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HomeMy WebLinkAboutAgenda - Agenda Packets - Regular Meeting AGENDA CITY COUNCIL - REGULAR MEETING TUESDAY, FEBRUARY 7, 2023 6:30 PM OPEN SESSION LIVE STREAM LINK: www.sanjacintoca.gov COMMUNITY CENTER 625 S. PICO AVENUE SAN JACINTO, CA 92583 951-487-7330 City of San Jacinto Page 1 Updated 2/2/2023 6:11 PM ALONSO LEDEZMA, MAYOR CRYSTAL RUIZ, MAYOR PRO TEM PHIL AYALA, COUNCILMEMBER BRIAN HAWKINS, COUNCILMEMBER VALERIE VANDEVER, COUNCILMEMBER This City Council meeting is being conducted in-person and will be broadcast utilizing Livestream video. The City Council meeting may be observed virtually by joining the link on the City’s website. Public Comments will only be accepted in person during the meeting or in writing to the City Clerk. Participants viewing the Livestream will not have a comment option. For those wishing to email public comments for the February 7, 2023, City Council meeting, please submit your comments to be read aloud at the meeting by the City Clerk. Email comments to comments@sanjacintoca.gov. Please put “PUBLIC COMMENT” in the email subject line. Email comments on matters not on the agenda must be received before the time the Mayor calls the item for Public Comments. Email comments on the agenda items must be received before the time the Mayor closes public comments on the agenda item. All email comments shall be subject to the same rules as would otherwise govern speaker comments at the Council meeting. Electronic comments on agenda items for January 17, 2023, may only be submitted via email. Comments via text and social media (Facebook, Twitter, etc.) will not be accepted. Reading of Public Comments: The City Clerk will read all email comments, provided that the reading shall not exceed three (3) minutes, or such other time as the Council may provide, consistent with the time limit for speakers at a Council meeting. The email comments submitted shall become part of the record of the Council meeting. In compliance with the Americans with Disabilities Act, if you need special assistance to participate i n this meeting, please contact the office of the City Clerk at 951-487-7330 ext. 339. Notification 48 hours prior to a meeting will enable the City to make reasonable arrangements to ensure accessibility to that meeting [28 CFR 35.102.35.104 ADA Title II]. City of San Jacinto Page 2 Updated 2/2/2023 6:11 PM 1. ORGANIZATION 1.1. Roll Call 1.2. Invocation 1.3. Pledge of Allegiance 1.4. Special Presentation(s)/Recognition(s) 1.4.1. Proclamation for African American Month 2023 1.5. Mayor/Council Member Reports 1.6. Late Items 2. PUBLIC COMMENTS 3. CONSENT CALENDAR 3.A. Consent Calendar - City Council 3.A.1. Waiver of Full Reading of Ordinance(s), and Reading by Title Only 3.A.2. Minutes of the Regular City Council Meeting of January 17, 2023. RECOMMENDATION: Staff recommends that the City Council approve the City Council Regular Meeting Minutes of January 17, 2023. Department: City Clerk 3.A.3. Resolution No. 3962, acknowledging receipt of a report from the CAL FIRE/Riverside County Fire Departments compliance with California Health and Safety Code Sections 13146.2 and 13146.3. RECOMMENDATION: Staff recommends that the City Council 1) Adopt Resolution No. 3962, acknowledging receipt of a report made by the Fire Chief of CAL FIRE/Riverside County Fire Department regarding compliance with the annual inspection of certain identified occupancies pursuant to sections 13146.2 and 13146.3 of the California Health and Safety Code. Department: City Clerk 3.A.4. Treasurer’s Report at December 31, 2022 RECOMMENDATION: Receive and File Treasurer’s Report for the month ending December 31, 2022. Department: Finance City of San Jacinto Page 3 Updated 2/2/2023 6:11 PM 3.A.5. FY 2021-22 Development Impact Fee Report RECOMMENDATION: Staff recommends that the City Council receive and file the FY 2021-22 AB1600 Development Impact Fee Report on the collection and use of certain development impact fees. Department: Finance 3.A.6. Road Closure for One Day on Shaver Street to Remove and Replace Deteriorated Electric Pole RECOMMENDATION: Staff recommends that the City Council approve the requested road closure on Shaver Street. Department: Engineering 3.A.7. Approval of Cooperative Agreement between Riverside County Flood Control and Water Conservation District, the City of San Jacinto and KB Homes Coastal Inc. for San Jacinto Valley Master Drainage Plan (MDP) Line E-5, Stage 1 (Tract Map No. 32247), Project No. 4-0-00222, District 3 RECOMMENDATION: Staff recommends that the City Council approve the Cooperative Agreement between the Riverside County Flood Control and Water Conservation District (District), the City of San Jacinto (City), and KB Homes Coastal Inc. (Developer); Authorize the City Manager to execute the Cooperative Agreement Documents on behalf of the City; Authorize the City Manager or designee to take all necessary steps to implement the Cooperative Agreement including, but not limited to negotiating, approving, and executing any non- substantive amendments and any assignment and assumption associated with change of ownership of the property, subject to approval by City Attorney; and Direct City Clerk to return four (4) executed Cooperative Agreements to the District. Department: Engineering 3.A.8. Award of Contract to Pureflow Filtration for the Equipping of the Bath Well Potable Water Treatment Plant RECOMMENDATION: Staff recommends that the City Council award the contract to Pureflow Filtration, for the sum of $1,655,850.00; Reject all other proposals; Authorize City Manager to execute the contract; and Authorize 5% contingency for pre- purchase negotiation in the amount of $73,750.00. Department: Water 3.A.9. Second Amendment to Landscape and Irrigation Maintenance Agreement with Inland Empire Landscape RECOMMENDATION: Staff recommends that the City Council authorize the City Manager to execute the Second Amendment to the Landscape and Irrigation Maintenance City of San Jacinto Page 4 Updated 2/2/2023 6:11 PM Agreement for Inland Empire Landscape in the amount of $117,372.00 annually for landscape and irrigation maintenance at the Mountain Avenue West Recharge Facility and various LLPD2 zones. Department: Parks 3.A.10. Update on Emergency Replacement of Water Main Line on Artesia Street, between N. Jordan Avenue and N. Algona Avenue RECOMMENDATION Staff recommends that the City Council determine that the project is statutorily exempt from California Environmental Quality Act (CEQA) pursuant to Section 15269 (Emergency Projects) (b) as the activity is the emergency repair of the publicly owned service facilities (domestic water line) necessary to maintain service essential to the public health, safety or welfare as determined with the August 2, 2022, City Council Emergency Declaration; and, receive and file the report on the emergency replacement of the water main line on Artesia Street between N. Jordan Avenue and N. Algona Avenue; and, determine that there is a need to continue the emergency act ion pursuant to San Jacinto Municipal Code §3.08.070(B)(1). Department: Water 4. PUBLIC HEARING 4.1. Resolution No. 3963 – Amending San Jacinto Power Electric Generation Rates RECOMMENDATION: Staff recommends that the City Council: 1) Adopt Resolution No. 3963 amending San Jacinto Power electric generation rates effective February 21, 2023. Department: Finance 5. DISCUSSION ITEMS 5.1. San Jacinto Avenue and Shaver Street Traffic Signal Installation and Signal Interconnectivity between Seventh Street and Esplanade Avenue (CIP 19-001) RECOMMENDATION: Staff recommends that the City Council approve the plans and specifications for the San Jacinto Avenue and Shaver Street Traffic Signal Installation and Signal Interconnectivity between Seventh Street and Esplanade Avenue Project (CIP 19- 001); Award the construction contract to Elecnor Belco Electric, Inc., for the sum of $789,446; Allocate 10% of the bid amount for soft costs and 10% for construction contingencies; Reject all other bids; Authorize the City Manager to execute the construction contract; and Allocate an additional $378,657 from Measure A to the project. Department: Engineering City of San Jacinto Page 5 Updated 2/2/2023 6:11 PM 6. FUTURE REQUESTS FROM CITY COUNCIL TO CITY MANAGER 7. ADJOURNMENT DOCUMENTS RELATED TO OPEN SESSION AGENDAS (SB343) - Any public record relating to an open session agenda item that is distributed within 72 hours prior to the meeting is available for public inspection at the public counter located in the Administration Building of City Hall, 595 S. San Jacinto Avenue, San Jacinto, CA 92583. I, Julia Espinoza, City Clerk of the City of San Jacinto, do hereby certify that I caused to be posted the foregoing agenda this 2nd day of February 2023 as requested by law. Julia Espinoza, City Clerk February 7, 2023 TO: City Council REQUESTED BY: Julia Espinoza, City Clerk APPROVED BY: Robert A. Johnson, City Manager SUBJECT: Proclamation for African American Month ATTACHMENTS: African American Month 1.4.1 Packet Pg. 6 Proclamation Of The City of San Jacinto African American Month WHEREAS, our nation has never fully lived up to the founding principles of this nation that all people are created equal and have the right to be treated equally throughout their lives, we in the City of San Jacinto are committed to fulfilling that promise for all of our citizens; and WHEREAS, in the year 1926, Mr. Carter G. Woodson founded the Association for the Study of Negro Life and History in American Life; and WHEREAS, in order to carry on the tradition Mr. Woodson began, Black History Month is observed to inform and educate our communities about the history of black men and women and the contributions they have made to American life and culture; and WHEREAS, each year during African American History Month, we explore the history and culture of African Americans, and we discover a new treasure of history about the triumph of the human spirit; and WHEREAS, this untold history is not only an important part of African American history but an essential part of American history, and it is fitting that we set aside a special time to acknowledge this important segment of citizens of our state and their history; and WHEREAS, the Human Relations Council of the Greater Hemet, San Jacinto and, Menifee Regions commemorates Black History in our Valley by inviting Middle School, High School and, College students to participate in its Nineteenth Annual Black History Essay Contest; NOW THEREFORE, The San Jacinto City Council proclaims February 2023, as African American History Month, on this 7th day of February 2023. Alonso Ledezma, Mayor Brian Hawkins, Councilmember Valerie Vandever, Councilmember Phil Ayala, Councilmember Crystal Ruiz, Mayor Pro Tem 1.4.1.a Packet Pg. 7 Attachment: African American Month (Proclamation for African American Month) February 7, 2023 TO: City Council REQUESTED BY: Julia Espinoza, City Clerk APPROVED BY: Robert A. Johnson, City Manager SUBJECT: Regular Meeting Minutes of January 17, 2023 RECOMMENDATION: Staff recommends that the City Council approve the City Council Regular Meeting Minutes of January 17, 2023. ATTACHMENTS: January 17, 2023 City Council Minutes 3.A.2 Packet Pg. 8 Page 1 ALONSO LEDEZMA, MAYOR CRYSTAL RUIZ, MAYOR PRO TEM PHIL AYALA, COUNCILMEMBER BRIAN HAWKINS, COUNCILMEMBER VALERIE VANDEVER, COUNCILMEMBER ACTION MINUTES SAN JACINTO CITY COUNCIL– REGULAR MEETING TUESDAY, JANUARY 17, 2023 6:30 PM OPEN SESSION COMMUNITY CENTER 625 S. Pico Avenue San Jacinto, CA 92583 951-487-7330 1. ORGANIZATION Mayor Ledezma called the meeting to order at 6:30 p.m. 1.1. Roll Call City Clerk Julia Espinoza conducted the roll call: Present: Mayor Alonso Ledezma, Mayor Pro Tem Crystal Ruiz, Councilmember Phil Ayala, Councilmember Brian Hawkins, Councilmember Valerie Vandever 1.2. Invocation Councilmember Vandever gave the invocation. 1.3. Pledge of Allegiance Mayor Ledezma led the Pledge of Allegiance. 1.4. Mayor/Council Member Reports Councilmembers provided their reports. 1.5. Late Items There were no late items. 3.A.2.a Packet Pg. 9 Attachment: January 17, 2023 City Council Minutes (Regular Meeting Minutes of January 17, 2023) Page 2 City Council Regular Meeting Action Minutes January 17, 2023 2. PUBLIC COMMENTS There were three (3) public comments:  Norm Kyriss  Adam Eventov  Melissa Vargas 3. CONSENT CALENDAR 3.A. Consent Calendar - City Council 3.A.1. Waiver of Full Reading of Ordinance(s), and Reading by Title Only 3.A.2. Minutes of the Regular City Council/Successor Agency to the Redevelopment Agency Meeting of January 3, 2023/City Clerk/Approved 3.A.3. Warrants and Disbursements - December 2022/Finance/Approved 3.A.4. Update on Emergency Replacement of Water Main Line on Artesia Street, between N. Jordan Avenue and N. Algona Avenue/Water/Approved 3.A.5. Resolution of Intention to Annex Territory into Community Facilities District No. 2020-1 and to Authorize the Levy of Special Taxes Therein/Finance/Approved 3.A.6. CIP Budget Adjustment for the Sallee Park Improvement Project/Community Development/Approved M/S/C (Hawkins/Ledezma) to approve the Consent Calendar. Motion carried 5/0. Ayes: Ayala, Vandever, Hawkins, Ruiz, Ledezma Nays: None Absent: None Abstain: None 4. DISCUSSION ITEMS 4.1. Mayor's Local Appointments List Mayor Ledezma presented the staff report. Mayor Alonso Ledezma made one-year appointments for calendar year 2023 as follows:  Riverside County Transportation Commission (RCTC) o Mayor Ledezma o Councilmember Vandever (alternate)  Western Riverside County Council of Governments (WRCOG) o Mayor Pro Tem Ruiz o Mayor Ledezma (alternate) 3.A.2.a Packet Pg. 10 Attachment: January 17, 2023 City Council Minutes (Regular Meeting Minutes of January 17, 2023) Page 3 City Council Regular Meeting Action Minutes January 17, 2023  Riverside Transit Agency (RTA) o Mayor Ledezma o Councilmember Hawkins (alternate)  Watermaster o Councilmember Hawkins o Councilmember Vandever (alternate)  Western Riverside County Regional Conservation Authority (RCA) o Mayor Pro Tem Ruiz o Councilmember Ayala (alternate)  Ramona Bowl o Mayor Pro Tem Ruiz o Councilmember Vandever (alternate)  League of California Cities o Councilmember Ayala o Councilmember Hawkins (1st alternate) o Councilmember Vandever (2nd alternate)  Southern California Council of Governments (SCAG) o Mayor Pro Tem Ruiz o Councilmember Vandever (alternate) M/S/C (Ruiz/Hawkins) to approve the Mayor’s local and regional committee appointments for year 2023. Motion carried 5/0. Ayes: Hawkins, Ruiz, Ayala, Vandever, Ledezma Nays: None Absent: None Abstain: None 5. CITY MANAGER UPDATE City Manager Rob Johnson presented the update for November and December 2022. 6. FUTURE REQUESTS FROM CITY COUNCIL TO STAFF 7. ADJOURNMENT With no further business before the City Council, Mayor Ledezma adjourned the meeting at 7:56 p.m. in honor of fallen Riverside County Sheriff’s, Deputy Darnell Calhoun. 3.A.2.a Packet Pg. 11 Attachment: January 17, 2023 City Council Minutes (Regular Meeting Minutes of January 17, 2023) Page 4 City Council Regular Meeting Action Minutes January 17, 2023 CITY OF SAN JACINTO: _________________________ Alonso Ledezma, Mayor ATTEST: ____________________________ Julia Espinoza, City Clerk Approved as read: Approved as amended: 3.A.2.a Packet Pg. 12 Attachment: January 17, 2023 City Council Minutes (Regular Meeting Minutes of January 17, 2023) February 7, 2023 TO: City Council REQUESTED BY: Julia Espinoza, City Clerk APPROVED BY: Robert A. Johnson, City Manager SUBJECT: Resolution No. 3962 - SB 1205 RECOMMENDATION: Staff recommends that the City Council 1) Adopt Resolution No. 3962, acknowledging receipt of a report made by the Fire Chief of CAL FIRE/Riverside County Fire Department regarding compliance with the annual inspection of certain identified occupancies pursuant to sections 13146.2 and 13146.3 of the California Health and Safety Code. DISCUSSION: Senate Bill (SB) 1205 was approved on September 27, 2018, which requires annual reporting to the City Council on fire departments compliance of state mandated inspections of certain occupancies. In accordance with California Health and Safety Codes 13146.2, 13146.3, and 13146.4 all identified occupancy’s have been inspected. FISCAL IMPACT: There is no fiscal impact. ATTACHMENTS: Resolution No. 3962 - SB 1205 SB1205-Text 3.A.3 Packet Pg. 13 Resolution No. 3962 Page 1 of 4 STATE OF CALIFORNIA) RESOLUTION NO. 3962 COUNTY OF RIVERSIDE)ss CITY OF SAN JACINTO) RESOLUTION OF THE CITY OF SAN JACINTO ACKNOWLEDGING RECEIPT OF A REPORT MADE BY THE FIRE CHIEF OF THE CAL FIRE/RIVERSIDE COUNTY FIRE DEPARTMENT REGARDING COMPLIANCE WITH THE ANNUAL INSPECTION OF CERTAIN OCCUPANCIES PURSUANT TO SECTIONS 13146.2 AND 13146.3 OF THE CALIFORNIA HEALTH AND SAFETY CODE WHEREAS, California Health and Safety Code (“Health and Safety Code”) section 13146.4 was added in 2018, and became effective on January 1, 2019; and WHEREAS, Health and Safety Code section 13146.4 requires all fire departments, including the CAL FIRE/Riverside County Fire Department, that provide fire protection services to report an nually to its administering authority on its compliance with Health and Safety Code sections 13146.2 and 13146.3; and WHEREAS, Health & Safety Code sections 13146.2 and 13146.3 requires all fire departments, including the CAL FIRE/Riverside County Fire Department, that provide fire protection services to perform annual inspections in every building used as a public or private school, hotel, motel, lodging house, apartment house, and certain residential care facilities in the City of San Jacinto for complian ce with building standards, as provided; and WHEREAS, the City Council of the City of San Jacinto (City) intends this Resolution to fulfill the requirements of the Health and Safety Code section 13146.4 regarding acknowledgment of the CAL FIRE/Riverside County Fire Department’s compliance with Health and Safety Code sections 13146.2 and 13146.3. NOW, THEREFORE, BE IT RESOLVED that the City expressly acknowledges the measure of compliance of the CAL FIRE/Riverside County Fire Department with Health and Safety Code sections 13146.2 and 13146.3 in the City of San Jacinto by the County of 3.A.3.a Packet Pg. 14 Attachment: Resolution No. 3962 - SB 1205 (Resolution No. 3962 - SB 1205) Resolution No. 3962 Page 2 of 4 Riverside for the time period of July 1, 2021 to June 30, 2022, as follows: Section 1. Educational Group E occupancies, for the purposes of this Resolution, are generally those public and private schools, used by more than six persons at any one time for educational purposes through the 12th grade. The CAL FIRE/Riverside County Fire Department completed 100% of the annual inspections of the identified Group E occupancies, buildings, structures and/or facilities in the City of San Jacinto. Section 2. Residential Group R occupancies, for the purposes of this Resolution, are generally those occupancies containing sleeping units, and include hotels, motels, apartments (three units or more), etc. as well as other residential occupancies (including a number of residential care facilities). These residential care facilities have a number of different sub-classifications, and they may contain residents or clients that have a range of needs, including those