WIDE LOCATIONS - BACKFLOW Invoice 09/30/2025 10/30/2025 680.00 680.00 1111-94-6215 -
Total INV133: 680.00 00 660.00
Total 1677 GOLD COUNTRY BACKFLOW: 680.00 .00 680.00
1815 GUY'S SAW CENTER
56058 1 LABOR TO DIAGNOSE ISSUE WITH C Invoice 10/09/2025 11/08/2025 36.62 36.62 9675-75-6130 Total 56058: 36.62 36.62
-
Total 1815 GUYS SAW CENTER: 36.62 .00 36.62
1950 HUNT & SONS INC.
803869 1 DIESEL FUEL FOR PW TANK Invoice 10/23/2025 11/22/2025 1,602.62 1.602.62 1111-92-6201 Total 803869: 1,602.62 1.60262
Total 1950 HUNT & SONS INC.: 1,602.62 1.602.62
2005 IONE ACE HARDWARE
66264 1 AUTOMOTIVE FUSE & CRITTER FOO Invoice 10/06/2025 11/05/2025 32.29 32.29 1111-92-6111 City of lone Unpaid Invoice Report Page: 4
Posting period: 11/25 Oct 31, 2025 01:32PM
Invoice Sequence Description Invoice Due Invoice Discount Net Invoice GL Account Number Number Date Date Amount Amount Check Amount Number Total 66264: 32.29 00 32.29
66517 1 STRIPING PAINT Invoice 10/07/2025 11/06/2025 21.75 2175 1111-92-8190 Total 66517: 21.75 .00 21.75
66884 1 HARDWARE Invoice 10/10/2025 11/09/2025 150.51 150.51 1111-92-6181 Total 66884: 150.51 .00 150.51
66907 1 PADLOCK Invoice 10/10/2025 11/09/2025 21.54 21.54 9675-75-6203 Total 66907: 21.54 21.54
67080 1 PAINT & SUPPLIES-BATTERIES Invoice 10/11/2025 11/10/2025 62.04 62.04 9675-75-6190 Total 67080: 62.04 .00 62.04
67138 1 PROPANE Invoice 10/11/202511/10/2025 26.14 26.14 9675-75-6190 Total 67138: 26.14 28.14
67458 1 PAINTBRUSH Invoice 10/13/2025 11/12/2025 7.71 7.71 9675-75-6130 Total 67458: 7.71 .00 771
67619 1 PLUMBING PARTS Invoice 10/14/2025 11/13/2025 155.28 155.28 1111-92-6190 Total 67619: 155.28 .00 155.28
67622 1 PROPANE 10/20/2025 11/19/2025 43.61 4381 3111-928190 Total 67622: 43.61 43.01
67641 1 KEYS & THERMOMETER 10/14/2025 11/13/2025 122.65 Total 67841: 122.65 .00 122.85
68904 1 DURACELL BATTERY 10/22/2025 11/21/2025 6.45
City of lone Unpaid Invoice Report Page: 5
Posting period: 11/25 Oct 31, 2025 01:32PM
Invoice Sequence Description Invoice Due Invoice Discount Net Invoice GL Account Number Number Date Date Amount Amount Check Amount Number Total 68904: 6.45 6.45
Total 2005 IONE ACE HARDWARE: 649.97 .00 649.97
2240 KRETH INC.
62802 1 FILL SAND - TRAIN DEPOT Invoice 10/22/2025 11/21/2025 441.78 441.78 1111-92-6190 Total 62802. 441.78 .00 441.78
Total 2240 KRETH INC.: 441.78 .00 441.78
2310 LEDGER DISPATCH
46773 1 PH - SITE PLAN FOR PAVILLION @10 Invoice 10/17/2025 11/16/2025 171.20 171.20 1111-60-6150 46773 2 RFP - CASTLE OAKS LANDCAPING V Invoice 10/17/2025 11/16/2025 59.12 59.12 1111-80-6150 Total 48773: 230.32 00 230.32
Total 2310 LEDGER DISPATCH: 230.32 .00 230.32
2375 LIFE- ASSIST INC
1648248 1 ZOLL CPR STAT-PADZ, DEFIB ELECT Invoice 10/17/2025 11/16/2025 196.00 196.00 9675-75-6100 Total 1648248: 196.00 .00 198.00
1649365 1 NITRILE GLOVES LG & XLG Invoice 10/22/2025 11/21/2025 549.53 549.53 9675-75-6100 Total 1649365: 549.53 00 549.53
CREDITX09- 1 CREDIT MEMO 09-09-25 Invoice 09/09/2025 10/09/2025 470.28- 470.28-9675-75-6100 Total CREDITX09-09-25: 470.28- .00 470.28-
Total 2375 LIFE-ASSIST INC: 275.25 .00 275.25
2485 MACKEY, KEN
081225 1 DON LUIS MEXICAN RESTAURANT - Invoice 08/12/202509/11/2025 60.00 60.00 9675-75-6120 Total 081225: 60.00 .00 60.00
City of lone Unpaid Invoice Report Page: 6
Posting period: 11/25 Oct 31, 2025 01:32PM
Invoice Sequence Description Invoice Invoice Discount Net Invoice GL Account Number Number Date Date Amount Amount Check Amount
HARBOR FR 1 GAS SNIFFER FIRE PREVENTION UT Invoice 09/20/2025 10/20/2025 29.99 29.99 9675-75-6130 Total HARBOR FREIGHT RECEIPT: 29.99 .00 29.99
Total 2485 MACKEY, KEN: 89.99 .00 89.99
2580 MERZLAK SIGNS
7228 1 ALUMINUM SIGN FOR NEW PD BLD Invoice 10/24/2025 11/23/2025 748.86 748.86 9670-70-8812 Total 7228: 748.86 .00 748.66
Total 2580 MERZLAK SIGNS: 748.86 .00 748.86
2825 O'REILLY AUTO PARTS
3827-249942 1 2008 CHEVY TAHOE - OIL & FILTER Invoice 10/07/2025 11/08/2025 49.46 49.46 9675-75-6202 Total 3827-249942: 49.46 .00 49.46
3827-251950 1 ALTERNATOR - 2009 PONTIAC G8 Invoice 10/16/2025 11/15/2025 420.23 420.23 9670-70-6202 Total 3827-251950 420.23 420.23
3827-252698 1 CORE RETURN (ALTERNATOR) Invoice 10/20/2025 11/19/2025 43.10- Total 3827-252698: 43.10- 43.10-
Total 2825 O'REILLY AUTO PARTS: 426.59 426.59
2930 PG & E
1300942413- 1 CITY HALL - GAS Invoice 10/19/2025 11/18/2025 38.35 33835 1111-92-6170 Total 1300942413-9X1025: 38.35 .00 38.35
1493085298- 1 CITY YARD - STREET LIGHTING Invoice 10/22/2025 11/21/2025 31.48 31.48 1111-92-6170 Total 1493085298-4X1025: 31.48 .00 31.48
1707746359- 1 EDGEBROOK DR - SEWER LIFT PUM Invoice 10/19/2025 11/18/2025 177.00 177.00 3111-92-6170 City of lone Unpaid Invoice Report Page: 7
Posting period: 11/25 Oct 31, 2025 01:32PM
Invoice Sequence Description Invoice Due Invoice Discount Net Invoice GL Account Number Number Date Date Amount Amount Check Amount Number Total 1707746359-8X1025: 177.00
177.00
2092737318- 1 HOWARD PARK - HWY 124 - PUMP Invoice 10/17/2025 11/16/2025 2,822.57 2,822.57 4511-92-6170 -
Total 2092737318-1X1025: 2,822.57 .00 2,822.57
2134403982- 1 HOWARD PARK - HORSE ARENA Invoice 10/17/2025 11/16/2025 1,041.01 1,041.01 4511-92-6170 Total 2134403982-7X1025: 1,041.01 .00 1.041.01
2292622148- 1 FIRE DEPT #2 - ELECTRIC & GAS Invoice 10/21/2025 11/20/2025 1,320.46 1,320.46 1111-75-6170 Total 2292622148-6X1025: 1,320.46 .00 1,320.46
-
2477984599 1 FIREHOUSE - W JACKSON ST - ELEC Invoice 10/19/2025 11/18/2025 161.56 161.56 1111-75-6170 Total 24779845994-2: 161.56 .00 161.56
3118061205- 1 WILDFLOWER UNIT 3 - STREET LIGH Invoice 10/14/2025 11/13/2025 41.58 41.58 1111-92-6170 3118061205- 2 EDGEBROOK ESTATES UNIT 5 - STR Invoice 10/14/2025 11/13/2025 35.72 35.72 8221-92-6170 3118061205- 3 CASTLE OAKS VILLAGE 3B - STREET Invoice 10/14/2025 11/13/2025 361.98 361.98 8221-92-6170 3118061205- 4 107 CALLAWAY LANE - STREET LIGH Invoice 10/14/2025 11/13/2025 15.20 15.20 8221-92-6170 3118061205- 5 306 EAGLE DR - STREET LIGHTING Invoice 10/14/2025 11/13/2025 86.47 86.47 8221-92-8170 3118061205- 6 326 EAGLE DR - STREET LIGHTING Invoice 10/14/2025 11/13/2025 940.00 940.00 8221-92-6170 3118061205- 7 104 CASTLE OAKS DR - STREET LIG Invoice 10/14/2025 11/13/2025 188.80 188.80 8221-92-6170 3118061205- 8 4310 CA 104 - STREET LIGHTING Invoice 10/14/2025 11/13/2025 34.17 34.17 1111-92-8170 3118061205- 9 980 CASTLE OAKS DR - STREET LIG Invoice 10/14/2025 11/13/2025 166.34 166.34 8221-92-6170 3118061205- 10 1094 CASTLE OAKS DR - STREET LI invoice 10/14/2025 11/13/2025 101.76 101.76 8221-92-6170 3118061205- 11 416 EAGLE DR - STREET LIGHTING Invoice 10/14/2025 11/13/2025 44.73 44.73 8221-92-8170 3118061205- 12 WILDFLOWER UNIT 2 - STREET LIGH Invoice 10/14/2025 11/13/2025 40.90 40.90 1111-92-6170 Total 3118061205-8X1025: 2,057.65 .00 2,057.65
3159727869- 1 732 CRAIG DR - STREET LIGHTING Invoice 10/14/2025 11/13/2025 1,498.00 1,498.00 1111-92-6170 3159727869 2 189 BUENA VISTA ST - STREET LIGH Invoice 10/14/2025 11/13/2025 211.45 211.45 1111-92-6170 3158727869 3 S SACRAMENTO ST - STREET LIGHT Invoice 10/14/2025 11/13/2025 415.98 415.98 1111-92-6170 3159727869 4 161 W JACKSON ST - STREET LIGHT Invoice 10/14/2025 11/13/2025 169.40 169.40 1111-92-6170 3159727869- 5 187 S IONE ST - STREET LIGHTING Invoice 10/14/2025 11/13/2025 11.32 11.32 1111-92-6170 City of lone Unpaid Invoice Report Page: 8
Posting period: 11/25 Oct 31, 2025 01:53PM
Invoice Sequence Description Type Invoice Due Invoice Discount Net Invoice GL Account Number Date Date Amount Amount Check Amount Number
Total 3159727889-1X1025: 2,306.15 2,306.15
7283130664- 1 MAIN ST & SACRAMENTO - PARK & Invoice 10/20/2025 11/19/2025 1,453.22 1.453.22 1111-92-6170 Total 7283130664-1X1025: 1,453.22 .00 1.453.22
8676007650- 1 HOWARD PARK - 600 S CHURCH ST- Invoice 10/19/2025 11/18/2025 146.74 148.74 4511-92-6170 Total 8676007650-4X1025 146.74 .00 146.74
9035594982- 1 412 EAGLE DR - ELECTRIC & GAS Invoice 10/19/2025 11/18/2025 157.38 157.38 3111-92-6170 Total 9035594982-8X1025: 157.38 .00 157.38
9373962863 1 CITY HALL Invoice 10/17/2025 11/16/2025 1,242.11 1.24211 1111-92-6170 Total 9373962863-9X1025: 1,242.11 1,242.11
Total 2930 PG & E: 12,955.68 .00 12.955.68
3115 RESCUE SOURCE
138498 1 STATIC ROPE RED Invoice 09/28/2025 10/28/2025 296.32 296.32 9675-75-6130 Total 138498: 296.32 .00 296.32
Total 3115 RESCUE SOURCE: 296.32 00 296.32
3570 STAPLES BUSINESS CREDIT
6046080221 1 HEAVY DUTY VIEW BINDER (10) Invoice 10/25/2025 11/24/2025 148.16 148.16 1111-65-6111 Total 6046080221: 148.16 .00 148.16
6046080222 1 DURACELL AA BATTERIES Invoice 10/25/2025 11/24/2025 9.95 9.95 1111-65-6111 Total 6046080222: 9.95 9,95
6046080223 1 COPY PAPER (4) - JUMBO PAPER CL Invoice 10/25/2025 11/24/2025 281.06 281.06 1111-65-6111 City of lone Unpaid Invoice Report Page: 9
Posting period: 11/25 Oct 31, 2025 02:00PM
Invoice Sequence Description Type Invoice Due invoice Discount Net Invoice GL Account Number Number Date Date Amount Amount Check Amount Number Total 6046080223: 281.06 281.06
6046080224 1 PENTEL ENERGEL Invoice 10/25/2025 11/24/2025 40.76 40.76 1111-85-6111 Total 6046080224: 40.76 .00 40.76
6046080225 Invoice 10/25/2025 11/24/2025 9.31 9.31 1111-85-6111 6046080225 2 SIGNATURE LABELS STICKERS Invoice 10/25/2025 11/24/2025 25.71 1111-65-6111

25.71 Total 6046080225: 35.02 35.02
6046080226 1 COPY PAPER (2)-BLACKWHITE TAP invoice 10/25/2025 11/24/2025 153.15 153.15 9670-70-6111 Total 6046080228: 153.15 153.15
6046080227 2 COPERTOP BASTER ASPIRS Invoice 10/25/2025 11/24/2025 463.77 463.77 1111-65-6111 6046080227 Invoice 10/25/2025 11/24/2025 9.95 9.95 1111-65-6111 Total 6046080227: 473.72 473.72
Total 3570 STAPLES BUSINESS CREDIT: 1,141.82 1,141.82
3705 SWRCB
RW-1052072 1 RECYCLED WATER REVIEW - TRAC Invoice 10/15/2025 11/21/2025 9,954.00 Total RW-1052072: 9,954.00 2,954.00
Total 3705 SWRCB: 9,954.00 9,954,00
3817 TOUCH FREE EXPRESS CAR WASH
1012025 1 UNLIMITED CAR WASHES Invoice 10/01/2025 10/31/2025 275.00 275.00 8670-70-6202 Total 1012025. 275.00 00 275.00
Total 3817 TOUCH FREE EXPRESS CAR WASH: 275.00 .00 275.00 3930 UPCHURCH ELECTRIC
13031 1 REPLACE LAMP ON PLEASANT VALL Invoice 09/25/2025 10/25/2025 162.90 162.90 8221-85-6170 City of lone Unpaid Invoice Report Page: 10
Posting period: 11/25 Oct 31, 2025 01:32PM
Invoice Sequence Description Type Invoice Due Invoice Discount Net Invoice GL Account Number Number Date Date Amount Amount Check Amount Number Total 13031: 162.90 162.90
13051 1 REPLACE LAMP & POLE IN FRONTO Invoice 10/17/2025 11/16/2025 779.26 779.26 8221-65-6170 Total 13051: 779.26 .00 779.26
Total 3930 UPCHURCH ELECTRIC: 942.16. 942.16
4000 VOLCANO COMMUNICATIONS GROUP
100054 1 VOLCANO VISION (INTERNET) Invoice 11/01/2025 12/01/2025 69.95 69.95 3131-926160 Total 100054: 69.95 .00 69.95
63360X1125 1 VOLCANO VISION (INERNET) & TELE Invoice 11/01/2025 12/01/2025 108.26 108.26 1111-75-6160 63360X1125 2 VOLCANO VISION (INERNET) & TELE Invoice 11/01/2025 12/01/2025 108.26 108.26 9675-75-6160 Total 63360X1125: 216.52 .00 218.52
63376X1125 1 VOLCANO VISION (INTERNET) Invoice 11/01/2025 12/01/2025 34.98 34.98 9675-75-6160 63376X1125 2 VOLCANO VISION (INTERNET) Invoice 11/01/2025 12/01/2025 34.97 34.97 1111-75-6160 Total 63376X1125: 69.95 69.95
94906X1125 1 PHONE SERVICES Invoice 11/01/2025 12/01/2025 90.97 90.97 1111-65-6160 94906X1125 2 PHONE SERVICES Invoice 11/01/2025 12/01/2025 7.00 7.00 2111-65-6160 94906X1125 3 PHONE SERVICES Invoice 11/01/2025 12/01/2025 34.98 34.98 3111-65-6160 94906X1125 4 PHONE SERVICES Invoice 11/01/2025 12/01/2025 7.00 7.00 3131-656160 Total 94906X1125: 139.95 139.95
Total 4000 VOLCANO COMMUNICATIONS GROUP: 496.37 496.37
4620 ABC PLUMBING HEATING & AIR CONDITIONING
433935 1 HYDRO MAINTENANCE - VARIOUS L invoice 10/21/2025 11/20/2025 3,264.00 3.264.00 3111-50-6193 Total 433935: 3,264.00 3,264.00
Total 4620 ABC PLUMBING HEATING & AIR CONDITIONING: 3,264.00 3,204.00 City of lone Unpaid invoice Report Page: 11
Posting period: 11/25 Oct 31, 2025 01:32PM
Invoice Sequence Descnption Type Invoice Due Invoice Discount Net Invoice GL Account Number Number Date Date Amount Amount Check Amount Number 4640 COMPUTER BROKERS AND SYSTEMS CORPORATION
10471 1 SUPPORT CONTRACT Invoice 07/11/2025 08/10/2025 3,158.00 3,158.00 1111-94-6220 -
Total 10471: 3,158.00 3,158.00
10500 1 SUPPORT CONTRACT 08/09/2025 09/08/2025 3,158.00 3,158.00 1111-94-6220 Total 10500: 3,158.00 3,158.00
1 SUPPORT CONTRACT Invoice 09/12/2025 10/12/2025 3,158.00 3,158.00 1111-94-6220 Total 10524: 3,158.00 3,158.00
10560 1 SUPPORT CONTRACT Invoice 10/10/2025 11/09/2025 3,158.00 3,158.00 1111-84-6220 Total 10560: 3,158.00 3,158.00
Total 4640 COMPUTER BROKERS AND SYSTEMS CORPORATION: 12,632.00 12,632.00 4745 BENEFIT COORDINATORS CORP.