related to custodial care, mobility impairments, cognitive disabilities, etc. The residents may also be non-ambulatory or bedridden. The CAL FIRE/Riverside County Fire Department completed 100% of the annual inspections of the identified Group R occupancies, buildings, structures and/or facilities in the City of San Jacinto. PASSED, APPROVED, and ADOPTED this 7th day of February 2023 by the following vote: AYES: NAYS: ABSENT: ABSTAIN: 3.A.3.a Packet Pg. 15 Attachment: Resolution No. 3962 - SB 1205 (Resolution No. 3962 - SB 1205) Resolution No. 3962 Page 3 of 4 CITY OF SAN JACINTO: ________________________________ Alonso Ledezma, Mayor ATTEST: Julia Espinoza, City Clerk APPROVED AS TO FORM: BEST, BEST & KRIEGER, LLP. ______________________________ Michael J. Maurer, City Attorney 3.A.3.a Packet Pg. 16 Attachment: Resolution No. 3962 - SB 1205 (Resolution No. 3962 - SB 1205) Resolution No. 3962 Page 4 of 4 CERTIFICATION STATE OF CALIFORNIA) COUNTY OF RIVERSIDE) ss CITY OF SAN JACINTO) I, Julia Espinoza, City Clerk of the City of San Jacinto, DO HEREBY CERTIFY that the foregoing Resolution No. 3962 was passed, approved, and adopted at the Regular Meeting of the San Jacinto City Council held on the 7th day of February 2023, by the following vote: AYES: NAYS: ABSENT: ABSTAIN: WITNESS MY HAND AND OFFICIAL SEAL this 7th day of February, 2023. ________________________________ Julia Espinoza, City Clerk City of San Jacinto 3.A.3.a Packet Pg. 17 Attachment: Resolution No. 3962 - SB 1205 (Resolution No. 3962 - SB 1205) Senate Bill No. 1205 CHAPTER 854 An act to add Section 13146.4 to the Health and Safety Code, relating to fire protection. [Approved by Governor September 27, 2018. Filed with Secretary of State September 27, 2018.] legislative counsel’s digest SB 1205, Hill. Fire protection services: inspections: compliance reporting. Existing law requires the chief of any city or county fire department or district providing fire protection services and his or her authorized representatives to inspect every building used as a public or private school within his or her jurisdiction, for the purpose of enforcing specified building standards, not less than once each year, as provided. Existing law requires every city or county fire department or district providing fire protection services that is required to enforce specified building standards to annually inspect certain structures, including hotels, motels, lodging houses, and apartment houses, for compliance with building standards, as provided. This bill would require every city or county fire department, city and county fire department, or district required to perform the above-described inspections to report annually to its administering authority, as defined, on the department’s or district’s compliance with the above-described inspection requirements, as provided. The bill would require the administering authority to acknowledge receipt of the report in a resolution or a similar formal document. To the extent this bill would expand the responsibility of a local agency, the bill would create a state-mandated local program. The California Constitution requires the state to reimburse local agencies and school districts for certain costs mandated by the state. Statutory provisions establish procedures for making that reimbursement. This bill would provide that, if the Commission on State Mandates determines that the bill contains costs mandated by the state, reimbursement for those costs shall be made pursuant to the statutory provisions noted above. The people of the State of California do enact as follows: SECTION 1. Section 13146.4 is added to the Health and Safety Code, to read: 13146.4. (a)  Every city or county fire department, city and county fire department, or district required to perform an annual inspection pursuant 93 3.A.3.b Packet Pg. 18 Attachment: SB1205-Text (Resolution No. 3962 - SB 1205) to Sections 13146.2 and 13146.3 shall report annually to its administering authority on its compliance with Sections 13146.2 and 13146.3. (b)  The report made pursuant to subdivision (a) shall occur when the administering authority discusses its annual budget, or at another time determined by the administering authority. (c)  The administering authority shall acknowledge receipt of the report made pursuant to subdivision (a) in a resolution or a similar formal document. (d)  For purposes of this section, “administering authority” means a city council, county board of supervisors, or district board, as the case may be. SEC. 2. If the Commission on State Mandates determines that this act contains costs mandated by the state, reimbursement to local agencies and school districts for those costs shall be made pursuant to Part 7 (commencing with Section 17500) of Division 4 of Title 2 of the Government Code. O 93 — 2 —Ch. 854 3.A.3.b Packet Pg. 19 Attachment: SB1205-Text (Resolution No. 3962 - SB 1205) February 7, 2023 TO: City Council REQUESTED BY: Tom Prill, Deputy City Manager APPROVED BY: Robert A. Johnson, City Manager SUBJECT: Treasurer’s Report at December 31, 2022 RECOMMENDATION: Receive and File Treasurer’s Report for the month ending December 31, 2022. BACKGROUND: The Treasurer’s Report is required to be presented to the governing body at least quarterly in accordance with California Government Code Section 53600 et. seq. DISCUSSION: Total Cash and City Investments increased 2.73% during the month. This includes cash, cash in bank and cash with trustee. The attached Treasurer’s report is a “snapshot” report of our cash position on the last day of the month in all of our accounts. A section demonstrating compliance with the adopted Investm ent Policy and a chart depicting historical interest rates for certain positions is also included. Detailed statements of investments from Chandler Asset Management and Public Trust Advisors have also been included. FISCAL IMPACT: None. ATTACHMENTS: 2022 December Treasurer's Report 3.A.4 Packet Pg. 20 3.A.4.aPacket Pg. 21Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) 3.A.4.aPacket Pg. 22Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) - 0.500 1.000 1.500 2.000 2.500 1/202/203/204/205/206/207/208/209/2010/2011/2012/201/212/213/214/215/216/217/218/219/2110/2111/2112/211/222/223/224/225/226/227/228/229/2210/2211/2212/22Interest Rates -01/2020 to 12/2022 LAIF LAMMA-BoH MMA-Mech PIMMA-Mech Chandler PTA 3.A.4.a Packet Pg. 23 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) MONTHLY ACCOUNT STATEMENT City of San Jacinto - Account #10167 DECEMBER 1, 2022 THROUGH DECEMBER 31, 2022 Information contained herein is confidential. We urge you to compare this statement to the one you receive from your qualified custodian. Please see Important Disclosures. CHANDLER ASSET MANAGEMENT chandlerasset.com Chandler Team: For questions about your account, please call (800) 317-4747, or contact operations@chandlerasset.com Custodian US Bank Alexander Bazan (503) 402-5305 3.A.4.a Packet Pg. 24 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) ACCOUNT SUMMARY Beg. Values as of 11/30/22 End Values as of 12/31/22 Market Value 10,622,866 10,635,206 Accrued Interest 50,537 50,023 Total Market Value 10,673,403 10,685,229 Income Earned 14,838 15,346 Cont/WD -989 Par 11,268,541 11,284,933 Book Value 11,279,831 11,294,703 Cost Value 11,342,992 11,359,387 TOP ISSUERS Government of United States 40.0% Federal National Mortgage Assoc 12.2% Federal Home Loan Bank 11.4% Federal Home Loan Mortgage Corp 8.8% Berkshire Hathaway 2.5% Inter-American Dev Bank 1.9% Apple Inc 1.9% Wal-Mart Stores 1.8% Total 80.6% PORTFOLIO CHARACTERISTICS Average Modified Duration 2.27 Average Coupon 1.79% Average Purchase YTM 1.62% Average Market YTM 4.48% Average S&P/Moody Rating AA+/Aa1 Average Final Maturity 2.50 yrs Average Life 2.40 yrs CREDIT QUALITY (S&P)MATURITY DISTRIBUTIONSECTOR ALLOCATION Portfolio Summary As of December 31, 2022 City of San Jacinto Account #10167 PERFORMANCE REVIEW Annualized TOTAL RATE OF RETURN 1M 3M YTD 1YR 2YRS 3YRS 5YRS 10YRS 6/30/2012 City of San Jacinto 0.12%1.03%-4.73%-4.73%-2.89%-0.62%0.73%0.73%0.75% San Jacinto 1-5 Yr US Tsy & Agy Blended Index*0.07%0.94%-5.25%-5.25%-3.19%-1.08%0.36%0.46%0.47% San Jacinto 1-5 Yr AAA-A US Corp & Govt Blend**0.07%1.04%-5.29%-5.29%-3.20%-1.08%0.42%0.58%0.61% *ICE BofA 1-3 Yr US Treasury Index to 3/31/20; then ICE BofA 1-5 Yr US Treasury & Agency Index **ICE BofA 1-3 Yr AAA-A US Corporate & Government Index to 3/31/20; then ICE BofA 1-5 Yr AAA-A US Corporate & Government Index Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 1 3.A.4.a Packet Pg. 25 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Category Standard Comment U.S. Treasuries No limitations; Full faith and credit of the U.S. are pledged for the payment of principal and interest Complies Federal Agencies No Limitations; Federal agencies or U.S. government-sponsored enterprise obligations, participations, or other instruments, including those issued or fully guaranteed as to principal and interest by federal agencies or U.S. government sponsored enterprises. Complies Supranational Obligations "AA" rating category or better by a NRSRO; 30% maximum; 10% max per issuer; U.S. dollar denominated senior unsecured unsubordinated obligations issued or unconditionally guaranteed by the International Bank for Reconstruction and Development ("IBRD"), the International Finance Corporation ("IFC") or the Inter-American Development Bank ("IADB") Complies Municipal Securities "A" rating category or better by a NRSRO; 30% maximum; 5% max per issuer Complies Corporate Medium Term Notes "A" rating category or better by at least two NRSROs; 30% maximum; 5% max per issuer; Issued by corporations organized and operating within the U.S. or by depository institutions licensed by the U.S. or any state and operating within the U.S. Complies Asset-Backed (ABS), Mortgage-Backed Securities; Mortgage Pass-Throughs; Collateralized Mortgage Obligations (CMOs) "AA" rating category or better by at least two NRSROs; "A" issuer rating category or higher by at least two NRSROs; 20% maximum; 5% max per issuer Complies Negotiable Certificates of Deposit (NCD)"A" long-term issuer rating category or higher by at least two NRSROs; and/or "A-1" short term rated or higher by at least two NRSROs; 30% maximum; 5% max per issuer Complies Certificate of Deposit Placement Service (CDARS)30% max (combination of Certificates of Deposit, including CDARS)Complies FDIC Insured Time Deposits (Non- negotiable CD/TD) 20% maximum (combined FDIC insured and collateralized TD/ CD); Amount per institution is limited to maximum covered under federal insurance Complies Collateralized Time Deposits (Non- negotiable CD/TD) "A" long-term debt rating category or higher by at least two NRSROs; and/or "A-1" short term debt rated or higher by at least two NRSROs; 20% maximum (combined FDIC and collateralized TD/ CD)Complies Collateralized Bank Deposits City's deposits with financial institutions will be collateralized with pledged securities per California Government Code Complies Banker’s Acceptances "A-1" short term debt rated or higher by at least two NRSROs; and "A" long-term debt rated or higher by at least two NRSROs; 40% maximum; 5% max per issuer; 180 days max maturity Complies Commercial Paper "A-1" short term debt rated or higher by at least two NRSROs; and "A" long-term debt rated or higher by at least two NRSROs; 25% maximum; 5% max per issuer; 270 days max maturity; Issuer is a corporation organized and operating in the U.S. with assets > $500 million Complies Money Market Mutual Funds Registered with SEC under Investment Company Act of 1940 and issued by diversified management companies and meet either of the following criteria: (i) Highest rating by two NRSROs; or (ii) Retained an investment adviser registered or exempt from SEC registration with > 5 years experience managing money market mutual funds with AUM >$500 million; 20% max combined Money Market Mutual Funds and Mutual Funds; 20% max per Money Market Mutual Fund Complies City of San Jacinto As of December 31, 2022 Assets managed by Chandler Asset Management are in full compliance with state law and with the City's investment policy. Statement of Compliance 3.A.4.a Packet Pg. 26 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Mutual Funds Invest in securities as authorized under CGC, Section 53601 (a) to (k) and (m) to (q) inclusive and meet either of the following criteria: (i) Highest rating by two NRSROs; or (ii) Retained an investment adviser registered or exempt from SEC registration with > 5 years experience investing in securities authorized by CGC, Section 53601 and with AUM >$500 million; 20% max combined Money Market Mutual Funds and Mutual Funds; 10% max per Mutual Fund Complies Local Agency Investment Fund (LAIF)70% of the portfolio may be invested in LAIF, up to the maximum permitted balance; Not used by investment adviser Complies Local Government Investment Pools and Joint Powers Authority Pools Riverside County Investment Fund- 70% max of the total portfolio JPA Pools- 50% max of the total portfolio Complies Repurchase Agreements 102% collateralized; 1 year max maturity Complies Prohibited Securities Any investments not specifically described in the policy; Futures and options; Inverse floaters; Ranges notes, Interest-only strips from mortgaged backed securities; Zero interest accrual securities if held to maturity; Margin purchasing or selling; Reverse repurchase agreements; Foreign currency denominated securities Complies Max Callables 20% maximum callable securities (does not include "make whole call" securities)Complies Max Per Issuer 5% of portfolio per issuer (except U.S. Government, its Agencies and enterprises, Money Market Mutual Funds, Mutual Funds, LAIF, LGIP, Supranationals, or unless otherwise specified in the investment policy)Complies Maximum Maturity 5 years Complies 3.A.4.a Packet Pg. 27 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) BOOK VALUE RECONCILIATION BEGINNING BOOK VALUE $11,279,831.34 Acquisition + Security Purchases $0.00 + Money Market Fund Purchases $41,486.21 + Money Market Contributions $0.00 + Security Contributions $0.00 + Security Transfers $0.00 Total Acquisitions $41,486.21 Dispositions - Security Sales $0.00 - Money Market Fund Sales $0.00 - MMF Withdrawals $988.55 - Security Withdrawals $0.00 - Security Transfers $0.00 - Other Dispositions $0.00 - Maturites $0.00 - Calls $0.00 - Principal Paydowns $24,106.21 Total Dispositions $25,094.76 Amortization/Accretion +/- Net Accretion ($1,519.84) ($1,519.84) Gain/Loss on Dispositions +/- Realized Gain/Loss $0.00 $0.00 ENDING BOOK VALUE $11,294,702.95 CASH TRANSACTION SUMMARY BEGINNING BALANCE $28,922.94 Acquisition Contributions $0.00 Security Sale Proceeds $0.00 Accrued Interest Received $0.00 Interest Received $17,244.96 Dividend Received $135.04 Principal on Maturities $0.00 Interest on Maturities $0.00 Calls/Redemption (Principal)$0.00 Interest from Calls/Redemption $0.00 Principal Paydown $24,106.21 Total Acquisitions $41,486.21 Dispositions Withdrawals $988.55 Security Purchase $0.00 Accrued Interest Paid $0.00 Total Dispositions $988.55 ENDING BOOK VALUE $69,420.60 Reconciliation Summary As of December 31, 2022 City of San Jacinto California Account #10167 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 3 3.A.4.a Packet Pg. 28 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Holdings Report As of December 31, 2022 City of San Jacinto Account #10167 CUSIP Security Description Par Value/Units Purchase Date Book Yield Cost Value Book Value Mkt Price Mkt YTM Market Value Accrued Int. % of Port. Gain/Loss Moody/S&P Fitch Maturity Duration ABS 65479JAD5 Nissan Auto Receivables Owner 2019-C A3 1.93% Due 7/15/2024 10,042.60 10/16/2019 1.94% 10,042.06 10,042.42 99.64 5.03% 10,006.66 8.61 0.09% (35.76) Aaa / AAA NR 1.54 0.11 47789KAC7 John Deere Owner Trust 2020-A A3 1.1% Due 8/15/2024 12,575.11 03/04/2020 1.11% 12,574.34 12,574.83 99.13 4.89% 12,465.25 6.15 0.12% (109.58) Aaa / NR AAA 1.62 0.23 89237VAB5 Toyota Auto Receivables Trust 2020-C A3 0.44% Due 10/15/2024 20,301.19 07/21/2020 0.44% 20,299.62 20,300.52 98.40 5.33% 19,976.24 3.97 0.19% (324.28) Aaa / AAA NR 1.79 0.32 43813KAC6 Honda Auto Receivables Trust 2020-3 A3 0.37% Due 10/18/2024 45,142.15 09/22/2020 0.38% 45,135.51 45,140.29 97.82 5.31% 44,155.82 6.03 0.41% (984.47) NR / AAA AAA 1.80 0.44 47787NAC3 John Deere Owner Trust 2020-B A3 0.51% Due 11/15/2024 9,491.13 07/14/2020 0.52% 9,489.69 9,490.70 98.46 5.34% 9,345.32 2.15 0.09% (145.38) Aaa / NR AAA 1.88 0.32 58769KAD6 Mercedes-Benz Auto Lease Trust 2021- B A3 0.4% Due 11/15/2024 55,000.00 06/22/2021 0.40% 54,995.85 54,998.31 97.12 5.30% 53,414.75 9.78 0.50% (1,583.56) NR / AAA AAA 1.88 0.59 09690AAC7 BMW Vehicle Lease Trust 2021-2 A3 0.33% Due 12/26/2024 34,111.55 09/08/2021 0.34% 34,108.03 34,110.03 97.72 5.25% 33,332.18 1.88 0.31% (777.85) Aaa / NR AAA 1.99 0.46 89236XAC0 Toyota Auto Receivables 2020-D A3 0.35% Due 1/15/2025 21,405.02 10/06/2020 0.36% 21,401.03 21,403.11 98.25 4.95% 21,029.64 3.33 0.20% (373.47) NR / AAA AAA 2.04 0.38 05601XAC3 BMW Vehicle Lease Trust 2022-1 A3 1.1% Due 3/25/2025 35,000.00 01/11/2022 1.11% 34,994.77 34,997.05 96.74 5.29% 33,860.39 6.42 0.32% (1,136.66) NR / AAA AAA 2.23 0.78 43813GAC5 Honda Auto Receivables Trust 2021-1 A3 0.27% Due 4/21/2025 21,037.26 02/17/2021 0.27% 21,036.88 21,037.11 96.73 6.22% 20,349.46 1.58 0.19% (687.65) Aaa / NR AAA 2.31 0.55 89240BAC2 Toyota Auto Receivables Owners 2021- A A3 0.26% Due 5/15/2025 51,518.11 02/02/2021 0.27% 51,508.54 51,514.40 97.42 4.82% 50,189.62 5.95 0.47% (1,324.78) Aaa / NR AAA 2.37 0.56 47788UAC6 John Deere Owner Trust 2021-A A3 0.36% Due 9/15/2025 34,888.09 03/02/2021 0.37% 34,881.38 34,884.76 96.55 5.21% 33,685.85 5.58 0.32% (1,198.91) Aaa / NR AAA 2.71 0.71 43815GAC3 Honda Auto Receivables Trust 2021-4 A3 0.88% Due 1/21/2026 35,000.00 11/16/2021 0.89% 34,992.62 34,995.13 94.91 5.11% 33,217.02 8.56 0.31% (1,778.11) Aaa / NR AAA 3.06 1.22 47789QAC4 John Deere Owner Trust 2021-B A3 0.52% Due 3/16/2026 45,000.00 07/13/2021 0.52% 44,995.99 44,997.58 94.91 5.29% 42,708.50 10.40 0.40% (2,289.08) Aaa / NR AAA 3.21 1.08 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 4 3.A.4.a Packet Pg. 29 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Holdings Report As of December 31, 2022 City of San Jacinto Account #10167 CUSIP Security Description Par Value/Units Purchase Date Book Yield Cost Value Book Value Mkt Price Mkt YTM Market Value Accrued Int. % of Port. Gain/Loss Moody/S&P Fitch Maturity Duration ABS 89238JAC9 Toyota Auto Receivables Trust 2021-D A3 0.71% Due 4/15/2026 35,000.00 11/09/2021 0.71% 34,999.25 34,999.51 94.21 5.70% 32,973.50 11.04 0.31% (2,026.01) NR / AAA AAA 3.29 1.18 43815BAC4 Honda Auto Receivables Trust 2022-1 A3 1.88% Due 5/15/2026 60,000.00 02/15/2022 1.89% 59,990.98 59,993.37 95.03 5.03% 57,017.96 50.13 0.53% (2,975.41) Aaa / AAA NR 3.37 1.60 47787JAC2 John Deere Owner Trust 2022-A A3 2.32% Due 9/16/2026 45,000.00 03/10/2022 2.34% 44,990.05 44,992.31 95.91 5.12% 43,161.11 46.40 0.40% (1,831.20) Aaa / NR AAA 3.71 1.48 47800AAC4 John Deere Owner Trust 2022-B A3 3.74% Due 2/16/2027 45,000.00 07/12/2022 3.77% 44,995.70 44,996.24 97.70 4.93% 43,965.35 74.80 0.41% (1,030.89) Aaa / NR AAA 4.13 1.99 Total ABS 615,512.21 1.05% 615,432.29 615,467.67 5.20% 