BOKLYN 1 ADMIN DENTALVISION Invoice 11/01/2025 12/01/2025 279.00 279.00 1111-65-5211 BOKLYN, 2 FD DENTALVISION Invoice 11/01/2025 12/01/2025 476.50 476.50 9675-75-5211 BOKLYN 3 PD DENTAL VISION Invoice 11/01/2025 12/01/2025 807.00 807.00 9670-70-5211 BOKLYN 4 PUBLIC WORKS DENTALVISION Invoice 11/01/2025 12/01/2025 419.40 419.40 1111-92-5211 Total BOKLYN: 1,981.90 1.981.00
Total 4745 BENEFIT COORDINATORS CORP: 1,981.90 1.981.90 5065 DELLAVALLE LABORATORY INC
85547 1 GROUNDWATER MONITORING REP Invoice 10/28/2025 11/27/2025 12,271.00 12.271.00 3111-82-6220 Total 85547: 12,271.00 12,271.00
Total 5065 DELLAVALLE LABORATORY INC: 12,271.00 12.271.00 6130 ALPHA ANALYTICAL LABORATORIES INC
5106436-CV 1 CITY OF IONE COWRF TERTIARY PL Invoice 10/20/2025 11/19/2025 42.00 42.00 3131-92-6215 City of lone Unpaid Invoice Report Page: 12
Posting period: 11/25 Oct 31, 2025 01:32PM
Invoice Sequence Description Type Invoice Due Invoice Discount Net Invoice GL Account Number Date Date Amount Amount Check Amount Number
Total 5106436-CVRK_JWS: 42.00 .00 42.00
5106437_CV 1 CITY OF IONE COWRF TERTIARY PL : Invoice 10/20/2025 11/19/2025 42.00 42.00 3131-92-6215 Total 5106437_CVRK-JWS: 42.00 .00 42.00
5106438-CV 1 CITY OF IONE COWRF TERTIARY PL Invoice 10/20/2025 11/19/2025 42.00 42.00 3131-92-6215 Total 5106438-CVRK_JWS: 42.00 .00 42.00
5106439-CV 1 CITY OF IONE COWRF TERTIARY PL Invoice 10/20/2025 11/19/2025 42.00 42.00 3131-92-6215 Total 5106439-CVRK_JWS: 42.00 .00 42.00
5106935-CV 1 INF MONTHLY GRAB WWTP POND 10/22/2025 11/21/2025 42.00 42.00 3111-92-6215 Total 5106935-CVRK_JWS: 42.00 00 42,00
5107245-CV 1 EFF MONTHLY GRAB - POND Invoice 10/23/2025 11/22/2025 214.00 214.00 3111-92-6215 Total 5107245-CVRK_JWS: 214.00 00 214.00
Total 5130 ALPHA ANALYTICAL LABORATORIES INC 424.00 .00 424.00 5255 WATERSTONE SERVICES, LLC
1064 1 WATERSTONE INTERCONNECT PRO Invoice 08/21/2025 09/20/2025 462,103.00 462,103.00 3131-92-6222 1064 Chk No: 6386(1) Calculated 10/08/2025 462,103.00- 3131-00-2111 deviously approrei 1064 Chk No: 6386 (1) Calculated 10/23/2025 462.103.00 3131-00-2111 1064 Chk No: 6432 (1) Calculated 10/23/2025 250.000.00-3131-00-2111 rebral 250,000 Total 1064: 462,103.00 00 21210300 - sermaing ja selecol 1076 1 MONTHLY INVOICE OF OPERATIONS Invoice 10/29/2025 11/28/2025 20,550.40 20.550.40 3111-92-6222 1076 2 MONTHLY INVOICE OF OPERATIONS Invoice 10/29/2025 11/28/2025 20,550.40 20,550.40 3131-92-6222 Total 1076: 41,100.80 .00 11,100.30
Total 5255 WATERSTONE SERVICES, LLC: 503,203.80 .00 253.203,80 City of lone Unpaid Invoice Report Page: 13
Posting period: 11/25 Oct 31, 2025 01:32PM
Invoice Sequence Description Type Invoice Due Invoice Discount Net Invoice GL Acoount Number Number Date Date Amount Amount Check Amount Number 5655 LN. CURTIS AND SONS
INV996868 1 AKRON GEAR ELEVATION MCH Invoice 10/06/2025 11/05/2025 1,018.24 1,018.24 9675-75-6202 Total INV996868: 1,018.24

1.018.24
Total 5655 L.N. CURTIS AND SONS: 1,018.24 1.018.24
5695 WILKINSON PORTABLES
111490 1 PORTA POTTY BIWEEKLY SERVICE Invoice 10/31/2025 11/30/2025 215.00 215.00 9520-50-6114 -
Total I11490: 215.00 215.00
Total 5695 WILKINSON PORTABLES: 215.00 215.00
5735 WIRELESS CCTV LLC
116965 1 POLICE CAMERA EQUIPMENT-RENT Invoice 10/28/2025 11/27/2025 1,491.91 1,491.91 9513-70-6167 Total 116965: 1,491.91 .00 1.401.01
Total 5735 WIRELESS CCTV LLC: 1.491.91 .00 1.49.91
5916 WHITEBRENNER, LLP
53660 1 GENERAL MUNICIPAL invoice 10/20/2025 11/19/2025 5,686.70 5,686.70 1111-68-8210 Total 53660: 5,686.70 5,686.70
53661 1 LITIGATION Invoice 10/20/2025 11/18/2025 3,838.62 3,838.62 1111-68-6210 Total 53661: 3,838.62 3,838.82
53662 1 CONTRACTS invoice 10/20/2025 11/19/2025 430.50 430.50 1111-68-6210 Total 53662: 430.50 430.50
53663 1 REAL ESTATE/LAND USE- HUNT &S Invoice 10/20/2025 11/19/2025 525.00 525.00 1111-80-6215 53663 2 REAL ESTATE-LAND USE - PD NEW Invoice 10/20/2025 11/19/2025 11,760.00 11,760.00 9670-70-8812 53663 3 REAL ESTATE-LAND USE - CDCR 202 Invoice 10/20/2025 11/19/2025 630.00 630.00 1111-80-6213 Total 53663: 12,915.00 .00 12,15.00
City of lone Unpaid invoice Report Page: 14
Posting period: 11/25 Oct 31, 2025 01:32PM
Invoice Sequence Description Type Invoice Due Invoice Discount Net Invoice GL Acoount Number Date Date Amount Amount Check Amount Number
53664 1 TERTIARY Invoice 10/20/2025 11/19/2025 179.38 179.38 3131-68-6221 Total 53664: 179.38 179.38
53665 1 HR Invoice 10/20/2025 11/19/2025 230.62 230.62 1111-68-6212 Total 53665: 230.62 .00 230.62
53666 1 TERTIARY TREATMENT PLANT Invoice 10/20/2025 11/19/2025 2,122.62 2.122.82 3131-68-6221 Total 53666: 2,122.62 .00 2,122.62
53667 10/20/2025 11/19/2025 2,764.38 2278438 3111-65-6215 Total 53667: 2,764.38 .00 2,764.38
53668 1 A. LAFAYNE-J-BOULDIN WEST LLC Invoice 10/20/2025 11/19/2025 4,053.88 Total 53668: 4,053.88 .00 4,053.88
Total 5915 WHITEBRENNER, LLP: 32,221.70 .00 32,221.70
6195 JESSIE UPSHAW
6715-02 1 OCTOBER 2025 CONTRACTED POSI Invoice 10/31/2025 11/30/2025 2,451.25 2,451.25 1111-85-6216 Total 6715-02: 2,451.25 2.45.25
Total 6195 JESSIE UPSHAW: 2,451.25 2.451.25
6260 DELTA BUILDINGS
0025-00021 1 PROGRESS PAYMENT - HOWARD PA Invoice 10/24/2025 11/23/2025 115,000.00 115,000.00 4511-92-8813 Total 0025-00021: 115,000.00 115,000.00
Total 6260 DELTA BUILDINGS. 115,000.00 115,000.00
6265 GOLDEN VALLEY TOW & TRANSPORT
102420025 1 PW TRUCK WAS VANDALIZED (TIRE Invoice 10/29/2025 11/28/2025 172.35 172.35 1111-92-6202 City of lone Unpaid Invoice Report Page: 15
Posting period: 11/25 Oct 31, 2025 01:32PM
Invoice Sequence Description Invoice Due Invoice Discount Net Invoice GL Account Number Number Date Date Amount Amount Check Amount Number Total 102420025: 172.35 172.35
Total 6265 GOLDEN VALLEY TOW & TRANSPORT: 172.35 .00 172.35 Total: 731,058.93 481,058.93
Grand Totais: 731,058.93 481,058.93
Summary by General Ledger Account Number
GL Account Number Debit Credit
1111-60-6150 230.32 .00 230.32
1111-60-6160 238.25 238.25
1111-65-5211 279.00 .00 279.00
1111-65-5223 113.80 .00 113.80
1111-65-6111 978.36 .00 979.36
1111-65-6160 301.38 .00 301.38
1111-68-6210 9,955.82 00 9,955.82
1111-68-6212 230.62 230.62
1111-68-6221 4,053.88 4,053.88
1111-70-6160 214.00 214.00
1111-75-6160 143.23 .00 143.23
1111-75-6170 1,482.02 1,482.02
1111-80-6213 630.00 630.00
1111-80-6215 525.00 525.00
1111-85-6111 9.31 9.31
1111-85-6216 2,451.25 2,451.25
1111-92-5211 419.40 419.40
1111-92-5223 71.95 71.95
1111-92-6111 32.29 32.29
1111-92-6120 122.65 8 122.65
1111-92-6160 368.47 368.47
1111-92-6170 5,187.96 5,187.96
1111-92-6190 618.81 618.81
1111-92-6191 150.51 150.51
City of lone Unpaid Invoice Report Page: 16
Posting period: 11/25 Oct 31, 2025 01:32PM
Summary by General Ledger Account Number
GL Account Number Debit Credit
1111-92-6201 1,602.62 .00 1,602.62
1111-92-6202 172.35 .00 172.35
1111-94-6215 680.00 .00 680.00
1111-94-6220 12,632.00 .00 12,632.00
2111-65-6160 7.00 .00 7.00
3111-50-6193 3,264.00 3,264.00
3111-65-6160 34.98 .00 34.88
3111-65-6215 2,764.38 2,764.38
3111-92-6170 177.00 .00 177.00
3111-92-6190 43.61 43.61
3111-92-6215 256.00 256.00
3111-92-6220 12,271.00 12,271.00
3111-92-6222 20,550.40 20,550.40
3131-00-2111 462,103.00 712, 103.00- 250,000.00-
3131-65-6160 7.00 7.00
3131-68-6221 2,302.00 2,302.00
3131-92-6160 69.95 .00 69.95
3131-92-6215 168.00 168.00
3131-92-6220 9,954.00 .00 9,954.00
3131-92-6222 482,653.40 .00 482,653.40
4121-67-6160 45.39 .00 45.39
4511-92-6170 4,010.32 4,010.32
4511-92-8813 115,000.00 .00 115,000.00
8221-65-6170 942.16 .00 942.16
8221-92-6170 2,098.38 .00 2,098.38
8221-92-6190 5,030.00 .00 . 5,030.00
9111-65-6215 582.50 .00 582.50
9513-70-6167 1,491.91 .00 1,491.91
9520-50-6114 215.00 .00 215.00
9670-70-5211 807.00 .00 807.00
9670-70-5223 162.25 .00 162.25
9670-70-6111 159.60 159.60
9670-70-6140 813.67 813.67
9670-70-6170 37.83 37.83
9670-70-6202 695.23 43.10- 652.13
9670-70-8812 12,508.86 12,508.86
9675-75-5211 476.50 476.50
9675-75-5223 158.95 158.95
City of lone Unpaid Invoice Report Page: 17
Posting period: 11/25 Oct 31, 2025 01:32PM
Summary by General Ledger Account Number
GL Account Number Debit Credit Net
9675-75-6100 745.53 470.28- 275.25
9675-75-6119 5,420.96 5,420.96
9675-75-6120 60.00 60.00
9675-75-6130 370.64 370.64
9675-75-6160 143.24 143.24
9675-75-6190 88.18 88.18
9675-75-6202 1,067.70 1,067.70
9675-75-6203 21.54 21.54
Grand Totals: 1,193,675.31 712,616.38- 481,058.93
Summary by General Ledger Posting Period
GL Posting Period Debit Credit Net
05/25 353.36 .00 353.36
06/25 4,714.18 .00 4,714.18
07/25 3,158.00 .00 3,158.00
08/25 465,321.00 .00 465,321.00
09/25 39,999.83 470.28- 39,529.55
10/25 677.143.72 712,146.10- 35,002.38-
11/25 2,985.22 .00 2,985.22
Grand Totals:
1,193,675.31 712,616.38- 481,058.93
0f
TONE Agenda Item I. 3.

CITY OF IONE
IONE, CA 95640
DATE: NOVEMBER 4, 2025
TO: IONE CITY COUNICL
FROM: ANDREA BONHAM, FINANCE MANAGER

JANE WRIGHT, FINANCE CONSULTANT
SUBJECT: 2020-21 AUDIT UPDATE
RECOMMENDED ACTION:

That the City Council approve the City of lone's Audited Financial Statements for Fiscal Year ending June 30, 2021 and approve Audit Resolution 2025-36 FISCAL IMPACT:

Audit expenses are budgeted and charged to the general, gas and sewer operations and capital funds.

BACKGROUND:

Governmental entities are required to have a financial audit. A primary reason for an independent audit is to assist decision makers who are affected by financial representations to know whether the information that is provided by management is fair and reliable. As a result, an independent auditor is hired to provide government officials and the public with an unbiased expert opinion as to whether the statements are fairly presented.

In July 2023 the City received the final audit for 2019-20 with the auditors adjusted journal entries (AJEs) that needed to be posted in our financial software, along with the Trial Balance for June 30, 2020. We posted the AJE's and compared the Trial Balance received from the auditors to our financial software and made the necessary corrections. This allowed us to start the 2020- 21 audit with a beginning balance that matches the auditors.

The Interim Preparation List provided by the auditors include items for each of the following categories; cash receipts, cash disbursements, payroll disbursements, risk assessment, capital assets, receivables, liabilities, revenue, interfund transactions, and general information.

During the Interim Preparation portion of the audit, documents are selected by the auditors for City Staff to provide further detailed information.

Staff encountered difficulties with providing the requested items to the auditors as finding hard copies or digital copies has been challenging. We have completed this task with the documents that we could locate.

Richardson & Company, LLP completed the FY 2020-21 audit and Brain Nash, CPA and Partner at Richardson & Company, LLP presented the audit via Zoom to Council om October 21,2025.

Council voted to set approval for the next Council meeting.

DISCUSSION:

Copies will be sent to the Amador County Auditor Controller's Office, the State Controller's Office and Capital One Public Funding, LLC.

ATTACHMENTS:

1.A Auditor Presentation Agenda

1.B City of lone. AFS 2021

1.C City of lone Management Letter 2021

1.D City of lone Governance Letter 2021

1.E City of lone App Limit Report 2021

1.F Audit Resolution 2025-36
RESOLUTION NO. 2025-36

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF IONE ACCEPTING THE FISCAL YEAR 2019-2020 INDEPENDENT AUDITOR'S REPORT
WHEREAS, Richardson & Company LLP, Certified Public Accountants, submitted the Fiscal Year 2020-2021 Independent Auditor's Report to the Mayor and City Council on October 21, WHEREAS, the Council has reviewed the Fiscal Year 2020-2021 Audit Report and is satisfied that it can be accepted.

NOW, THEREFORE BE IT RESOLVED, by the City Council of the City of lone the following:

The City Council accepts the Independent Auditor's report as final; and Authorizes staff to send the accepted audit as required by law to the County Auditor Controller and California State Controller's Office.

The foregoing resolution was duly introduced and adopted by the City Council of the City of lone at their meeting held on November 7, 2025 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Stacy Rhoades, Mayor
Attest:

Janice Traverso, City Clerk
OF
Agenda Item I. 4.

CITY OF IONE
IONE, CA 95640
DATE: NOVEMBER 4, 2025
TO: THE HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL FROM: ANDREA BONHAM, FINANCE MANAGER
SUBJECT: RECOMMENDED FY 2025-26 BUDGET AMENDMENT FOR

PURCHASE OF FIRE RESCUE TRUCK
RECOMMENDED ACTION:

Adopt Resolution 2025-26, A Resolution of the City Council of the City of lone Authorizing Budget Amendment to the Fiscal Year 2025-26 Capital Budget FISCAL IMPACT:

Decrease of $65,000 to "Restricted Fire, Capital Equipment" account # 9675-75-8814.

The fund 9675) balance as of 6.30.25 was $629,600.

BACKGROUND:

The City of lone Fire Department is part of the Master Mutual Program with the State of California. The Fire Department receives funds when requests for mutual aid are received from the State or Federal agencies. The Fire Department uses these funds to upgrade or repair equipment that may be damaged during deployments.

DISCUSSION:

At the regularly scheduled meeting of the lone City Council on Tuesday, October 21", the lone City Council discussed and voted on Agenda Item J3 "Purchase of a Replacement Rescue Truck". The motion passed 4 - 0.

A budget amendment is needed to ensure the FY 2025-26 budget reflects the approved purchase.

ATTACHMENTS:

A. Resolution 2025-37 Budget Amendment
RESOLUTION 2025-37

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF IONE AUTHORIZING A BUDGET AMENDMENT TO THE FISCAL YEAR 2025-2026 OPERATING AND

CAPTIAL BUDGET
WHEREAS, the City Council of the City of lone adopted its Fiscal Year Operating and Capital Budget for 2025-2026; and
WHEREAS, from time to time it is necessary to amend the Budget; and WHEREAS, the City Council of the City of lone has a purchase of a Fire Rescue Vehicle at the October 21, 2025 City Council meeting; and
WHEREAS, the 2025-26 Operating Budget needs to be revised to add $65,000 for purchase of Fire Rescue Vehicle and fess associated with tax, license and transportation.

NOW, THEREFORE BE IT RESOLVED, by the City Council of the City of Ione the following changes shall be incorporated into the 2025-2026 Operating and Capital Budget:

Description Fund Fund Description Fund Balance Amount
6/30/25
Fire Rescue 7695 Restricted Fire $629,600 65,000.00
Cap Exp Equipment
TOTAL $ 65,000
The foregoing Resolution was duly passed introduced and adopted by the City Council of the City of lone at their regular meeting held on November 4, 2025, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

Stacy Rhoades, Mayor
Attest:

Janice Traverso, City Clerk
Agenda Item K. 1.

CITY OF IOV
ION/:. C1 956400
DATE: NOVEMBER 4, 2025
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
REQUEST FROM: MAYOR RHOADES
PREPARED BY: JOSH VARINSKY, CITY ATTORNEY
SUBJECT: RESOLUTION ADOPTING NEW POLICY FOR USE OF CITY

ATTORNEY AND COMMUNICATIONS BETWEEN CITY

COUNCIL AND THE CITY ATTORNEY
This agenda item was requested by Mayor Rhodes.

BACKGROUND / DISCUSSION:

The City Council appoints a City Attorney by contractual arrangement where City Attorney services are charged on a time and materials basis.

It is in the interest of the City to engage and use the services of the City Attorney in a manner that maximizes the time and resources of the City Attorney, and that avoids overuse or improper use of City Attorney services.

Mandal and fury coastie nearer pole in the A Conse Protocol Manual (Protocol Pursuant to the Protocol Manual, the City Attorney's services are engaged and directed through the City Manager, and individual Councilmembers may seek advice or assistance from the City Attorney on other matters exercising best judgment on the most efficient and appropriate use of resources. (Attachment 1)
The attached Resolution would clarify and establish that engaging and directing the City Attorney shall be done through the Mayor, City Manager, and City employees only. As stated in the attached resolution (Attachment 2), other Councilmembers may only directly contact or request counsel of the City Attorney in the following circumstances:

To consult and advise on personal conflicts of interest for anticipated City Council actions, in order to maintain compliance with the Political Reform Act (Government Code, § 81000 et seq.) and regulations of the Fair Political Practices Commission (California Code of Regulations, Title 2, § 18700, et seq.). Allegations or concerns regarding alleged conflicts of other City Councilmembers shall be directed through the Mayor or the City Manager; To report or request advice regarding allegations of criminal conduct on the part of any elected City official or City employee. "Criminal conduct" shall refer to an act committed or omitted in violation of a law forbidding or commanding it, punishable by imprisonment, fine, removal from office, or disqualification from office. (Penal Code, § 15.) "Criminal conduct" shall not refer to administrative infractions or conduct subject only to civil liability.

In all other circumstances, unless authorized by a majority of the City Council, requests and direction of the City Attorney shall be conducted through the Mayor, City Manager, and City employees.

The Council may consider the current policy and the proposed Resolution, which would further limit individual Councilmembers' ability to use the time and services of the City Attorney.

ATTACHMENTS:

1. Excerpt from City Council Protocol Manual

2. Resolution No. 2025-38

CITY OF IONE CITY COUNCIL PROTOCOL MANUAL

7.05 City Council/City Staff Relationship
City Councilmember contact with City staff members, inclusive of the City Manager, will be during regular business hours, except in the case of an emergency.

7.06 City Council/City Attorney Relationship
Pursuant to recommendation of the City Manager, the City Council shall make provision for City officers and employees with respect to any legal question involving an official duty or any Attorney are to:

1. Provide legal assistance necessary for formulation and implementation of legislative policies and projects;
Represent the City's interest, as determined by the City Council, in litigation, administrative hearings, negotiations, and similar proceedings;

3. Prepare or approve as to form ordinances, resolutions, contracts, and other legal documents to best reflect and implement the purposes and intentions of the City Council; and

4. Keep City Council and staff apprised of court rulings and legislation affecting the legal interest of the City.

It is important to note that the City Attorney does not represent individual members of the Council, but rather the City Council as a whole. Accordingly, with the exception of conflict of interest inquiries, in questions involving pending or upcoming matters, or protocol and procedure, the City Attorney's services are engaged and directed through the City Manager. Individual Councilmembers may seek advice or assistance from the City Attorney on other matters exercising best judgment on the most efficient and appropriate use of her resources. The City Attorney's performance is reviewed as provided by the services retention contract.