594,854.62 262.76 5.57% (20,613.05) Aaa / AAA AAA 2.68 0.92 AGENCY 3137EAEN5 FHLMC Note 2.75% Due 6/19/2023 200,000.00 11/13/2018 3.08% 197,176.00 199,715.58 99.16 4.59% 198,312.34 183.33 1.86% (1,403.24) Aaa / AA+ AAA 0.47 0.46 313383YJ4 FHLB Note 3.375% Due 9/8/2023 200,000.00 12/27/2018 2.73% 205,630.00 200,820.70 98.99 4.88% 197,980.54 2,118.75 1.87% (2,840.16) Aaa / AA+ NR 0.69 0.66 3137EAEY1 FHLMC Note 0.125% Due 10/16/2023 180,000.00 10/22/2020 0.26% 179,253.00 179,802.26 96.45 4.75% 173,607.76 46.88 1.63% (6,194.50) Aaa / AA+ AAA 0.79 0.77 3130A0F70 FHLB Note 3.375% Due 12/8/2023 220,000.00 01/30/2019 2.71% 226,593.40 221,268.82 98.57 4.96% 216,848.50 474.38 2.03% (4,420.32) Aaa / AA+ AAA 0.94 0.91 3135G0V34 FNMA Note 2.5% Due 2/5/2024 375,000.00 03/24/2020 0.82% 398,835.00 381,752.12 97.63 4.75% 366,112.93 3,802.08 3.46% (15,639.19) Aaa / AA+ AAA 1.10 1.05 3130A1XJ2 FHLB Note 2.875% Due 6/14/2024 210,000.00 Various 1.96% 219,055.20 212,632.62 97.72 4.51% 205,211.46 285.10 1.92% (7,421.16) Aaa / AA+ NR 1.45 1.40 3130A2UW4 FHLB Note 2.875% Due 9/13/2024 150,000.00 10/29/2019 1.76% 157,737.00 152,699.26 97.12 4.65% 145,681.93 1,293.75 1.38% (7,017.33) Aaa / AA+ AAA 1.70 1.62 3130A3GE8 FHLB Note 2.75% Due 12/13/2024 250,000.00 12/16/2019 1.77% 261,672.50 254,558.87 96.86 4.45% 242,147.63 343.75 2.27% (12,411.24) Aaa / AA+ NR 1.95 1.87 3135G0X24 FNMA Note 1.625% Due 1/7/2025 225,000.00 01/16/2020 1.69% 224,298.00 224,715.26 94.54 4.48% 212,723.96 1,767.19 2.01% (11,991.30) Aaa / AA+ AAA 2.02 1.93 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 5 3.A.4.a Packet Pg. 30 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Holdings Report As of December 31, 2022 City of San Jacinto Account #10167 CUSIP Security Description Par Value/Units Purchase Date Book Yield Cost Value Book Value Mkt Price Mkt YTM Market Value Accrued Int. % of Port. Gain/Loss Moody/S&P Fitch Maturity Duration AGENCY 3137EAEP0 FHLMC Note 1.5% Due 2/12/2025 245,000.00 02/13/2020 1.52% 244,811.35 244,920.10 94.29 4.35% 231,019.87 1,418.96 2.18% (13,900.23) Aaa / AA+ AAA 2.12 2.03 3135G03U5 FNMA Note 0.625% Due 4/22/2025 310,000.00 Various 0.63% 309,949.40 309,980.80 91.94 4.33% 285,029.31 371.35 2.67% (24,951.49) Aaa / AA+ AAA 2.31 2.24 3130AJKW8 FHLB Note 0.5% Due 6/13/2025 225,000.00 06/24/2020 0.52% 224,824.50 224,913.51 91.30 4.28% 205,425.75 56.25 1.92% (19,487.76) Aaa / AA+ AAA 2.45 2.39 3137EAEU9 FHLMC Note 0.375% Due 7/21/2025 145,000.00 07/21/2020 0.48% 144,277.90 144,631.03 90.57 4.31% 131,329.53 241.67 1.23% (13,301.50) Aaa / AA+ AAA 2.56 2.49 3135G05X7 FNMA Note 0.375% Due 8/25/2025 230,000.00 08/25/2020 0.47% 228,923.60 229,429.34 90.27 4.30% 207,616.90 301.88 1.95% (21,812.44) Aaa / AA+ AAA 2.65 2.58 3137EAEX3 FHLMC Note 0.375% Due 9/23/2025 230,000.00 09/23/2020 0.44% 229,307.70 229,621.97 90.07 4.27% 207,160.94 234.79 1.94% (22,461.03) Aaa / AA+ AAA 2.73 2.66 3135G06G3 FNMA Note 0.5% Due 11/7/2025 250,000.00 11/09/2020 0.57% 249,105.00 249,488.36 90.01 4.26% 225,026.76 187.50 2.11% (24,461.60) Aaa / AA+ AAA 2.85 2.77 Total Agency 3,645,000.00 1.30% 3,701,449.55 3,660,950.60 4.51% 3,451,236.11 13,127.61 32.42% (209,714.49) Aaa / AA+ AAA 1.79 1.73 CORPORATE 06051GEU9 Bank of America Corp Note 3.3% Due 1/11/2023 70,000.00 01/28/2019 3.29% 70,032.20 70,000.22 99.97 4.46% 69,976.06 1,090.83 0.67% (24.16) A2 / A- AA- 0.03 0.03 084670BR8 Berkshire Hathaway Callable Note Cont 1/15/2023 2.75% Due 3/15/2023 150,000.00 08/26/2019 1.83% 154,525.50 150,051.26 99.57 4.81% 149,357.73 1,214.58 1.41% (693.53) Aa2 / AA A+ 0.20 0.20 24422EUR8 John Deere Capital Corp Note 3.45% Due 1/10/2024 150,000.00 03/14/2019 2.95% 153,322.50 150,706.43 98.75 4.71% 148,122.59 2,458.13 1.41% (2,583.84) A2 / A A 1.03 0.98 808513BN4 Charles Schwab Corp Callable Note Cont 2/18/2024 0.75% Due 3/18/2024 40,000.00 03/16/2021 0.77% 39,980.00 39,991.93 95.07 4.99% 38,027.20 85.83 0.36% (1,964.73) A2 / A A 1.21 1.18 023135BW5 Amazon.com Inc Note 0.45% Due 5/12/2024 90,000.00 05/10/2021 0.50% 89,868.60 89,940.41 94.22 4.88% 84,802.32 55.13 0.79% (5,138.09) A1 / AA AA- 1.36 1.33 46625HJX9 JP Morgan Chase Note 3.625% Due 5/13/2024 145,000.00 12/19/2019 2.20% 153,560.80 147,661.22 98.31 4.92% 142,548.78 700.83 1.34% (5,112.44) A1 / A- AA- 1.37 1.31 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 6 3.A.4.a Packet Pg. 31 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Holdings Report As of December 31, 2022 City of San Jacinto Account #10167 CUSIP Security Description Par Value/Units Purchase Date Book Yield Cost Value Book Value Mkt Price Mkt YTM Market Value Accrued Int. % of Port. Gain/Loss Moody/S&P Fitch Maturity Duration CORPORATE 78015K7H1 Royal Bank of Canada Note 1.15% Due 6/10/2025 200,000.00 10/14/2021 1.17% 199,878.00 199,918.33 91.61 4.84% 183,213.85 134.17 1.72% (16,704.48) A1 / A AA- 2.44 2.35 931142EW9 Wal-Mart Stores Note 3.9% Due 9/9/2025 30,000.00 09/06/2022 3.92% 29,979.00 29,981.18 98.48 4.50% 29,544.52 364.00 0.28% (436.66) Aa2 / AA AA 2.69 2.49 857477BR3 State Street Bank Callable Note Cont 2/6/2025 1.746% Due 2/6/2026 35,000.00 02/02/2022 1.75% 35,000.00 35,000.00 93.13 5.24% 32,594.20 246.14 0.31% (2,405.80) A1 / A AA- 3.10 2.00 91324PEC2 United Health Group Inc Callable Note Cont 4/15/2026 1.15% Due 5/15/2026 30,000.00 Various 1.08% 30,097.10 30,066.07 89.43 4.57% 26,829.96 44.08 0.25% (3,236.11) A3 / A+ A 3.37 3.23 89236TJK2 Toyota Motor Credit Corp Note 1.125% Due 6/18/2026 120,000.00 06/15/2021 1.13% 119,947.20 119,963.45 88.46 4.78% 106,157.46 48.75 0.99% (13,805.99) A1 / A+ A+ 3.47 3.32 61747YET8 Morgan Stanley Callable Note Cont 7/17/2025 4.679% Due 7/17/2026 60,000.00 07/18/2022 4.68% 60,000.00 60,000.00 98.37 5.37% 59,019.02 1,255.53 0.56% (980.98) A1 / A- A+ 3.55 2.32 89114TZG0 Toronto-Dominion Bank Note 1.25% Due 9/10/2026 200,000.00 11/17/2021 1.70% 195,888.00 196,843.41 87.56 4.98% 175,110.57 770.83 1.65% (21,732.84) A1 / A AA- 3.70 3.51 931142ER0 Wal-Mart Stores Callable Note Cont 08/17/2026 1.05% Due 9/17/2026 30,000.00 09/08/2021 1.09% 29,943.30 29,957.93 88.67 4.39% 26,599.67 91.00 0.25% (3,358.26) Aa2 / AA AA 3.72 3.55 87612EBM7 Target Corp Callable Note Cont 12/15/2026 1.95% Due 1/15/2027 65,000.00 01/19/2022 1.99% 64,889.50 64,910.30 90.91 4.43% 59,090.21 584.46 0.56% (5,820.09) A2 / A A 4.04 3.77 037833CJ7 Apple Inc Callable Note Cont 11/9/2026 3.35% Due 2/9/2027 210,000.00 10/05/2022 4.38% 201,528.60 201,987.96 95.80 4.48% 201,174.30 2,774.92 1.91% (813.66) Aaa / AA+ NR 4.11 3.73 808513BY0 Charles Schwab Corp Callable Note Cont 2/3/2027 2.45% Due 3/3/2027 45,000.00 03/01/2022 2.47% 44,951.40 44,959.49 91.31 4.77% 41,091.45 361.38 0.39% (3,868.04) A2 / A A 4.17 3.86 084664CZ2 Berkshire Hathaway Callable Note Cont 2/15/2027 2.3% Due 3/15/2027 130,000.00 03/07/2022 2.30% 129,975.30 129,979.25 92.41 4.29% 120,130.14 880.39 1.13% (9,849.11) Aa2 / AA A+ 4.21 3.91 023135CF1 Amazon.com Inc Callable Note Cont 3/13/2027 3.3% Due 4/13/2027 60,000.00 04/11/2022 3.35% 59,876.40 59,894.20 95.04 4.59% 57,026.52 429.00 0.54% (2,867.68) A1 / AA AA- 4.28 3.90 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 7 3.A.4.a Packet Pg. 32 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Holdings Report As of December 31, 2022 City of San Jacinto Account #10167 CUSIP Security Description Par Value/Units Purchase Date Book Yield Cost Value Book Value Mkt Price Mkt YTM Market Value Accrued Int. % of Port. Gain/Loss Moody/S&P Fitch Maturity Duration CORPORATE 665859AW4 Northern Trust Company Callable Note Cont 4/10/2027 4% Due 5/10/2027 130,000.00 09/28/2022 4.70% 126,240.40 126,448.15 97.78 4.57% 127,108.40 736.67 1.20% 660.25 A2 / A+ A+ 4.36 3.93 91324PEG3 United Health Group Inc Callable Note Cont 4/15/2027 3.7% Due 5/15/2027 50,000.00 05/17/2022 3.69% 50,025.40 50,022.25 96.84 4.50% 48,418.18 236.40 0.46% (1,604.07) A3 / A+ A 4.37 3.96 931142EX7 Wal-Mart Stores Callable Note Cont 09/09/2027 3.95% Due 9/9/2027 140,000.00 10/05/2022 4.51% 136,557.40 136,722.06 98.61 4.28% 138,057.11 1,720.44 1.31% 1,335.05 Aa2 / AA AA 4.69 4.18 Total Corporate 2,180,000.00 2.59% 2,176,066.60 2,165,005.50 4.69% 2,064,000.24 16,283.49 19.47% (101,005.26) A1 / A+ A+ 2.90 2.65 MONEY MARKET FUND 31846V203 First American Govt Obligation Fund Class Y 69,420.60 Various 3.79% 69,420.60 69,420.60 1.00 3.79% 69,420.60 0.00 0.65% 0.00 Aaa / AAA AAA 0.00 0.00 Total Money Market Fund 69,420.60 3.79% 69,420.60 69,420.60 3.79% 69,420.60 0.00 0.65% 0.00 Aaa / AAA AAA 0.00 0.00 SUPRANATIONAL 4581X0DV7 Inter-American Dev Bank Note 0.875% Due 4/20/2026 230,000.00 04/13/2021 0.97% 228,946.60 229,304.85 89.58 4.29% 206,024.80 396.91 1.93% (23,280.05) Aaa / AAA AAA 3.30 3.19 Total Supranational 230,000.00 0.97% 228,946.60 229,304.85 4.29% 206,024.80 396.91 1.93% (23,280.05) Aaa / AAA AAA 3.30 3.19 US TREASURY 912828Y61 US Treasury Note 2.75% Due 7/31/2023 125,000.00 12/27/2018 2.59% 125,874.02 125,110.03 98.91 4.65% 123,642.63 1,438.52 1.17% (1,467.40) Aaa / AA+ AAA 0.58 0.56 912828W71 US Treasury Note 2.125% Due 3/31/2024 210,000.00 12/05/2019 1.63% 214,331.25 211,249.66 96.91 4.71% 203,503.02 1,140.14 1.92% (7,746.64) Aaa / AA+ AAA 1.25 1.20 912828Y87 US Treasury Note 1.75% Due 7/31/2024 220,000.00 01/17/2020 1.63% 221,160.16 220,404.97 95.69 4.60% 210,512.50 1,611.14 1.99% (9,892.47) Aaa / AA+ AAA 1.58 1.52 9128282U3 US Treasury Note 1.875% Due 8/31/2024 230,000.00 12/12/2019 1.76% 231,230.86 230,434.34 95.70 4.59% 220,108.16 1,465.30 2.07% (10,326.18) Aaa / AA+ AAA 1.67 1.60 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 8 3.A.4.a Packet Pg. 33 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Holdings Report As of December 31, 2022 City of San Jacinto Account #10167 CUSIP Security Description Par Value/Units Purchase Date Book Yield Cost Value Book Value Mkt Price Mkt YTM Market Value Accrued Int. % of Port. Gain/Loss Moody/S&P Fitch Maturity Duration US TREASURY 912828YV6 US Treasury Note 1.5% Due 11/30/2024 230,000.00 12/12/2019 1.74% 227,421.48 229,006.40 94.68 4.43% 217,763.31 303.30 2.04% (11,243.09) Aaa / AA+ AAA 1.92 1.85 91282CDN8 US Treasury Note 1% Due 12/15/2024 185,000.00 12/22/2021 0.94% 185,310.74 185,203.92 93.65 4.42% 173,256.76 86.40 1.62% (11,947.16) Aaa / AA+ AAA 1.96 1.90 912828ZC7 US Treasury Note 1.125% Due 2/28/2025 400,000.00 03/24/2020 0.51% 412,046.88 405,277.62 93.42 4.35% 373,672.00 1,529.01 3.51% (31,605.62) Aaa / AA+ AAA 2.16 2.09 912828ZT0 US Treasury Note 0.25% Due 5/31/2025 230,000.00 06/04/2020 0.39% 228,373.83 229,213.26 90.86 4.28% 208,967.65 50.55 1.96% (20,245.61) Aaa / AA+ AAA 2.42 2.36 9128284Z0 US Treasury Note 2.75% Due 8/31/2025 155,000.00 06/24/2021 0.72% 167,950.98 163,246.93 96.20 4.27% 149,114.81 1,448.31 1.41% (14,132.12) Aaa / AA+ AAA 2.67 2.51 9128285C0 US Treasury Note 3% Due 9/30/2025 200,000.00 02/25/2022 1.87% 207,804.69 205,975.65 96.74 4.27% 193,484.40 1,532.97 1.83% (12,491.25) Aaa / AA+ AAA 2.75 2.58 91282CAZ4 US Treasury Note 0.375% Due 11/30/2025 240,000.00 12/15/2020 0.37% 240,018.75 240,011.02 89.54 4.23% 214,884.48 79.12 2.01% (25,126.54) Aaa / AA+ AAA 2.92 2.84 91282CBC4 US Treasury Note 0.375% Due 12/31/2025 250,000.00 01/28/2021 0.41% 249,541.02 249,720.32 89.46 4.15% 223,652.25 2.59 2.09% (26,068.07) Aaa / AA+ AAA 3.00 2.92 91282CBQ3 US Treasury Note 0.5% Due 2/28/2026 250,000.00 03/24/2021 0.82% 246,123.05 247,515.82 89.21 4.18% 223,027.25 424.72 2.09% (24,488.57) Aaa / AA+ AAA 3.16 3.07 91282CBT7 US Treasury Note 0.75% Due 3/31/2026 250,000.00 Various 0.86% 248,714.06 249,136.07 89.73 4.16% 224,336.00 479.05 2.10% (24,800.07) Aaa / AA+ AAA 3.25 3.14 91282CCP4 US Treasury Note 0.625% Due 7/31/2026 300,000.00 08/25/2021 0.82% 297,152.34 297,932.28 88.47 4.12% 265,406.40 784.65 2.49% (32,525.88) Aaa / AA+ AAA 3.58 3.47 9128282A7 US Treasury Note 1.5% Due 8/15/2026 150,000.00 09/23/2021 0.91% 154,230.47 153,131.40 91.26 4.12% 136,886.70 849.86 1.29% (16,244.70) Aaa / AA+ AAA 3.62 3.44 912828V98 US Treasury Note 2.25% Due 2/15/2027 130,000.00 03/29/2022 2.53% 128,334.38 128,593.14 93.19 4.06% 121,148.82 1,104.82 1.14% (7,444.32) Aaa / AA+ AAA 4.13 3.84 91282CEF4 US Treasury Note 2.5% Due 3/31/2027 225,000.00 05/25/2022 2.73% 222,626.95 222,921.91 93.98 4.06% 211,456.13 1,437.16 1.99% (11,465.78) Aaa / AA+ AAA 4.25 3.94 91282CET4 US Treasury Note 2.625% Due 5/31/2027 215,000.00 Various 3.36% 207,938.48 208,624.84 94.41 4.02% 202,973.33 496.15 1.90% (5,651.51) Aaa / AA+ AAA 4.42 4.10 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 9 3.A.4.a Packet Pg. 34 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Holdings Report As of December 31, 2022 City of San Jacinto Account #10167 CUSIP Security Description Par Value/Units Purchase Date Book Yield Cost Value Book Value Mkt Price Mkt YTM Market Value Accrued Int. % of Port. Gain/Loss Moody/S&P Fitch Maturity Duration US TREASURY 91282CFM8 US Treasury Note 4.125% Due 9/30/2027 350,000.00 11/21/2022 4.00% 351,886.72 351,844.15 100.54 4.00% 351,873.20 3,688.70 3.33% 29.05 Aaa / AA+ AAA 4.75 4.23 Total US Treasury 4,545,000.00 1.50% 4,568,071.11 4,554,553.73 4.27% 4,249,669.80 19,952.46 39.96% (304,883.93) Aaa / AA+ AAA 2.87 2.71 TOTAL PORTFOLIO 11,284,932.81 1.62% 11,359,386.75 11,294,702.95 4.48% 10,635,206.17 50,023.23 100.00% (659,496.78) Aa1 / AA+ AAA 2.50 2.27 TOTAL MARKET VALUE PLUS ACCRUED 10,685,229.40 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 10 3.A.4.a Packet Pg. 35 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Transaction Ledger As of December 31, 2022 City of San Jacinto Account #10167 Transaction Type Settlement Date CUSIP Quantity Security Description Price Acq/Disp Yield Amount Interest Pur/Sold Total Amount Gain/Loss ACQUISITIONS Purchase 12/01/2022 31846V203 134.96 First American Govt Obligation Fund Class Y 1.000 3.35%134.96 0.00 134.96 0.00 Purchase 12/08/2022 31846V203 3,712.50 First American Govt Obligation Fund Class Y 1.000 3.35%3,712.50 0.00 3,712.50 0.00 Purchase 12/10/2022 31846V203 1,150.00 First American Govt Obligation Fund Class Y 1.000 3.35%1,150.00 0.00 1,150.00 0.00 Purchase 12/13/2022 31846V203 4,000.00 First American Govt Obligation Fund Class Y 1.000 3.35%4,000.00 0.00 4,000.00 0.00 Purchase 12/14/2022 31846V203 3,018.75 First American Govt Obligation Fund Class Y 1.000 3.35%3,018.75 0.00 3,018.75 0.00 Purchase 12/15/2022 31846V203 925.00 First American Govt Obligation Fund Class Y 1.000 3.35%925.00 0.00 925.00 0.00 Purchase 12/15/2022 31846V203 94.00 First American Govt Obligation Fund Class Y 1.000 3.35%94.00 0.00 94.00 0.00 Purchase 12/15/2022 31846V203 87.00 First American Govt Obligation Fund Class Y 1.000 3.35%87.00 0.00 87.00 0.00 Purchase 12/15/2022 31846V203 19.50 First American Govt Obligation Fund Class Y 1.000 3.35%19.50 0.00 19.50 0.00 Purchase 12/15/2022 31846V203 20.71 First American Govt Obligation Fund Class Y 1.000 3.35%20.71 0.00 20.71 0.00 Purchase 12/15/2022 31846V203 18.33 First American Govt Obligation Fund Class Y 1.000 3.35%18.33 0.00 18.33 0.00 Purchase 12/15/2022 31846V203 140.25 First American Govt Obligation Fund Class Y 1.000 3.35%140.25 0.00 140.25 0.00 Purchase 12/15/2022 31846V203 93.40 First American Govt Obligation Fund Class Y 1.000 3.35%93.40 0.00 93.40 0.00 Purchase 12/15/2022 31846V203 896.43 First American Govt Obligation Fund Class Y 1.000 3.35%896.43 0.00 896.43 0.00 Purchase 12/15/2022 31846V203 2,359.23 First American Govt Obligation Fund Class Y 1.000 3.35%2,359.23 0.00 2,359.23 0.00 Purchase 12/15/2022 31846V203 2,380.13 First American Govt Obligation Fund Class Y 1.000 3.35%2,380.13 0.00 2,380.13 0.00 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 11 3.A.4.a Packet Pg. 36 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Transaction Ledger As of December 31, 2022 City of San Jacinto Account #10167 Transaction Type Settlement Date CUSIP Quantity Security Description Price Acq/Disp Yield Amount Interest Pur/Sold Total Amount Gain/Loss ACQUISITIONS Purchase 12/15/2022 31846V203 2,845.08 First American Govt Obligation Fund Class Y 1.000 3.35%2,845.08 0.00 2,845.08 0.00 Purchase 12/15/2022 31846V203 2,303.55 First American Govt Obligation Fund Class Y 1.000 3.35%2,303.55 0.00 2,303.55 0.00 Purchase 12/15/2022 31846V203 2,499.03 First American Govt Obligation Fund Class Y 1.000 3.35%2,499.03 0.00 2,499.03 0.00 Purchase 12/15/2022 31846V203 3,826.48 First American Govt Obligation Fund Class Y 1.000 3.35%3,826.48 0.00 3,826.48 0.00 Purchase 12/18/2022 31846V203 675.00 First American Govt Obligation Fund Class Y 1.000 3.35%675.00 0.00 675.00 0.00 Purchase 12/19/2022 31846V203 2,750.00 First American Govt Obligation Fund Class Y 1.000 3.35%2,750.00 0.00 2,750.00 0.00 Purchase 12/19/2022 31846V203 4,510.69 First American Govt Obligation Fund Class Y 1.000 3.35%4,510.69 0.00 4,510.69 0.00 Purchase 12/21/2022 31846V203 25.67 First American Govt Obligation Fund Class Y 1.000 3.35%25.67 0.00 25.67 0.00 Purchase 12/21/2022 31846V203 1,601.53 First American Govt Obligation Fund Class Y 1.000 3.35%1,601.53 0.00 1,601.53 0.00 Purchase 12/21/2022 31846V203 0.08 First American Govt Obligation Fund Class Y 1.000 3.35%0.08 0.00 0.08 0.00 Purchase 12/27/2022 31846V203 32.08 First American Govt Obligation Fund Class Y 1.000 3.35%32.08 0.00 32.08 0.00 Purchase 12/27/2022 31846V203 898.08 First American Govt Obligation Fund Class Y 1.000 3.35%898.08 0.00 898.08 0.00 Purchase 12/31/2022 31846V203 468.75 First American Govt Obligation Fund Class Y 1.000 3.79%468.75 0.00 468.75 0.00 Subtotal 41,486.21 41,486.21 0.00 41,486.21 0.00 TOTAL ACQUISITIONS 41,486.21 41,486.21 0.00 41,486.21 0.00 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 12 3.A.4.a Packet Pg. 37 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Transaction Ledger As of December 31, 2022 City of San Jacinto Account #10167 Transaction Type Settlement Date CUSIP Quantity Security Description Price Acq/Disp Yield Amount Interest Pur/Sold Total Amount Gain/Loss DISPOSITIONS Paydown 12/15/2022 43815BAC4 0.00 Honda Auto Receivables Trust 2022-1 A3 1.88% Due 5/15/2026 100.000 0.00 94.00 94.00 0.00 Paydown 12/15/2022 477870AC3 93.23 John Deere Owner Trust 2019-B A3 2.21% Due 12/15/2023 100.000 93.23 0.17 93.40 0.00 Paydown 12/15/2022 47787JAC2 0.00 John Deere Owner Trust 2022-A A3 2.32% Due 9/16/2026 100.000 0.00 87.00 87.00 0.00 Paydown 12/15/2022 47787NAC3 892.02 John Deere Owner Trust 2020-B A3 0.51% Due 11/15/2024 100.000 892.02 4.41 896.43 0.00 Paydown 12/15/2022 47788UAC6 2,348.06 John Deere Owner Trust 2021-A A3 0.36% Due 9/15/2025 100.000 2,348.06 11.17 2,359.23 0.00 Paydown 12/15/2022 47789KAC7 2,366.43 John Deere Owner Trust 2020-A A3 1.1% Due 8/15/2024 100.000 2,366.43 13.70 2,380.13 0.00 Paydown 12/15/2022 47789QAC4 0.00 John Deere Owner Trust 2021-B A3 0.52% Due 3/16/2026 100.000 0.00 19.50 19.50 0.00 Paydown 12/15/2022 47800AAC4 0.00 John Deere Owner Trust 2022-B A3 3.74% Due 2/16/2027 100.000 0.00 140.25 140.25 0.00 Paydown 12/15/2022 58769KAD6 0.00 Mercedes-Benz Auto Lease Trust 2021- B A3 0.4% Due 11/15/2024 100.000 0.00 18.33 18.33 0.00 Paydown 12/15/2022 65479JAD5 2,824.39 Nissan Auto Receivables Owner 2019-C A3 1.93% Due 7/15/2024 100.000 2,824.39 20.69 2,845.08 0.00 Paydown 12/15/2022 89236XAC0 2,296.64 Toyota Auto Receivables 2020-D A3 0.35% Due 1/15/2025 100.000 2,296.64 6.91 2,303.55 0.00 Paydown 12/15/2022 89237VAB5 2,490.67 Toyota Auto Receivables Trust 2020-C A3 0.44% Due 10/15/2024 100.000 2,490.67 8.36 2,499.03 0.00 