7.07 Roles and Information Flow
A. Council Roles
The full City Council retains the authority to accept, reject, or amend the staff recommendation on policy matters.

Members of the City Council must avoid intrusion into those areas that are the responsibility of

Page 25 ends

RESOLUTION NO. 2025-38

A RESOLUTION OF THE IONE CITY COUNCIL

ESTABLISHING POLICY FOR USE OF CITY ATTORNEY AND

COMMUNICATIONS BETWEEN THE CITY COUNCIL AND THE CITY ATTORNEY WHEREAS, the City of lone City Council ("City Council") appoints a City Attorney by contractual arrangement for professional services; and
WHEREAS, the City maintains and follows the City of lone City Council Protocol Manual ("Protocol Manual") setting forth the City Council/City Attorney relationship; and and dired trous, pure it in fret, and Maidual Country mice reneged assistance from the City Attorney on other matters exercising best judgment on the most efficient and appropriate use of resources; and
WHEREAS, concerns have arisen among the City Council regarding overuse or improper use of City Attorney time; and
WHEREAS, in the interest of conserving City resources, the City Council desires to further clarify engagement of City Attorney services and communications between Councilmembers and the City Attorney; and
WHEREAS, the purpose of this Resolution is to clarify and establish a policy for use of City Attorney time and communications between the City Council and the City Attorney.

NOW, THEREFORE, BE IT RESOLVED by the City of lone City Council as follows:

1. The City Attorney's services shall only be engaged and directed through the Mayor, City Manager, or City employees.

2. Unless authorized by the City Council, City Councilmembers shall not contact the City Attorney except in the following circumstances:
a. To consult and advise on personal conflicts of interest for anticipated City Council actions, in order to maintain compliance with the Political Reform Act (Government Code, § 81000 et seq.) and regulations of the Fair Political Practices Commission (California Code of Regulations, Title 2, § 18700, et seq.). Allegations or concerns regarding alleged conflicts of other City Councilmembers shall be directed through the Mayor or the City Manager. b. To report or request advice regarding allegations of criminal conduct on the part of any elected City official or City employee. "Criminal conduct" shall refer to an act committed or omitted in violation of a law forbidding or commanding it, punishable by imprisonment, fine, removal from office, or disqualification from office. (Penal Code, § 15.) "Criminal conduct" shall not refer to administrative

PASSED AND ADOPTED AT A REGULAR MEETING OF THE CITY COUNCIL OF

THE CITY OF IONE ON THE DAY OF BY THE
FOLLOWING VOTE:

AYES:

NOES:

ABSTAIN:

ABSENT:

APPROVED:

Stacy Rhoades, Mayor
ATTEST:

Janice Traverso, City Clerk
Janice Traverso
Agenda Item K. 2.

From: Hold, Howard@Waterboards < [email protected]> Sent: Friday, August 22, 2025 3:30 PM
To: Baum, John@Waterboards; Murphy, John@Waterboards; Armstrong, Scott@Waterboards; Kelsch, Madeline@Waterboards
Subject: FW: Observed Hazardous Waste Dumping and Cancer Clusters in lone, California.

Attachments: ponds.pdf; Logan Wilkerson.pdf
FYI
From: Scully Agency <[email protected]>
Sent: Friday, August 22, 2025 3:25 PM
To: Hold, Howard@Waterboards <[email protected]»; [email protected]; James Scully <[email protected]>; Jon Alfred <[email protected]>; [email protected]; Todd Riebe <[email protected]>
Cc: David Anderson <[email protected]>; Jack Mitchell <[email protected]>; Stacy Rhoades <[email protected]>; [email protected]; Janice Traverso<[email protected]>; [email protected]; [email protected];[email protected]; [email protected]; KVGC <[email protected]>; Gene Riddle <[email protected]>; George Lee <[email protected]>; [email protected]; [email protected] Subject: Re: Observed Hazardous Waste Dumping and Cancer Clusters in lone, California.

Caution: External Email. Use caution when clicking links or opening attachments. When in doubt, contact DIT or use the Phish Alert Button.

Good Afternoon Mr. Hold,
Please see the attached.

On Aug. 5 2025 West Yost provided the the town with a presentation (ponds); more or less confirming out allegations, that IONE, CDCR and the GOLF COURSE have been using the golf course ponds and play fields for waste water dumping. Your own prior papers citing the hazardous waste propogation. (Elements:
• A person
• Knowingly
• Treats, stores, or disposes of a hazardous waste without a permit Statute: 42 U.S.C. 6928(d)(2)(A)
Penalty:
• 5 years and/or up to $50,000 per day violation
• Penalties double for subsequent violations
Relevant Regulations:40 C.F.R. 260 - 265
1 :https://www.epa.gov/enforcement/criminal-provisions-resource-conservation-and-recovery-act-rcra) Additionally, a fourth child with a rare cancer has been locally reported. (Logan Wilkerson) Adding to my previous allegations, I have updated the distribution and victim map to account for the new information.

Spyglass Dr. and Edgebrook Dr. have been highligted in green. With Logan's block. Poor kids live in a waste lagoon if you ask me.

Again:

The smaller rings represent an area with a .3 mile radius. The larger rings represent an area with a.6 mile radius. Both centered on the Edgebrook and Sypglass areas.

Perry Earl Park and the Hole 13 Green had been added as exposure sites.

But the Violet In./Manor Dr. Mystery hole which discharged into the drainage ditch along the railroad are added to the map.

I havd finally added the Lake I overflow points as well as the 2020 drainage pipe which appears to be a mailine from CDCR to the golf course as well.

The Map, and photos of my observations will follow shorty.

In all other regards, I hope you have been well.

Please notice how the color of the water changes as it is treated.

IF what was recorded on Hole 13 was tertiary or treated water, why is it the same color as the first incoming pond? Why is it the same color as the dumping in Mule Creek? Howard, Please expect PRAs.

Have a great weekend.

From: Scully Agency <[email protected]>
Sent: Wednesday, June 4, 2025 3:26 PM
To: Howard Hold <howard. [email protected]»; [email protected] <[email protected]>;James Scully <[email protected]>; Jon Alfred < [email protected]>; [email protected] <[email protected]>; Todd Riebe < [email protected]> Cc: David Anderson <[email protected]>; Jack Mitchell <[email protected]>; Stacy Rhoades <[email protected]>; [email protected] <[email protected]>; Janice Traverso <[email protected]>; [email protected] <[email protected]>;[email protected]<[email protected]>;imitchell@ione- ca.com <[email protected]>; [email protected] <[email protected]>; KVGC <[email protected]>; Gene Riddle <[email protected]>; George Lee <[email protected]>; [email protected]<[email protected]>; [email protected] <[email protected]> Subject: Re: Observed Hazardous Waste Dumping and Cancer Clusters in lone, California. https://www.youtube.com/watch?v=Ycn5FXB26NY
Bioshock Infinite 28 - Will the Circle Be Unbroken
I've never been one for breaking copyright law, but I thought this song was too good not to share. This is song 28 on the Bioshock Infinite digital soundtrack that came with the Ultimate Songbird Edition and is the song Will the Circle Be Unbroken sung by Elizabeth in the game. www.youtube.com
From: Scully Agency <[email protected]>
Sent: Wednesday, June 4, 2025 3:25 PM
To: Howard Hold <[email protected]>; [email protected]<[email protected]>; James Scully <[email protected]>; Jon Alfred <[email protected]>; [email protected] <[email protected]>; Todd Riebe <[email protected]> Cc: David Anderson < [email protected]>; Jack Mitchell < [email protected]>; Stacy Rhoades <[email protected]>; [email protected] <[email protected]>; Janice Traverso < [email protected]>; 3 [email protected] <[email protected]>; [email protected] <[email protected]>; imitchell@ione- ca.com <[email protected]>; [email protected] <[email protected]>; KVGC <[email protected]>; Gene Riddle [email protected]>; George Lee <[email protected]>; [email protected] <[email protected]>; [email protected] <[email protected]>
Subject: Re: Observed Hazardous Waste Dumping and Cancer Clusters in lone, California.

Good afternoon Mr. Hold,
Please see the attached.

The first is an article from the local newspaper regarding 2 children with cancer on Edgebrook Dr., lone. A third child has already expired, but I am unaware of the residences directly. Still, Edgebrook Dr. is a small road, a little over half a mile.

The second article is about issues from the Mule Creek Prisoners, about the same health matters. (https://theappeal.org/mule-creek-drinking-Water/ Emily Nonko. "If You Want to Live, Don't Drink the Water" - The
Appeal
Topics. Policing; Pretrial; Prosecution; Punishment; Criminalization; Politics; Alternatives; Newsletter "If You Want to Live, Don't Drink the Water" After mystery illnesses and toxic reports, prisoners at California's Mule Creek State Prison worry their water is killing them. theappeal.org
Besides Sutter Creek, Perry A. Earl Park (https://maps.app.goo.gl/YVaK9sP2QxXRX3gE7), is the nearest playground for children and young families in that area of lone. property=
property=
maps.app.goo.gl
Within a . 3 mile radius of Edgebrook Dr. is the park, and within a .6 mile radius was the documented dumping activity at Hole 13. I have attached and updated my dumping observation map.

The smaller ring represents an area with a .3 mile radius. The larger ring represents an area with a .6 mile radius. Both centered on the Edgebrook area.

Perry Earl Park and the Hole 13 Green are the more likely exposure sites. But the Violet In./Manor Dr. Mystery hole which discharged into the drainage ditch along the railroad is also in range.

Both are documented with Prison discharges from 2017 into 2023. All sites of course still being used by residents for recreation.

Also, the elevation suggests that the concentrations would be higher in these points, given pre-rain water dilution. The attached photo of the lone WWTP processing ponds shows the same colors in POND 1. (The first recieving solution).

SO, it pretty much appears from the evidence, already provided, that Ione and the Golf Course were using Hole 13 as a pass through pond to the street storm system. Literally flooding out a persons home, and running hazardous industrial waste down the street, to the park, and then out to the creeks via the storm drains. For at least 6 years or so.

Is Amador County Health going to doing anything? or are you putting this in your reports with the state? Thank you for your time and attention.

And give my best to your boss Kari Holmes, without her, none of this could have been possible. 6 In fact, I dedicate photo DJI_0940 to the Water Board.

Sincerely,
-Timothy Scully
AUG 5: 12:

PUBLIC RECORDS REQUEST
BY: .

CITY OF IONE
City Clerk's Office
1E. Main Street
Ione, CA 95640
209-274-2412, Ext. 102
Date of Request:_ 8.8.25
Requested by: J. SCULLY
Mailing Address:

Phone: 201-366-4765
signature: flut
Information Needed (Please be very specific).

CODY GE THE DIAGRAM PRESENTED BY CGRES
(WEST YOST) SHOWING & IDENMEIINGO ALL CE THE
PONDS OR "LAKES" ON THE SASTLE CIES COOLF COURSE
California Government Code Section 6256. Right to copy of identifiable public records; Lime Limits. "Any person may receive a copy of any identifiable public recora or copy thereo). Upon request, any exact copy shall be provided unles impracticable to do so. Computer data shall be provided in a form determined by the agency. Each agency, upon any request for a copy of records, shall determine within 10 days after receipt of such request, whether to comply with the request and shall immediately notify the person making the request of such determination and the reasons therefore."
Cost Per Copy: $3.60 First Five Pages, S.45 for each additional page Completed by:

Date Completed:

Total Pages:

Mailed:

Picked Up:

Research Records-
Department:_ •
Total Cost:
•
•
W
WEST •YOST
Water. Engineered
Regulatory Update
August 5, 2025
Presentation Overview
• Water Balance Update
• Title 22 Report Update
• Cleanup and Abatement Order Update
WEST YOST Required Improvements to Golf Course | August 5, 2025 Water Balance Update
• City required to submit two water balances in December 2024 • Combined with ARSA: ARSA system and Castle Oaks Golf Course • Individual: City WWTP
• Regional Board comments in Feb 2025
• Combined with ARSA: Overflows from ponds on Golf Course are not allowed • Individual: No percolation from Ponds 6 and 7 allowed • Revised water balance submitted
• Regional Board comments in May 2025
WEST YOST Required improvements to Golf Course i Augusts, 2025 Overflow from Golf Course Lake I
• Regional Board noted in Feb 2025 letter that
• Water balance included overflow from Lake I into Mule Creek • This is an unpermitted discharge
• Discharge from Lake I must cease immediately
• The water balance must be updated accordingly
• The City committed to eliminating this discharge in Feb 2025 letter • May 2025: Regional Board required a corrective action plan (Workplan) be submitted by August 11
• Workplan must detail actions that will be taken to prevent discharges from Lake | to Mule Creek
WEST YOST Required Inprovements to Golf Course 1 August 5, 2025 Current Golf Course Recycled Water Storage and Irrigation System Castle Oaks Water
Reclamation Facility LEGEND
Recycled Water
-- Storm/Recycled Water
Irrigated ---- Storm Water Only
Area LAKE A
To Golf Course
Irrigation Pump
Station LAKES
B- H
Overflow to LAKE I
Mule Creek
WEST YOST Regured improvements to Golf Course f August 5, 2025 «LakeA
Lake D
Lake eel
Lake 5 Lakee
Layout
Lake G
Lake H
Lakel
WEST YOST Required improvements to Golf Course J August 5, 2025 Required Improvements
• Remove Lake I overflow to Mule Creek
• Disconnect Lakes A-H from Lake | •
• Disconnect Lake A from COWRF recycled water supply
• Connect Lake H overflow to the existing outfall to Mule Creek
(to allow for stormwater discharges)
WEST YOST •Hoqured improvements to Golf Course | August 5, 2025 After Improvements
To Golf Course LEGEND
Castle Oaks Water Irrigated
LAKE I → - Recycled Water
Reclamation Facility Area
Irrigation *- Storm Water Only
Pump Station
Stormwater
LAKES → Overflow to
Runoff LAKE A
B- H Mule Creek
WEST YOST Required Improvements to Golt Course 1 August S, 2025 Evaluations Required to Support Design
of Golf Course Lake Improvements
• Define local runoff to Lake | to determine the maximum water levels at the end of the irrigation season that would prevent overflow in significant rainfall years
• Evaluate stormwater system around Lake A-H to confirm modifications will not result in flooding of Golf Course and surrounding homes
WEST YOST ed improvements to Golf Course 1 Augusts, 2025 Proposed Interim Actions
• Eliminate recycled water discharges to Lake A
• Eliminate potable water discharges to Lake I
• COWRF and Golf Course to work closely together to
ensure water levels in Lake I are as low as possible at end of irrigation season
WEST YOST Required improvements to Golf Course | August 5, 2025 :10 Timeline for Completing Improvements
• FY 25/26
• August 11, 2025: Submit Workplan to Regional Board
• September 2025: Meet with Regional Board to confirm workplan approach • October 2025: City approves task order for mapping, site studies, modeling and preliminary design
• April 2026: Preliminary design complete
• FY 26/27
• June 2027: Design complete
• FY 27/28 and FY 28/29
• November 2028: Construction complete
WEST YOST Required Improvements to Golf Course | August 5, 2025 Schedule Overview and Estimated Costs
• FY 25/26: Complete studies and preliminary design (~$60,000) • FY 26/27: Complete design (~$150,000 - $200,000)
• FY 27/28 and FY 28/29: Complete construction (~$3 to $5 million) • Cost depends on what improvements are needed
• Preliminary Design will define necessary improvements WEST YOST Required improvements to Golf course I August 5, 2025 Individual Water Balance (WWTP)
• Significant lack of disposal capacity: approximately 700 acre-feet annually
• Formal discussions have been initiated with Central Valley Water Board staff and the State Water Board's Office of Enforcement to develop a pathway toward achieving long-term compliance • City is seeking funding for required studies
• No timeline has been established for this work
WEST YOST Required improvements to Golf Course 1 August 5, 2025 13 Title 22 Update
• Draft Title 22 and Tracer Study Report Submitted May 2025 • Comments Received on Tracer Study Report
• Flow meter required for influent to contact basin
• Can treat effluent flows up to 1.2 million gallons per day • Updated programming for CCB operations
• Still waiting for input on Draft Title 22 Report
AWEST YOST Required improvements to Goif Course | August 5, 2025 Clean Up and Abatement Order Update
• Order addresses historical biosolids storage south of treatment ponds • Regional Board required additional monitoring in Q1/Q2 2025 • Monitoring Completed
• Revised Report in Progress - Submitted by End of Augus WEST YOST Required Improvements to Golf Course | August 5, 2025 '15 Ione boy inspires community with
resilience amidst cancer battle
By Mia Huss
For Ledger Dispatch erds pust year, logar hus faced challenges so child should ever have to endure.

Kasey Wilkerson of lone He is the bravest person we know! would give the world for Kasey Wilkerson
her soon-to-be 13-year- On her son Logan and his ongoing cancer fight old son Logan, but believes
a simple act of kindness is year, it's a tribute to his invited to come help make enough to bring him some courage and to everyone this birthday wish come cheer on his birthday as he who has stood beside us true for Logan Wilkerson continues his fight with a along the way,' » Kasey by participating in a said. "We are deeply celebration in his honor
COURTESY PHOTO rare and aggressive brain grateful for the incredible Logan Wilkerson showing off his indomitable support of our communi- on Sunday, August 17 at positive spirit and Star Wars BB-8 figurine. "This birthday isn't just 11 a.m. at 4789 Spyglass a celebration of another Community members are See Logan, Page A6 Back from Opening
the 'dead'! doors! MARKET PLACE
Amador High School Amador College Check out Amador
gym floor renovation Connect hosts first and Calaveras
repairs court's K16 Collaborative Counties' trusted
infamous 'dead spots.' Commencement source for classifieds.

Celebration.

PAGE A7 PAGE CI
PAGE B1

FRIDAY, AUG
Center (UCSF). is the strongest young
From Page A1 Through it all, includ- man that I have met in ing a recent loss of mo- my entire life. He has
Drive in the Castle Oaks bility that has left Logan been through so much confined to a wheelchair, pain, ery difficult rest,
housing development, Logan's older sister Lily
where Logan lives. Stern, his father Matt ments all as a child, and • "We are inviting Wilkerson and his mom yet he has persevered members of the commu- Kasey have been by his with absolute grace, nity to drive or walk by side, drawing inspiration humility and a sense of Logan's home to cele- from his resiliency. humor that always com- brate his birthday and "This past year, Logan fom everyone around surround him with love has faced challenges no
and support," fami- child should ever have Rouen said she is ly friend Pam DeWitt to endure," said Kasey proud of the communi- said. "We hope to fill Wilkerson, who works as ty, which has supported the street with smiling a teacher in the Amador Logan and his family faces, signs, balloons County Unified School in many ways, but in and heartfelt encourage- District (ACUSD). "He particular through a ment to lift his spirits is the bravest person GoFundMe fundraiser and remind him that he we know. Every day, he set up by another family is deeply cared for." confronts obstacles most friend who knows what Logan Wilkerson and people can't imagine, the struggles of child- his family received the and vet his strength and hood cancer are like. difficult news of his determination continue Ashley Costello, whose cancer diagnosis in 2024 to inspire us all." young son is also bat- after a typical childhood Logan's story has tling cancer, set up injury in the pool. Now, touched a multitude a GoFundMe for the Logan is the first child of community mem- Wilkerson family, which to go through a clin- bers, including Kasey's has raised more than ical trial treatment at co-workers at ACUSD, $15,000 since May of University of California who have rallied sup-
San Francisco Medical. "Since Logan's initial
portfor the wikh time, dia nears at eugent,
moved by the family's
RANCHERIA resilience, strength and ersoing wollen sa wilk- perseverance.

Bingo "I am truly inspired by "Logan and his parents
Logan and the Wilkerson continually rise above
" family friend the daunting news and
Tacy Rouen said. "Logan statistics, pushing with

DALTON HALL BINGO
Bingo Hours of Operation:
;UST 8, 2025 of LEDGER DISPATCH
all their might to do ev- strength. In my office, Logan Wilkerson and his erything they can and to he once took simple family by coming to his keep hope enduring." Play-Doh, not even 13th birthday celebration With the family travel- real clay, and shaped it at 11 a.m. on Sunday, ling to and from treat- into miniature figures, August 17. Bring bal- ment and parents taking letting it air-dry and loons, colorful signs or off work, Logan's diag- painting them with such just a positive spirit and nosis has faken a finan- skill that other students show support by driving cial toll on the family. were in awe. or walking by his house If anyone is interested "Despite the physical
in learning more about and emotional toll of at 4789 Spyglass Drive Logan's progress and cancer treatments, the in the Castle Oaks hous- donating, visit the baldness, the limp, the ing development in lone.

GoFundMe site at go- fatigue, Logan insisted "please join us in con- fundme.com/f/stand- on going back to ju- tinuing to support our with-kasey-and-matt- nior high school, even local hero, Logan, and for-logans-healing. part-time for a short his family at his drive- Community members time. That's the kind of by birthday celebration and family friends all determination and love
speak highly of Logan of life he brings into and beyond during their and his amazing talents, everything he does. He's journey down a long including his artwork. never lost his gentle na- winding road of uncer- This year, he submit- ture or his creativity." tainty, with impending ted three pieces to the Like most kids, Logan challenges and opportu- Amador County Fair, loves Disney and spend- nities that call us to rally which his mom said is a ing time with his family, around them, enfold tradition. and he's known for his them in our hearts,"
DeWitt is a counselor positive attitude and Rouen said. at ACUSD and said she's wit, even while battling
To learn more about
"I often find myself Logan's cancer fight and
stunned at the Wilk- receive updates, go 'Like'
t lone Elementary School erson's ability to focus the Love for Logan Iy and lone Junior High on letting Logan just be Facebook page (@love. a kid, while also sur- for.logan.2025). To make
"Logan is a remark- rounding him with fam- a donation in support of T able child," DeWitt ily, hope and love during Logan and his family, ] said. "Long before his this difficult time,'
diagnosis, he stood out visit gofundme.com/f/
Come celebrate the stand-with-kasey-and-
resilience and spirit of matt-for-logans-healing.
350 wulus, ane res eneluue snn-
From: Lames Scully
To: [email protected]; [email protected]; Crovie, Kenny@Waterboards; Hold, Howard@Waterboards; [email protected]: [email protected]; [email protected]; [email protected]: Janice Traverse: Gene Riddle: Larry Rhoades; George Lee; Stacy Rhoades Subject: Fwd: Fw: PRA Request received 1.20.2023 - City of Ione Date: Tuesday, February 4, 2025 1:53:18 PM
Attachments: David Anderson Response, pdf
CK 3329 Breakdewn.edt
SK 3322 pdf
Sewer Line From COWRE Te lone WWTPedf
Caution: External Email. Use caution when clicking links or opening attachments. When in doubt, contact DIT or use the Phish Alert Button.

So what you are saying Kenny, is that the water may not have gone to Perry Earl Park? But to Lake 1?
Who paid for all of this?
Maybe someone should ask.
-- Forwarded message ----
From: David Anderson <[email protected]>
Date: Tue, Jan 31, 2023 at 4:40 PM
Subject: Fw: PRA Request received 1.20.2023 - City of lone To: Jack Mitchell <[email protected]>, Greg Morris <[email protected]>, James Scully <[email protected]>, Scully Agency < [email protected]>, Mindi Anderson <[email protected]>, Larry Rhoades <[email protected]>, Sally Barron < [email protected]>
What a coincidence that lone uses 2 million gallons of water a month which is exactly what Atlan was accused of taking for the golf course without permission. --- Forwarded Message --
From: Kellie Haigh <[email protected]>
To: David Anderson <[email protected]>
Sent: Monday, January 30, 2023 at 09:45:21 AM PST
Subject: re: PRA Request received 1.20.2023 - City of lone Please see attached response and records regarding the above referenced PRA request.

Kellie Haigh

LEGAL ASSISTANT
t: 530.691.0900 C 530.001.0700
2240 Conct St. Redding CA V6001
WWW.PRENTICELONGPC.COM
prentice LONG×
prentice LONG.

A LAW FIRM FOUNDED ON THE

PRINCIPLE OF SERVICE
Michelle Nasise
[email protected]
January 30, 2023
**Via Email: [email protected]**
David Anderson
[email protected]
Re: PRA Requests received January 20, 2023
Dear Mr. Anderson:

This firm serves as the City Attorney for the City of lone. Please accept this as the City's response to the above-referenced Public Records Act request. Below is a summary of your requests and the City's specific response to each of those requests.

Request #1: (January 17, 2023) "On July 22, 2022, Mr. Atlan sent an email to Larry McKinney, General Manager of Amador Water Agency, asking if the Golf Course could buy one million gallons of water to augment the irrigation needs of the Castle Oaks Golf Course. Mr. McKinney denied the request indicating that AWA was challenged in supplying the customers of AWA and that no water could be spared. There are unsubstantiated rumors that the golf course in fact took 2 million gallons in the time between Mr. Atlan's request and the time Mr. McKinney responded and denied his request. Mr. McKinney responded in early October, 2022. Fast forward to the December 6, 2022 lone City Council meeting where the City voted to approve paying an invoice from AWA the amount of $10,168.08 for service applicable to 1600 West Marlette.

The warrant was made out on November 22 with check number #3329. Why was the amount of water use so great as to justify a water bill of $10,168.08? Is this amount in any way associated with irrigation use at Castle Oaks Golf Course? Please consider this a Public Records Act request."
2240 Court St. Redding CA 96001 t: (530) 691-0800 f: (530) 691-0700 | 5707 North Palm Ave. #103, Fresno CA 93704 PRENTICELONGPC.COM
prentice|LONG.

A LAW FIRM FOUNDED ON THE

PRINCIPLE OF SERVICE
Response #1: After a diligent search and reasonable inquiry, the City of lone does not have an existing record that summarizes the requested information, nor does it have the capability to conduct an automated search for the specified data. As such, your request is essentially seeking information, rather than records, and does not fall under the requirements of the Public Records Act.

Furthermore, the City of lone finds the above-mentioned request to be vague, and is not focused and specific as required by the PRA. In Rogers v. Superior Court (1993) 19 Cal.App.4th 469, 481, the court found that an unfocused request is onerous anc burdensome to the public agency when they found "[ilt is the nonspecific and unfocused nature of the request which is dispositive." Thus, PRA requests must reasonably describe identifiable records and a request that is so open-ended that it amounts to asking for all of a department's files is not reasonable. (Gov. Code, § 6253(b); see Cal. First Amend. Coalition v. Superior Court, 67 Cal.App.4t 159, 166).) However, as an accommodation, the City of lone is providing the following responsive records, attached hereto in PDF format: "CHK 3329 Breakdown" (5 pages); and "CK 3329" (1 page). The City has no additional records to provide, but remains available to respond should you submit the requisite focused request that will assist in identifying the specific documents you require (Gov. Code § 6253.1).

Request #2: (January 19, 2023) "The City of lone operates the Tertiary Treatment Plant in fairly close proximity to the City's Waste Water Treatment Plant. Does the Tertiary Treatment Plant dispose of their backwash at the Waste Water Treatment Plant or is it dumped into the adjacent creek? What size is the sewage pipe that connects the Tertiary Treatment Plant to the Waste Water Treatment Plant? Please provide a plan view of the orientation of that pipe between the Tertiary Treatment Plant and the Waste Water Treatment Plant. Please provide a plan view of the sewage pipe owned and operated by California Department of Corrections and Rehabilitation that lays between the Tertiary Treatment Plant and the Waste Water Treatment Plant. No authority has ever been issued to either the City of lone or the California Department of Corrections and Rehabilitation (CDCR) to dispose of secondary treated effluent from Mule Creek Prison at any City of lone Waste Treatment facility. No environmental study has ever been conducted in accordance with California State Law (CEQA) to allow such disposal. Woodard Bottom has also never been permitted to dispose of secondary treated effluent or has Woodard Bottom been the subject of an environmental 2240 Court St. Redding CA 96001 t: (530) 691-0800 f: (530) 691-0700 | 5707 North Palm Ave. #103, Fresno CA 93704 PRENTICELONGPC.COM
prentice|LONG×

A LAW FIRM FOUNDED ON THE

PRINCIPLE OF SERVICE
study to allow waste disposal. So why did the City of lone grant permission to CDCR to construct a disposal pipeline from Mule Creek State Prison to Woodard Bottom?" Response #2: After a diligent search and reasonable inquiry, the City of lone does not nave an existing record that summarizes the requested information, nor does it hav the capability to conduct an automated search for the specified data. As such, your request is essentially seeking information, rather than records, and does not fall under the requirements of the Public Records Act. However, as an accommodation, the City is providing the following responsive record attached hereto in PDF format "Sewel The City of lone considers your request complete. If you have any questions or wish to discuss this matter further, please do not hesitate to contact our office.

Regards,

PRENTICE LONG, PC
Michelle Nasise
• CC: Michael Rock, Interim City Manager, City of lone
Chris Hancock, Finance Manager, City of lone
2240 Court St. Redding CA 96001 t: (530) 691-0800 {: (530) 691-0700 | 5707 North Palm Ave. #103, Fresno CA 93704 PRENTICELONGPC.COM
City of lone Invoice Report by GL Account - 2019-2020 Page: 1 Report dates: 10/22 - 07/23 Jan 23, 2023 01:15PM
Vendor # Vendor Name
Invoice # Seq. # Description Invoice Amount GL Account Activity # Ck # GL Period Number
1111756170
315 AMADOR WATER AGENCY
220111 10 005018-018 FIRE STATION #2 174.50 1111756170 3329 11/22 315 AMADOR WATER AGENCY
220111 13 005018-002 FIRE STATION #1 64.18 1111756170 3329 11/22 Total 1111756170: 238.68
2 1111926170
315 AMADOR WATER AGENCY
220111 005018-001 RAW WATER HOWARD PARK 5,548.20 1111926170 3329 10122 315 AMADOR WATER AGENCY
220111 3 005018-009 431 QUAILHOLLOW DR 213.90 1111926170 3329 11/22 315 AMADOR WATER AGENCY
220111 8 005018-005 OAKRIDGE DR 604.27 1111926170 3329 11/22 315 AMADOR WATER AGENCY
220111 9 005018-013 MAIN & SACRAMENTO 64.18 1111926170 3329 11/22 315 AMADOR WATER AGENCY
220111 11 005018-004 OAKRIDGE DR 103.58 1111926170 3329 11/22 315 AMADOR WATER AGENCY
220111 14 005018-010 PERRY EARL PARK 186.32 1111926170 3329 11/22 315 AMADOR WATER AGENCY
220111 15 005018-008 437 QUAILHOLLOW DR 217.84 1111926170 3329 11/22 315 AMADOR WATER AGENCY
220111 16 005018-016 HOWARD PK 461.69 1111926170 3329 11/22 315 AMADOR WATER AGENCY
220111 17 005018-014 MARLETTE & MILL ST 64.18 1111926170 3329 11/22 City of lone Invoice Report by GL Account - 2019-2020 Page 2 Report dates: 10/22 - 07/23 Jan 23, 2023 01:15PN
Vendor # Vendor Name
Invoice # Seq. # Description Invoice Amount GL Account Activity # C*# GL Period Number
315 AMADOR WATER AGENCY
220111 19 005018-011 HOWARD PK 943.08 1111926170 3329 11/22 315 AMADOR WATER AGENCY
220111 20 005018-017 POPLAR ST 548.42 1111926170 3329 11/22 315 AMADOR WATER AGENCY
220111 21 005018-015 FIVE MI DR 72.06 1111926170 3329 11/22 315 AMADOR WATER AGENCY
220111 22 005018-012 1600 W MARLETTE 90.32 1111926170 3329 11/22 Total 1111926170: 9,118.04
13 1111946170
315 AMADOR WATER AGENCY
220111 005018-006 846 SUTTER LANE 87.82 1111946170 0 3329 11/22 315 AMADOR WATER AGENCY
220111 12 005018-003 CITY HALL 296.26 1111946170 3329 11/22 315 AMADOR WATER AGENCY
220111 18 005018-024 17 E MAIN ST 64.18 1111946170 3329 11/22 Total 1111946170 448.26
.....3
31169165 AMADOR WATER AGENCY
220111 2 006157-000 SEWER LIFT STATION 64.18 3111506170 3329 11/22 Total 3111506170: 64.18
1 City of lone invoice Report by GL Account - 2019-2020 Page:

Report dates: 10/22 - 07/23 Jan 23. 202 1:15PM
Vendor # Vendor Name
Invoice # Seq. # Description Invoice Amount GL Account Activity # Ck # GL Period Number
City of lone Invoice Report by GL Account - 2019-2020 Page: 4 Report dates: 10/22 - 07/23 Jan 23, 2023 01:15PM
Vendor # Vendor Name
Invoice # Seq. # Description Invoice Amount GL Account Activity # Ck# GL. Period Number
- -
8221506170
315 AMADOR WATER AGENCY
220111 006352-000 CASTELOAKS MEDIAN 1 123.28 8221506170 3329 11/22 315 AMADOR WATER AGENCY
220111 006352-001 CASTLEOAKS MEDIAN 2 111.46 8221506170 3329 11/22 315 AMADOR WATER AGENCY
220111 7 006352-002 CASTLEOAKS MEDIAN 3 64.18 8221506170 3329 11/22 Total 8221506170: 298.92
3 Grand Totals: 10,168.08
22 City of lone Invoice Report by GL Account - 2019-2020 Page:

Report dates: 10/22 - 07/23 Jan 23. 2023 01:15PM
GL Summary Section
GL Account Number Debit Credit Proof GL. Summary
... -
1111756170 238.68 238.68-
1111926170 9,118.04 9,118.04
1111946170 448.26 448.26- 88888
3111506170 64.18 64.18-
8221506170 298.92 298.92-
Grand Totals:
00 Report Criteria:
[Report].Invoice Amount = (>).01
Check. Check number = 3329
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12" ARSA PVC FA Уг 06083
12 " Forced Main 6"SS.
60846"SS 3975 •
From Castleoaks 12"SS
pump station 4'x8' 6086
12"SS-
CONC 60856"S5
VAULT
3981
POND 4
3 12'S5-313
POND 3 6032 -10"SS-CLAY 12"SS-130'
12"SSFM * 3977 6" SS
60341 3568 10"SS-90'-
3979
6036 10"SS-CLAY
12 SS 3573,
6038
POND 1 6030° 135/2 SUTTER CREE
POND 2 10"SS-CLAY 3570
10" SS- VCP AV70-SS,01
POND
MAINO, 6040
PS
6,042 POND 6
12"SSFM
From: Hold, Howard @Waterhoards
To: Holmes. Kar@Waterboards: Baum, Johna Waterwards
Cc: Crovie, Kenny @Waterbodds
Subject: additional disposal options for the ARSA/lone/CDCR wastewater.

Date: Wednesday, November 2, 2022 5:16:17 PM
Kari, I wanted to provide you with additional potential options for wastewater disposal from Preston.

1. The acceptance of tertiary treated wastewater from the lone tertiary Plant to the neighboring Us mine. They have requested 350,000 gallons of wastewater to place into their mine ponds. Wastewater could be conveyed through the CDCR pipeline that was installed to convey secondary effluent to Woodard bottom for disposal. According to the information provided today, that appears to be equivalent to the amount of water being shipped to the plant for treatment today.

2. A second option would be to transfer the same water from the tertiary plant to the adjacent City secondary plant and put it into Pond 7. From there an aboveground pipeline could be installed to the neighboring mine. This is essentially the same project, minus the use of the CDCR pipeline.

3. Preston could send water to the CDCR storage reservoir via an above ground pipeline.

COCR could land apply the wastewater when and if there is dry weather during the winter month.

4. ARSA and lone could begin off hauling wastewater to a facility that would accept it.

Perhaps to a lift station in the Jackson sanitary system would be easiest.

5. The City of lone can locate and secure additional spray fields for land application.

When I spoke to US Mine, it was only as a concept. US Mines did their analysis and put in a request to Patrick. I feel a bit exposed, because I reached out to them and asked them to put in a proposal if it made sense to them. I do not understand the lack of urgency especially with the pending wet season. JJ should understand that the City is going to shut down the plant soon, because the irrigation season will be over. There won't be a place to send the water.

Finally, there is a CAO in place for the overtopping of the reservoir that was issued in 2017 to ARSA. To help streamline the process, / would suggest that we revise that Order by naming CDCR, City of lone, Castle Oaks, Perc (operator) and ARSA for when and if the reservair overtops and enters surface waters. D Boyers preaches the need of an order if there is "potential". We can also add in the need to remove the sludge from Preston. That way it is ready to go if and when necessary.

Howard Hold, PG #7466
Senor Engineering Geologist
Title 27 and WDR Compliance and Enforcement Unit
Central Valley, Regional Water Quality Control Board
11020 Sun Center Drive, Suite 200
Rancho Cordova, CA 95670
Our office is currently teleworking. Please submital contact by email. Thank you [email protected]
OF TONE Agenda Item K. 3.

CITY OF IONE
IONE, C:1 95640)
FORN
DATE: November 4, 2025
TO: THE HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL FROM: George Lee
SUBJECT: Irrigation Improvement Plans for Soccer Fields at Howard Park RECOMMENDED ACTION: Match the soccer associations contribution to make up the difference of the Grant and Bid
FISCAL IMPACT: $60,000
BACKGROUND: The Amador Water Agency through the Department of Water Resources awarded the city of lone a grant for turf replacement and the replacement of leaking irrigation lines. The allocation for the Irrigation Replacement amounted to S 95,000.00. The bids came in substantially higher than anticipated and the lowest bid came in at $233,000.00. In conversations with representatives of the Soccer League, they have committed to contribute $ 45,000 - $60,000 towards the construction costs. This potentially leaves a shortfall of approximately $60,000.00.

DISCUSSION: The current irrigation system at the Soccer Fields at Howard Park is more than 25 years old and is constantly leaking despite continued maintenance and repair by our Parks and Ree Department. This is an opportunity that the city should not let pass as the cost of improvements will only go up. The normal life expectancy of an irrigation system is 20 years, and we are well past that time frame. This improvement would stop the leaking in many areas and provide consistent turf areas for the participants. We are currently working on other donations to provide assistance as well.

ATTACHMENTS: Bids

SIMMONS

LANDSCHRE
SimmonsLandscapeCompany
Landscape • Irrigation • Paver • Retaining Walls • Artificial Turf • Commercial • Residential (209) 223-3787 100 Scottsville Bivd
[email protected] P.O. Box 275
Lic # 282694 QAL #146278 Jackson, CA 95642
City of lone
Attn: George Lee
P.O. Box 398
lone, CA 95640 September 25, 2025
Proposal
We, Simmons Landscape Company, propose to install a new irrigation system at the lone Soccer Fields located in Howard Park. Work will be done in a professional manner following the plans and specifications supplied by the City of lone. To reduce some costs plastic boxes were substituted for the concrete ones and a 2 wire decoder system will be installed, with decoders and a new irrigation controller. Due to MWELO calculations the system was not altered.

This price does not include the cost of surveying.