Paydown 12/15/2022 89238JAC9 0.00 Toyota Auto Receivables Trust 2021-D A3 0.71% Due 4/15/2026 100.000 0.00 20.71 20.71 0.00 Paydown 12/15/2022 89240BAC2 3,814.49 Toyota Auto Receivables Owners 2021- A A3 0.26% Due 5/15/2025 100.000 3,814.49 11.99 3,826.48 0.00 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 13 3.A.4.a Packet Pg. 38 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Transaction Ledger As of December 31, 2022 City of San Jacinto Account #10167 Transaction Type Settlement Date CUSIP Quantity Security Description Price Acq/Disp Yield Amount Interest Pur/Sold Total Amount Gain/Loss DISPOSITIONS Paydown 12/19/2022 43813KAC6 4,495.39 Honda Auto Receivables Trust 2020-3 A3 0.37% Due 10/18/2024 100.000 4,495.39 15.30 4,510.69 0.00 Paydown 12/21/2022 43813GAC5 1,596.44 Honda Auto Receivables Trust 2021-1 A3 0.27% Due 4/21/2025 100.000 1,596.44 5.09 1,601.53 0.00 Paydown 12/21/2022 43815GAC3 0.00 Honda Auto Receivables Trust 2021-4 A3 0.88% Due 1/21/2026 100.000 0.00 25.67 25.67 0.00 Paydown 12/27/2022 05601XAC3 0.00 BMW Vehicle Lease Trust 2022-1 A3 1.1% Due 3/25/2025 100.000 0.00 32.08 32.08 0.00 Paydown 12/27/2022 09690AAC7 888.45 BMW Vehicle Lease Trust 2021-2 A3 0.33% Due 12/26/2024 100.000 888.45 9.63 898.08 0.00 Subtotal 24,106.21 24,106.21 544.96 24,651.17 0.00 Security Withdrawal 12/07/2022 31846V203 884.38 First American Govt Obligation Fund Class Y 1.000 884.38 0.00 884.38 0.00 Security Withdrawal 12/27/2022 31846V203 104.17 First American Govt Obligation Fund Class Y 1.000 104.17 0.00 104.17 0.00 Subtotal 988.55 988.55 0.00 988.55 0.00 TOTAL DISPOSITIONS 25,094.76 25,094.76 544.96 25,639.72 0.00 OTHER TRANSACTIONS Interest 12/08/2022 3130A0F70 220,000.00 FHLB Note 3.375% Due 12/8/2023 0.000 3,712.50 0.00 3,712.50 0.00 Interest 12/10/2022 78015K7H1 200,000.00 Royal Bank of Canada Note 1.15% Due 6/10/2025 0.000 1,150.00 0.00 1,150.00 0.00 Interest 12/13/2022 3130A3GE8 250,000.00 FHLB Note 2.75% Due 12/13/2024 0.000 3,437.50 0.00 3,437.50 0.00 Interest 12/13/2022 3130AJKW8 225,000.00 FHLB Note 0.5% Due 6/13/2025 0.000 562.50 0.00 562.50 0.00 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 14 3.A.4.a Packet Pg. 39 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Transaction Ledger As of December 31, 2022 City of San Jacinto Account #10167 Transaction Type Settlement Date CUSIP Quantity Security Description Price Acq/Disp Yield Amount Interest Pur/Sold Total Amount Gain/Loss OTHER TRANSACTIONS Interest 12/14/2022 3130A1XJ2 210,000.00 FHLB Note 2.875% Due 6/14/2024 0.000 3,018.75 0.00 3,018.75 0.00 Interest 12/15/2022 91282CDN8 185,000.00 US Treasury Note 1% Due 12/15/2024 0.000 925.00 0.00 925.00 0.00 Interest 12/18/2022 89236TJK2 120,000.00 Toyota Motor Credit Corp Note 1.125% Due 6/18/2026 0.000 675.00 0.00 675.00 0.00 Interest 12/19/2022 3137EAEN5 200,000.00 FHLMC Note 2.75% Due 6/19/2023 0.000 2,750.00 0.00 2,750.00 0.00 Interest 12/31/2022 91282CBC4 250,000.00 US Treasury Note 0.375% Due 12/31/2025 0.000 468.75 0.00 468.75 0.00 Subtotal 1,860,000.00 16,700.00 0.00 16,700.00 0.00 Dividend 12/01/2022 31846V203 28,922.94 First American Govt Obligation Fund Class Y 0.000 134.96 0.00 134.96 0.00 Dividend 12/21/2022 31846V203 0.00 First American Govt Obligation Fund Class Y 0.000 0.08 0.00 0.08 0.00 Subtotal 28,922.94 135.04 0.00 135.04 0.00 TOTAL OTHER TRANSACTIONS 1,888,922.94 16,835.04 0.00 16,835.04 0.00 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 15 3.A.4.a Packet Pg. 40 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Income Earned As of December 31, 2022 City of San Jacinto Account #10167 CUSIP Security Description Trade Date Settle Date Units Book Value: Begin Book Value: Acq Book Value: Disp Book Value: End Prior Accrued Inc. Received Ending Accrued Total Interest Accr. Of Discount Amort. Of Premium Net Accret/Amort Income Earned Total Income FIXED INCOME 023135BW5 Amazon.com Inc Note 0.45% Due 05/12/2024 05/10/2021 05/12/2021 90,000.00 89,936.70 0.00 0.00 89,940.41 21.38 0.00 55.13 33.75 3.71 0.00 3.71 37.46 37.46 023135CF1 Amazon.com Inc Callable Note Cont 3/13/2027 3.3% Due 04/13/2027 04/11/2022 04/13/2022 60,000.00 59,892.10 0.00 0.00 59,894.20 264.00 0.00 429.00 165.00 2.10 0.00 2.10 167.10 167.10 037833CJ7 Apple Inc Callable Note Cont 11/9/2026 3.35% Due 02/09/2027 10/05/2022 10/07/2022 210,000.00 201,822.37 0.00 0.00 201,987.96 2,188.67 0.00 2,774.92 586.25 165.59 0.00 165.59 751.84 751.84 05601XAC3 BMW Vehicle Lease Trust 2022-1 A3 1.1% Due 03/25/2025 01/11/2022 01/19/2022 35,000.00 34,996.85 0.00 0.00 34,997.05 6.42 32.08 6.42 32.08 0.20 0.00 0.20 32.28 32.28 06051GEU9 Bank of America Corp Note 3.3% Due 01/11/2023 01/28/2019 01/30/2019 70,000.00 70,000.92 0.00 0.00 70,000.22 898.33 0.00 1,090.83 192.50 0.00 0.70 (0.70) 191.80 191.80 084664CZ2 Berkshire Hathaway Callable Note Cont 2/15/2027 2.3% Due 03/15/2027 03/07/2022 03/15/2022 130,000.00 129,978.83 0.00 0.00 129,979.25 631.22 0.00 880.39 249.17 0.42 0.00 0.42 249.59 249.59 084670BR8 Berkshire Hathaway Callable Note Cont 1/15/2023 2.75% Due 03/15/2023 08/26/2019 08/28/2019 150,000.00 150,164.76 0.00 0.00 150,051.26 870.83 0.00 1,214.58 343.75 0.00 113.50 (113.50) 230.25 230.25 09690AAC7 BMW Vehicle Lease Trust 2021-2 A3 0.33% Due 12/26/2024 09/08/2021 09/15/2021 34,111.55 34,998.31 0.00 888.45 34,110.03 1.93 9.63 1.88 9.58 0.17 0.00 0.17 9.75 9.75 24422EUR8 John Deere Capital Corp Note 3.45% Due 01/10/2024 03/14/2019 03/18/2019 150,000.00 150,764.99 0.00 0.00 150,706.43 2,026.88 0.00 2,458.13 431.25 0.00 58.56 (58.56) 372.69 372.69 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 16 3.A.4.a Packet Pg. 41 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Income Earned As of December 31, 2022 City of San Jacinto Account #10167 CUSIP Security Description Trade Date Settle Date Units Book Value: Begin Book Value: Acq Book Value: Disp Book Value: End Prior Accrued Inc. Received Ending Accrued Total Interest Accr. Of Discount Amort. Of Premium Net Accret/Amort Income Earned Total Income 3130A0F70 FHLB Note 3.375% Due 12/08/2023 01/30/2019 01/31/2019 220,000.00 221,384.17 0.00 0.00 221,268.82 3,568.13 3,712.50 474.38 618.75 0.00 115.35 (115.35) 503.40 503.40 3130A1XJ2 FHLB Note 2.875% Due 06/14/2024 Various Various 210,000.00 212,786.60 0.00 0.00 212,632.62 2,800.72 3,018.75 285.10 503.13 0.00 153.98 (153.98) 349.15 349.15 3130A2UW4 FHLB Note 2.875% Due 09/13/2024 10/29/2019 10/30/2019 150,000.00 152,834.00 0.00 0.00 152,699.26 934.38 0.00 1,293.75 359.37 0.00 134.74 (134.74) 224.63 224.63 3130A3GE8 FHLB Note 2.75% Due 12/13/2024 12/16/2019 12/17/2019 250,000.00 254,757.36 0.00 0.00 254,558.87 3,208.33 3,437.50 343.75 572.92 0.00 198.49 (198.49) 374.43 374.43 3130AJKW8 FHLB Note 0.5% Due 06/13/2025 06/24/2020 06/25/2020 225,000.00 224,910.51 0.00 0.00 224,913.51 525.00 562.50 56.25 93.75 3.00 0.00 3.00 96.75 96.75 313383YJ4 FHLB Note 3.375% Due 09/08/2023 12/27/2018 12/28/2018 200,000.00 200,922.47 0.00 0.00 200,820.70 1,556.25 0.00 2,118.75 562.50 0.00 101.77 (101.77) 460.73 460.73 3135G03U5 FNMA Note 0.625% Due 04/22/2025 Various Various 310,000.00 309,980.09 0.00 0.00 309,980.80 209.90 0.00 371.35 161.45 7.35 6.64 0.71 162.16 162.16 3135G05X7 FNMA Note 0.375% Due 08/25/2025 08/25/2020 08/27/2020 230,000.00 229,411.05 0.00 0.00 229,429.34 230.00 0.00 301.88 71.88 18.29 0.00 18.29 90.17 90.17 3135G06G3 FNMA Note 0.5% Due 11/07/2025 11/09/2020 11/12/2020 250,000.00 249,473.12 0.00 0.00 249,488.36 83.33 0.00 187.50 104.17 15.24 0.00 15.24 119.41 119.41 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 17 3.A.4.a Packet Pg. 42 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Income Earned As of December 31, 2022 City of San Jacinto Account #10167 CUSIP Security Description Trade Date Settle Date Units Book Value: Begin Book Value: Acq Book Value: Disp Book Value: End Prior Accrued Inc. Received Ending Accrued Total Interest Accr. Of Discount Amort. Of Premium Net Accret/Amort Income Earned Total Income 3135G0V34 FNMA Note 2.5% Due 02/05/2024 03/24/2020 03/25/2020 375,000.00 382,275.41 0.00 0.00 381,752.12 3,020.83 0.00 3,802.08 781.25 0.00 523.29 (523.29) 257.96 257.96 3135G0X24 FNMA Note 1.625% Due 01/07/2025 01/16/2020 01/17/2020 225,000.00 224,703.28 0.00 0.00 224,715.26 1,462.50 0.00 1,767.19 304.69 11.98 0.00 11.98 316.67 316.67 3137EAEN5 FHLMC Note 2.75% Due 06/19/2023 11/13/2018 11/14/2018 200,000.00 199,663.41 0.00 0.00 199,715.58 2,475.00 2,750.00 183.33 458.33 52.17 0.00 52.17 510.50 510.50 3137EAEP0 FHLMC Note 1.5% Due 02/12/2025 02/13/2020 02/14/2020 245,000.00 244,916.89 0.00 0.00 244,920.10 1,112.71 0.00 1,418.96 306.25 3.21 0.00 3.21 309.46 309.46 3137EAEU9 FHLMC Note 0.375% Due 07/21/2025 07/21/2020 07/23/2020 145,000.00 144,618.76 0.00 0.00 144,631.03 196.35 0.00 241.67 45.32 12.27 0.00 12.27 57.59 57.59 3137EAEX3 FHLMC Note 0.375% Due 09/23/2025 09/23/2020 09/25/2020 230,000.00 229,610.20 0.00 0.00 229,621.97 162.92 0.00 234.79 71.87 11.77 0.00 11.77 83.64 83.64 3137EAEY1 FHLMC Note 0.125% Due 10/16/2023 10/22/2020 10/23/2020 180,000.00 179,780.98 0.00 0.00 179,802.26 28.13 0.00 46.88 18.75 21.28 0.00 21.28 40.03 40.03 43813GAC5 Honda Auto Receivables Trust 2021-1 A3 0.27% Due 04/21/2025 02/17/2021 02/24/2021 21,037.26 22,633.53 0.00 1,596.44 21,037.11 1.70 5.09 1.58 4.97 0.02 0.00 0.02 4.99 4.99 43813KAC6 Honda Auto Receivables Trust 2020-3 A3 0.37% Due 10/18/2024 09/22/2020 09/29/2020 45,142.15 49,635.30 0.00 4,495.39 45,140.29 6.63 15.30 6.03 14.70 0.38 0.00 0.38 15.08 15.08 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 18 3.A.4.a Packet Pg. 43 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Income Earned As of December 31, 2022 City of San Jacinto Account #10167 CUSIP Security Description Trade Date Settle Date Units Book Value: Begin Book Value: Acq Book Value: Disp Book Value: End Prior Accrued Inc. Received Ending Accrued Total Interest Accr. Of Discount Amort. Of Premium Net Accret/Amort Income Earned Total Income 43815BAC4 Honda Auto Receivables Trust 2022-1 A3 1.88% Due 05/15/2026 02/15/2022 02/23/2022 60,000.00 59,993.13 0.00 0.00 59,993.37 50.13 94.00 50.13 94.00 0.24 0.00 0.24 94.24 94.24 43815GAC3 Honda Auto Receivables Trust 2021-4 A3 0.88% Due 01/21/2026 11/16/2021 11/24/2021 35,000.00 34,994.94 0.00 0.00 34,995.13 8.56 25.67 8.56 25.67 0.19 0.00 0.19 25.86 25.86 4581X0DV7 Inter-American Dev Bank Note 0.875% Due 04/20/2026 04/13/2021 04/20/2021 230,000.00 229,286.96 0.00 0.00 229,304.85 229.20 0.00 396.91 167.71 17.89 0.00 17.89 185.60 185.60 46625HJX9 JP Morgan Chase Note 3.625% Due 05/13/2024 12/19/2019 12/24/2019 145,000.00 147,826.88 0.00 0.00 147,661.22 262.81 0.00 700.83 438.02 0.00 165.66 (165.66) 272.36 272.36 477870AC3 John Deere Owner Trust 2019-B A3 Due 12/15/2023 07/16/2019 07/24/2019 0.00 93.23 0.00 93.23 0.00 0.09 0.17 0.00 0.08 0.00 0.00 0.00 0.08 0.08 47787JAC2 John Deere Owner Trust 2022-A A3 2.32% Due 09/16/2026 03/10/2022 03/16/2022 45,000.00 44,992.07 0.00 0.00 44,992.31 46.40 87.00 46.40 87.00 0.24 0.00 0.24 87.24 87.24 47787NAC3 John Deere Owner Trust 2020-B A3 0.51% Due 11/15/2024 07/14/2020 07/22/2020 9,491.13 10,382.64 0.00 892.02 9,490.70 2.35 4.41 2.15 4.21 0.08 0.00 0.08 4.29 4.29 47788UAC6 John Deere Owner Trust 2021-A A3 0.36% Due 09/15/2025 03/02/2021 03/10/2021 34,888.09 37,232.43 0.00 2,348.06 34,884.76 5.96 11.17 5.58 10.79 0.39 0.00 0.39 11.18 11.18 47789KAC7 John Deere Owner Trust 2020-A A3 1.1% Due 08/15/2024 03/04/2020 03/11/2020 12,575.11 14,941.19 0.00 2,366.43 12,574.83 7.30 13.70 6.15 12.55 0.07 0.00 0.07 12.62 12.62 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 19 3.A.4.a Packet Pg. 44 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Income Earned As of December 31, 2022 City of San Jacinto Account #10167 CUSIP Security Description Trade Date Settle Date Units Book Value: Begin Book Value: Acq Book Value: Disp Book Value: End Prior Accrued Inc. Received Ending Accrued Total Interest Accr. Of Discount Amort. Of Premium Net Accret/Amort Income Earned Total Income 47789QAC4 John Deere Owner Trust 2021-B A3 0.52% Due 03/16/2026 07/13/2021 07/21/2021 45,000.00 44,997.49 0.00 0.00 44,997.58 10.40 19.50 10.40 19.50 0.09 0.00 0.09 19.59 19.59 47800AAC4 John Deere Owner Trust 2022-B A3 3.74% Due 02/16/2027 07/12/2022 07/20/2022 45,000.00 44,996.14 0.00 0.00 44,996.24 74.80 140.25 74.80 140.25 0.10 0.00 0.10 140.35 140.35 58769KAD6 Mercedes-Benz Auto Lease Trust 2021-B A3 0.4% Due 11/15/2024 06/22/2021 06/29/2021 55,000.00 54,998.17 0.00 0.00 54,998.31 9.78 18.33 9.78 18.33 0.14 0.00 0.14 18.47 18.47 61747YET8 Morgan Stanley Callable Note Cont 7/17/2025 4.679% Due 07/17/2026 07/18/2022 07/20/2022 60,000.00 60,000.00 0.00 0.00 60,000.00 1,021.58 0.00 1,255.53 233.95 0.00 0.00 0.00 233.95 233.95 65479JAD5 Nissan Auto Receivables Owner 2019-C A3 1.93% Due 07/15/2024 10/16/2019 10/23/2019 10,042.60 12,866.75 0.00 2,824.39 10,042.42 11.04 20.69 8.61 18.26 0.06 0.00 0.06 18.32 18.32 665859AW4 Northern Trust Company Callable Note Cont 4/10/2027 4% Due 05/10/2027 09/28/2022 09/30/2022 130,000.00 126,378.90 0.00 0.00 126,448.15 303.33 0.00 736.67 433.34 69.25 0.00 69.25 502.59 502.59 78015K7H1 Royal Bank of Canada Note 1.15% Due 06/10/2025 10/14/2021 10/18/2021 200,000.00 199,915.49 0.00 0.00 199,918.33 1,092.50 1,150.00 134.17 191.67 2.84 0.00 2.84 194.51 194.51 808513BN4 Charles Schwab Corp Callable Note Cont 2/18/2024 0.75% Due 03/18/2024 03/16/2021 03/18/2021 40,000.00 39,991.37 0.00 0.00 39,991.93 60.83 0.00 85.83 25.00 0.56 0.00 0.56 25.56 25.56 808513BY0 Charles Schwab Corp Callable Note Cont 2/3/2027 2.45% Due 03/03/2027 03/01/2022 03/03/2022 45,000.00 44,958.67 0.00 0.00 44,959.49 269.50 0.00 361.38 91.88 0.82 0.00 0.82 92.70 92.70 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 20 3.A.4.a Packet Pg. 45 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Income Earned As of December 31, 2022 City of San Jacinto Account #10167 CUSIP Security Description Trade Date Settle Date Units Book Value: Begin Book Value: Acq Book Value: Disp Book Value: End Prior Accrued Inc. Received Ending Accrued Total Interest Accr. Of Discount Amort. Of Premium Net Accret/Amort Income Earned Total Income 857477BR3 State Street Bank Callable Note Cont 2/6/2025 1.746% Due 02/06/2026 02/02/2022 02/07/2022 35,000.00 35,000.00 0.00 0.00 35,000.00 195.21 0.00 246.14 50.93 0.00 0.00 0.00 50.93 50.93 87612EBM7 Target Corp Callable Note Cont 12/15/2026 1.95% Due 01/15/2027 01/19/2022 01/24/2022 65,000.00 64,908.41 0.00 0.00 64,910.30 478.83 0.00 584.46 105.63 1.89 0.00 1.89 107.52 107.52 89114TZG0 Toronto-Dominion Bank Note 1.25% Due 09/10/2026 11/17/2021 11/19/2021 200,000.00 196,770.82 0.00 0.00 196,843.41 562.50 0.00 770.83 208.33 72.59 0.00 72.59 280.92 280.92 89236TJK2 Toyota Motor Credit Corp Note 1.125% Due 06/18/2026 06/15/2021 06/18/2021 120,000.00 119,962.55 0.00 0.00 119,963.45 611.25 675.00 48.75 112.50 0.90 0.00 0.90 113.40 113.40 89236XAC0 Toyota Auto Receivables 2020-D A3 0.35% Due 01/15/2025 10/06/2020 10/13/2020 21,405.02 23,699.45 0.00 2,296.64 21,403.11 3.69 6.91 3.33 6.55 0.30 0.00 0.30 6.85 6.85 89237VAB5 Toyota Auto Receivables Trust 2020-C A3 0.44% Due 10/15/2024 07/21/2020 07/27/2020 20,301.19 22,791.08 0.00 2,490.67 20,300.52 4.46 8.36 3.97 7.87 0.11 0.00 0.11 7.98 7.98 89238JAC9 Toyota Auto Receivables Trust 2021-D A3 0.71% Due 04/15/2026 11/09/2021 11/15/2021 35,000.00 34,999.49 0.00 0.00 34,999.51 11.04 20.71 11.04 20.71 0.02 0.00 0.02 20.73 20.73 89240BAC2 Toyota Auto Receivables Owners 2021-A A3 0.26% Due 05/15/2025 02/02/2021 02/08/2021 51,518.11 55,328.33 0.00 3,814.49 51,514.40 6.39 11.99 5.95 11.55 0.56 0.00 0.56 12.11 12.11 9128282A7 US Treasury Note 1.5% Due 08/15/2026 09/23/2021 09/24/2021 150,000.00 153,204.83 0.00 0.00 153,131.40 660.33 0.00 849.86 189.53 0.00 73.43 (73.43) 116.10 116.10 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 21 3.A.4.a Packet Pg. 46 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Income Earned As of December 31, 2022 City of San Jacinto Account #10167 CUSIP Security Description Trade Date Settle Date Units Book Value: Begin Book Value: Acq Book Value: Disp Book Value: End Prior Accrued Inc. Received Ending Accrued Total Interest Accr. Of Discount Amort. Of Premium Net Accret/Amort Income Earned Total Income 9128282U3 US Treasury Note 1.875% Due 08/31/2024 12/12/2019 12/13/2019 230,000.00 230,456.48 0.00 0.00 230,434.34 1,095.99 0.00 1,465.30 369.31 0.00 22.14 (22.14) 347.17 347.17 9128284Z0 US Treasury Note 2.75% Due 08/31/2025 06/24/2021 06/25/2021 155,000.00 163,509.68 0.00 0.00 163,246.93 1,083.29 0.00 1,448.31 365.02 0.00 262.75 (262.75) 102.27 102.27 9128285C0 US Treasury Note 3% Due 09/30/2025 02/25/2022 02/28/2022 200,000.00 206,160.34 0.00 0.00 205,975.65 1,021.98 0.00 1,532.97 510.99 0.00 184.69 (184.69) 326.30 326.30 912828V98 US Treasury Note 2.25% Due 02/15/2027 03/29/2022 03/30/2022 130,000.00 128,564.19 0.00 0.00 128,593.14 858.42 0.00 1,104.82 246.40 28.95 0.00 28.95 275.35 275.35 912828W71 US Treasury Note 2.125% Due 03/31/2024 12/05/2019 12/06/2019 210,000.00 211,334.81 0.00 0.00 211,249.66 760.10 0.00 1,140.14 380.04 0.00 85.15 (85.15) 294.89 294.89 912828Y61 US Treasury Note 2.75% Due 07/31/2023 12/27/2018 12/28/2018 125,000.00 125,126.20 0.00 0.00 125,110.03 1,148.95 0.00 1,438.52 289.57 0.00 16.17 (16.17) 273.40 273.40 912828Y87 US Treasury Note 1.75% Due 07/31/2024 01/17/2020 01/21/2020 220,000.00 220,426.73 0.00 0.00 220,404.97 1,286.82 0.00 1,611.14 324.32 0.00 21.76 (21.76) 302.56 302.56 912828YV6 US Treasury Note 1.5% Due 11/30/2024 12/12/2019 12/13/2019 230,000.00 228,962.34 0.00 0.00 229,006.40 9.48 0.00 303.30 293.82 44.06 0.00 44.06 337.88 337.88 912828ZC7 US Treasury Note 1.125% Due 02/28/2025 03/24/2020 03/25/2020 400,000.00 405,484.98 0.00 0.00 405,277.62 1,143.65 0.00 1,529.01 385.36 0.00 207.36 (207.36) 178.00 178.00 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 22 3.A.4.a Packet Pg. 47 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Income Earned As of December 31, 2022 City of San Jacinto Account #10167 CUSIP Security Description Trade Date Settle Date Units Book Value: Begin Book Value: Acq Book Value: Disp Book Value: End Prior Accrued Inc. Received Ending Accrued Total Interest Accr. Of Discount Amort. Of Premium Net Accret/Amort Income Earned Total Income 912828ZT0 US Treasury Note 0.25% Due 05/31/2025 06/04/2020 06/05/2020 230,000.00 229,185.58 0.00 0.00 229,213.26 1.58 0.00 50.55 48.97 27.68 0.00 27.68 76.65 76.65 91282CAZ4 US Treasury Note 0.375% Due 11/30/2025 12/15/2020 12/16/2020 240,000.00 240,011.34 0.00 0.00 240,011.02 2.47 0.00 79.12 76.65 0.00 0.32 (0.32) 76.33 76.33 91282CBC4 US Treasury Note 0.375% Due 12/31/2025 01/28/2021 01/29/2021 250,000.00 249,712.40 0.00 0.00 249,720.32 392.32 468.75 2.59 79.02 7.92 0.00 7.92 86.94 86.94 91282CBQ3 US Treasury Note 0.5% Due 02/28/2026 03/24/2021 03/25/2021 250,000.00 247,449.09 0.00 0.00 247,515.82 317.68 0.00 424.72 107.04 66.73 0.00 66.73 173.77 173.77 91282CBT7 US Treasury Note 0.75% Due 03/31/2026 Various Various 250,000.00 249,113.48 0.00 0.00 249,136.07 319.37 0.00 479.05 159.68 22.59 0.00 22.59 182.27 182.27 91282CCP4 US Treasury Note 0.625% Due 07/31/2026 08/25/2021 08/26/2021 300,000.00 297,883.24 0.00 0.00 297,932.28 626.70 0.00 784.65 157.95 49.04 0.00 49.04 206.99 206.99 91282CDN8 US Treasury Note 1% Due 12/15/2024 12/22/2021 12/23/2021 185,000.00 185,212.78 0.00 0.00 185,203.92 854.23 925.00 86.40 157.17 0.00 8.86 (8.86) 148.31 148.31 91282CEF4 US Treasury Note 2.5% Due 03/31/2027 05/25/2022 05/26/2022 225,000.00 222,880.34 0.00 0.00 222,921.91 958.10 0.00 1,437.16 479.06 41.57 0.00 41.57 520.63 520.63 91282CET4 US Treasury Note 2.625% Due 05/31/2027 Various Various 215,000.00 208,502.17 0.00 0.00 208,624.84 15.51 0.00 496.15 480.64 122.67 0.00 122.67 603.31 603.31 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 23 3.A.4.a Packet Pg. 48 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Income Earned As of December 31, 2022 City of San Jacinto Account #10167 CUSIP Security Description Trade Date Settle Date Units Book Value: Begin Book Value: Acq Book Value: Disp Book Value: End Prior Accrued Inc. Received Ending Accrued Total Interest Accr. Of Discount Amort. Of Premium Net Accret/Amort Income Earned Total Income 91282CFM8 US Treasury Note 4.125% Due 09/30/2027 11/21/2022 11/22/2022 350,000.00 351,877.14 0.00 0.00 351,844.15 2,459.13 0.00 3,688.70 1,229.57 0.00 32.99 (32.99) 1,196.58 1,196.58 91324PEC2 United Health Group Inc Callable Note Cont 4/15/2026 1.15% Due 05/15/2026 Various Various 30,000.00 30,067.78 0.00 0.00 30,066.07 15.33 0.00 44.08 28.75 0.00 1.71 (1.71) 27.04 27.04 91324PEG3 United Health Group Inc Callable Note Cont 4/15/2027 3.7% Due 05/15/2027 05/17/2022 05/20/2022 50,000.00 50,022.68 0.00 0.00 50,022.25 82.22 0.00 236.40 154.18 0.09 0.52 (0.43) 153.75 153.75 931142ER0 Wal-Mart Stores Callable Note Cont 08/17/2026 1.05% Due 09/17/2026 09/08/2021 09/17/2021 30,000.00 29,956.96 0.00 0.00 29,957.93 64.75 0.00 91.00 26.25 0.97 0.00 0.97 27.22 27.22 931142EW9 Wal-Mart Stores Note 3.9% Due 09/09/2025 09/06/2022 09/09/2022 30,000.00 29,980.59 0.00 0.00 29,981.18 266.50 0.00 364.00 97.50 0.59 0.00 0.59 98.09 98.09 931142EX7 Wal-Mart Stores Callable Note Cont 09/09/2027 3.95% Due 09/09/2027 10/05/2022 10/07/2022 140,000.00 136,662.71 0.00 0.00 136,722.06 1,259.61 0.00 1,720.44 460.83 59.35 0.00 59.35 520.18 520.18 Total Fixed Income 11,215,512.21 11,250,908.40 0.00 24,106.21 11,225,282.35 50,536.91 17,244.96 50,023.23 16,731.28 970.69 2,490.53 (1,519.84) 15,211.44 15,211.44 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 24 3.A.4.a Packet Pg. 49 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Income Earned As of December 31, 2022 City of San Jacinto Account #10167 CUSIP Security Description Trade Date Settle Date Units Book Value: Begin Book Value: Acq Book Value: Disp Book Value: End Prior Accrued Inc. Received Ending Accrued Total Interest Accr. Of Discount Amort. Of Premium Net Accret/Amort Income Earned Total Income CASH & EQUIVALENT 31846V203 First American Govt Obligation Fund Class Y Various Various 69,420.60 28,922.94 41,486.21 988.55 69,420.60 0.00 135.04 0.00 135.04 0.00 0.00 0.00 135.04 135.04 Total Cash & Equivalent 69,420.60 28,922.94 41,486.21 988.55 69,420.60 0.00 135.04 0.00 135.04 0.00 0.00 0.00 135.04 135.04 TOTAL PORTFOLIO 11,284,932.81 11,279,831.34 41,486.21 25,094.76 11,294,702.95 50,536.91 17,380.00 50,023.23 16,866.32 970.69 2,490.53 (1,519.84) 15,346.48 15,346.48 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 25 3.A.4.a Packet Pg. 50 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 01/07/2023 Interest 3135G0X24 225,000.00 FNMA Note 1.625% Due 1/7/2025 0.00 1,828.13 1,828.13 01/10/2023 Interest 24422EUR8 150,000.00 John Deere Capital Corp Note 3.45% Due 1/10/2024 0.00 2,587.50 2,587.50 01/11/2023 Maturity 06051GEU9 70,000.00 Bank of America Corp Note 3.3% Due 1/11/2023 70,000.00 1,155.00 71,155.00 01/15/2023 Call 084670BR8 150,000.00 Berkshire Hathaway Callable Note Cont 1/15/2023 2.75% Due 3/15/2023 150,000.00 1,375.00 151,375.00 01/15/2023 Interest 87612EBM7 65,000.00 Target Corp Callable Note Cont 12/15/2026 1.95% Due 1/15/2027 0.00 633.75 633.75 01/15/2023 Paydown 47787JAC2 45,000.00 John Deere Owner Trust 2022-A A3 2.32% Due 9/16/2026 0.00 87.00 87.00 01/15/2023 Paydown 47789KAC7 12,575.11 John Deere Owner Trust 2020-A A3 1.1% Due 8/15/2024 612.48 11.53 624.01 01/15/2023 Paydown 89236XAC0 21,405.02 Toyota Auto Receivables 2020-D A3 0.35% Due 1/15/2025 893.87 6.24 900.11 01/15/2023 Paydown 89237VAB5 20,301.19 Toyota Auto Receivables Trust 2020-C A3 0.44% Due 10/15/2024 919.24 7.44 926.68 01/15/2023 Paydown 47787NAC3 9,491.13 John Deere Owner Trust 2020-B A3 0.51% Due 11/15/2024 728.38 4.03 732.41 01/15/2023 Paydown 47788UAC6 34,888.09 John Deere Owner Trust 2021-A A3 0.36% Due 9/15/2025 1,580.41 10.47 1,590.88 01/15/2023 Paydown 47789QAC4 45,000.00 John Deere Owner Trust 2021-B A3 0.52% Due 3/16/2026 0.00 19.50 19.50 01/15/2023 Paydown 65479JAD5 10,042.60 Nissan Auto Receivables Owner 2019-C A3 1.93% Due 7/15/2024 517.94 16.15 534.09 01/15/2023 Paydown 89240BAC2 51,518.11 Toyota Auto Receivables Owners 2021-A A3 0.26% Due 5/15/2025 3,426.74 11.16 3,437.90 01/15/2023 Paydown 43815BAC4 60,000.00 Honda Auto Receivables Trust 2022-1 A3 1.88% Due 5/15/2026 0.00 94.00 94.00 01/15/2023 Paydown 47800AAC4 45,000.00 John Deere Owner Trust 2022-B A3 3.74% Due 2/16/2027 0.00 140.25 140.25 01/15/2023 Paydown 58769KAD6 55,000.00 Mercedes-Benz Auto Lease Trust 2021-B A3 0.4% Due 11/15/2024 4,228.45 18.33 4,246.78 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 26 3.A.4.a Packet Pg. 51 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 01/15/2023 Paydown 89238JAC9 35,000.00 Toyota Auto Receivables Trust 2021-D A3 0.71% Due 4/15/2026 0.00 20.71 20.71 01/17/2023 Interest 61747YET8 60,000.00 Morgan Stanley Callable Note Cont 7/17/2025 4.679% Due 7/17/2026 0.00 1,380.31 1,380.31 01/18/2023 Paydown 43813KAC6 45,142.15 Honda Auto Receivables Trust 2020-3 A3 0.37% Due 10/18/2024 4,097.51 13.92 4,111.43 01/21/2023 Interest 3137EAEU9 145,000.00 FHLMC Note 0.375% Due 7/21/2025 0.00 271.88 271.88 01/21/2023 Paydown 43815GAC3 35,000.00 Honda Auto Receivables Trust 2021-4 A3 0.88% Due 1/21/2026 0.00 25.67 25.67 01/21/2023 Paydown 43813GAC5 21,037.26 Honda Auto Receivables Trust 2021-1 A3 0.27% Due 4/21/2025 1,400.12 4.73 1,404.85 01/25/2023 Paydown 05601XAC3 35,000.00 BMW Vehicle Lease Trust 2022-1 A3 1.1% Due 3/25/2025 0.00 32.08 32.08 01/25/2023 Paydown 09690AAC7 34,111.55 BMW Vehicle Lease Trust 2021-2 A3 0.33% Due 12/26/2024 2,838.85 9.38 2,848.23 01/31/2023 Interest 912828Y61 125,000.00 US Treasury Note 2.75% Due 7/31/2023 0.00 1,718.75 1,718.75 01/31/2023 Interest 91282CCP4 300,000.00 US Treasury Note 0.625% Due 7/31/2026 0.00 937.50 937.50 01/31/2023 Interest 912828Y87 220,000.00 US Treasury Note 1.75% Due 7/31/2024 0.00 1,925.00 1,925.00 JAN 2023 241,243.99 14,345.41 255,589.40 02/05/2023 Interest 3135G0V34 375,000.00 FNMA Note 2.5% Due 2/5/2024 0.00 4,687.50 4,687.50 02/06/2023 Interest 857477BR3 35,000.00 State Street Bank Callable Note Cont 2/6/2025 1.746% Due 2/6/2026 0.00 305.55 305.55 02/09/2023 Interest 037833CJ7 210,000.00 Apple Inc Callable Note Cont 11/9/2026 3.35% Due 2/9/2027 0.00 3,517.50 3,517.50 02/12/2023 Interest 3137EAEP0 245,000.00 FHLMC Note 1.5% Due 2/12/2025 0.00 1,837.50 1,837.50 02/15/2023 Interest 9128282A7 150,000.00 US Treasury Note 1.5% Due 8/15/2026 0.00 1,125.00 1,125.00 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 27 3.A.4.a Packet Pg. 52 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 02/15/2023 Interest 912828V98 130,000.00 US Treasury Note 2.25% Due 2/15/2027 0.00 1,462.50 1,462.50 02/15/2023 Paydown 47788UAC6 34,888.09 John Deere Owner Trust 2021-A A3 0.36% Due 9/15/2025 1,580.93 9.99 1,590.92 02/15/2023 Paydown 58769KAD6 55,000.00 Mercedes-Benz Auto Lease Trust 2021-B A3 0.4% Due 11/15/2024 4,228.83 16.92 4,245.75 02/15/2023 Paydown 89236XAC0 21,405.02 Toyota Auto Receivables 2020-D A3 0.35% Due 1/15/2025 890.97 5.98 896.95 02/15/2023 Paydown 47787JAC2 45,000.00 John Deere Owner Trust 2022-A A3 2.32% Due 9/16/2026 0.00 87.00 87.00 02/15/2023 Paydown 47787NAC3 9,491.13 John Deere Owner Trust 2020-B A3 0.51% Due 11/15/2024 728.66 3.72 732.38 02/15/2023 Paydown 47789KAC7 12,575.11 John Deere Owner Trust 2020-A A3 1.1% Due 8/15/2024 614.17 10.97 625.14 02/15/2023 Paydown 47789QAC4 45,000.00 John Deere Owner Trust 2021-B A3 0.52% Due 3/16/2026 0.00 19.50 19.50 02/15/2023 Paydown 65479JAD5 10,042.60 Nissan Auto Receivables Owner 2019-C A3 1.93% Due 7/15/2024 519.10 15.32 534.42 02/15/2023 Paydown 89237VAB5 20,301.19 Toyota Auto Receivables Trust 2020-C A3 0.44% Due 10/15/2024 919.57 7.11 926.68 02/15/2023 Paydown 89240BAC2 51,518.11 Toyota Auto Receivables Owners 2021-A A3 0.26% Due 5/15/2025 3,427.85 10.42 3,438.27 02/15/2023 Paydown 43815BAC4 60,000.00 Honda Auto Receivables Trust 2022-1 A3 1.88% Due 5/15/2026 0.00 94.00 94.00 02/15/2023 Paydown 47800AAC4 45,000.00 John Deere Owner Trust 2022-B A3 3.74% Due 2/16/2027 0.00 140.25 140.25 02/15/2023 Paydown 89238JAC9 35,000.00 Toyota Auto Receivables Trust 2021-D A3 0.71% Due 4/15/2026 0.00 20.71 20.71 02/18/2023 Paydown 43813KAC6 45,142.15 Honda Auto Receivables Trust 2020-3 A3 0.37% Due 10/18/2024 4,098.77 12.66 4,111.43 02/21/2023 Paydown 43813GAC5 21,037.26 Honda Auto Receivables Trust 2021-1 A3 0.27% Due 4/21/2025 1,400.45 4.42 1,404.87 02/21/2023 Paydown 43815GAC3 35,000.00 Honda Auto Receivables Trust 2021-4 A3 0.88% Due 1/21/2026 0.00 25.67 25.67 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 28 3.A.4.a Packet Pg. 53 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 02/25/2023 Interest 3135G05X7 230,000.00 FNMA Note 0.375% Due 8/25/2025 0.00 431.25 431.25 02/25/2023 Paydown 05601XAC3 35,000.00 BMW Vehicle Lease Trust 2022-1 A3 1.1% Due 3/25/2025 0.00 32.08 32.08 02/25/2023 Paydown 09690AAC7 34,111.55 BMW Vehicle Lease Trust 2021-2 A3 0.33% Due 12/26/2024 2,839.54 8.60 2,848.14 02/28/2023 Interest 9128284Z0 155,000.00 US Treasury Note 2.75% Due 8/31/2025 0.00 2,131.25 2,131.25 02/28/2023 Interest 91282CBQ3 250,000.00 US Treasury Note 0.5% Due 2/28/2026 0.00 625.00 625.00 02/28/2023 Interest 9128282U3 230,000.00 US Treasury Note 1.875% Due 8/31/2024 0.00 2,156.25 2,156.25 02/28/2023 Interest 912828ZC7 400,000.00 US Treasury Note 1.125% Due 2/28/2025 0.00 2,250.00 2,250.00 FEB 2023 21,248.84 21,054.62 42,303.46 03/03/2023 Interest 808513BY0 45,000.00 Charles Schwab Corp Callable Note Cont 2/3/2027 2.45% Due 3/3/2027 0.00 551.25 551.25 03/08/2023 Interest 313383YJ4 200,000.00 FHLB Note 3.375% Due 9/8/2023 0.00 3,375.00 3,375.00 03/09/2023 Interest 931142EW9 30,000.00 Wal-Mart Stores Note 3.9% Due 9/9/2025 0.00 585.00 585.00 03/09/2023 Interest 931142EX7 140,000.00 Wal-Mart Stores Callable Note Cont 09/09/2027 3.95% Due 9/9/2027 0.00 2,765.00 2,765.00 03/10/2023 Interest 89114TZG0 200,000.00 Toronto-Dominion Bank Note 1.25% Due 9/10/2026 0.00 1,250.00 1,250.00 03/13/2023 Interest 3130A2UW4 150,000.00 FHLB Note 2.875% Due 9/13/2024 0.00 2,156.25 2,156.25 03/15/2023 Interest 084664CZ2 130,000.00 Berkshire Hathaway Callable Note Cont 2/15/2027 2.3% Due 3/15/2027 0.00 1,495.00 1,495.00 03/15/2023 Paydown 47800AAC4 45,000.00 John Deere Owner Trust 2022-B A3 3.74% Due 2/16/2027 0.00 140.25 140.25 03/15/2023 Paydown 65479JAD5 10,042.60 Nissan Auto Receivables Owner 2019-C A3 1.93% Due 7/15/2024 520.27 14.48 534.75 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 29 3.A.4.a Packet Pg. 54 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 03/15/2023 Paydown 89238JAC9 35,000.00 Toyota Auto Receivables Trust 2021-D A3 0.71% Due 4/15/2026 0.00 20.71 20.71 03/15/2023 Paydown 47787JAC2 45,000.00 John Deere Owner Trust 2022-A A3 2.32% Due 9/16/2026 0.00 87.00 87.00 03/15/2023 Paydown 47789KAC7 12,575.11 John Deere Owner Trust 2020-A A3 1.1% Due 8/15/2024 615.86 10.40 626.26 03/15/2023 Paydown 89236XAC0 21,405.02 Toyota Auto Receivables 2020-D A3 0.35% Due 1/15/2025 888.04 5.72 893.76 03/15/2023 Paydown 89237VAB5 20,301.19 Toyota Auto Receivables Trust 2020-C A3 0.44% Due 10/15/2024 919.91 6.77 926.68 03/15/2023 Paydown 43815BAC4 60,000.00 Honda Auto Receivables Trust 2022-1 A3 1.88% Due 5/15/2026 0.00 94.00 94.00 03/15/2023 Paydown 47787NAC3 9,491.13 John Deere Owner Trust 2020-B A3 0.51% Due 11/15/2024 728.95 3.41 732.36 03/15/2023 Paydown 47788UAC6 34,888.09 John Deere Owner Trust 2021-A A3 0.36% Due 9/15/2025 1,581.44 9.52 1,590.96 03/15/2023 Paydown 47789QAC4 45,000.00 John Deere Owner Trust 2021-B A3 0.52% Due 3/16/2026 0.00 19.50 19.50 03/15/2023 Paydown 58769KAD6 55,000.00 Mercedes-Benz Auto Lease Trust 2021-B A3 0.4% Due 11/15/2024 4,229.22 15.51 4,244.73 03/15/2023 Paydown 89240BAC2 51,518.11 Toyota Auto Receivables Owners 2021-A A3 0.26% Due 5/15/2025 3,428.96 9.68 3,438.64 03/17/2023 Interest 931142ER0 30,000.00 Wal-Mart Stores Callable Note Cont 08/17/2026 1.05% Due 9/17/2026 0.00 157.50 157.50 03/18/2023 Interest 808513BN4 40,000.00 Charles Schwab Corp Callable Note Cont 2/18/2024 0.75% Due 3/18/2024 0.00 150.00 150.00 03/18/2023 Paydown 43813KAC6 45,142.15 Honda Auto Receivables Trust 2020-3 A3 0.37% Due 10/18/2024 4,100.04 11.39 4,111.43 03/21/2023 Paydown 43813GAC5 21,037.26 Honda Auto Receivables Trust 2021-1 A3 0.27% Due 4/21/2025 1,400.79 4.10 1,404.89 03/21/2023 Paydown 43815GAC3 35,000.00 Honda Auto Receivables Trust 2021-4 A3 0.88% Due 1/21/2026 0.00 25.67 25.67 03/23/2023 Interest 3137EAEX3 230,000.00 FHLMC Note 0.375% Due 9/23/2025 0.00 431.25 431.25 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 30 3.A.4.a Packet Pg. 55 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 03/25/2023 Paydown 05601XAC3 35,000.00 BMW Vehicle Lease Trust 2022-1 A3 1.1% Due 3/25/2025 0.00 32.08 32.08 03/25/2023 Paydown 09690AAC7 34,111.55 BMW Vehicle Lease Trust 2021-2 A3 0.33% Due 12/26/2024 2,840.22 7.82 2,848.04 03/31/2023 Interest 9128285C0 200,000.00 US Treasury Note 3% Due 9/30/2025 0.00 3,000.00 3,000.00 03/31/2023 Interest 91282CFM8 350,000.00 US Treasury Note 4.125% Due 9/30/2027 0.00 7,218.75 7,218.75 03/31/2023 Interest 91282CEF4 225,000.00 US Treasury Note 2.5% Due 3/31/2027 0.00 2,812.50 2,812.50 03/31/2023 Interest 912828W71 210,000.00 US Treasury Note 2.125% Due 3/31/2024 0.00 2,231.25 2,231.25 03/31/2023 Interest 91282CBT7 250,000.00 US Treasury Note 0.75% Due 3/31/2026 0.00 937.50 937.50 MAR 2023 21,253.70 29,634.26 50,887.96 04/13/2023 Interest 023135CF1 60,000.00 Amazon.com Inc Callable Note Cont 3/13/2027 3.3% Due 4/13/2027 0.00 990.00 990.00 04/15/2023 Paydown 47787JAC2 45,000.00 John Deere Owner Trust 2022-A A3 2.32% Due 9/16/2026 0.00 87.00 87.00 04/15/2023 Paydown 47800AAC4 45,000.00 John Deere Owner Trust 2022-B A3 3.74% Due 2/16/2027 0.00 140.25 140.25 04/15/2023 Paydown 65479JAD5 10,042.60 Nissan Auto Receivables Owner 2019-C A3 1.93% Due 7/15/2024 521.44 13.65 535.09 04/15/2023 Paydown 89238JAC9 35,000.00 Toyota Auto Receivables Trust 2021-D A3 0.71% Due 4/15/2026 0.00 20.71 20.71 04/15/2023 Paydown 89236XAC0 21,405.02 Toyota Auto Receivables 2020-D A3 0.35% Due 1/15/2025 885.09 5.46 890.55 04/15/2023 Paydown 43815BAC4 60,000.00 Honda Auto Receivables Trust 2022-1 A3 1.88% Due 5/15/2026 0.00 94.00 94.00 04/15/2023 Paydown 47787NAC3 9,491.13 John Deere Owner Trust 2020-B A3 0.51% Due 11/15/2024 729.23 3.10 732.33 04/15/2023 Paydown 47789KAC7 12,575.11 John Deere Owner Trust 2020-A A3 1.1% Due 8/15/2024 617.55 9.84 627.39 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 31 3.A.4.a Packet Pg. 56 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 04/15/2023 Paydown 47789QAC4 45,000.00 John Deere Owner Trust 2021-B A3 0.52% Due 3/16/2026 0.00 19.50 19.50 04/15/2023 Paydown 58769KAD6 55,000.00 Mercedes-Benz Auto Lease Trust 2021-B A3 0.4% Due 11/15/2024 4,229.61 14.10 4,243.71 04/15/2023 Paydown 89237VAB5 20,301.19 Toyota Auto Receivables Trust 2020-C A3 0.44% Due 10/15/2024 920.25 6.43 926.68 04/15/2023 Paydown 89240BAC2 51,518.11 Toyota Auto Receivables Owners 2021-A A3 0.26% Due 5/15/2025 3,430.08 8.93 3,439.01 04/15/2023 Paydown 47788UAC6 34,888.09 John Deere Owner Trust 2021-A A3 0.36% Due 9/15/2025 1,581.96 9.04 1,591.00 04/16/2023 Interest 3137EAEY1 180,000.00 FHLMC Note 0.125% Due 10/16/2023 0.00 112.50 112.50 04/18/2023 Paydown 43813KAC6 45,142.15 Honda Auto Receivables Trust 2020-3 A3 0.37% Due 10/18/2024 4,101.30 10.13 4,111.43 04/20/2023 Interest 4581X0DV7 230,000.00 Inter-American Dev Bank Note 0.875% Due 4/20/2026 0.00 1,006.25 1,006.25 04/21/2023 Paydown 43815GAC3 35,000.00 Honda Auto Receivables Trust 2021-4 A3 0.88% Due 1/21/2026 0.00 25.67 25.67 04/21/2023 Paydown 43813GAC5 21,037.26 Honda Auto Receivables Trust 2021-1 A3 0.27% Due 4/21/2025 1,401.13 3.79 1,404.92 04/22/2023 Interest 3135G03U5 310,000.00 FNMA Note 0.625% Due 4/22/2025 0.00 968.75 968.75 04/25/2023 Paydown 05601XAC3 35,000.00 BMW Vehicle Lease Trust 2022-1 A3 1.1% Due 3/25/2025 0.00 32.08 32.08 04/25/2023 Paydown 09690AAC7 34,111.55 BMW Vehicle Lease Trust 2021-2 A3 0.33% Due 12/26/2024 2,840.91 7.04 2,847.95 APR 2023 21,258.55 3,588.22 24,846.77 05/07/2023 Interest 3135G06G3 250,000.00 FNMA Note 0.5% Due 11/7/2025 0.00 625.00 625.00 05/10/2023 Interest 665859AW4 130,000.00 Northern Trust Company Callable Note Cont 4/10/2027 4% Due 5/10/2027 0.00 2,600.00 2,600.00 05/12/2023 Interest 023135BW5 90,000.00 Amazon.com Inc Note 0.45% Due 5/12/2024 0.00 202.50 202.50 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 32 3.A.4.a Packet Pg. 57 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 05/13/2023 Interest 46625HJX9 145,000.00 JP Morgan Chase Note 3.625% Due 5/13/2024 0.00 2,628.13 2,628.13 05/15/2023 Interest 91324PEC2 30,000.00 United Health Group Inc Callable Note Cont 4/15/2026 1.15% Due 5/15/2026 0.00 172.50 172.50 05/15/2023 Interest 91324PEG3 50,000.00 United Health Group Inc Callable Note Cont 4/15/2027 3.7% Due 5/15/2027 0.00 925.00 925.00 05/15/2023 Paydown 43815BAC4 60,000.00 Honda Auto Receivables Trust 2022-1 A3 1.88% Due 5/15/2026 0.00 94.00 94.00 05/15/2023 Paydown 47800AAC4 45,000.00 John Deere Owner Trust 2022-B A3 3.74% Due 2/16/2027 0.00 140.25 140.25 05/15/2023 Paydown 58769KAD6 55,000.00 Mercedes-Benz Auto Lease Trust 2021-B A3 0.4% Due 11/15/2024 4,230.00 12.69 4,242.69 05/15/2023 Paydown 47787JAC2 45,000.00 John Deere Owner Trust 2022-A A3 2.32% Due 9/16/2026 0.00 87.00 87.00 05/15/2023 Paydown 89238JAC9 35,000.00 Toyota Auto Receivables Trust 2021-D A3 0.71% Due 4/15/2026 1,581.05 20.71 1,601.76 05/15/2023 Paydown 47789KAC7 12,575.11 John Deere Owner Trust 2020-A A3 1.1% Due 8/15/2024 619.25 9.27 628.52 05/15/2023 Paydown 89236XAC0 21,405.02 Toyota Auto Receivables 2020-D A3 0.35% Due 1/15/2025 882.09 5.21 887.30 05/15/2023 Paydown 89237VAB5 20,301.19 Toyota Auto Receivables Trust 2020-C A3 0.44% Due 10/15/2024 920.59 6.09 926.68 05/15/2023 Paydown 47787NAC3 9,491.13 John Deere Owner Trust 2020-B A3 0.51% Due 11/15/2024 729.52 2.79 732.31 05/15/2023 Paydown 47788UAC6 34,888.09 John Deere Owner Trust 2021-A A3 0.36% Due 9/15/2025 1,582.47 8.57 1,591.04 05/15/2023 Paydown 47789QAC4 45,000.00 John Deere Owner Trust 2021-B A3 0.52% Due 3/16/2026 1,954.55 19.50 1,974.05 05/15/2023 Paydown 65479JAD5 10,042.60 Nissan Auto Receivables Owner 2019-C A3 1.93% Due 7/15/2024 522.61 12.81 535.42 05/15/2023 Paydown 89240BAC2 51,518.11 Toyota Auto Receivables Owners 2021-A A3 0.26% Due 5/15/2025 3,431.19 8.19 3,439.38 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 33 3.A.4.a Packet Pg. 58 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 05/18/2023 Paydown 43813KAC6 45,142.15 Honda Auto Receivables Trust 2020-3 A3 0.37% Due 10/18/2024 4,102.57 8.86 4,111.43 05/21/2023 Paydown 43815GAC3 35,000.00 Honda Auto Receivables Trust 2021-4 A3 0.88% Due 