Proposed Bid $289,500.00
Chad Simmons
Owner
Simmons Landscape Company
ELITE

PRIVATE LANDSCAPE
Lic. # 1074333

PROPOSAL
To: General Contractor Estimator: Corey Johnson
Contact: Estimating Department DATE October 3, 2025
Project Name: Soccer Field Irrigation Improvements JOB NO: 25-615 Location: Sacramento Addenda: -
Plan Date: 9/1/2025 Sheets: L Sheets
Scope: Irrigation & Sod Repairs
Irrigation
Controller Sand Bedding
Weather Sensor Gate Valves
Mainline Quick Couplers
Sleeving Remote Control Valves
Lateral Line Rotors
Master Valve Thrust Blocks
Flow Sensor • Irrigation Audit
Planting
18,000 SF Fine Grading
18,000 SF Sod Turf Repair at Irrigation Lines
Maintenance
90-Day Maintenance Period
Proposal Total $233,500.00
213,200.00
17,900.00
2,400.00
Add Alternate No 1: Demolition $ 7,700.00
Remove Spray Heads
Cut Cap/Abandon Lines

SUBMITTAL TRANSMITTAL
EPL 25-615 #001 - 001
Date: Oct. 29, 2025
City of lone ELTIE
Attn: George Lee PRIVATE LANDSCAPE
(602) 430-6577
Email: [email protected]
Project: Soccer Field Irrigation Imp. Submittal No. 1
Contractor: EPL, Inc. Specifications: 32 80 01 - Irrigation Supplier: Multiple Drawing References:

REC'D

DATE DATE QUANTITY BY

TRANSACTION RECORD ATTENTION SENT REC'D REPRO PRINT SAMPLE MFGE (INT) Contractor To GC Submittal 10/29/25 1 PDF
Reviewer
GC To Arch/ENGR
Consultant To ARCH/ENGR
GC To Contractor
GC REMARKS:

I hereby certify that all material submitted has been, checked for completeness, for correctness, and for compliance with the drawings and specifications, that field dimensions and conditions, have been verified, and that exceptions, if any, are clearly noted.
(Authorized Signature)
Irrigation Submittal Log
Job Information
Job Name Soccor Field Irrigation Improvements
ELITE
Job Number 25-615
Customer City of lone
Monitored By Briana Roots PRIVATE LANDSCAPE
Spec Approved
Item # Description Section Date Sent Approved as Noted Resubmit Reiected 001-001 Legend
001-001.1 Irrigation Legend (Conventional/Non-Potable) 10/29/25 001-002 Controller
001-002.1 Hunter ICC2 10/29/25
001-005 Flow Sensor
001-005.1 Creative Sensor FSI-S30-001 10/29/25
001-006 Valves
001-006.1 Superior 3100PRS Master Valve 10/29/25
001-006.2 Hunter ICV-xxxG-FS-R Irrigation Valve 10/29/25 001-006.3 Hunter HQ-SLRC 10/29/25
001-006.4 Matco-Norca 514T Gate Valve 10/29/25
001-007 Nozzles, Bubblers, Drip
001-007.1 Hunter I-20 Pop-up Rotor 10/29/25
001-007.2 Hunter I-40 Pop-up Rotor 10/29/25
001-008 Electrical
001-008.1 Regency Irrigation Wire 10/29/25
001-008.2 3M Splice Kit DBR-Y 10/29/25
001-009 Boxes
001-009.1 NDS Irrigation Boxes 10/29/25
001-010 Pipes
001-010.1 Crestline Purple PVC 10/29/25
001-010.2 Lasco Schd 40 Fittings 10/29/25
001-010.3 Lasco Schd 80 Fittings 10/29/25
001-011 Miscelaneous
001-011.1 NDS Triple Swing Joint 10/29/25
001-011.2 Rainbird Swing Joint 10/29/25
001-011.3 •Weld-On PVC Cement 10/29/25
001-011.4 Weld-On PVC Primer 10/29/25
001-011.5 Weld-On Pipe Thread Sealant 10/29/25
001-011.6 Christy's Valve ID Tags 10/29/25
•

IRRIGATION SCHEDULE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI RADIUS DETAIL JNTER I-20-D6-SS-PRB-MPR
IRF ROTOR, SIN. POP UP. ADJUSTABLE AND FL 65 25 8/LI-2.1 CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.

MPR NOZZLE. PRESSURE REGULATING BODY.

HUNTER 1-40-06-SS 15
TURF ROTOR. GIN. POP UP. ADJUSTABLE TO FULL CIRCLE. 70 57 8/LI-2.1 DRAIN CHECK VALVE, STAINLESS STEEL RISER, IIN.

FEMALE N°T INLET THREADS. STANDARD NOZZLE.

TURF ROTOR, 6IN. POP-UP, FULL CIRCLE. DRAIN CHECK 70 8/L1-2.1 VALVE. STAINLESS STEEL RISER, IIN. FEMALE NPT INLET
THREADS. DUAL OPPOSING NOZZLE.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL

HUNTER ICY-G-FS
IIN.. I-1/2IN.. 2IN. AND 3IN. PLASTIC ELECTRIC REMOTE 2/L1.2.1 CONTROL VALVES. GLOBE CONFIGURATION, WITH NPT
THRAMERCIALMONIAUSE. WITH FLIER SENTRY.

HUNTER HQ-SLRC
QUICK COUPLER VALVE. YELLOW LOCKING RUBBER 6/1-2.1
COVER. RED BRASS AND STAINLESS STEEL. WITH IIN. NPT
INLET. I-PIECE BODY.

LANDSCAPE PRODUCTS INC. B3V
1/2IN., 3/4IN.. IIN., 1.3/40N., 1 1/2IN., 2IN.. 2 1/2IN. 3IN. 3/11-2.1 FULL PORT BRASS BALL VALVE. SUITABLE FOR A FULL

RANGE OF LIQUIDS AND GASES IN RESIDENTIAL AND
COMMERCIAL APPLICATIONS.

SUPERIOR 3:00-PRS-RW 3"

NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES
DIRTY WATER PROTECTION. AVAILABLE IN 3/4IN., IIN.. 9/11-2.1 1-1/4IN.. 1-1/2IN.. 2IN.. 2-1/2IN.. AND 3IN.. PRESSURE
REGULATION FEATURE. WITH PURPLE CROSS HANDLE
FOR RECLAIMED WATER USE.

SUPERIOR 3100-PRS-RW 3"

NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES
DIRTY WATER PROTECTION. AVAILABLE IN 3/4IN.. IIN., 9/L1-2.1 1-1/4:N., 1-1/2IN.. 2IN., 2-1/2IN.. AND 3IN.. PRESSURE
REGULATION FEATURE, WITH PURPLE CROS5 HANDLE
FOR RECLAIMED WATER USE.

EXISTING CONTROLLER
19 STATIONS (PER AS BUILTS). INCL. STATIONS B#39-#60
HUNTER 12C-5400-M/ICC-PED-SS
54 STATION OUTDOOR MODULAR CONTROLLER. WITH 7/4-2.1
SEE PEES. SONS AROUSES STAINLESS
CREATIVE SENSOR IECHNOLOGY FSI-S30-001
3IN. PVC SADDLE TYPE FLOW SENSOR. CUSTOM
® MOUNTING SADDLE AND ULTRA-LIGHTWEIGHT IMPELLER 5/U-2.1 ENHANCES LOW FLOW MEASUREMENT. IWO WIRE

DIGITAL FREQUENCY OUTPUT COMPATIBLE WITH ALL

IRRIGATION CONTROLLERS EXCEPT HYDRAWISE, SEE
POINTOROW RANGE GPM - 300 GPM.

IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1/11-2.1
IRRIGAIION MAINLINE: PVC SCHEDULE 40 1/L-2.1
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1/11-2.1
Irrigation Controller
(Conventional)
ICC2 Wall Mounted
This flexible control system can run any combination of conventional View Centratus Software today or two-wire outputs with the option to upgrade to cloud-based al centralus. hunterindustries com Centralus™* control.

KEY BENEFITS
• Number of stations: • 1 sensor input available for use with - Conventional: 8 to 38 (plastic), Solar Sync or any Clik sensors 8 to 54 (metal and pedestals) • 1P/MV output for pump start relay - With two-wire EZDS: up to 54 and master valve activation (all enclosure options) • Backward compatibility to original • 4 independent irrigation programs ICC Controllers allows for quick (8 start times each) updates to older systems
• Any 2 programs can operate • Upgradeable to Centralus Software for simultaneously, providing more web-based central control options efficient watering

OPERATING SPECIFICATIONS
• Transformer input: 120/230 VAC Plastic Metal
Height: 12" (gray or stainless steel)
• Transformer output (24 VAC): 1,4 A
ficth: 13% Height: 16"
• Station output (24 VAC): 0.56 A epth: s Width: 13
• P/MV output (24 VAC): 0.56 A Depth: 5'
• Approvals: Wall Mounts IP55 (outdoor), Plastic Pedestal IP24 (outdoor), UL, cUL,

FCC, CE, RCM, ISED CENTRALUS CONTROLLERS
• Warranty period: 5 years

USER-INSTALLED OPTIONS
• WIFIKIT, LANKIT, or CELLKIT communications for cloud-based Centralus control
• Compatible with Flow-Clik* Sensor for catastrophic high-flow shutdown • Compatible with Solar Sync® Sensor
Metal Pedestal Plastic Pedestal
(gray or stainless steel) leight: 39
Height: 36" Vidth 2
Width 11%* lepth: 1
Depth: 5'
ICC2
Model Description Compatible with:
12C-800-PL 8-station base model, plastic outdoor wall mount 12C-800-M 8-station base model, gray metal outdoor, wall mount 12C-800-SS 8-station base model, stainless steel, wall mount 12C-800-PP 8-station base model, plastic pedestal
ICC-FPUP2 ICC2 Retrofit Kit for original ICC Controllers ICC-PED Gray pedestal for metal controller mount Rain-Clik ROAM Remote EZ Decoder Sensor ROAM XL Remote System
ICC-PED-SS Stainless steel pedestal for stainless controller mount ICC-PWB Optional pedestal wiring board for metal pedestals ICC2 SERIES STATION EXPANSION
Model Description
ICM-400 4-station plug-in module with enhanced surge suppression look for ICM-800 8-station plug-in module with enhanced surge suppression SALESCHED EPA WaterSense ICM-2200 22-statron expansion module (one per controller) Add the Water Sense labeled EZDS See page 122 for model chart
Visit hunterindustries.com RESIDENTIAL & COMMERCIAL IRRIGATION Built on Innovation' Flow Sensor
FSI-S Series

CST SADDLE TYPE FLOW SENSOR
Creative Sensor Technology FSI-S series flow sensors
feature proven impeller based technology designed for flow monitoring/flow control applications in irrigation, water conservation and related industries.

The saddle type sensor mounts on PVC piping systems
using a wedge to hold the sections together. Prior to
installation, an opening is drilled in the pipe allowing the sensor insert to position the impeller inside the pipe.

Designed by the same team who created the original
irrigation impeller flow sensor, CST's sensor is completely new, not a redesign. The sensor features a digital output signal proportional to flow. The output signal duplicates existing impeller flow sensor signals making the FSI series sensor compatible with all manufacturer's control products.

The pulse signal will travel up to 2,000 feet without
amplification.

The insert, held in place with a retaining nut, contains the detection circuitry and carries the unique four-bladed ultra light impeller on a transverse axle.

The saddle series sensors utilize the same flow sensor insert used in the tee series sensors
The insert mounts in a housing that controls the depth and alignment of the impeller unlike insert type sensors that may be mis-aligned or set to the wrong depth. The housing is permanently attached to the PVC saddle therefore no additional mounting hardware is required.

KEY FEATURES:
• Flow Range:
3 inch - 6 to 300 gpm
4 inch - 10 to 480 gpm
• 6 inch - 45 to 1100 gpm
Working Pressure Rating: 150 psi @ 90°F
• Outputs: 001 Two wire standard pulse
004 Three wire standard pulse
008 Three wire low frequency
Creative Sensor Technology, Inc.
www.creativesensortechnology.com
PO Box 426, Rochester, MA 02770 Ph: 508-763-8100
Rev FSI_S0915
FSI-T00-000 Flow Sensor
ST
Specifications
Wetted Materials
• Impeller - HDPE (High Density Polyethylene)
• Shaft - Tungsten Carbide
O-ring - BUNA N
Saddle, Sensor Housing, Retaining Nut - Type 1 PVC
Pressure Rating
• Pressure Rated: 150 psi @ 90° F.

Temperature Range
• 32°F to 140° F (0° to 60° C)
impeller-
Output Signal
• Frequency Range 0.3 Hz to 200 Hz
Transducer Excitation
• Quiescent current 120 uA@8 VDC to 35 VDC max.
• Off state (VHigh) = Supply Voltage - (120uA X Source
Resistance)
• On State (VLow) = Max. .85 VDC@50mA current limit, (1052+0.7VDC) Flow Range
• 1/4 to 12 FPS - 3 and 4 inch
• 1/2 to 12 FPS - 6 inch
Electrical Cable
• 2 single conductor solid copper U.L. listed #18 AWG leads with direct burial insulation Lead length 48 inches
• Wiring may be extended up to 2,000 feet with direct burial, twisted pair shielded cable Sensor Dimensions
• Minimum Clearance Above sensor Required for Removal - 3.75 inches (96 mm) Size Model Number Overall length Overall width Overall Height 3 inch FSI-S30-001 5 inches (127mm)| 5.5 inches (140mm) 6.5 inches (165mm) 4 inch FSI-S40-001 5 inches (127mm) 6.5 inches (165mm) 7.5 inches (190mm) 6 inch FSI-S60-001| 5 inches (127mm)|8.5 inches 216mm)9.75 inches(248mm) Ordering Information
• FSI-S30-001 3 inch saddle mount 2 wire sensor- includes PVC saddle FSI-S40-001 4 inch saddle mount 2 wire sensor- includes PVC saddie : FSI-S60-001 6 inch saddle mount 2 wire sensor- includes PVC saddle Other electronic configurations available, consult factory.

All data is subject to change, consult factory for latest information.

Creative Sensor Technology, Inc.
www.creativesensortechnology.com
PO Box 426, Rochester, MA 02770 Ph: 508-763-8100
Rev FSL_S0915
Master Valve
Buckner SUPERIOR NORMALLY OPEN MASTER VALVES
3100200
Model 3100 Model 3100PRS 3100150PRS
Master Valve Pressure Regulating Valve
Normally Open, Electric Solenoid Specifications
Available in
Available in 1"', 11/a", 112", 2", 212" & 3" Standard 24 VAC 3/4", 1", 14", 1½", 2", 2½" & 3" in-rush current: .45 A (10.8 VA) folding current: .30 A (7.2 VA)
Downstream pressure can be
The Model 3100 performs in the opposite adjusted to a desired level. Once manner of a normally closed electric set, the downstream pressure will Optional 110 VAC valve with electricity required to close remain constant regardless of In-rush current: 95 mA (10.5 VA) the valve rather than open it. During the variations in inlet pressure. Holding current: 65 mA (7.2 VA) time the solenoid is not energized, the Incorporates all features of the Model 3100 will remain open. 3100 valve.

Operating Ranges
Features and Benefits
Flow: 5-320 gI
• Normally open design. • Cross handle flow control Pressure: 20 - 150 psi • Solid brass construction. standard on 1" through 3"
• All EPDM rubber parts. sizes, optional on 3/4" size. Pressure Loss in PSI • Self-cleaning orifice. • Slow closing. No water
GPM 34* 144" 142" 2° 21/2
• EPDM diaphragm reinforced hammer, surge or noise. 5 0.45 0.16 with 600lb. test nylon cord • Will operate on pressure up 10 1.75 0.75 material. to 150 psi. 154 15 0.48
• 24 VAC 3-way solenoid. 20 7 2.6 0.850.45
30 5.7 1
40 10 1.7 0.53
MODEL DESCRIPT L ON S 50 0.82
Dimension (Inches) 60 1.2
Model No. Description Height Length 70 To 11 1.6
3100075 3/4" NPT normally open master valve 5 31/4 80

2.05 3100100 1" NPT normally open master valve 41/2 90
3100125 11/4" NPT normally open master valve 100 10.9 2.38 2.38 3100150 11/2" NPT normally open master valve 120 4.6 245 2.45 3100200 2" NPT normally open master valve 140 6.3 25
3100250 21/2" NPT normally open master valve 115/8 160 8 3100300 3" NPT normally open master valve 10 115/8 200
OPTIONS For 110 VAC, change 3100 to 3175. 139 g
240
For purple cross handle, add RW to model number. 260 82 For pressure regulating model, add PRS to model number. 320 10.7 10.7 (PRS not available on 3/8" model) 360 13.2 13.2
16 Phone: Toll Free (800) 210-2525 or (310) 326-8287 • Fax: Toll Free (800) 997-0500 or (310) 326-8310 • www.BucknerSuperior.com Remote Control Valve
100%
ICV
This dependable valve works seamlessly with highly demanding systems.

KEY BENEFITS
• Optional Filter Sentry* Mechanism scours the filter screen in dirty water conditions
• External/internal manual bleed allows for quick and easy • Glass-filled nylon construction provides high pressure rating and reliability • Double-beaded diaphragm seal design ensures leak-free performance ICV-101G ICV-151G
• Fabric-reinforced EPDM diaphragm and seat ensure greater Inlet diameter: I" Inlet diameter: 15"
performance in all water conditions
Height: 54" Height: 7%*
• Captive bonnet screws eliminate the possibility of lost parts Length: 4%" Length: 6%" Width: 4° Width: 5%"
• Triple-tool bonnet screws are compatible with standard or Phillips screwdrivers as well as a nut driver
• Encapsulated solenoid with captive plunger used on every Hunter valve provides hassle-free service
• Flow control maximizes efficiency and prolongs the life of the system

USER-INSTALLED OPTIONS
• Accu Sync® Pressure Regulator at the valve
• DC-Latching Solenoid for battery-operated controllers (P/N 458200) • Filter Sentry easily added to an installed valve
• Solenoid conduit cover (P/N 464322)
ICV-201G ICV-301
FACTORY-INSTALLED OPTIONS Inlet diameter: 2" Inlet diameter: 3" Height: 7%g" Height: 10%"
• LS: Valve without solenoid Length: 6%* Length: 9"
• DC: DC-Latching Solenoid for battery-operated controllers Width: 5½" Width: 7%" • FS: Filter Sentry
FS-R: Reclaimed option with Filter Sentry, purple control knob and purple chlorine-resistant diaphragm

OPERATING SPECIFICATIONS
• Flow:
- ICV-101G: 0.1 to 40 GPM
- ICV-151G: 0.1 to 150 GPM
- ICV-201G: 0.1 to 200 GPM
- ICV-301: 0.1 to 300 GPM
• Recommended pressure range: 20 to 220 PSI ICV-R
• Temperature rating: 150°F Inlet diameter: 1' 12", 2", and 3"
• Warranty period: 5 years Height: 7⅛"
Length: 6%"
SOLENOID SPECIFICATIONS Width: 5%"
• 24 VAC solenoid
- 350 mA inrush, 190 mA holding, 60 Hz
- 370 mA inrush, 210 mA holding, 50 Hz
• Accu Sync product information ouble-Beade
iaphrag
Filter Sentry
Hunter' Visit hunterindustries.com
ICV 1", 1½", 2", 8 3" - SPECIFICATION BUILDER: ORDER 1 + 2 + 3 + 4 Model Standard Features Feature Options User Installed Options ICV-101G= 1 Globe valve with flow contral (blank) = No option ICV-151G = 1/2
FS = Filter Sentry
ICV-201G = 2°
ICV-301 = 3" FS-% = Filter Sentry purple reclaimed stope later Slamid for Globe / Angle valve with flow control diaphragm and ID tag DC = DC-Latching Solenoid for battery- 56205 arcane to w. 2° om) operated controllers
UT-700 = Reclaimed ID tag
LS = Less solenoid
Example:

ICV-201G-AS-ADJ = 2"ICV globe valve with flow control, user-installed adjustable Accu Sync Pressure Regulator ICV PRESSURE LOSS Double-Beaded
(AT OPTIMAL FLOWS) IN PSI Chlorine-Resistant
Diaphragm
Flow 15" 2" 3" 3"
(GPM) Globe Globe Globe Globe Angle

0.1 20

0.5 2.0 Filter Sentry

2.0 2.5
30 3.0

3.0 15

9.0 1.5

20.0 1.7 0.8

2.2 1.2

3.0 1.7 Captive Bonnet Bolts

3.9 2.4

5.5 3.2

7.0 4.2
120 10.9 6.5
135 12.7 7.9
150 16.2 98 2.5 1.9

13.3 3.0 2.4

17.7 4.1 3.3

5.3 4.3

6.7 55
275 8.3 6.9
300 10.1 8.5
Visit hunterindustries.com RESIDENTIAL & COMMERCIAL IRRIGATION Built on Innovation' Quick Coupler

QUICK COUPLERS
The sturdy red brass and stainless steel construction of Quick Couplers strengthens any project.

KEY BENEFITS
• 100% interchangeable with major brands
• Red brass and stainless steel construction
• Heavy-duty thermoplastic locking and non-locking covers • Optional winged stabilization and Acme key connection • Stainless steel lug on 1" and 14" keys
• Spring-loaded covers with stainless steel springs for positive closing and protection of valve's sealing
• Warranty period: 5 years
VALVES • See the SnapLok combo kit
Quick Couplers

QUICK COUPLER, KEY, AND HOSE SWIVEL CHARTS
Model Inlet Threads Slots Body Color* Locking Key Swivels HQ-3-RC 2 I-piece Yellow No HK-33 HS-0
HQ-33-DRC 34" 2 2-piece Yellow No HK-33 HS-0
HQ-33-DLRC 2 2-piece Yellow Yes HK-33 HS-O
HQ-44-RC 1' NPT 2-piere Yellow No HK-44 HS-1 or HS-2
HQ-44-LRC 1" NPT • 1 2-piece Yellow Yes HK-44 HS-1 or HS-2 HQ-44-RC-AW T° NPT Acme 2-piece wing** Yellow No HК-44A H5-1 or HS-2 HQ-44-LRC-AW 1'NPT Acine 2-piece wing** Yellow Yes HK-44A HS-1 or HS-2 HQ-5-RC INPT 1-piece Yellow No HK-55 HS-1 or HS-2
HQ-5-LRC 1" NPT 1-piece Yellow Yes HK-55 HS-1 or HS-2
Notes:
•All locking cover models are avalable with purple covers for reclaimed water applications ** Anti-rotation stablization wings
111 911
:8
HQ-3-RC HQ-5-RC HK-33 HQ-33-DLRC-R HQ-44-LRC HK-44 Non-locking Locking Reclaimed Reclaimed Water Option
All locking models have an
optional purple cover for sites
using reclaimed water.