1/21/2026 1,587.01 25.67 1,612.68 05/21/2023 Paydown 43813GAC5 21,037.26 Honda Auto Receivables Trust 2021-1 A3 0.27% Due 4/21/2025 1,401.47 3.47 1,404.94 05/25/2023 Paydown 05601XAC3 35,000.00 BMW Vehicle Lease Trust 2022-1 A3 1.1% Due 3/25/2025 3,112.70 32.08 3,144.78 05/25/2023 Paydown 09690AAC7 34,111.55 BMW Vehicle Lease Trust 2021-2 A3 0.33% Due 12/26/2024 2,841.59 6.26 2,847.85 05/31/2023 Interest 912828YV6 230,000.00 US Treasury Note 1.5% Due 11/30/2024 0.00 1,725.00 1,725.00 05/31/2023 Interest 91282CAZ4 240,000.00 US Treasury Note 0.375% Due 11/30/2025 0.00 450.00 450.00 05/31/2023 Interest 91282CET4 215,000.00 US Treasury Note 2.625% Due 5/31/2027 0.00 2,821.88 2,821.88 05/31/2023 Interest 912828ZT0 230,000.00 US Treasury Note 0.25% Due 5/31/2025 0.00 287.50 287.50 MAY 2023 29,498.66 12,940.93 42,439.59 06/08/2023 Interest 3130A0F70 220,000.00 FHLB Note 3.375% Due 12/8/2023 0.00 3,712.50 3,712.50 06/10/2023 Interest 78015K7H1 200,000.00 Royal Bank of Canada Note 1.15% Due 6/10/2025 0.00 1,150.00 1,150.00 06/13/2023 Interest 3130A3GE8 250,000.00 FHLB Note 2.75% Due 12/13/2024 0.00 3,437.50 3,437.50 06/13/2023 Interest 3130AJKW8 225,000.00 FHLB Note 0.5% Due 6/13/2025 0.00 562.50 562.50 06/14/2023 Interest 3130A1XJ2 210,000.00 FHLB Note 2.875% Due 6/14/2024 0.00 3,018.76 3,018.76 06/15/2023 Interest 91282CDN8 185,000.00 US Treasury Note 1% Due 12/15/2024 0.00 925.00 925.00 06/15/2023 Paydown 47787JAC2 45,000.00 John Deere Owner Trust 2022-A A3 2.32% Due 9/16/2026 0.00 87.00 87.00 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 34 3.A.4.a Packet Pg. 59 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 06/15/2023 Paydown 47787NAC3 9,491.13 John Deere Owner Trust 2020-B A3 0.51% Due 11/15/2024 729.81 2.48 732.29 06/15/2023 Paydown 47789KAC7 12,575.11 John Deere Owner Trust 2020-A A3 1.1% Due 8/15/2024 620.96 8.70 629.66 06/15/2023 Paydown 47789QAC4 45,000.00 John Deere Owner Trust 2021-B A3 0.52% Due 3/16/2026 1,954.73 18.65 1,973.38 06/15/2023 Paydown 65479JAD5 10,042.60 Nissan Auto Receivables Owner 2019-C A3 1.93% Due 7/15/2024 523.79 11.97 535.76 06/15/2023 Paydown 89237VAB5 20,301.19 Toyota Auto Receivables Trust 2020-C A3 0.44% Due 10/15/2024 920.92 5.76 926.68 06/15/2023 Paydown 89240BAC2 51,518.11 Toyota Auto Receivables Owners 2021-A A3 0.26% Due 5/15/2025 3,432.30 7.45 3,439.75 06/15/2023 Paydown 47788UAC6 34,888.09 John Deere Owner Trust 2021-A A3 0.36% Due 9/15/2025 1,582.99 8.09 1,591.08 06/15/2023 Paydown 43815BAC4 60,000.00 Honda Auto Receivables Trust 2022-1 A3 1.88% Due 5/15/2026 0.00 94.00 94.00 06/15/2023 Paydown 47800AAC4 45,000.00 John Deere Owner Trust 2022-B A3 3.74% Due 2/16/2027 0.00 140.25 140.25 06/15/2023 Paydown 58769KAD6 55,000.00 Mercedes-Benz Auto Lease Trust 2021-B A3 0.4% Due 11/15/2024 4,230.39 11.28 4,241.67 06/15/2023 Paydown 89238JAC9 35,000.00 Toyota Auto Receivables Trust 2021-D A3 0.71% Due 4/15/2026 1,581.99 19.77 1,601.76 06/15/2023 Paydown 89236XAC0 21,405.02 Toyota Auto Receivables 2020-D A3 0.35% Due 1/15/2025 879.08 4.95 884.03 06/18/2023 Interest 89236TJK2 120,000.00 Toyota Motor Credit Corp Note 1.125% Due 6/18/2026 0.00 675.00 675.00 06/18/2023 Paydown 43813KAC6 45,142.15 Honda Auto Receivables Trust 2020-3 A3 0.37% Due 10/18/2024 4,103.83 7.60 4,111.43 06/19/2023 Maturity 3137EAEN5 200,000.00 FHLMC Note 2.75% Due 6/19/2023 200,000.00 2,750.00 202,750.00 06/21/2023 Paydown 43813GAC5 21,037.26 Honda Auto Receivables Trust 2021-1 A3 0.27% Due 4/21/2025 1,401.80 3.16 1,404.96 06/21/2023 Paydown 43815GAC3 35,000.00 Honda Auto Receivables Trust 2021-4 A3 0.88% Due 1/21/2026 1,587.39 24.50 1,611.89 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 35 3.A.4.a Packet Pg. 60 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 06/25/2023 Paydown 05601XAC3 35,000.00 BMW Vehicle Lease Trust 2022-1 A3 1.1% Due 3/25/2025 3,126.34 29.23 3,155.57 06/25/2023 Paydown 09690AAC7 34,111.55 BMW Vehicle Lease Trust 2021-2 A3 0.33% Due 12/26/2024 2,842.28 5.48 2,847.76 06/30/2023 Interest 91282CBC4 250,000.00 US Treasury Note 0.375% Due 12/31/2025 0.00 468.75 468.75 JUN 2023 229,518.60 17,190.33 246,708.93 07/07/2023 Interest 3135G0X24 225,000.00 FNMA Note 1.625% Due 1/7/2025 0.00 1,828.13 1,828.13 07/10/2023 Interest 24422EUR8 150,000.00 John Deere Capital Corp Note 3.45% Due 1/10/2024 0.00 2,587.50 2,587.50 07/15/2023 Interest 87612EBM7 65,000.00 Target Corp Callable Note Cont 12/15/2026 1.95% Due 1/15/2027 0.00 633.75 633.75 07/15/2023 Paydown 89238JAC9 35,000.00 Toyota Auto Receivables Trust 2021-D A3 0.71% Due 4/15/2026 1,582.92 18.84 1,601.76 07/15/2023 Paydown 47787NAC3 9,491.13 John Deere Owner Trust 2020-B A3 0.51% Due 11/15/2024 730.09 2.17 732.26 07/15/2023 Paydown 47788UAC6 34,888.09 John Deere Owner Trust 2021-A A3 0.36% Due 9/15/2025 1,583.50 7.62 1,591.12 07/15/2023 Paydown 47789QAC4 45,000.00 John Deere Owner Trust 2021-B A3 0.52% Due 3/16/2026 1,954.90 17.81 1,972.71 07/15/2023 Paydown 58769KAD6 55,000.00 Mercedes-Benz Auto Lease Trust 2021-B A3 0.4% Due 11/15/2024 4,230.77 9.87 4,240.64 07/15/2023 Paydown 89240BAC2 51,518.11 Toyota Auto Receivables Owners 2021-A A3 0.26% Due 5/15/2025 3,433.43 6.70 3,440.13 07/15/2023 Paydown 43815BAC4 60,000.00 Honda Auto Receivables Trust 2022-1 A3 1.88% Due 5/15/2026 0.00 94.00 94.00 07/15/2023 Paydown 47800AAC4 45,000.00 John Deere Owner Trust 2022-B A3 3.74% Due 2/16/2027 0.00 140.25 140.25 07/15/2023 Paydown 65479JAD5 10,042.60 Nissan Auto Receivables Owner 2019-C A3 1.93% Due 7/15/2024 524.96 11.13 536.09 07/15/2023 Paydown 47787JAC2 45,000.00 John Deere Owner Trust 2022-A A3 2.32% Due 9/16/2026 0.00 87.00 87.00 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 36 3.A.4.a Packet Pg. 61 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 07/15/2023 Paydown 47789KAC7 12,575.11 John Deere Owner Trust 2020-A A3 1.1% Due 8/15/2024 622.66 8.14 630.80 07/15/2023 Paydown 89236XAC0 21,405.02 Toyota Auto Receivables 2020-D A3 0.35% Due 1/15/2025 876.03 4.69 880.72 07/15/2023 Paydown 89237VAB5 20,301.19 Toyota Auto Receivables Trust 2020-C A3 0.44% Due 10/15/2024 921.26 5.42 926.68 07/17/2023 Interest 61747YET8 60,000.00 Morgan Stanley Callable Note Cont 7/17/2025 4.679% Due 7/17/2026 0.00 1,403.70 1,403.70 07/18/2023 Paydown 43813KAC6 45,142.15 Honda Auto Receivables Trust 2020-3 A3 0.37% Due 10/18/2024 4,105.10 6.33 4,111.43 07/21/2023 Interest 3137EAEU9 145,000.00 FHLMC Note 0.375% Due 7/21/2025 0.00 271.88 271.88 07/21/2023 Paydown 43815GAC3 35,000.00 Honda Auto Receivables Trust 2021-4 A3 0.88% Due 1/21/2026 1,587.75 23.34 1,611.09 07/21/2023 Paydown 43813GAC5 21,037.26 Honda Auto Receivables Trust 2021-1 A3 0.27% Due 4/21/2025 1,402.15 2.84 1,404.99 07/25/2023 Paydown 05601XAC3 35,000.00 BMW Vehicle Lease Trust 2022-1 A3 1.1% Due 3/25/2025 3,140.05 26.36 3,166.41 07/25/2023 Paydown 09690AAC7 34,111.55 BMW Vehicle Lease Trust 2021-2 A3 0.33% Due 12/26/2024 2,842.98 4.69 2,847.67 07/31/2023 Interest 912828Y87 220,000.00 US Treasury Note 1.75% Due 7/31/2024 0.00 1,925.00 1,925.00 07/31/2023 Interest 91282CCP4 300,000.00 US Treasury Note 0.625% Due 7/31/2026 0.00 937.50 937.50 07/31/2023 Maturity 912828Y61 125,000.00 US Treasury Note 2.75% Due 7/31/2023 125,000.00 1,718.75 126,718.75 JUL 2023 154,538.55 11,783.41 166,321.96 08/05/2023 Interest 3135G0V34 375,000.00 FNMA Note 2.5% Due 2/5/2024 0.00 4,687.50 4,687.50 08/06/2023 Interest 857477BR3 35,000.00 State Street Bank Callable Note Cont 2/6/2025 1.746% Due 2/6/2026 0.00 305.55 305.55 08/09/2023 Interest 037833CJ7 210,000.00 Apple Inc Callable Note Cont 11/9/2026 3.35% Due 2/9/2027 0.00 3,517.50 3,517.50 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 37 3.A.4.a Packet Pg. 62 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 08/12/2023 Interest 3137EAEP0 245,000.00 FHLMC Note 1.5% Due 2/12/2025 0.00 1,837.50 1,837.50 08/15/2023 Interest 912828V98 130,000.00 US Treasury Note 2.25% Due 2/15/2027 0.00 1,462.50 1,462.50 08/15/2023 Interest 9128282A7 150,000.00 US Treasury Note 1.5% Due 8/15/2026 0.00 1,125.00 1,125.00 08/15/2023 Paydown 47788UAC6 34,888.09 John Deere Owner Trust 2021-A A3 0.36% Due 9/15/2025 1,584.02 7.14 1,591.16 08/15/2023 Paydown 43815BAC4 60,000.00 Honda Auto Receivables Trust 2022-1 A3 1.88% Due 5/15/2026 0.00 94.00 94.00 08/15/2023 Paydown 47787NAC3 9,491.13 John Deere Owner Trust 2020-B A3 0.51% Due 11/15/2024 730.38 1.86 732.24 08/15/2023 Paydown 47789KAC7 12,575.11 John Deere Owner Trust 2020-A A3 1.1% Due 8/15/2024 624.38 7.56 631.94 08/15/2023 Paydown 47789QAC4 45,000.00 John Deere Owner Trust 2021-B A3 0.52% Due 3/16/2026 1,955.09 16.96 1,972.05 08/15/2023 Paydown 58769KAD6 55,000.00 Mercedes-Benz Auto Lease Trust 2021-B A3 0.4% Due 11/15/2024 4,231.16 8.46 4,239.62 08/15/2023 Paydown 89237VAB5 20,301.19 Toyota Auto Receivables Trust 2020-C A3 0.44% Due 10/15/2024 921.60 5.08 926.68 08/15/2023 Paydown 89240BAC2 51,518.11 Toyota Auto Receivables Owners 2021-A A3 0.26% Due 5/15/2025 3,434.54 5.96 3,440.50 08/15/2023 Paydown 47787JAC2 45,000.00 John Deere Owner Trust 2022-A A3 2.32% Due 9/16/2026 0.00 87.00 87.00 08/15/2023 Paydown 47800AAC4 45,000.00 John Deere Owner Trust 2022-B A3 3.74% Due 2/16/2027 0.00 140.25 140.25 08/15/2023 Paydown 65479JAD5 10,042.60 Nissan Auto Receivables Owner 2019-C A3 1.93% Due 7/15/2024 526.15 10.28 536.43 08/15/2023 Paydown 89238JAC9 35,000.00 Toyota Auto Receivables Trust 2021-D A3 0.71% Due 4/15/2026 1,583.86 17.90 1,601.76 08/15/2023 Paydown 89236XAC0 21,405.02 Toyota Auto Receivables 2020-D A3 0.35% Due 1/15/2025 872.94 4.44 877.38 08/18/2023 Paydown 43813KAC6 45,142.15 Honda Auto Receivables Trust 2020-3 A3 0.37% Due 10/18/2024 4,106.36 5.07 4,111.43 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 38 3.A.4.a Packet Pg. 63 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 08/21/2023 Paydown 43815GAC3 35,000.00 Honda Auto Receivables Trust 2021-4 A3 0.88% Due 1/21/2026 1,588.13 22.17 1,610.30 08/21/2023 Paydown 43813GAC5 21,037.26 Honda Auto Receivables Trust 2021-1 A3 0.27% Due 4/21/2025 1,402.48 2.53 1,405.01 08/25/2023 Interest 3135G05X7 230,000.00 FNMA Note 0.375% Due 8/25/2025 0.00 431.25 431.25 08/25/2023 Paydown 09690AAC7 34,111.55 BMW Vehicle Lease Trust 2021-2 A3 0.33% Due 12/26/2024 2,843.66 3.91 2,847.57 08/25/2023 Paydown 05601XAC3 35,000.00 BMW Vehicle Lease Trust 2022-1 A3 1.1% Due 3/25/2025 3,153.80 23.49 3,177.29 08/31/2023 Interest 9128282U3 230,000.00 US Treasury Note 1.875% Due 8/31/2024 0.00 2,156.25 2,156.25 08/31/2023 Interest 912828ZC7 400,000.00 US Treasury Note 1.125% Due 2/28/2025 0.00 2,250.00 2,250.00 08/31/2023 Interest 9128284Z0 155,000.00 US Treasury Note 2.75% Due 8/31/2025 0.00 2,131.25 2,131.25 08/31/2023 Interest 91282CBQ3 250,000.00 US Treasury Note 0.5% Due 2/28/2026 0.00 625.00 625.00 AUG 2023 29,558.55 20,993.36 50,551.91 09/03/2023 Interest 808513BY0 45,000.00 Charles Schwab Corp Callable Note Cont 2/3/2027 2.45% Due 3/3/2027 0.00 551.25 551.25 09/08/2023 Maturity 313383YJ4 200,000.00 FHLB Note 3.375% Due 9/8/2023 200,000.00 3,375.00 203,375.00 09/09/2023 Interest 931142EW9 30,000.00 Wal-Mart Stores Note 3.9% Due 9/9/2025 0.00 585.00 585.00 09/09/2023 Interest 931142EX7 140,000.00 Wal-Mart Stores Callable Note Cont 09/09/2027 3.95% Due 9/9/2027 0.00 2,765.00 2,765.00 09/10/2023 Interest 89114TZG0 200,000.00 Toronto-Dominion Bank Note 1.25% Due 9/10/2026 0.00 1,250.00 1,250.00 09/13/2023 Interest 3130A2UW4 150,000.00 FHLB Note 2.875% Due 9/13/2024 0.00 2,156.25 2,156.25 09/15/2023 Interest 084664CZ2 130,000.00 Berkshire Hathaway Callable Note Cont 2/15/2027 2.3% Due 3/15/2027 0.00 1,495.00 1,495.00 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 39 3.A.4.a Packet Pg. 64 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 09/15/2023 Paydown 47787JAC2 45,000.00 John Deere Owner Trust 2022-A A3 2.32% Due 9/16/2026 0.00 87.00 87.00 09/15/2023 Paydown 47800AAC4 45,000.00 John Deere Owner Trust 2022-B A3 3.74% Due 2/16/2027 0.00 140.25 140.25 09/15/2023 Paydown 89238JAC9 35,000.00 Toyota Auto Receivables Trust 2021-D A3 0.71% Due 4/15/2026 1,584.80 16.96 1,601.76 09/15/2023 Paydown 43815BAC4 60,000.00 Honda Auto Receivables Trust 2022-1 A3 1.88% Due 5/15/2026 0.00 94.00 94.00 09/15/2023 Paydown 47789KAC7 12,575.11 John Deere Owner Trust 2020-A A3 1.1% Due 8/15/2024 626.09 6.99 633.08 09/15/2023 Paydown 89236XAC0 21,405.02 Toyota Auto Receivables 2020-D A3 0.35% Due 1/15/2025 869.84 4.18 874.02 09/15/2023 Paydown 89237VAB5 20,301.19 Toyota Auto Receivables Trust 2020-C A3 0.44% Due 10/15/2024 921.94 4.74 926.68 09/15/2023 Paydown 47787NAC3 9,491.13 John Deere Owner Trust 2020-B A3 0.51% Due 11/15/2024 730.66 1.55 732.21 09/15/2023 Paydown 47788UAC6 34,888.09 John Deere Owner Trust 2021-A A3 0.36% Due 9/15/2025 1,584.53 6.67 1,591.20 09/15/2023 Paydown 47789QAC4 45,000.00 John Deere Owner Trust 2021-B A3 0.52% Due 3/16/2026 1,955.27 16.11 1,971.38 09/15/2023 Paydown 65479JAD5 10,042.60 Nissan Auto Receivables Owner 2019-C A3 1.93% Due 7/15/2024 527.33 9.44 536.77 09/15/2023 Paydown 89240BAC2 51,518.11 Toyota Auto Receivables Owners 2021-A A3 0.26% Due 5/15/2025 3,435.65 5.22 3,440.87 09/15/2023 Paydown 58769KAD6 55,000.00 Mercedes-Benz Auto Lease Trust 2021-B A3 0.4% Due 11/15/2024 4,231.55 7.05 4,238.60 09/17/2023 Interest 931142ER0 30,000.00 Wal-Mart Stores Callable Note Cont 08/17/2026 1.05% Due 9/17/2026 0.00 157.50 157.50 09/18/2023 Interest 808513BN4 40,000.00 Charles Schwab Corp Callable Note Cont 2/18/2024 0.75% Due 3/18/2024 0.00 150.00 150.00 09/18/2023 Paydown 43813KAC6 45,142.15 Honda Auto Receivables Trust 2020-3 A3 0.37% Due 10/18/2024 4,107.63 3.80 4,111.43 09/21/2023 Paydown 43815GAC3 35,000.00 Honda Auto Receivables Trust 2021-4 A3 0.88% Due 1/21/2026 1,588.50 21.01 1,609.51 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 40 3.A.4.a Packet Pg. 65 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 09/21/2023 Paydown 43813GAC5 21,037.26 Honda Auto Receivables Trust 2021-1 A3 0.27% Due 4/21/2025 1,402.82 2.21 1,405.03 09/23/2023 Interest 3137EAEX3 230,000.00 FHLMC Note 0.375% Due 9/23/2025 0.00 431.25 431.25 09/25/2023 Paydown 05601XAC3 35,000.00 BMW Vehicle Lease Trust 2022-1 A3 1.1% Due 3/25/2025 3,167.63 20.59 3,188.22 09/25/2023 Paydown 09690AAC7 34,111.55 BMW Vehicle Lease Trust 2021-2 A3 0.33% Due 12/26/2024 2,844.35 3.13 2,847.48 09/30/2023 Interest 912828W71 210,000.00 US Treasury Note 2.125% Due 3/31/2024 0.00 2,231.25 2,231.25 09/30/2023 Interest 91282CBT7 250,000.00 US Treasury Note 0.75% Due 3/31/2026 0.00 937.50 937.50 09/30/2023 Interest 91282CEF4 225,000.00 US Treasury Note 2.5% Due 3/31/2027 0.00 2,812.50 2,812.50 09/30/2023 Interest 9128285C0 200,000.00 US Treasury Note 3% Due 9/30/2025 0.00 3,000.00 3,000.00 09/30/2023 Interest 91282CFM8 350,000.00 US Treasury Note 4.125% Due 9/30/2027 0.00 7,218.75 7,218.75 SEP 2023 229,578.59 29,567.15 259,145.74 10/13/2023 Interest 023135CF1 60,000.00 Amazon.com Inc Callable Note Cont 3/13/2027 3.3% Due 4/13/2027 0.00 990.00 990.00 10/15/2023 Paydown 47787JAC2 45,000.00 John Deere Owner Trust 2022-A A3 2.32% Due 9/16/2026 1,847.48 87.00 1,934.48 10/15/2023 Paydown 47787NAC3 9,491.13 John Deere Owner Trust 2020-B A3 0.51% Due 11/15/2024 730.95 1.24 732.19 10/15/2023 Paydown 47789KAC7 12,575.11 John Deere Owner Trust 2020-A A3 1.1% Due 8/15/2024 627.81 6.42 634.23 10/15/2023 Paydown 47789QAC4 45,000.00 John Deere Owner Trust 2021-B A3 0.52% Due 3/16/2026 1,955.45 15.26 1,970.71 10/15/2023 Paydown 65479JAD5 10,042.60 Nissan Auto Receivables Owner 2019-C A3 1.93% Due 7/15/2024 528.51 8.59 537.10 10/15/2023 Paydown 89237VAB5 20,301.19 Toyota Auto Receivables Trust 2020-C A3 0.44% Due 10/15/2024 922.27 4.41 926.68 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 41 3.A.4.a Packet Pg. 66 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 10/15/2023 Paydown 89240BAC2 51,518.11 Toyota Auto Receivables Owners 2021-A A3 0.26% Due 5/15/2025 3,436.77 4.47 3,441.24 10/15/2023 Paydown 89236XAC0 21,405.02 Toyota Auto Receivables 2020-D A3 0.35% Due 1/15/2025 866.69 3.93 870.62 10/15/2023 Paydown 47788UAC6 34,888.09 John Deere Owner Trust 2021-A A3 0.36% Due 9/15/2025 1,585.05 6.19 1,591.24 10/15/2023 Paydown 43815BAC4 60,000.00 Honda Auto Receivables Trust 2022-1 A3 1.88% Due 5/15/2026 2,876.99 94.00 2,970.99 10/15/2023 Paydown 47800AAC4 45,000.00 John Deere Owner Trust 2022-B A3 3.74% Due 2/16/2027 0.00 140.25 140.25 10/15/2023 Paydown 58769KAD6 55,000.00 Mercedes-Benz Auto Lease Trust 2021-B A3 0.4% Due 11/15/2024 4,231.94 5.64 4,237.58 10/15/2023 Paydown 89238JAC9 35,000.00 Toyota Auto Receivables Trust 2021-D A3 0.71% Due 4/15/2026 1,585.73 16.03 1,601.76 10/16/2023 Maturity 3137EAEY1 180,000.00 FHLMC Note 0.125% Due 10/16/2023 180,000.00 112.50 180,112.50 10/18/2023 Paydown 43813KAC6 45,142.15 Honda Auto Receivables Trust 2020-3 A3 0.37% Due 10/18/2024 4,108.90 2.53 4,111.43 10/20/2023 Interest 4581X0DV7 230,000.00 Inter-American Dev Bank Note 0.875% Due 4/20/2026 0.00 1,006.25 1,006.25 10/21/2023 Paydown 43815GAC3 35,000.00 Honda Auto Receivables Trust 2021-4 A3 0.88% Due 1/21/2026 1,588.87 19.84 1,608.71 10/21/2023 Paydown 43813GAC5 21,037.26 Honda Auto Receivables Trust 2021-1 A3 0.27% Due 4/21/2025 1,403.16 1.90 1,405.06 10/22/2023 Interest 3135G03U5 310,000.00 FNMA Note 0.625% Due 4/22/2025 0.00 968.75 968.75 10/25/2023 Paydown 05601XAC3 35,000.00 BMW Vehicle Lease Trust 2022-1 A3 1.1% Due 3/25/2025 3,181.52 17.69 3,199.21 10/25/2023 Paydown 09690AAC7 34,111.55 BMW Vehicle Lease Trust 2021-2 A3 0.33% Due 12/26/2024 2,845.03 2.35 2,847.38 OCT 2023 214,323.12 3,515.24 217,838.36 11/07/2023 Interest 3135G06G3 250,000.00 FNMA Note 0.5% Due 11/7/2025 0.00 625.00 625.00 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 42 3.A.4.a Packet Pg. 67 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 11/10/2023 Interest 665859AW4 130,000.00 Northern Trust Company Callable Note Cont 4/10/2027 4% Due 5/10/2027 0.00 2,600.00 2,600.00 11/12/2023 Interest 023135BW5 90,000.00 Amazon.com Inc Note 0.45% Due 5/12/2024 0.00 202.50 202.50 11/13/2023 Interest 46625HJX9 145,000.00 JP Morgan Chase Note 3.625% Due 5/13/2024 0.00 2,628.13 2,628.13 11/15/2023 Interest 91324PEC2 30,000.00 United Health Group Inc Callable Note Cont 4/15/2026 1.15% Due 5/15/2026 0.00 172.50 172.50 11/15/2023 Interest 91324PEG3 50,000.00 United Health Group Inc Callable Note Cont 4/15/2027 3.7% Due 5/15/2027 0.00 925.00 925.00 11/15/2023 Paydown 43815BAC4 60,000.00 Honda Auto Receivables Trust 2022-1 A3 1.88% Due 5/15/2026 2,889.60 89.49 2,979.09 11/15/2023 Paydown 47800AAC4 45,000.00 John Deere Owner Trust 2022-B A3 3.74% Due 2/16/2027 0.00 140.25 140.25 11/15/2023 Paydown 89238JAC9 35,000.00 Toyota Auto Receivables Trust 2021-D A3 0.71% Due 4/15/2026 1,586.67 15.09 1,601.76 11/15/2023 Paydown 47787NAC3 9,491.13 John Deere Owner Trust 2020-B A3 0.51% Due 11/15/2024 731.23 0.93 732.16 11/15/2023 Paydown 47788UAC6 34,888.09 John Deere Owner Trust 2021-A A3 0.36% Due 9/15/2025 1,585.56 5.72 1,591.28 11/15/2023 Paydown 47789QAC4 45,000.00 John Deere Owner Trust 2021-B A3 0.52% Due 3/16/2026 1,955.62 14.42 1,970.04 11/15/2023 Paydown 89240BAC2 51,518.11 Toyota Auto Receivables Owners 2021-A A3 0.26% Due 5/15/2025 3,437.88 3.73 3,441.61 11/15/2023 Paydown 47787JAC2 45,000.00 John Deere Owner Trust 2022-A A3 2.32% Due 9/16/2026 1,849.85 83.43 1,933.28 11/15/2023 Paydown 47789KAC7 12,575.11 John Deere Owner Trust 2020-A A3 1.1% Due 8/15/2024 629.54 5.84 635.38 