HO-44-LRC-AW-R HK-44A HLK
Hunter Visit hunterindustries.com
QUICK COUPLER - SPECIFICATION BUILDER: ORDER 1 + 2 + 3
1 Model 2 Cover Options Additional Options
HO-3 = 1" inlet. 1-piece body, 2 slots RC = Yellow rubber cover (blank) = No option HQ-5 = 1" inlet, 1-piece body, 1 slot LRC = Yellow locking rubber cover AW = Acme key with anti-rotation wings AQ-33-D = 12 inlet, 2-piece body, 2 slots (Not available for HQ-3 body) (Only ovailable for HQ-44 body) HQ-44 = 1" inlet. 2-piece body, 1 slot or : Purple locking cover (reclaimed wa Acme key socket only available for LRC mode
Examples:

HQ-3-RC = HQ-3 valve with rubber cover
HQ-44-LRC = HQ-44 valve with locking rubber cover
HQ-44-LRC-R = HQ-44 valve with locking rubber cover and reclaimed water ID HQ-44-LRC-AW-R = HQ-44 valve, with locking rubber cover, Acme key socket with anti-rotation wings and reciamed water ID KEYS
Model Compatible Valve Compatible Swivel
HK-33 = 3" valve, %"key inlet HQ-3, HQ-33 HS-0
HK-44 = 1" valve, 1" key inlet HQ-44 HS-1, HS-2
HK-44A = 1" valve, Acme key inlet HQ-44-AW HS-1, HS-2
HK-55 = 1" valve, 14" key inlet HQ-5 HS-1, HS-2

HS HOSE SWIVELS
Model Compatible Key
HS-O = ¾" inlet, ¾" hose outlet HK-33
HS-1 = 1" inlet, %" hose outlet НК-44, HK-44A, HK-55
HS-2 = 1" inlet, 1" hose outlet НК-44, HK-44A, HK-55
HỌ PRESSURE LOSS IN PSI
lon HQ-3 HQ-33 HQ-44 HQ-5
(GPM
5 0.8 1.0
10 1.8 2.0
15 4.1 4.3 2.2

7.2 7.6 4.4 1.0

11.5 3.0

13.0 70 19.8
HS-0 HS-1 HS-2
Visit hunterindustries.com RESIDENTIAL & COMMERCIAL IRRIGATION Built on Innovation' Gate Valve
514T Full Port Gate Valve • Spec Sheet

FEATURES & BENEFITS
• ISO-9001 • Threaded Bonnet
• 200 WOG - 125 SWP • Threaded Ends Conform to ANSI Standards B2.1 • Full Port • Valves are Tested in Accordance w/ MSS-SP-82 • Cast Brass • Sizes 1/4" - 4"
• Non-rising Stem
*Available with Brass Cross Handle or 5 Point Crown Wheel Handle

DIMENSIONS
Size Part# D H L
APPLICATIONS:
1/4" 514T01 2.09 2.92 1.71
Commercial & Light Industrial 3/8" 514T02 2.09 2.92 1.71 Steam, Water, Oil or Gas 1/2" 514T03 2.09 2.92 1.71
3/4' 514T04 2.52 3.31 | 1.81
1" 514T05 2.48 3.90 2.13
1-1/4" 514T06 2.72 4.61 2.25
1-1/2" 514T07 7 3.15 5.08 2.44
2" 514T08 3.53 5.99 2.70
2-1/2" 514T09 | 3.98 7.88 3.70
3" 514T10 4.37 8.83 4.02
4" 514T11 |5.009.89 /4.53
10 MATERIAL SPECIFICATIONS
No. Part Material ASTM Spec
1 Wheel Nut Hot Rolled SAE 1010R
2 Name Plate Aluminum A1100
3 Handwheel Cast Iron JIS ZZ2202
4 Packing Nut Brass B16 C36000
5 Gland Ring Brass B16 C36000
6 Gland Packing Graphite LK 33 NAFG
. 11
7 Bonnet Brass B584 C85710
8 Packing Fiber "H" Non Asbestos
12 Brass 1/4" - 2" B16 C36000
9 Stem Brass 2-1/2" - 2" B584 C85710
10 Lock Nut Brass B16 C36000
11 Disc Brass B584 C85710
12 Body Brass B584 C85710

VA CO-NORCA
Global sourcing. National compliance. Local service.

CALIFORNIA 5593 Fresca Dr., La Palma CA 90623 • Toll Free: 866-532-8306 • Fax: 866-532-8307 TEXAS 1150 Silber Rd., Houston TX 77055 • Toll Free: 800-935-5456 • Fax: 713-680-2999 NEW YORK PO Box 27, Rt. 22, Brewster NY 10509 • Toll Free: 800-431-2082 • Fax: 845-278-9056 WEB: www.matco-norca.com EMAIL: [email protected]
PGJ SRM PGP: PGP• ULTRA 1-40 Pop-Up Rotors
1-20 I-25 1-90 SWING JOINTS ST SYSTEM
Radius: 17' to 46
I-20 Flow: 0.36 to 14.8 GPM
Inlet: ¾"

FEATURES
• Models plastic riser: Shrub, 4", 6", 12" • Automatic arc return • Models stainless steel riser: 4", 6" • Non-strippable drive • Arc setting: 50° to 360° • Part- and full-circle in one model 1-20-00 • Factory installed rubber cover • Headed and slotted set screw Overall height: 7%" • Through-the-top arc adjustment • FloStop* control Exposed diameter: 1% Inlet size: %
• QuickCheck™ arc mechanism • Reclaimed water ID
• Water lubricated gear-drive • Stainless steel riser
• Nozzle choices: 34 • Drain check vaive (up to 10' of elevation) • Nozzle racks: 1.5 to 8.0 Blue,

2.0 to 4.5 Low Angle Gray, 0.50 to 3.0
Short Radius Black, 6.0 to 13.0 Green,
MPR-25, MPR-30, MPR-35 1-20-04
• Warranty period: 5 years Overall height: 7%"
Pop-up height: 4"
Exposed diameter: 13"
OPERATING SPECIFICATIONS Inlet size: 34"
• Radius: 17' to 46'
• Flow: 0.36 to 14.8 GPM
• Recommended pressure range: 25 to 70 PSI
• Operating pressure range: 20 to 100 PSI
• Precipitation rates: 0.4 in/hr approximately
• Nozzle trajectory: Std = 25°, Low Angle = 13°
1-20-06
• = Advanced Feature descriptions on page 30 Overall height: 9%" Pop-up height: 6"
I-20 Reclaimed Exposed diameter: 1%"
Inlet size: ¾*
Available as a factory installed
option on all models
1-20 (PLASTIC) - SPECIFICATION BUILDER: ORDER 1 + 2 + 3 + 4 Model Standard Features Feature Options Nozzle Options
1-20-00 = Shrub Adjustable arc, plastic (blank) = No option Blue 1.5 - 8.0 riser, check valve, Gray Low Angle
I-20-04 = 4" Pop-up NCV = Without check valve Black Short Radius 8 standard nozzles, and
1-20-06 = 6" Pop-up 4 low-angle nozzles (only available on 4" model) Green High Flow MPR-25-Q, T, H, F
1-20-12 = 12" Pop-up R = Drain check valve and MPR-30-Q, T, H, F 1-20-12 reclaimed water ID MPR-35-Q, T, H, F Overall height: 17"

1.5 to 4.0 = only Pop-up height: 12"
nozzles 1.5 - 4.0 can Exposed diameter: 1%"
be factory-installed Inlet size: ¾"
1-20 (STAINLESS STEEL) - SPECIFICATION BUILDER: ORDER 1 + 2 + 3 + 4 1 Model Standard Features 3 Feature Options Nozzle Options 1-20-04-55 = 4" Pop-up adjustable arc, stainles (blank) = No option Blue 1.5 - 8.0 teel riser, check valve Gray Low Angle
1-20-06-55 = 6" Pop-up , standard nozzles, an NCV = Without check valve Black Short Radius I low-angle nozzle (only available on 4" model) Green High Flow MPR-25-Q,T, H, E
R = Drain check valve and MPR-30-Q, T, H, F
reclaimed water ID MPR-35-Q, T, H, F

1.5 to 4.0 = only
nozzles 1.5 - 4.0 can
be factory-installed
F-20-2-R - 4.0 = 12" Pop-up, adjustable ar, with reclaimed water ID, and 40 nozzle E Visit hunterindustries.com RESIDENTIAL& COMMERCIAL IRRIGATION Built on innovation 37 PGJ Pop-Up Rotors
SRM PGP* PGP ULTRA 1-20 1-25 1-40 1-90 SWING JOINTS ST SYSTEM Radius: 44 to 76'
1-40 Flow: 7.6 to 33.7 GPM
Inlet: 1"

FEATURES
• Models stainless riser: 4", 6" • Opposing nozzle 360 degree model • Arc setting: 50° to 360° • Automatic arc return
• Factory installed rubber cover • Non-strippable drive • Nozzle choices: 12 • Part- and full-circle in one model • Nozzle ranges I-40: #8 to #25 • Color-coded nozzles 1-40-04 ROTORS • Nozzle ranges I-40-ON: #15 to #28 Overall height: 7%
• Reclaimed water ID Pop-up height: 4°
• Through-the-top arc adjustment • Stainless steel riser Exposed diameter: 2 • QuickCheck™ arc mechanism Inlet size: 1
• Drain check valve
• Water lubricated gear-drive (up to 15' of elevation)
• Warranty period: 5 years

OPERATING SPECIFICATIONS
• Radius I-40: 44' to 69' • Operating pressure range: 40 to 100 PSI • Radius I-40-ON: 52' to 76' • Precipitation rates: 0.4 in/hr approx. 1-40-06 • Flow |-40: 7.6 to 29.5 GPM Overall height: 104*
• Nozzle trajectory: 25° Pop-up height: 6"
• Flow I-40-ON: 13.0 to 33.7 GPM xposed diameter:
• Recommended pressure range: niet size:
40 to 100 PSI
• = Advanced Feature descriptions on page 30
1-40 Reclaimed 1-40 High Speed
Available as a factory installed Available as a factory installed option on all models option on all models
1-40 - SPECIFICATION BUILDER: ORDER 1 + 2 + 3 + 4
Model Standard Features m Feature Options 4 Nozzle Options 1-40-04-SS = 4" Pop-up Adjustable arc, stainless (blank) = No option #8 to #25 = Factory installed steel riser, check valve and nozzle number
1-40-06-SS = 6" Pop-up HS = High speed
6 nozzles
HS-R = High-speed and reclaimed water ID
R = Reclaimed water ID
1-40-ON - SPECIFICATION BUILDER: ORDER 1 + 2 + 3 + 4
1 Opposing Nozzle Model 2 Standard Features Feature Options 4 Nozzle Options 1-40-04-SS-ON = 4" Pop-up Full-circle, opposing nozzle, (blank) = No option #15 to #28 = Factory installed stainless steel riser, check ON = Full circle opposing nozzles nozzle number 1-40-06-SS-ON = 6" Pop-up
valve and 6 nozzles
[ON-R = Full-circle opposing nozzles and reclained water ID HS = High speed
HS-R = High speed and reclaimed water ID
R = Reclaimed water ID
Examples:
1-40-04-SS = 4" Pop-up, adjustable arc, stainless steel riser, with check valve 1-40-06-55 - 15 - 6-2p- 4" adjust, ad are,able ares tie rise, el rshedith alve chaks nod reclaimed water ID and 123 nozzle E Visit hunterindustries.com RESIDENTIAL& COMMERCIAL IRRIGATION| Built on Innovation 43 PGI SRM PGP» PGP: ULTRA 1-20 1-25 1-40 1-90 SWING JOINTS ST SYSTEM 1-40 NOZZLE PERFORMANCE DATA I-40 HIGH-SPEED NOZZLE PERFORMANCE DATA 1-40 NOZZLES Nozzle Flow Precipin/hr Nozzle Radius Flow
PSI ft GPM GPM
8 40 44 7.6 0.76 0.87 41 7.6 0.87
(40) 50 45 500 40)
84 0.80 0.92 41 8.4 0.96
Lt. B:0001 60 46 9.2 0.84 0.97 :: Brown 9.2 1.00 Standard/High-Speed 50 49 10 3 0.83 0 95 10.3
10 • 60
50 11.3 0.87 1.00 11.3
(41)
70 SI 12.2 0.90 1.04 12.2
Lt Green 80 51 13.0 0.96 1.11 1i Green 13.0
50 SO 11.1 0.85 0.99 11.1
60 51 12.3 0.91 1.05 15 12 3
42)
70 52 13.3 0.95 1.08 13.3
L: Blue 80 53 14.2 0.97 1.12 14.2
50 54 13.8 0.91 1.05 51 13.8
• 60 55 15.7 1.00 1.15 15.7
70 57 16.6 0.98 1.14 16.6
Gray 80 59 18.3 1.01 1.17 18.3
62 21.3 1.07 1.23 21.3
23 70 64 23.0 1.08 1.25 •
23 0
44)
80 65 24.5 1.12 1.29 24.5 1,31
Ok Green 90 66 25.9 1.14 1.32 61 25.9 1.34
60 66 23.9 1.06 1.22 23.9 1.32
70 67 25.8 1.11 1.28 • 61 25.8 1.33
80 68 27.7 1.15 133 27.7 1.39
Dk Blue 90 69 29.5 1.19 1.38 29.5 1.43
1-40 DUAL OPPOSING NOZZLE
1-40 Opposing Nozzle 360° Model PERFO RMA 1-40 NOZZLES
Nozzle Pressure Radius
PSI 0.01
50 52
15 o-0 •O•
60 54
Gray 70 56
0•0-0•0
80 57
50 58
Opposing
18 • 60 59
Front
Reo 70
80 60
20 • 70
Dk Brown 80
I:333:3333388385898883598
90 60
23 • 70
Dh Green 80
90 60 66
25 • 70 68
Ok Bine' 80 69 Back
90 70
70 70
28 • 80 72
Biaca 90 74
100 76
*Factory installed nozzle
Notes:

All preciptation rates calculated for 180° operation
For the preciprtation rate for a 360° sprinkler, divide by 2 Precipitation rates for the ON-Opposing Nozzle model are calculated at 360 degrees
44 Hunter I Visit hunterindustries.com
Irrigation Wire
UF/TWU

IRRIGATION WIRE
DESCRIPTION:

Regency's single conductor UF/TWU Irrigation Wire is manufactured for the purpose of direct burial power wire applications in accordance with Article 339 of the National Electric Code NFPA-70.

Conductor construction is soft drawn bare copper meeting the requirements of ASTM Specification B-3 and B-8. Gauge sizes 18 thru 8 are solid conductors. Sizes 6 thru 4/0 are stranded conductors The insulation is a high quality polyvinylchloride (PVC) for systems applications of up to 600 volts and conductor temperatures up to 60 C.

The UF/TWU Irrigation Wire is constructed in accordance with Underwriters Laboratories, Inc. standard 493 and 83, as well as CSA

22.2 No. 75.

APPLICATION:

Suitable for use as power and control wire for irrigation systems.

CONSTRUCTION:

CONDUCTOR: Soft drawn bare copper (ASTM Spec. B-3 and B-8).

Solid (18 awg to 8 awg)
Stranded (6 awg to 4/0 awg)
INSULATION: Polyvinylchloride (PVC)
TEMPERATURE: 60° C
VOLTAGE: 600 volts
isulation Thickness Colors
14 Control Valve Wire .060 1-12
12 Common Ground Wire .060 1-12
10 .060 1-9, 11
8 .080 1-8
6 .080 1-5
4 .080 1,2, 3,5
2 .080 1, 2, 3, 5
AVAILABLE COLORS: 1-Black, 2-White, 3-Red, 4-Blue, 5-Green, 6-Yellow, 8-Orange, 9-Gray, 10-Pink, 11-Purple, 12-Tan.

Material must be able to pass the following tests without showing signs of degradation:

COLD BEND: The insulation shall not show any cracks when sample is bent around a 3X mandrel after being subjected to -25 C for four (4) hours.

ELECTRICAL: AC test voltage, 60 seconds at 5000 volts.

SUNLIGHT RESISTANCE TEST: Samples conditioned for 300 hours of carbon-arc or xenon-arc exposure.
w regencywire
regencywire.com
220 South West Street / Sikeston. MO 63901
800.876.3020 / F: 800.333.5676
Splice Kit
3M™ Direct Bury Splice Kit
DBR/Y-6
Data Sheet January 2019
Applications The 3M™ Direct Bury Splice Kit DBR/Y-6 is used to electrically connect two or more pre- stripped copper wires and moisture seal the connection for direct burial.

The kit includes a 3M™ Performance Plus Wire Connector R/Y+ and a high impact, UV- resistant polypropylene tube prefilled with moisture-resistant grease.

Agency • CUL US Listed, UL Standard 486D, File No. E102356 Approvals • Listed for use in wet, damp, direct bury and submersible locations with UF type cable & Self • Meets European Standard EN 61984
Certifications
• Applicable ratings under this standard: IP68, Pollution Degree 3 • Not recommended for long-term continuous submersion
• For RoHS and REACH information, please visit www.3M.com/regs Specifications Maximum Voltage Rating: 600 V
Application Temperature: 32°F to 120°F (0°C to 49°C)
Operating Temperature: -40°F to 221°F (-40°C to 105°C)
Construction:

Tube: Impact and UV Resistant Light Blue Polypropylene
Dimensions: Length: 3.7in., Cover: 1.5in.x 1.1in., Diameter: 1in.

Grease: 711B
R/Y+ Connector: Steel Spring, Flame Retardant Insulator Wire Combinations Copper wire only Solid or Stranded
*see chart for all combinations*
2 - 7#18 1-3 #12 w/ 1#18
2 - 6#16 1-2 #10 w/ 1 #18
2 - 4#14 1-3 #12 w/ 1#16
2-4#12 1-2 #10 w/ 1#12
2 - 3#10 1-2#14 w/ 1#18
1 of 4 ЗМ
ЗМ™ Direct Bury Splice Kit DBR/Y-6
Installation
Instructions A Warning
Turn power off before installing or removing connector. All electrical work should be done according to appropriate electrical codes.
1) ¾ in. 2)
4) 5)
1) Strip insulation ¾ in.
2) With wire ends even, insert wires into the connector and tighten until secure. 3) Insert the connector all the way into the tube until the connector rests on the bottom. 4) Fold the wire into the channels.
5) Close the cap.

Installation Tip:

If having difficulty getting the twist-on connector down into the tube when using small gauge wires, use a thin non-conductive object to push the connector to the bottom of the tube. Upon removal of the obiect, ensure that no voids or water paths remain in the grease.
2 of 4
ЗМ™ Direct Bury Splice Kit DBR/Y-6
Combination Chart
1 ••••
18 STR 2D00O
4D000
IdaaaD
18 SOL 2
16 STR 2
aDa
16 SOL
a00d
14 STR
30 (Example:
3 #14 SOL and
14 SOL 2000 1 #12 STR
30 UDgd aoa Dogi naganagan
12 STR 200 DD DO
30 4
10000 .•••• 000 000 aaa O0O
12 SOL 2000
300
00ol •00I 100[ 80
10 STR 2
10 TOTOO do DOI
10 SOL 20
10 10
18 STR 18 SOL 16 STR 16 SOL 14 STR 1 14 SOL 12 STR 12 SOL

STR SOL
3 of 4
3M™ Direct Bury Splice Kit DBR/Y-6
Shelf Life & Storage This product has a 5-year shelf life from date of manutacture when stored in umidity controlled storage (10°C/50°F to 27°C/80°F and <75% relative humidity Availability From your local distributor; or from 3M.com/electrical [Where to Buy] or call

1.800.245.3573.

ЗМ is a trademark of 3M Company.

Important Notice All statements, technical information, and recommendations related to 3M's products are based on information believed to be reliable, but the accuracy or completeness is not guaranteed. Before using this product, you must evaluate it and determine if it is suitable for your intendec application. You assume all risks and liability associated with such use. Any statements related t the product, which are not contained in 3M's current publications, or any contrary statements contained on your purchase order, shall have no force or effect unless expressly agreed upon, in writing, by an authorized officer of 3M.

Warranty; Limited This product will be free from defects in material and manufacture at the time of purchase. 3M Remedy: Limited MAKES NO OTHER WARRANTIES INCLUDING, BUT NOT LIMITED TO, ANY IMPLIED Liability WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. If this consequential loss or damage arising from this 3M product, regardless of the legal theory ЭМ
Electrical Markets Division
Please recycle
www.3M.com/electrical © 3M 2019. All rights reserved.
78-8129-9255-6 Rev C
4 of 4
Valve Boxes
NDS® Valve Boxes
We put water in its place
*Sizes as needed per plan.

The Most Complete
Product Offering
Now, consolidated into two product series to make finding what you need and ordering it easier than ever before.

NDS® Standard Series
1 Quality features at a good value
NDS® Pro Spec Series
2 Commercial grade with enhanced features
6" Round 10" Round 14" × 19" • 13" × 20" 13" × 24" 17" × 30" NDS Standard Series
NDS Pro Spec Series
Available on the
Download our Mobile App - Search for NDS Drainage App Store Take the powerful resources of the NDS site with you on the go! GET IT ON Access our product catalog, online calculaters and planning fools. Google Play ndspro.com
Standard Series
6" Round Valve Box 28 SKUs
Box Options Black, Green, Sand Purple
ICV (black/green/sand/brown), Water (green),
Lid Options
Sewer (green), Reclaimed (purple/black)
10" Round Valve Box | 27 SKUS
Box Options Black, Green, Sand Purple
ICV (black/green/sand/brown), Water (black/green),
Lid Options
Sewer (green), Reclaimed (green/purple/black)
14" × 19" | 29 SKUs
Box Options Black, Green, Sand Purple, Extensions (8 SKUs) ICV (black/green/sand/brown), Water (black/green),
Lid Options
Sewer (green), Reclaimed (biack/green/purple), Electric (green) 13" × 20" | 21 SKUS
Box Options Black, Green, Sand. Purple, Extensions (8 SKUs) ICV (black/green/sand/brown). Water (black/green),
Lid Options
Sewer (green), Reclaimed (purple/black)
Visit ndspro.com for specs, detail drawings and case studies Pipe:

CRESLINE® PVC PURPLE

RECLAIMED WATER PIPE
CRESLINE PLASTIC PIPE CO., INC.
*SIZES as needed per plans.

FORM NO. 761 RW SPECIFICATIONS JANUARY, 2016

WEIGHT SOCKET FEET T PALLETS BELLED
MIN. PER DEPTH PER PER PART
SIZE O.D. WALL 100' INCHES PALLET T.L. NO.

SDR-21 *½" .840 .062 9.81 2.000 8400 44 57015
SOLVENT WELD % 1.050 .060 12.11 2.125 6600 40 57030
RECLAIMED WATER PIPE 1 1.315 .063 16.17 2.375 5400 57045 200 PSI 1¼ 1.660 .079 25.59 2.750 4000 32 57055
PVC1120 1½ 1.900 .090 33.32 3.000 3600 28 57070
ASTM D2241 2 2.375 .113 52.32 3.000 2800 24 57085
2½ 2.875 .137 76.53 3.500 2240 20 57100
3 3.500 .167 113.71 4.000 1500 57110
4 4.500 .214 192.22 5.000 580 28 57120
6 6.625 .316 420.11 6,500 400 20 57130
*SDR 13.5 - 315 PSI.

1.050 113 21.58 2.125 6600 40 57230
SCH-40 1 1.315 133 32.00 2.375 5400 32 57245
SOLVENT WELD 1¼ 1.660 -140 43.40 2.750 4000 32 57255
RECLAIMED WATER PIPE 1½ 1.900 .145 51.83 3.000 3600 28 57270 PVC1120 2 2.375 .154 69.71 3.000 2800 24 57285
ASTM D1785 2½ 2.875 .203 110.57 3.500 2240 57300
3 3.500 .216 144.82 4.000 1500 20 57310
4 4.500 .237 211.35 5.000 580 28 57320
SDR-21 WEIGHT SOCKET FEET PALLETS | BELLED
GASKET JOINT MIN. PER DEPTH PER PER PART
RECLAIMED WATER PIPE SIZE O.D. WALL 100' INCHES PALLET T.L. NO. 200 PSI *3" 3.500 - 167 116.68 5.000 1160 20 57180
PVC1120 *4 4.500 .214 193.02 6.000 760 57187
ASTM D2241 *6 6.625 .316 420.57 6.750 360 20 57195
*20 FT. LAYING LENGTH 1*.

GASKET JOINT PIPE IS PRODUCED WITH AN INTEGRAL BELL END WITH A REINFORCED GASKET CONFORMING TO ASTM F477.

CRESLINE RECLAIMED WATER PIPE IS PURPLE IN COLOR. PPFA E- CRESLINE PLASTIC PIPE CO., INC. www.cresline.com
600 Cross Pointe Blvd. Evansville, IN 47715 812-428-9350 Fax 812-428-9353 264 Silver Spring Rd. Mechanicsburg, PA 17050 717-766-2566 Fax 717-697-2371 2100 South 35th St. Council Bluffs, lA 5150- 712-322-2294 Fax 712-322-6673 3801 East Hwy. 31 Corsicana, TX 75109 903-872-8475 Fax 903-872-7732 PVC Fittings
LASCO

FITTINGS

SUBMITTAL
SCHEDULE 40 PVC
LASCO Fittings, now a part of NAPCO Pipe and Fittings, spe- cializes in the production and sale of injection molded fittings for Irrigation, Plumbing, Industrial, Pool/Spa and Retail mar- kets. LASCO Fittings, Inc. operates a 26-acre manufacturing facility in Brownsville, TN. With eight Regional Distribution Fa- cilities strategically located within the United States, LASCO provides worldwide distribution and overnight service.

Injection Molded PVC Pipe Fittings in sizes 3/8" through 12" LASCO Fittings, Inc.'s comprehensive line of PVC fittings offers a variety of injection molded configurations in Schedule 40 sizes 3/8" through 12" conforming to ASTM D 2466.

STANDARDS AND SPECIFICATIONS - Schedule 40
ASTM D-1784 - Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly Vinyl Chloride) (CPVC) Compounds.

ASTM D-2466 - Socket Type Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40.

ASTM F-1970 - Standard Specification for Special Engineered Fittings, Appurtenances or Valves for use in Poly (Vinyl Chloride) (PVC) or Chlorinated Poly (Vinyl Chloride) (CPVC) Systems.

MATERIAL - LASCO Schedule 40 Fittings are produced from PVC Type 1, Cell Classification 12454-B. - O-rings are produced from a Buna-N (Nitrile) material.

NSF/ANSI Standard 61, Annex G: Drinking Water System Components Weighted average lead content of ≤0.25% and is in compliance with California's Health & Safety Code Section 116875 (commonly known as AB1953) NSF/ANSI Standard 14: Plastics Piping system Components and Related Materials. Includes /ANSI Standard 61, Annex G DO NOT USE LASCO FITTINGS FOR COMPRESSED AIR OR GASES.

DO NOT TEST PVC PIPING SYSTEMS WITH COMPRESSED AIR OR GASES.

DO NOT USE FITTINGS WITH LIQUIDS NOT RECOMMENDED BY LASCO.

MADE IN USA
MODIFICATIONS OF FITTINGS VOIDS THE WARRANTY.

Limited Warranty
LASCO Fittings, Inc. products are warranted to be free from manufacturing defects in materials and workmanship. They are warranted against rot, rust, and electrolytic corrosion for a period of three years from date of installation. If LASCO products prove defective due to manufacturing defects in material or workmanship during that period, the manufacturer will provide new replacement units of the same type and size. No remedy will be granted under this warranty if LASCO products are not used strictly in accordance with LASCO's directions with respect to use and storage or if the products have been modified in any way. THE MANUFACTURER'S LIABILITY UNDER EXPRESSED OR IMPLIED WARRANTY OR FOR ANY REASON IS LIMITED TO FURNISHING REPLACEMENT UNITS OR GRANTING A CREDIT FOR DEFECTIVE UNITS. NO LABOR EXPENSE OR CONSEQUENTIAL DAMAGES WILL BE PAID BY LASCO. THIS WARRANTY IS IN LIEU OF ALL OTHER GUARANTEES AND WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO, WARRANTIES OF MERCHANTABILITY AND FITNESS FOR PURPOSE, EXCEPT FOR ANY WARRANTIES IMPLIED BY LAW FOR NONCOMMERCIAL CONSUMERS. ANY SUCH WARRANTIES ARE LIMITED TO THE DURATION OF THIS WRITTEN WARRANTY. 414 Morgan Street • Brownsville, TN 38012
(731) 772-3180 | www.lascofittings.com
This specification is provided for reference only. LASCO Fittings reserves the right to change any portion of this specification without notice and without incurring obligation to make such changes to LASCO products previously or subsequently sold.

PVC Fittings
LASCO
Fittings, Inc.

SUBMITTAL
SCHEDULE 80 PVC
LASCO Fittings, Inc., an Aalberts Industries company, spe- cializes in the production and sale of injection molded fittings for Irrigation, Plumbing, Industrial, Pool/Spa and Retail mar- kets. LASCO Fittings, Inc. operates a 26-acre manufacturing facility in Brownsville, TN. With eight Regional Distribution Fa- cilities strategically located within the United States, LASCO provides worldwide distribution and overnight service.

Injection Molded PVC Pipe Fittings in sizes 3/8" through 12" LASCO Fittings, Inc.'s comprehensive line of PVC injection molded fittings offers a variety of configurations in sizes 3/8" through 12". Schedule 80 fittings are manufactured to ASTM D 2467.

STANDARDS AND SPECIFICATIONS - Schedule 80 PVC
ASTM D-1784 - Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds.

ASTM D-2464 - Threaded Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80.

ASTM D-2467 - Socket Type Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80.

ASTM F-1970 - Standard Specification for Special Engineered Fittings, Appurtenances or Valves for use in Poly (Vinyl Chloride) (PVC) or Chlorinated Poly (Vinyl Chloride) (CPVC) Systems.

MATERIAL - LASCO Schedule 80 Fittings are produced from PVC Type 1, Cell Classification 12454- B. - O-Rings are produced from a fluorocarbon elastomer (VITON).

NSF (National Sanitation Foundation) for potable water services.

DO NOT USE LASCO FITTINGS FOR COMPRESSED AIR OR GASES.

DO NOT TEST PVC PIPING SYSTEMS WITH COMPRESSED AIR OR GASES.

DO NOT USE FITTINGS WITH LIQUIDS NOT RECOMMENDED BY LASCO.

MODIFICATIONS OF FITTINGS VOIDS THE WARRANTY. MADE IN USA Limited Warranty
LASCO Fittings, Inc. products are warranted to be free from manufacturing defects in materials and workmanship. They are warranted against rot, rust, and electrolytic corrosion for a period of three years from date of installation. If LASCO products prove defective due to manufacturing defects in material or workmanship during that period, the manufacturer will provide new replacement units of the same type and size. No remedy will be granted under this warranty if LASCO products are not used strictly in accordance with LASCO's directions with respect to use and storage or if the products have been modifed in any way. THE MANUFACTURER'S LIABILITY UNDER EXPRESSED OR IMPLIED WARRANTY OR FOR ANY REASON IS LIMITED TO FURNISHING REPLACEMENT UNITS OR GRANTING A CREDIT FOR DEFECTIVE UNITS. NO LABOR EXPENSE OR CONSEQUENTIAL DAMAGES WILL BE PAID BY LASCO. THIS WARRANTY IS IN LIEU OF ALL OTHER GUARANTEES AND WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO, WARRANTIES OF MERCHANTABILITY AND FITNESS FOR PURPOSE, EXCEPT FOR ANY WARRANTIES IMPLIED BY LAW FOR NONCOMMERCIAL CONSUMERS. ANY SUCH WARRANTIES ARE LIMITED TO THE DURATION OF THIS WRITTEN WARRANTY. 414 Morgan Street • Brownsville, TN 38012
(731) 772-3180 | www.lascofittings.com
This specification is provided for reference only. LASCO Fittings, Inc reserves the right to change nay portion of this specification without notice and without incurring obligation to make such changes to LASCO products previously or subsequentiy sold. Please visit our website www.lascofittings.com for the most current information

INDUSTRIES
QC Swing Joint
NDS:

SPECIFICATION

FLOW MANAGEMENT

TRIPLE SWING JOINTS ASSEMBLY
RATED @315 PSI STATIC PRESSURE @ 73°F QUICK PART NUMBER GUIDE

MOLDED IN THE USA
TSA-XXXX-**

MADE OF PVC TYPE I

EPDM O-RING / ACME THREAD SEALS

SIZE INLET OUTLET
ABBREVIATIONS:

BSP-BRITISH STANDARD PIPE SIZES AVAILABLE INLET CONFIGURATIONS

MIPT-MALE IRON PIPE INLET SIZE OUTLET SIZE PREFIX DESCRIPTION

STANDARD

THREAD (INCHES) (INCHES) BSP THREAD
0500 1/2 1/2 C SOCKET
LIE LENGTHS: 0750 3/4 3/4 L LONG SPIGOT (4")
1/2" (0500) = 10" 1000 1 1 S STANDARD SPIGOT
3/4" (0750) = 10" 1250 11/4 11/4 T MIPT
1" (1000) = 12" 1500 11/2 11/2

OUTLET CONFIGURATIONS
1 1/4" (1250) = 12" INLET SIZE OUTLET SIZE

DUAL SIZE SUFFIX DESCRIPTION
1 1/2" (1500) = 12" (INCHES) (INCHES)

A ACME THREAD
1210 11/4 1

B BSP THREAD
1215 1 1/4 1 1/2

C SOCKET
1512 11/2 11/4

R TRIPLE OUT (MIPT)

DUAL SIZES ONLY AVAILABLE IN
-TT, -ST, & -CT CONFIGURATIONS T MIPT

PART NUMBER CONNECTION CONNECTION

WEIGHT PICTURE

SIZE TYPE
TSA-0500-TT 1/2" X 1/2" 0.55
TSA-0750-TT 3/4" X 3/4" 0.70
TSA-1000-TT 1"X 1" 1.25
TSA-1210-TT 1 1/4" X 1" 1.80

MIPT X MIPT
TSA-1250-TT 1 1/4"X 1 1/4" 1.85
TSA-1215-TT 1 1/4" X 1 1/2" 1.90
TSA-1500-TT 11/2" X 1 1/2" 2.00
TSA-1512-TT 1/2" X 1 1/4"
TSA-0500-TC 1/2" X 1/2"
TSA-0750-TC 3/4" X 3/4"
TSA-1000-TC 1"X 1" MIPT X SOCKET 1.15
TSA-1250-TC 11/4" X 1 1/4" 1.90
TSA-1500-TC 1 1/2" X 1 1/2" 2.00
TSA-0500-TR 1/2" X 1/2" 0.55
TSA-0750-TR 3/4" X 3/4" 0.70

MIPT X TRIPLE
TSA-1000-TR 1" X 1" 1.50
TSA-1250-TR 1 1/4" X 1 1/4" OUT MIPT

1.90 TSA-1500-TR 1 1/2" X 1 1/2" 2.00
851 N. Harvard Avenue
Lindsay, CA 93247 Visit ndspro.com for specs, NDS
800-726-1994
[email protected] detail drawings, and case studies WE PUT WATER IN ITS PLACE

TECHNICAL
Sle Control
Quality Products by NDS SPECIFICATION

TRIPLE SWING JOINTS ASSEMBLY

CONNECTION CONNECTION

PART NUMBER WEIGHT PICTURE

SIZE TYPE
TSA-1000-TA 1"X 1" 1.25

MIPT X ACME
TSA-1250-TA 11/4" X 1 1/4" 1.90 SEE BELOW
1 1/2" X 1 1/2" THREAD
TSA-1500-TA 2.00
TSA-0500-TB 1/2" X 1/2" 0.55
TSA-0750-TB 3/4" X 3/4" 0.70

MIPT X BSP
TSA-1000-TB 1"X 1" 1.20
TSA-1250-TB 11/4" X 11/4" THREAD

1.90 TSA-1500-TB 1 1/2" X 1 1/2" 2.00
TSA-0500-ST 1/2" X 1/2" 0.50
TSA-0750-ST 3/4" X 3/4" 0.70
TSA-1000-ST 1"X I" 1.20
TSA-1210-ST 1 1/4" X 1" SPIGOT X MIPT 1.90
TSA-1250-ST 1 1/4"X 1 1/4" 1.90
TSA-1215-ST 1 1/4"X 11/2" 1.85
TSA-1500-ST 1 1/2" X 1 1/2" 2.00
TSA-0500-SC 1/2" X 1/2" 0.55
TSA-0750-SC 3/4" X 3/4" 0.65
TSA-1000-SC 1"X 1" SPIGOT X SOCKET 1.25
TSA-1250-SC 1 1/4" X 1 1/4" 1.75
TSA-1500-SC 1 1/2" X 1 1/2" 2.00
TSA-0750-LT 3/4" X 3/4" 0.75
TSA-1000-LT 1"X1" LONG SPIGOT X 1.35
1 1/4" X 1 1/4" SEE BELOW
TSA-1250-LT MIPT 1.90
TSA-1500-LT 1 1/2" X 1 1/2" 2.00
TSA-0500-CT 1/2" X 1/2" 0.55
TSA-0750-CT 3/4" X 3/4" 0.70
TSA-1000-CT 1"X 1" 1.30
11/4"X 1" SOCKET X MIPT
TSA-1210-CT 1.90
TSA-1250-CT 1 1/4" X 1 1/4" 1.90
TSA-1500-CT 1 1/2" X 1 1/2" 2.00
TSA-0500-BB 1/2" X 1/2" 0.55
TSA-0750-BB 3/4" X 3/4" 0.75

BSP THREAD X
TSA-1000-BB 1"X 1" 1.25

BSP THREAD
TSA-1250-BB 1 1/4" X 1 1/4" 1.85
TSA-1500-BB 1 1/2" X 1 1/2" 2.00
-TA -LT
851 N. Harvard Avenue
Lindsay, CA 93247 Visit ndspro.com for specs, NDS
800-726-1994
[email protected] detail drawings, and case studies WE PUT WATER IN ITS PLACE Pop-up Swing Joint
RAINY BIRD.