11/15/2023 Paydown 58769KAD6 55,000.00 Mercedes-Benz Auto Lease Trust 2021-B A3 0.4% Due 11/15/2024 4,232.32 4.23 4,236.55 11/15/2023 Paydown 89236XAC0 21,405.02 Toyota Auto Receivables 2020-D A3 0.35% Due 1/15/2025 863.51 3.68 867.19 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 43 3.A.4.a Packet Pg. 68 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 11/15/2023 Paydown 89237VAB5 20,301.19 Toyota Auto Receivables Trust 2020-C A3 0.44% Due 10/15/2024 922.61 4.07 926.68 11/15/2023 Paydown 65479JAD5 10,042.60 Nissan Auto Receivables Owner 2019-C A3 1.93% Due 7/15/2024 529.70 7.74 537.44 11/18/2023 Paydown 43813KAC6 45,142.15 Honda Auto Receivables Trust 2020-3 A3 0.37% Due 10/18/2024 4,110.16 1.27 4,111.43 11/21/2023 Paydown 43813GAC5 21,037.26 Honda Auto Receivables Trust 2021-1 A3 0.27% Due 4/21/2025 1,403.50 1.58 1,405.08 11/21/2023 Paydown 43815GAC3 35,000.00 Honda Auto Receivables Trust 2021-4 A3 0.88% Due 1/21/2026 1,589.24 18.68 1,607.92 11/25/2023 Paydown 05601XAC3 35,000.00 BMW Vehicle Lease Trust 2022-1 A3 1.1% Due 3/25/2025 3,195.46 14.77 3,210.23 11/25/2023 Paydown 09690AAC7 34,111.55 BMW Vehicle Lease Trust 2021-2 A3 0.33% Due 12/26/2024 2,845.72 1.57 2,847.29 11/30/2023 Interest 912828ZT0 230,000.00 US Treasury Note 0.25% Due 5/31/2025 0.00 287.50 287.50 11/30/2023 Interest 912828YV6 230,000.00 US Treasury Note 1.5% Due 11/30/2024 0.00 1,725.00 1,725.00 11/30/2023 Interest 91282CAZ4 240,000.00 US Treasury Note 0.375% Due 11/30/2025 0.00 450.00 450.00 11/30/2023 Interest 91282CET4 215,000.00 US Treasury Note 2.625% Due 5/31/2027 0.00 2,821.88 2,821.88 NOV 2023 34,358.17 12,854.00 47,212.17 12/08/2023 Maturity 3130A0F70 220,000.00 FHLB Note 3.375% Due 12/8/2023 220,000.00 3,712.50 223,712.50 12/10/2023 Interest 78015K7H1 200,000.00 Royal Bank of Canada Note 1.15% Due 6/10/2025 0.00 1,150.00 1,150.00 12/13/2023 Interest 3130A3GE8 250,000.00 FHLB Note 2.75% Due 12/13/2024 0.00 3,437.50 3,437.50 12/13/2023 Interest 3130AJKW8 225,000.00 FHLB Note 0.5% Due 6/13/2025 0.00 562.50 562.50 12/14/2023 Interest 3130A1XJ2 210,000.00 FHLB Note 2.875% Due 6/14/2024 0.00 3,018.76 3,018.76 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 44 3.A.4.a Packet Pg. 69 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 12/15/2023 Interest 91282CDN8 185,000.00 US Treasury Note 1% Due 12/15/2024 0.00 925.00 925.00 12/15/2023 Paydown 43815BAC4 60,000.00 Honda Auto Receivables Trust 2022-1 A3 1.88% Due 5/15/2026 2,902.26 84.97 2,987.23 12/15/2023 Paydown 47787NAC3 9,491.13 John Deere Owner Trust 2020-B A3 0.51% Due 11/15/2024 731.52 0.62 732.14 12/15/2023 Paydown 47789KAC7 12,575.11 John Deere Owner Trust 2020-A A3 1.1% Due 8/15/2024 631.27 5.27 636.54 12/15/2023 Paydown 47789QAC4 45,000.00 John Deere Owner Trust 2021-B A3 0.52% Due 3/16/2026 1,955.80 13.57 1,969.37 12/15/2023 Paydown 89237VAB5 20,301.19 Toyota Auto Receivables Trust 2020-C A3 0.44% Due 10/15/2024 922.95 3.73 926.68 12/15/2023 Paydown 89240BAC2 51,518.11 Toyota Auto Receivables Owners 2021-A A3 0.26% Due 5/15/2025 3,439.01 2.98 3,441.99 12/15/2023 Paydown 47787JAC2 45,000.00 John Deere Owner Trust 2022-A A3 2.32% Due 9/16/2026 1,852.22 79.85 1,932.07 12/15/2023 Paydown 58769KAD6 55,000.00 Mercedes-Benz Auto Lease Trust 2021-B A3 0.4% Due 11/15/2024 4,232.71 2.82 4,235.53 12/15/2023 Paydown 89236XAC0 21,405.02 Toyota Auto Receivables 2020-D A3 0.35% Due 1/15/2025 860.31 3.42 863.73 12/15/2023 Paydown 47800AAC4 45,000.00 John Deere Owner Trust 2022-B A3 3.74% Due 2/16/2027 0.00 140.25 140.25 12/15/2023 Paydown 65479JAD5 10,042.60 Nissan Auto Receivables Owner 2019-C A3 1.93% Due 7/15/2024 530.90 6.88 537.78 12/15/2023 Paydown 89238JAC9 35,000.00 Toyota Auto Receivables Trust 2021-D A3 0.71% Due 4/15/2026 1,587.61 14.15 1,601.76 12/15/2023 Paydown 47788UAC6 34,888.09 John Deere Owner Trust 2021-A A3 0.36% Due 9/15/2025 1,586.08 5.24 1,591.32 12/18/2023 Interest 89236TJK2 120,000.00 Toyota Motor Credit Corp Note 1.125% Due 6/18/2026 0.00 675.00 675.00 12/21/2023 Paydown 43813GAC5 21,037.26 Honda Auto Receivables Trust 2021-1 A3 0.27% Due 4/21/2025 1,403.84 1.26 1,405.10 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 45 3.A.4.a Packet Pg. 70 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Cash Flow Report As of December 31, 2022 City of San Jacinto Account #10167 Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 12/21/2023 Paydown 43815GAC3 35,000.00 Honda Auto Receivables Trust 2021-4 A3 0.88% Due 1/21/2026 1,589.61 17.51 1,607.12 12/25/2023 Paydown 05601XAC3 35,000.00 BMW Vehicle Lease Trust 2022-1 A3 1.1% Due 3/25/2025 3,209.46 11.85 3,221.31 12/25/2023 Paydown 09690AAC7 34,111.55 BMW Vehicle Lease Trust 2021-2 A3 0.33% Due 12/26/2024 2,846.41 0.78 2,847.19 12/31/2023 Interest 91282CBC4 250,000.00 US Treasury Note 0.375% Due 12/31/2025 0.00 468.75 468.75 DEC 2023 250,281.96 14,345.16 264,627.12 TOTAL 1,476,661.28 191,812.09 1,668,473.37 Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 46 3.A.4.a Packet Pg. 71 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Important DisclosuresCity of San Jacinto Account #10167 Chandler Asset Management, Inc. ;͞Chandler͟Ϳis an SEC registered investment adviser. For additional information about our firm, please see our current disclosures (Form ADV). To obtain a copy of our current disclosures, you may contact your client service representative by calling the number on the front of this statement or you may visit our website at www.chandlerasset.com. Information contained in this monthly statement is confidential and is provided for informational purposes only and should not be construed as specific investment or legal advice. The information contained herein was obtained from sources believed to be reliable as of the date of this statement, but may become outdated or superseded at any time without notice. Custody: Your qualified custodian bank maintains control of all assets reflected in this statement and we urge you to compare this statement to the one you receive from your qualified custodian. Chandler does not have any authority to withdraw or deposit funds from/to the custodian account. Valuation: Prices are provided by IDC, an independent pricing source. In the event IDC does not provide a price or if the price provided is not reflective of fair market value, Chandler will obtain pricing from an alternative approved third party pricing source in accordance with our written valuation policy and procedures. Our valuation procedures are also disclosed in Item 5 of our Form ADV Part 2A. Performance: Performance results are presented gross-of-advisory fees and represent the client ͛s Total Return. The deduction of advisory fees lowers performance results. These results include the reinvestment of dividends and other earnings. Past performance may not be indicative of future results. Therefore, clients should not assume that future performance of any specific investment or investment strategy will be profitable or equal to past performance levels. All investment strategies have the potential for profit or loss. Economic factors, market conditions or changes in investment strategies, contributions or withdrawals may materially alter the performance and results of your portfolio. Source ice Data Indices, LLC ("ICE"), used with permission. ICE PERMITS USE OF THE ICE INDICES AND RELATED DATA ON AN "AS IS" BASIS; ICE, ITS AFFILIATES AND THEIR RESPECTIVE THIRD PARTY SUPPLIERS DISCLAIM ANY AND ALL WARRANTIES AND REPRESENTATIONS, EXPRESS AND/OR IMPLIED, INCLUDING ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR USE, INCLUDING THE INDICES, INDEX DATA AND ANY DATA INCLUDED IN, RELATED TO, OR DERIVED THEREFROM. NEITHER ICE DATA, ITS AFFILIATES OR THEIR RESPECTIVE THIRD PARTY PROVIDERS GUARANTEE THE QUALITY, ADEQUACY, ACCURACY, TIMELINESS OR COMPLETENESS OF THE INDICES OR THE INDEX DATA OR ANY COMPONENT THEREOF, AND THE INDICES AND INDEX DATA AND ALL COMPONENTS THEREOF ARE PROVIDED ON AN "AS IS" BASIS AND LICENSEE'S USE IS AT LICENSEE'S OWN RISK. ICE DATA, ITS AFFILIATES AND THEIR RESPECTIVE THIRD PARTY DO NOT SPONSOR, ENDORSE, OR RECOMMEND CHANDLER, OR ANY OF ITS PRODUCTS OR SERVICES. Index returns assume reinvestment of all distributions. Historical performance results for investment indexes generally do not reflect the deduction of transaction and/or custodial charges or the deduction of an investment management fee, the incurrence of which would have the effect of decreasing historical performance results. It is not possible to invest directly in an index. Ratings: Ratings information have been provided by Moody͛s, S&P and Fitch through data feeds we believe to be reliable as of the date of this statement, however we cannot guarantee its accuracy. Security level ratings for U.S. Agency issued mortgage-backed securities ;͞MBS͟Ϳreflect the issuer rating because the securities themselves are not rated. The issuing U.S. Agency guarantees the full and timely payment of both principal and interest and carries a AA+/Aaa/AAA by S&P, Moody ͛s and Fitch respectively. Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 47 3.A.4.a Packet Pg. 72 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Benchmark Index & DisclosuresCity of San Jacinto California Account #10167 Benchmark Index Disclosure San Jacinto 1-5 Yr US Tsy & Agy Blended Index* The ICE BofA 1-5 Year US Treasury & Agency Index tracks the performance of US dollar denominated US Treasury and nonsubordinated US agency debt issued in the US domestic market. Qualifying securities must have an investment grade rating (based on an average of Moody ͛s, S&P and Fitch). Qualifying securities must have at least one year remaining term to final maturity and less than five years remaining term to final maturity, at least 18 months to maturity at time of issuance, a fixed coupon schedule, and a minimum amount outstanding of $1 billion for sovereigns and $250 million for agencies. The ICE BofA 1-3 Year US Treasury Index tracks the performance of US dollar-denominated sovereign debt publicly issued by the US government in its domestic market. Qualifying securities must have at least one year remaining term to final maturity and less than three years remaining term to final maturity, a fixed coupon schedule, and a minimum amount outstanding of $1 billion. Qualifying securities must have at least 18 months to final maturity at the time of issuance. San Jacinto 1-5 Yr AAA-A US Corp & Govt Blend* TThe ICE BofA 1-3 AAA-A Year US Corporate & Government Index tracks the performance of US dollar denominated investment grade debt publicly issued in the US domestic market, including US Treasury, US agency, foreign government, supranational, and corporate securities. Qualifying securities must be rated AAA through A3 (based on an average of Moody͛s, S&P and Fitch). In addition, qualifying securities must have at least one year remaining term to final maturity and less than three years remaining term to final maturity, at least 18 months to final maturity at point of issuance, a fixed coupon schedule, and a minimum amount outstanding of $1 billion for US Treasuries and $250 million for all other securities. The ICE BofA 1-5 Year AAA-A US Corporate & Government Index tracks the performance of US dollar denominated investment grade debt publicly issued in the US domestic market, including US Treasury, US agency, foreign government, supranational, and corporate securities. Qualifying securities must be rated AAA through A3 (based on an average of Moody ͛s, S&P and Fitch). In addition, qualifying securities must have at least one year remaining term to final maturity and less than five years remaining term to final maturity, at least 18 months to final maturity at point of issuance, a fixed coupon schedule, and a minimum amount outstanding of $1 billion for US Treasuries and $250 million for all other securities. Execution Time: 1/4/2023 12:57:02 AMChandler Asset Management - CONFIDENTIAL Page 48 3.A.4.a Packet Pg. 73 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) City of San Jacinto Public Trust Advisors LLC 595 S. San Jacinto Ave.550 South Hope Street San Jacinto, CA 92583 Suite 560 Los Angeles, CA 90071 Monthly Investment Report for Period Ended December 31, 2022 3.A.4.a Packet Pg. 74 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Investment Management Portfolio Review Page Investment Portfolio Summary Comparison 3 Total Return Performance Summary 4 Investment Portfolio Maturity Distribution 6 Investment Portfolio Maturity Distribution By Security Type 7 Investment Portfolio Rating Distribution 8 Investment Portfolio Security Distribution - Market Value 9 Investment Portfolio Security Distribution - Historical Cost 10 Investment Portfolio Compliance 11 Additional Disclosure 12 Portfolio Holdings Detail 13 City of San Jacinto Summary 3.A.4.a Packet Pg. 75 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) City of San Jacinto December 1, 2022 Beginning Balance December 31, 2022 Ending Balance Portfolio Characteristic December 1, 2022 Beginning Balance December 31, 2022 Ending Balance Historical Cost 11,341,785.11$ 11,349,141.10$ Book Yield Gross 1.50%1.50% Book Value 11,310,118.60$ 11,319,504.60$ Market Yield Gross 4.31%4.36% Accrued Interest 29,735.38 27,953.34 Weighted Average Coupon 1.27%1.27% Book Value Plus Accrued 11,339,853.98$ 11,347,457.94$ Duration 2.54 Years 2.46 Years Net Unrealized Gain/Loss (693,562.63)(690,235.93)Weighted Effective Maturity 2.65 Years 2.56 Years Market Value Plus Accrued(2)10,646,291.35$ 10,657,222.01$ Weighted Final Maturity 2.65 Years 2.57 Years Net Pending Transactions 433.04 6,426.53 Market Value Plus Accrued Net(2)10,646,724.39$ 10,663,648.54$ City of San Jacinto December 2022 Net Income Portfolio Compliance Compliant Interest Income 11,996.71$ Security Distribution YES Net Amortization/Accretion 2,017.40 Maturity Distribution YES Net Realized Gain/Loss(3)0.00 Rating Distribution YES Miscellaneous Income - Net Income 14,014.11$ City of San Jacinto Summary Comparison for the period December 1, 2022 to December 31, 2022 (1) Payables represent amounts due to settle security transactions that have been executed but have not settled as of period end. The funds used to settle these trades may come from a variety of sources including cash within the portfolio, proceeds from future security transactions including maturities and sales, or other sources including money market funds. For reporting purposes, a payable is created for over-period settlements which are reflected in the detailed holdings. (2) Market Value Plus Accrued Net represents the market value of the portfolio net payables and recievables from transactions that settle in the following reporting period. (3) MBS paydowns may result in negative realized losses rather than amortization in as a result of accounting method. Page 3 3.A.4.a Packet Pg. 76 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Trailing Month Trailing 3 Months Trailing 12 Months Year to Date Total Return Performance Periodic Periodic Periodic Periodic City of San Jacinto 0.16%0.94%-5.13%-1.26% Trailing 3 Years Trailing 5 Years Since Inception* Total Return Performance Annualized Annualized Annualized City of San Jacinto -0.63%-0.67%0.66% *Total return since inception date: December 1, 2012 Annualized total return performance presented for investment periods longer than one year. Return information obtained from Bloomberg. City of San Jacinto Total Return December 1, 2022 to December 31, 2022 0.16% 0.94% (5.13%) (1.26%) (0.63%)(0.67%) 0.66% (6.00%) (5.00%) (4.00%) (3.00%) (2.00%) (1.00%) 0.00% 1.00% 2.00% Trailing Month Trailing 3 Months Trailing 12 Months Year to Date Trailing 3 Years Trailing 5 Years Since Inception*YieldTotal Return Performance City of San Jacinto Page 4 3.A.4.a Packet Pg. 77 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Trailing Month Trailing 3 Months Trailing 12 Months Year To Date Total Return Performance Periodic Periodic Periodic Periodic City of San Jacinto 0.16%0.94%-5.13%-1.26% BofA ML 1-5 Year U.S. Treasury/Agency 0.07%0.94%-5.25%-1.35% Since Inception* Trailing 3 Years Trailing 5 Years February 1, 2020 Total Return Performance Annualized Annualized Annualized City of San Jacinto NA NA -0.95% BofA ML 1-5 Year U.S. Treasury/Agency NA NA -1.09% *Original Total return since inception date: December 1, 2012. The BofA ML 1-5 Year U.S. Treasury/Agency benchmark established on February 1, 2020. Annualized total return performance presented for investment periods longer than one year. Return information obtained from Bloomberg. City of San Jacinto Total Return December 1, 2022 to December 31, 2022 0.16% 0.94% (5.13%) (1.26%)(0.95%) 0.07% 0.94% (5.25%) (1.35%)(1.09%) (6.00%) (5.00%) (4.00%) (3.00%) (2.00%) (1.00%) 0.00% 1.00% 2.00% Trailing Month Trailing 3 Months Trailing 12 Months Year To Date Trailing 3 Years Trailing 5 Years February 1, 2020YieldTotal Return Performance vs. Benchmark City of San Jacinto BofA ML 1-5 Year U.S. Treasury/Agency Page 5 3.A.4.a Packet Pg. 78 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Maturity Distribution December 1, 2022 Beginning Balance December 31, 2022 Ending Balance Portfolio Allocation Distribution Change 0-3 Months 45,243.28$ 53,003.44$ 0.50%0.07% 3-6 Months 233,335.51 706,029.84 6.62%4.43% 6-9 Months 474,167.60 - 0.00%-4.45% 9-12 Months 387,756.27 657,930.35 6.17%2.53% 1-2 Years 2,221,929.38 2,312,762.56 21.70%0.83% 2-3 Years 3,050,731.96 2,884,309.25 27.06%-1.59% 3-4 Years 2,188,900.87 2,005,685.73 18.82%-1.74% 4-5 Years 2,044,226.47 2,037,500.83 19.12%-0.08% 5-6 Years - - 0.00%0.00% 6 Years +- - 0.00%0.00% Total Portfolio 10,646,291.35$ 10,657,222.01$ 100.00% City of San Jacinto Maturity Distribution Market Value Basis December 1, 2022 to December 31, 2022 $- $500,000 $1,000,000 $1,500,000 $2,000,000 $2,500,000 $3,000,000 $3,500,000 0-3 M 3-6 M 6-9 M 9-12 M 1-2 Yr 2-3 Yr 3-4 Yr 4-5 Yr 5-6 Yr 6 Yr + Maturity Distribution Comparison December 1, 2022 December 31, 2022 0-3 M 0.50% 3-6 M 6.62% 9-12 M 6.17% 1-2 Yr 21.70% 2-3 Yr 27.06% 3-4 Yr 18.82% 4-5 Yr 19.12% Maturity Distribution Page 6 3.A.4.a Packet Pg. 79 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Security Distribution 0-3 Months 3-6 Months 6-9 Months 9-12 Months 1-2 Years 2-3 Years 3-4 Years 4-5 Years Total Portfolio Cash -$ -$ -$ -$ -$ -$ -$ -$ -$ Money Market Funds 53,003 - - - - - - - 53,003 Certificates of Deposit - - - - - - - - - Commercial Paper - - - - - - - - - U.S. Treasury Notes - - - - 1,200,229 1,628,514 2,005,686 2,037,501 6,871,929 U.S. Agency Notes - - - - - - - - - Federal Inst. (GSE)*- 248,179 - 575,740 209,345 866,964 - - 1,900,228 Corporate Notes - 457,851 - 82,190 903,189 388,832 - - 1,832,062 Asset Backed (ABS)- - - - - - - - - Municipal Bonds - - - - - - - - - Total 53,003$ 706,030$ -$ 657,930$ 2,312,763$ 2,884,309$ 2,005,686$ 2,037,501$ 10,657,222$ *Mortgage backed securities shown to effective maturity. City of San Jacinto Maturity Distribution Market Value Basis as of December 31, 2022 $- $5,000,000 0-3 Months 3-6 Months 6-9 Months 9-12 Months 1-2 Years 2-3 Years 3-4 Years 4-5 Years Maturity Distribution By Type Municipal Bonds Asset Backed (ABS) Corporate Notes Federal Inst. (GSE)* U.S. Agency Notes U.S. Treasury Notes Commercial Paper Certificates of Deposit Money Market Funds Cash Page 7 3.A.4.a Packet Pg. 80 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) S&P