SA Series - Swing Assemblies
Primary Applications Specifications
Connects heads to lateral pipes. This low-cost, The operating range of the swing assemblies reliable, and flexible connection prevents matches or exceeds the operating range for heads or pipes from breaking when run over most 1/2" (1,3 cm) sprays and 3/4" (1,9 cm) by equipment and allows easy adjustment of rotors.
the heads to grade. • Operating pressure up to 80 psi (5,5 bar) • Surge pressure up to 240 psi (16,6 bar)
Features and Benefits
• Temperature up to 110° F (43° C)
Preassembled units save the • Maximum flow is 8 gpm (0.5 l/sec) contractor time and reduce
• Pressure loss at 6 gpm (0.38 l/sec) is
installation costs

2.0 psi (0.14 bar)
Swing arm lengths allow quick
adjustment of spray heads to
grade preventing damage from
lawn equipment
Unique Rain Bird
Quad Swing Assembly is the system offering:
most adaptable product, making
installation of spray heads on Swing Assemblies,
inclines fast and easy Saddle Tees, and
Spray Heads
How to Specify/Order
SA 12 5050 €
Model Optional
Swing Features
Assembly Q = Quad
Length Inlet/Outlet
050: 1/2"x 1/2"
12' 5050: 1/2"x 1/2"
6" 5075: 1/2"x 3/4"
7575: 3/4"x 3/4"
Model Number Part Number Length Inlet Outlet Notes

US METRIC US METRIC METRIC
SA-6050-P A48030P 6" 15,2 cm 1/2" 1,3 cm 1/2" 1,3 cm PALLET PACK SA-6050 A48030 6" 15,2 cm 1/2" 1,3 cm 1/2" 1,3 cm
SA-65050Q A48070 6" 15,2 cm 1/2" 1,3 cm 1/2" 1,3 cm QUAD SA-65075. A48055 6" 15,2 cm 1/2" 1,3 cm 3/4" 1,9 cm
[SA-125050 12° 1/2" :

A48035 30,5 cm 1,3 cm 1/2" 1,3 cm
SA-125050Q A48075 12" 30,5 cm 1/2" 1,3 cm 1/2" 1,3 cm QUAD SA-125075 A48045 12" 30.5 cm 1/2" 1,3 cm 3/4" 1,9 cm
SA-127575 A48050 12" 30,5 cm 3/4" 1,9 cm 3/4" 1,9 cm
SA-185050 A48065 18" 45,7 cm 1/2" 1,3 cm 1/2" 1,3 cm
Specifications
SA Series - Swing Assemblies - 1 FINISH GRADE/TOP OF MULCH The Swing Assemblies shall be used as a •2 POP-UP SPRAY SPRINKLER flexible swing joint assembly for 1/2" (1,3 cm) • 3 SWING ASSEMBLY and 3/4" (1,9 cm) inlet sprinklers. RAIN BIRD MODEL SA 6050 4 PVC LATERAL PIPE
The pipe shall be flexible black tubing 5 PVC SCH 40 TEE OR ELL constructed of linear low density
polyethylene material. The tubing shall have
a wall thickness of 0.090". It shall have an
inside diameter of 0.490". The fittings shall be
constructed of UV-resistant, thermoplastic
material. The model and logo shall be along
the length of the tubing.
12×02 • 1 FINISH GRADE
The Swing Assembly shall have an operating
pressure rating of 80 psi at 110° F (5,5 bar at - 2 ROTOR POP-UP SPRINKLER 43° C). The Swing Assembly shall be SWING ADEL SA 127575 manufactured by Rain Bird Corporation, PVC LATERAL PIPE Glendora, California. PVC SCH 40 TEE OR ELL
NOTE: A SWING ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 8 GPM RAINY BIRD®
Rain Bird Corporation Rain Bird Corporation Rain Bird International, Inc. 6991 E. Southpoint Road 970 West Sierra Madre Avenue P.O. Box 37 Tucson, AZ 85706 Azusa, CA 91702 Glendora, CA 91740-0037 Phone: (520) 741-6100 Phone: (626) 812-3400 Phone: (626) 963-9311 Fax: (520) 741-6522 Fax: (626) 812-3411 Fax: (626) 852-7343 in Bird Technical Servic Specification Hotline www.rainbird.com 0) RAINBIRD (U.S. and Cana 800-458-3005 (U.S. and Canada) The Intelligent Use of Water™ - Visit www.rainbird.com to learn about our efforts ® Registered Trademark of Rain Bird Corporation
© 2008 Rain Bird Corporation 3/08 D39659
PVC Solvent Cement

PRODUCT BULLETIN
WELDON® 795™

IPS CORPORATION LOW VOC PVC SOLVENT CEMENT
GENERAL DESCRIPTION:

WELD-ON® 795™ is a clear, or blue, low VOC emission, medium bodied, fast setting, high strength PVC solvent cement for all flex to flex and flex to rigid pipe and fittings with interference fit through 6 inch (160 mm) diameter, Schedule 80 through 3 inch (90 mm) diameter.

APPLICATION:

WELD-ON 795 is specially formulated to contain an elastomer which provides great joint flexibility. It cures rapidly with the dissipation of the solvent at room temperature, resulting in a very strong, flexible, water resistant bond. WELD-ON 795 is widely used in all aspects of the pool & spa industry including, but not limited to, pump, pipe, fittings and valves connections as well as for bonding PVC hose to rigid PVC fittings. It is also excellent for joining flexible vinyl to itself.

Detailed directions on making solvent cemented joints are printed on the container label. An installation DVD/CD covering solvent cementing is available, It not only describes the basic principles of solvent cementing, but also covers the handling, storage and se ot our products. It is highly recommended that the installer review the instructions supplied by the pipe and fitting manufacture NOTE: WELD-ON solvent cements must never be used in a PVC system using or being tested by compressed air or gases AVAILABILITY:
ear cement is available in ¼ pint (118 ml), ½ pint (237 ml), pint (473 ml), quart (946 ml) and gallon (3.785 I) metal cans. Blu ment is available in quart (946 ml) and gallon (3.785 I) metal cans. For detailed information on containers and applicators, se our current Price List.

STANDARDS AND CERTIFICATION LISTINGS:
• Meets ASTM D 2564 Standard.

NSI • Meets SCAQMD Rule 1168/316A.
• Compliant with LEED® (Leadership in Energy and Environmental Design). When using this WELD-ON low PW/DW/SW VOC product, credit can be claimed for LEED Green Building Rating System - Indoor Environmental Quality. • Listed by NSF International for compliance with ASTM D 2564, NSF/ANS| Standard 14, and NSF/ANSI Standar 51 for use on potable water, drain, waste, vent and sewer applications • Listed by lAPMO for compliance with applicable sections of the latest edition of the Uniform Plumbing Code®, SPECIFICATIONS:

COLOR: Clear or Blue
RESIN: PVC
SPECIFIC GRAVITY: 0.940 = 0.040
BROOKFIELD VISCOSITY: Minimum 500 cP @ 73° + 2°F (23° + 1°C) SHELF LIFE:

QUALITY ASSURANCE:

SHIPPING:

For One Liter and Above For Less than One Liter
Proper Shipping Name: Adhesive Proper Shipping Name: Consumer Commodity Hazard Class: 3 Hazard Class: ORM-D
Identification Number: UN 1133
Packing Group: I
Label Required: Flammable Liquid
Copyright © 2009 by IPS Corporation 795-04-2009
SAFETY AND ENVIRONMENTAL PRECAUTIONS:

This product is flammable and considered a hazardous material. In conformance with the Federal Hazardous Substances Labeling Act, the following hazards and precautions are given. Purchasers who repackage this product must also conform to all local, state and federal labeling, safety and other regulations. VOC emissions do not exceed 510 grams per liter.

DANGER: EXTREMELY FLAMMABLE. VAPOR HARMFUL.

MAY BE HARMFUL IF SWALLOWED. MAY IRRITATE SKIN OR EYES.

Keep out of reach of children. Do not take internally. Keep away from heat, spark, open flame and other sources of ignition. Vapors may ignite explosively. Solvent cement vapors are heavier than air and may travel to sources) of ignition at or near ground or lower level(s) and flash back. Keep container closed when not in use. Store between 40°F (5°C) and 110°F (44°C). Avoid breathing of vapors. Use only in well- ventilated area. If confined or partially enclosed, use forced ventilation. When necessary, use local exhaust ventilation to remove harmful airborne contaminants from employee breathing zone and to keep contaminates below 25 pm TWA. Atmospheric levels must be maintained below established exposure limits contained in Section Il of the Material Safety Data Sheet (MSDS). If airborne concentrations exceed those limits, use of a NIOSH approved organic vapor cartridge respirator with full face-piece is recommended. The effectiveness of an air-purifying respirator is limited. Use it only for a single short-term exposure. For emergency and other conditions where short-term exposure guidelines nay be exceeded, use an approved positive pressure self-contained breathing apparatus. Do not smoke, eat or drink while working with this roduct. Avoid contact with skin, eyes and clothing. May cause eye injury. Protective equipment such as gloves, goggles and impervious aprol should be used. Carefully read Material Safety Data Sheet and follow all precautions. Do not use this product for other than intended use MSDS that are copied and distributed for this material.

FIRST AID:

Inhalation: If overcome with vapors, remove to fresh air. If not breathing, give artificial respiration.

If breathing is difficult, give oxygen. Call physician.

Eye Contact: Flush with plenty of water for 15 minutes and call a physician.

Skin Contact: Wash skin with plenty of soap and water for at least 15 minutes.

If irritation develops, get medical attention.

Ingestion: If swallowed, give 1 or 2 glasses of water or milk. Do not induce vomiting.

Contact physician or poison control center immediately.

SPECIAL PRECAUTION:

Do not use a dry granular calcium hypochlorite as a disinfecting material for water purification in potable water piping systems. The introduction of granules or pellets of calcium hypochlorite with PVC and CPVC solvent cements and primers (including their vapors) may result in a violent hemical reaction if a water solution is not used. It is advisable to purify lines by pumping chlorinated water into the piping system - thi solution will be nonvolatile. Furthermore, dry granular calcium hypochlorite should not be stored or used near solvent cements and primer IMPORTANT NOTE:

This product is intended for use by skilled individuals at their own risk. These suggestions and data are based on information we believe to be reliable. Installers should verify for themselves that they can make satisfactory joints under varying conditions. Toward this end, it is highly desirable that they receive personal instruction from trained instructors or competent, experienced installers. Contact IPS® Corporation or 455 W. Victoria Street 500 Distribution Parkway
IPS Compton, CA 90220 U.S.A. Collierville, TN 38017 U.S.A.

Tel: 310.898.3300 Tel: 901.853.5001
Fax: 310.898.3392 Fax: 901.853.5008

CORPORATION
Cuto pacopco: 0.38.8312
PVC Primer

PRODUCT BULLETIN
WELD*ON P-70™

IPS CORPORATION INDUSTRIAL GRADE

LOW VOC PRIMER FOR PVC AND CPVC PIPES
GENERAL DESCRIPTION:

WELD-ON® P-70™ is an industrial grade, low VOC emission, non-bodied, fast acting, primer. The strong, aggressive action of P-70 primer rapidly softens and dissolves the joining surfaces of PVC and CPVC pipe and fittings. The benefit of this priming action is especially noticeable on parts being joined together in cold weather. Available in clear and purple; the latter allows easy identification when used on the joining surfaces.

APPLICATION:

WELD-ON P-70 primer, when used in conjunction with appropriate WELD-ON solvent cements, will make consistently strong, well- fused joints. It is essential that the joining surfaces of pipe and fittings be softened and remains softened prior to assembly. The main unction of the primer is to expedite the penetration and softening of the surfaces. Its rate of penetration into the joining surfaces i ore rapid than that of solvent cement alone. P-70 primer is suitable for use with all types, classes and schedules of PVC and CPVi pipe and fittings. It is specially recommended for use on Schedule 80 and large pipe size.

NOTE: WELD-ON solvent cements must never be used in a CPVC system using or being tested by compressed air or gases:
including air-over-water booster.

AVAILABILITY:

Both WELD-ON P-70 clear and purple primers are available in ¼ pint (118 ml), ½ pint (237 ml), pint (473 ml), quart (946 ml) anc gallon (3.785 l) metal cans. For detailed information on containers and applicators, see our current Price List STANDARDS AND CERTIFICATION LISTINGS:
• Meets ASTM F 656 Standard
NSF • Meets SCAQMD Rule 1168/316A
• Compliant with LEED® (Leadership in Energy and Environmental Design). When using this WELD-ON low PW/DWV/SW Purple Only VOC product, credit can be claimed for LEED Green Building Rating System - Indoor Environmental Quality. • Listed by NSF International for compliance with ASTM F 656, NSF/ANSI Standard 14, and NSF/ANSI Standard 61 for use on potable water, drain, waste, vent and sewer applications. •WELD-ON P-70 Purple Only - Listed by lAPMO for compliance with ASTM F 656 and applicable sections of the latest edition of the Uniform Plumbing Code®.

SPECIFICATIONS:

COLOR: Clear or Purple
SPECIFIC GRAVITY: 0.858 = 0.040
BROOKFIELD VISCOSITY: Water Thin
SHELF LIFE:
3 years in tightly sealed containers. The date code of manufacture is stamped on the bottom of the container. Stability of the product is limited by the evaporation of the solvent when the container is opened. Adding of solvents is not recommended and may significantly change the properties of the primer.

QUALITY ASSURANCE:

SHIPPING:

For One Liter and Above For Less than One Liter
Proper Shipping Name: Flammable Liquid Proper Shipping Name: Consumer Commodity n.o.s. (Methyl Ethyl Ketone, Tetrahydrofuran) Hazard Class: ORM-D Hazard Class:

Identification Number: UN 1993
Packing Group:

Label Required: Flammable Liquid
SAFETY AND ENVIRONMENTAL PRECAUTIONS:

This product is flammable and considered a hazardous material. In conformance with the Federal Hazardous Substances Labeling and rederal labeling, arey and other regulatons. VOC emisions do not exceed 50 grams per leralso conform to allocal, state Copyright © 2010 by IPS Corporation P70-07-2010
Pipe Thread Sealant
WELD ON WHITE SEAL PLUS ™

PIPE THREAD SEALANT
PRODUCT DESCRIPTION:

Weld-On® White Seal Plus™ is a multi-purpose pipe thread sealant with PTFE:
• Non-setting formula allows easy disassembly of joints without damage to pipe, fittings or threads. Protects threaded areas from rust and corrosion and prevents galling.
• Contains finely homogenized PTFE particles for filling cracks and thread imperfections - ensuring leak-proof seal.
• For sealing and lubricating all metal and plastic threaded pipe connections (ABS, PVC, CPVC, Polypropylene, & Nylon).
• No VOC content.
• Potable water safe. Non-toxic. Non-hardening. Lead free.

WELD*ON.

APPLICATION:

Weld-On White Seal Plus is designed for sealing and lubricating:
• Metal air & gasses (compressed WHINE SEAL PLUS"
piping systems carrying
manufactured, natural and steam) PIPE THREAD SEALANT
• Metal and plastic piping systems carrying ammonia, brine, acid MULTI-PURPOSE FORMUL (diluted), caustic alkalis (diluted), corrosives, freons, fuel (diesel, NITH PTFE PARTICLE Pretareu by professionals for sealing and brocat-
gasoline, jet fuel, and kerosene), oils, petroleum, propane, solvents, ing metal and plastic threaded pipe connections:
100°
sugar, and water. ABS, PVC, CPVC, Polypropylene and Nylon • Not recommended for oxygen, fluorine, or liquid sodium systems. SELLADOR PARA ROSCAS DE TUBERIAS-

FORMULA MULTIUSO CON PARTICULAS DE
STANDARD & CERTIFICATION: PFE. Preferidia por los profesionales para sellar y lubricar roscas de tuberias metalias y plisticas
• Certified by NSF International to NSF/ANSI Standard 14 and 61 for de: ABS, PVC, CPVC, polipropileno y nylon. use on potable water, drain, waste, vent and sewer applications 473 ML (1 PINT) • Listed by IAPMO for compliance with IAPMO PS 36-2014e1 and FBC applicable sections of the latest edition of the Uniform Plumbing Code • FBC™ System Compatible indicates that this product has been tested, I0 - LEAD FREE A MO EE TOICO » NO ME ENDUREGE • NO CONTINE PLONO and is monitored on an ongoing basis, to assure its chemical compatibility with FlowGuard Gold®, BlazeMaster® and Corzan® piping systems and products made with TempRite® Technology. The FBC System Compatible Logo, FBC™, FlowGuard Gold®, BlazeMaster®, Corzan®, and Temp Rite® are trademarks of Lubrizol Advanced Materials, Inc. NSF Up FBC or its affiliates. C
• Credit can be earned per LEED® (Leadership in Energy and SYSTEM COMPATIBLE Environmental Design), IEQ Credit 4.1 PW/DWV/SW
AVAILABILITY:

Weld-On White Seal Plus is available in ¼ pint (#87725), ½ pint (#87730), pint (#87735) and quart (#87740).

Store Weld-On White Seal between 20° F and 130° F (-6° C and 54° C). Sealant can be used as low as -50° F (-45° C).

1. Stir before use.

Ensure threads are clean (free of dirt, oil, moisture, etc.) and made with a good die.

3. Apply sealant freely to male threads only.

4. Assemble joints. Do not over torque. System may be put in service immediately.

TEMPERATURE RANGE:

Gas & Liquid: -50° F (-45° C) to 455° F (235° C)
PIPE PRESSURE RATING:

Gas: 3,000 psi
Liquid: 10,000 psi
SHELF-LIFE: 3 years in tightly sealed containers.

Refer to the current Weld-On White Seal Plus Safety Data Sheet for additional safety precautions, first-aid, storage, handling, transportation and disposal information.

Weld-On Adhesives, Inc., a division of IPS Corporation
455 W. Victoria Street, Compton, CA 90220, U.S.A. (503001 Tel: 310.898.3300 • Fax: 310.898.3392 • Customer Service: 800.421.2677 www.weldon.com WHITE SEAL PLUS-07-2020
Valve ID Tags
Christy'S
How To Specify

VALVE IDENTIFICATION TAGS
655 E. Ball Rd. • Anaheim, CA 92805 • Tel: (714) 507-3300 • Fax: (714) 507-3310 www.TChristy.com • 800-BLU-GLUE • Distribution Centers in Anaheim, Sacramento, and Nashville LIT-4036

VALVE IDENTIFICATION TAGS
Christy's® Valve ID Tags are available in two sizes and numerous colors, with both standard and custom legends to correctly identify valve, hose bibb and valve box installations. These tags are commonly used to both identify specific valve sequences (A1, A2 ...A99) and specific appli- cations (i.e. Recycled/Reclaimed Water). Our Valve I.D. Tags are designed and tested to last for years, while withstanding ultra-violet degradation and general weathering.

ID TAG FEATURES
Superfast Permanent Application
The top hole has been designed to pass a 16 gauge or smaller solenoid pigtail wire, or it can be attached to hose bibbs, valves, or handles with a nylon tie, or to the lid of a valve box with a bolt (not included). The hole can also be drill-enlarged. The outlet reinforcement on the tags has 180 Ibs. pull out resistance. This provides for an easily installed, virtually vandal-proof, custom identification product.

Durability, Flexibility and Maintenance
Christy's® ID tags are manufactured from a special ultra-violet stabilized polyurethane Behr Desopan material and are individually hot-stamped for maximum contrast and visibility. The tags are designed for various applications: valves, risers, hose bibbs, treatment plants, etc.

They require no maintenance and are designed to be a consistent identification point for the application. They will remain pliable and visible in the harshest above or below ground applications.

Special Identification Requirements
Through the use of custom plates, we can accommodate most designs. Our purple Maxi size tags are industry standard for marking systems using Recycled/ Reclaimed water. Style num- ber RC005 is in English and style number RC006 is bilingual. A sampling of our current special legends and logos is listed on the following pages. Additionally, tags are available in a variety of colors, to conform to both locally developed standards, as well as APWA and AWWA national standards.

VALVE IDENTIFICATION TAGS

RELIABLE IDENTIFICATION
With standard Alpha-Numeric numbering, the valve or marking designation can be seen from a distance of up to 50'. Industry standard yellow tags can accommodate up to three 1.125" alpha-numeric characters per side. The Maxi size tag can accom- modate up to four characters per side. We commonly provide standard sequences ranging from A1... A36 through Z1... Z36. In addition, we can accommodate A1 special alpha-numeric numbering requirement. This allows for logical and consistent zone, controller, valve or area sequence identification.

For Example:
(A1A, A1B, A1C...A1Z) (AAA, AAB, AAC... AAZ) (C26, C27...99) (125, 126,127...) Standard Irrigation Application
Tag size is 2.25" × 2.75"
NOTE: Standard
Tags are available in
Alpha-Numeric ONLY.

BLANK
A1 OR

PRINTED
Front Back
ID.STD XX
Color Stamping
IB - Blue I1 - Single Sided
G - Green 2 - Double Sided
P - Purple
R- Red
Y - Yellow
W - White
Example: ID.STD.Y1 is shown below.

A1
Front Back
3 VALVE IDENTIFICATION TAGS

SPECIFICATIONS AND DESIGN TEMPLATES
Short Form: Christy's* Identification Tags are to be provided as designated in the plans, conforming to the noted size, color and legend specifications listed.

Standard Specification: Identification Tags provided will be manufactured from polyurethane Behr Desopan, incorporating an integral attachment neck and reinforced attachment hole and will be capable of withstanding 180 Ibs. pull out resistance.

The Identification Tag shall be approximately _ (2.25" × 2.75" - Standard or 3" × 4" - Maxi) in size and .0625" thick. All lettering is capable of withstanding outdoor usage.

The standard alpha-numeric designations shall incorporate alpha-numeric lettering 1.125" in height. Special lettering, designations or stampings will be the maximum size available & either hot stamped or laser printed based on the manufacturers judgement.

The tag color will be _ (Yellow, Purple, Blue, Green, Red or White).

The marking tag will be - (Single or Double) side stamped with the following designation or message (see styles on following pages or design template below) or Christy's® style #_ _ The marking tag shall be manufactured by Christy's®, Anaheim, CA.

Maxi size can accommodate up to four 1.125" characters per side. The standard size tag will accommodate up to three characters per side for valve identification purposes.

AREA 7379"
-3.818" AREA 3.937" 2669"

2.056". 1.424"

2.932" - 2.252".

MAXI STANDARD
4

Ione City CouncilNovember 4, 2025

Ione City Council
November 4, 2025