Rating Distribution December 31, 2022 Ending Balance Portfolio Allocation Short Term Rating Distribution A-1+-$ 0.00% A-1 - 0.00% A-2 - 0.00% Total Short Term Ratings -$ 0.00% Long Term Rating Distribution AAA Rating 555,527.61$ 5.21% AA Rating 9,195,169.11 86.28% A Rating 906,525.28 8.51% Below A - 0.00% Not Rated - 0.00% Total Long Term Rating 10,657,222.01$ 100.00% Total Portfolio 10,657,222.01$ 100.00% Moody's Rating Distribution December 31, 2022 Ending Balance Portfolio Allocation Short Term Rating Distribution P-1 -$ 0.00% P-2 - 0.00% Total Short Term Ratings -$ 0.00% Long Term Rating Distribution Aaa Rating 9,059,409.38$ 85.01% Aa Rating 267,782.97 2.51% A Rating 1,330,029.65 12.48% Below A - 0.00% Not Rated - 0.00% Total Long Term Rating 10,657,222.01$ 100.00% Total Portfolio 10,657,222.01$ 100.00% City of San Jacinto Rating Distribution Market Value Basis as of December 31, 2022 AAA Rating 5.21% AA Rating 86.28% A Rating 8.51% Portfolio Allocation By Standard and Poors' Rating Aaa Rating 85.01% Aa Rating 2.51% A Rating 12.48% Portfolio Allocation By Moody's Rating Page 8 3.A.4.a Packet Pg. 81 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Security Distribution December 1, 2022 Beginning Balance Portfolio Allocation December 31, 2022 Ending Balance Book Yield Portfolio Allocation Change in Allocation Permitted by Policy*Compliant Cash -$ 0.00%-$ 0.00%0.00%0.00%YES LGIP - 0.00%- 0.00%0.00%0.00%YES U.S. Treasury Notes 6,872,943.91 64.56%6,871,929.16 1.67%64.48%-0.08%NO U.S. Agency Notes - 0.00%- 0.00%0.00%0.00%YES FNMA 680,092.49 6.39%682,623.13 0.39%6.41%0.02%NO FHLMC 798,778.89 7.50%801,072.58 1.86%7.52%0.01%NO FFCB 208,589.65 1.96%209,344.91 0.26%1.96%0.01%NO FHLB 206,694.18 1.94%207,187.10 0.60%1.94%0.00%NO Fed Instrumentality Subtotal 1,894,155.21$ 17.79%1,900,227.72$ 1.02%17.83%0.04%NO Asset Backed Securities - 0.00%- 0.00%0.00%0.00%YES Commercial Paper - 0.00%- 0.00%0.00%0.00%YES Corporate Notes 1,833,948.95 17.23%1,832,061.69 1.32%17.19%-0.04%NO Bankers Acceptances - 0.00%- 0.00%0.00%0.00%YES Money Market Funds 45,243.28 0.42%53,003.44 3.79%0.50%0.07%YES Municipal Bonds - 0.00%- 0.00%0.00%0.00%YES Intergovernmental Funds - 0.00%- 0.00%0.00%0.00%YES Certificates of Deposit - 0.00%- 0.00%0.00%0.00%YES Total Portfolio Market Value 10,646,291.35$ 100.00%10,657,222.01$ 1.50%100.00% *Permitted allocation based on aggregate assets as defined within the investment policy. City of San Jacinto Market Value Basis Security Distribution December 1, 2022 to December 31, 2022 $- $2,000,000 $4,000,000 $6,000,000 $8,000,000 CashLGIPUSTAgencyFNMAFHLMCFFCBFHLBABSCPCorpBAMMFMuniInter GovCDAsset Balance By Security Type (in millions) December 1, 2022 December 31, 2022 UST 64.48% FNMA 6.41% FHLMC 7.52% FFCB 1.96% FHLB 1.94% Corp 17.19% MMF 0.50% Ending Portfolio Allocation Page 9 3.A.4.a Packet Pg. 82 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Security Distribution December 1, 2022 Beginning Balance Portfolio Allocation December 31, 2022 Ending Balance Book Yield Portfolio Allocation Change in Allocation Permitted by Policy*Compliant Cash -$ 0.00%-$ 0.00%0.00%0.00%YES U.S. Treasury Notes 7,350,435.19 64.81%7,350,435.19 1.67%64.77%-0.04%NO U.S. Agency Notes - 0.00%- 0.00%0.00%0.00%YES FNMA 732,693.00 6.46%732,693.00 0.39%6.46%0.00%NO FHLMC 840,814.19 7.41%840,410.03 1.86%7.41%-0.01%NO FFCB 219,920.80 1.94%219,920.80 0.26%1.94%0.00%NO FHLB 223,884.00 1.97%223,884.00 0.60%1.97%0.00%NO Fed Instrumentality Subtotal 2,017,311.99$ 17.79%2,016,907.83$ 1.01%17.77%-0.02%NO Asset Backed Securities - 0.00%- 0.00%0.00%0.00%YES Commercial Paper - 0.00%- 0.00%0.00%0.00%YES Corporate Notes 1,928,794.65 17.01%1,928,794.65 1.32%17.00%-0.01%NO Bankers Acceptances - 0.00%- 0.00%0.00%0.00%YES Money Market Funds 45,243.28 0.40%53,003.44 3.79%0.47%0.07%YES Municipal Bonds - 0.00%- 0.00%0.00%0.00%YES Intergovernmental Funds - 0.00%- 0.00%0.00%0.00%YES Certificates of Deposit - 0.00%- 0.00%0.00%0.00%YES Total Portfolio Historical Cost 11,341,785.11$ 100.00%11,349,141.10$ 1.50%100.00% *Permitted allocation based on aggregate assets as defined within the investment policy. City of San Jacinto Historical Cost Basis Security Distribution December 1, 2022 to December 31, 2022 $- $2,000,000 $4,000,000 $6,000,000 $8,000,000 CashUSTAgencyFNMAFHLMCFFCBFHLBABSCPCorpBAMMFMuniInter GovCDAsset Balance By Security Type (in millions) December 1, 2022 December 31, 2022 UST 64.77% FNMA 6.46% FHLMC 7.41% FFCB 1.94% FHLB 1.97% Corp 17.00% MMF 0.47% Ending Portfolio Allocation Page 10 3.A.4.a Packet Pg. 83 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Policy Section Description Compliance Requirement Compliant Policy Section Description Compliance Requirement Compliant IX. 1,2 Municipal Bonds Rated A or better by 1 NRSRO, 5% issuer limitation, 30% total portfolio limit, 5-year maturity limit Compliant IX. 14 Pass-Through Securities Issuer debt rated at least A by 2 NRSRO's; Must be rated in the AA category by 2 NRSRO's; 20% total portfolio limit, 5-year maturity limit Compliant IX. 1 U.S. Treasury No limitations Compliant IX. 2 Federal Agency No limitations Compliant IX. 3 Bankers Acceptances Rated A1 or better and have long term debt rated A or better by 2 NRSRO's; Maturity ≤ to 180 days, 40% total portfolio limit, 5% issuer limit Compliant IX. 4 Federally Insured Time Deposits Limited to amounts covered under federal insurance; 20% total portfolio limit in combination with IX.5; 5-year maturity limit Compliant IX. 17.b Money Market Funds Registered with SEC under 1940 Act, have highest ranking by 2 NRSRO's; retained advisor registered (or exempt from registration) with 5-years experience investing in securities authorized by CA 53601 and at least $500 million of assets; 20% total portfolio limit Compliant IX. 5 Time Deposits Fully collateralized per CA law, 20% limit when combined with IX.4; Issuer must have long-term debt rated A or higher and/or short-term debt rated A1 or higher by 2 NRSRO's, 5-year maturity limit Compliant IX. 18 Supranationals US dollar denominated senior unsecured unsubordinated obligations issued or unconditionally guaranteed by IBRD, IFC, or IADB; rated AA or higher by 1 NRSRO; 30% total portfolio limit; 10% issuer limit; 5-year maturity limit Compliant IX. 6 CDARS 30% limit in combination of CD's (including CDARS); 5-year maturity limit Compliant X.A.1 Futures and Options Prohibited Compliant IX. 7 Negotiable CD's Issuer must have long-term debt rated A or higher and/or short-term debt rated A1 or higher by 2 NRSRO's; Maturity ≤ to 5 years, 30% total portfolio limit, 5% issuer limit Compliant X.A.2 Inverse Floaters, Range Notes, and Mortgage Derived IO Strips Prohibited Compliant IX. 8 Collateralized Bank Deposits Collateralized with pleged securities per CA Government Code Section 53651 Compliant X.A.3 Potential Zero Accrual Securities Prohibited Compliant X.A.5 Purchasing Securities on Margin Prohibited Compliant X.A.6 Reverse Repos or other leverage Prohibited Compliant X.A.7 Foreign Currency Securities Prohibited Compliant X.B.2 Single Issuer Limitation 5% issuer limitation, except U.S. Government, its agencies & enterprises, Money Market Mutual Funds, Mutual Funds, LAIF, LGIP's, and Supranationals Compliant IX. 11 Local Agency Investment Fund 70% total portfolio limit, up to the maximum permitted balance Compliant X.C.2 Callable Security Limitation 20% of total portfolio (excluding Make Whole Call securities)Compliant IX. 12 Local Government Investment Pools Riveride County Investment Fund limited to 70% of the portfolio; JPA Pools limited to 50% of the portfolio Compliant X.C.3 Maximum Security Maturity Individual security maturities limited to 5-years or less Compliant IX. 13 Corporate Bonds Corporations organized and operating in the U.S. or depository institutions licensed by the U.S. or any state and operating in the U.S.; Rated in the A category or better by 2 NRSRO's, 5-year maturity limit; 30% total portfolio limit, 5% issuer limit Compliant X.C.4 Portfolio Duration Limitation Average portfolio duration will be managed to be approximatly equal to the Market Benchmark selected by the City (typically +/- 20 of benchmark duration) Compliant City of San Jacinto Portfolio Compliance December 1, 2022 to December 31, 2022 IX. 17.e Mutual Funds Invests in securities authorized by specified provisions in CA Government Code Section 53601; have highest ranking by 2 NRSRO's; retained advisor registered (or exempt from registration) with 5-years experience investing in securities authorized by CA 53601 and at least $500 million of assets; 10% per fund limit; 20% limit when combined with IX.17.b Compliant IX. 9 Repurchase Agreements Collateralized at 102% in accordance with policy; 1-year maturity limit, no % portfolio limit, collateral held by custodian bank; subject to master repurchase agreement substantially in SIFMA's form Compliant IX. 10 Commercial Paper Issuer is organized and operating in the U.S. with assets of at least $500 million; Issuer short-term ratings of A1 or higher and long-term ratings of A or higher by 2 NRSRO's; Maturity ≤ 270 days; 25% total portfolio limit; 5% issuer limit Compliant Page 11 3.A.4.a Packet Pg. 84 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Additional Disclosure This information is for the sole purposes of the client and is not intended to provide specific advice or recommendations. Please review the contents of this information carefully. Should you have any questions regarding the information presented, calculation methodology, investment portfolio, security detail, or any other facet of this information, please feel free to contact us. Public Trust Advisors, LLC (Public Trust) statements and reports are intended to detail our investment advisory activity as well as the activity of certain client accounts managed by Public Trust. The custodian bank maintains the control of assets and executes and settles all investment transactions. The custodian statement is the official record of security and cash holdings transactions. Public Trust recognizes that clients may use these reports to facilitate record keeping; therefore, it is recommended that the client reconcile this information with their custodian bank statement. Many custodians use a settlement date basis that may result in the need to reconcile due to a timing difference. The underlying market value, amortized cost, and accrued interest may differ between the custodian and this statement or report. This can be attributed to differences in calculation methodologies and pricing sources used. Public Trust does not have the authority to withdraw funds from or deposit funds to the custodian. Our clients retain responsibility for their internal accounting policies, implementing and enforcing internal controls, and generating ledger entries or otherwise recording transactions. The total market value represents prices obtained from various sources; it may be impacted by the frequency at which prices are reported, and such prices are not guaranteed. Prices received from pricing vendors are generally based on current market quotes but when such quotes are not available, the pricing vendors use a variety of techniques to estimate value. These estimates, particularly for fixed-income securities, may be based on certain minimum principal amounts (e.g. $1 million) and may not reflect all the factors that affect the value of the security including liquidity risk. The prices provided are not firm bids or offers. Certain securities may reflect N/A or unavailable where the price for such security is generally not available from a pricing source. The market value of a security, including those priced at par value, may differ from its purchase price and may not closely reflect the value at which the security may be sold or purchased based on various market factors. The securities in this investment portfolio, including shares of mutual funds, are not guaranteed or otherwise protected by Public Trust, the FDIC (except for certain non-negotiable certificates of deposit), or any government agency unless specifically stated otherwise. Clients may be permitted to establish one or more unmanaged accounts for the purposes of client reporting. Clients may also be permitted to provide externally managed assets for the purposes of client reporting. Public Trust defines unmanaged accounts or assets as one where the investment direction remains the sole responsibility of the client rather than the Investment Manager. Unmanaged accounts or external assets do not receive ongoing supervision and monitoring services. The Investment Manager does not make any investment recommendations and may not charge a fee for reporting on these accounts or assets. The primary purpose for this service is to include unmanaged accounts or assets owned by the client in the performance reports provided by the Investment Manager. The Investment Manager assumes no liability for the underlying performance of any unmanaged accounts or assets, and it is the client’s sole responsibility for the accuracy or correctness of any such performance. Beginning and ending balances are based on market value plus accrued interest on a trade date basis. Statements and reports made available to the end user either from Public Trust or through the online reporting platform may present information and portfolio analytics using various optional methods including, but not limited to, historical cost, amortized cost, and market value. All information is assumed to be correct, but the accuracy has not been confirmed and therefore is not guaranteed to be correct. Information is obtained from third party sources that may or may not be verified. The data in this report is unaudited and is only applicable for the date denoted on the report. Market values may change day-to-day based on numerous circumstances such as trading volume, news released about the underlying issuer, issuer performance, etc. Underlying market values may be priced via numerous aspects as certain securities are short term in nature and not readily traded. Performance results are shown net of all fees and expenses and reflect the reinvestment of dividends and other earnings. Many factors affect performance including changes in market conditions and interest rates and in response to other economic, political, or financial developments. Investment involves risk including the possible loss of principal. No assurance can be given that the performance objectives of a given strategy will be achieved. Past performance is no guarantee of future results. Any financial and/or investment decision may incur losses. The investment advisor providing these services is Public Trust Advisors, LLC, an investment adviser registered with the U.S.Securities and Exchange Commission (SEC) under the Investment Advisers Act of 1940, as amended. Registration with the SEC does not imply a certain level of skill or training. Public Trust is required to maintain a written disclosure brochure of our background and business experience. If you would like to receive a copy of our current disclosure brochure, Privacy Policy, or Code of Ethics, or have any questions regarding your account please contact us . Public Trust Advisors 717 17th Street, Suite 1850 Denver, CO 80202 Page 12 3.A.4.a Packet Pg. 85 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Portfolio Holdings Portfolio Income Portfolio Transactions Issuer Concentration Security Concentration Portfolio Activity Summary City of San Jacinto Detail Page 13 3.A.4.a Packet Pg. 86 Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Month End Report Trade Date copySan Jacinto, City of (66779)Month End (M6 Y2023)12/01/2022 - 12/31/2022Dated: 01/09/2023Locked Down3.A.4.aPacket Pg. 87Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Holdings Report Trade Date (San Jacinto, City of (66779))1Income Detail Report Trade Date (San Jacinto, City of (66779))5Transactions Realized Gain Loss Report (San Jacinto, City of (66779))7Issuer Concentration with Yield GASB 40 Trade Date (San Jacinto, City of(66779))8Security Type GASB 40 Trade Date (San Jacinto, City of (66779))13Portfolio Activity Summary (San Jacinto, City of (66779))18Table of ContentsDated: 01/09/20233.A.4.aPacket Pg. 88Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Description,Identifier,Security Type,CouponEffective Maturity,Final Maturity,Callable,Next Call DateOriginal Cost,Current Units,Market PriceTrade Date,Settle DateMoodysRating,S&P Rating,Fitch RatingBook Value,Book Value + AccruedAccrued Balance,Net Unrealized Gain/LossMarket Value,Market Value + AccruedFEDERAL HOME LOAN MORTGAGE CORP3137EAEP0AGCY BOND1.50002/12/202502/12/2025N---299,769.00300,000.0094.293802/13/202002/14/2020AaaAA+AAA299,900.06301,637.561,737.50-17,018.59282,881.47284,618.97FEDERAL HOME LOAN BANKS3130AJHU6AGCY BOND0.50004/14/202504/14/2025N---223,884.00225,000.0091.976204/15/202004/16/2020AaaAA+AAA224,485.76224,726.39240.63-17,539.28206,946.48207,187.10FEDERAL NATIONAL MORTGAGE ASSOCIATION3135G05X7AGCY BOND0.37508/25/202508/25/2025N---413,057.80415,000.0090.268208/25/202008/27/2020AaaAA+AAA413,964.07414,508.76544.69-39,350.98374,613.10375,157.78FEDERAL FARM CREDIT BANKS FUNDING CORP3133EMRZ7AGCY BOND0.25002/26/202402/26/2024N---219,920.80220,000.0095.070002/22/202102/26/2021AaaAA+AAA219,969.51220,160.48190.97-10,815.58209,153.93209,344.91FEDERAL NATIONAL MORTGAGE ASSOCIATION3135G06H1AGCY BOND0.25011/27/202311/27/2023N---319,635.20320,000.0096.059311/23/202011/25/2020AaaAA+AAA319,890.04319,965.5975.56-12,500.24307,389.79307,465.35AMAZON.COM INC023135BW5CORP0.45005/12/202405/12/2024N---144,788.30145,000.0094.224805/11/202105/12/2021A1AAAA-144,903.51144,992.3388.81-8,277.56136,625.95136,714.77PACCAR FINANCIAL CORP69371RR40CORP0.50008/09/202408/09/2024N---99,946.00100,000.0093.141808/03/202108/09/2021A1A+NA99,971.00100,168.22197.22-6,829.2193,141.7993,339.01CATERPILLAR FINANCIAL SERVICES CORP14913R2P1CORP0.60009/13/202409/13/2024N---179,755.20180,000.0093.326309/08/202109/14/2021A2AA179,860.90180,184.90324.00-11,873.53167,987.37168,311.37TOYOTA MOTOR CREDIT CORP89236TJN6CORP0.62509/13/202409/13/2024N---279,868.40280,000.0093.102109/08/202109/13/2021A1A+A+279,925.29280,450.29525.00-19,239.29260,686.00261,211.00CATERPILLAR FINANCIAL SERVICES CORP14913R2S5CORP0.95001/10/202401/10/2024N---109,982.40110,000.0096.493201/03/202201/10/2022A2AA109,990.94110,487.32496.38-3,848.43106,142.52106,638.89HOME DEPOT INC437076CM2CORP2.70004/15/202504/15/2025Y03/15/202559,895.0060,000.0095.865603/24/202203/28/2022A2AA59,920.8860,262.88342.00-2,401.5457,519.3457,861.34AMAZON.COM INC023135CE4CORP3.00004/13/202504/13/2025N---294,530.95295,000.0096.566804/11/202204/13/2022A1AAAA-294,639.77296,557.271,917.50-9,767.67284,872.10286,789.60MICROSOFT CORP594918AT1CORP2.37505/01/202305/01/2023Y02/03/2023246,484.45235,000.0099.284604/28/202004/30/2020AaaAAAAAA235,354.23236,284.44930.21-2,035.38233,318.85234,249.06PACCAR FINANCIAL CORP69371RR81CORP3.15006/13/202406/13/2024N---139,967.80140,000.0097.680906/06/202206/13/2022A1A+NA139,976.50140,197.00220.50-3,223.22136,753.28136,973.78WALMART INC931142EK5CORP3.40006/26/202306/26/2023Y05/26/2023243,666.00225,000.0099.331604/29/202005/01/2020Aa2AAAA227,455.38227,561.63106.25-3,959.35223,496.03223,602.28COLGATE-PALMOLIVE CO194162AM5CORP3.10008/15/202508/15/2025N---44,958.6045,000.0096.956508/01/202208/09/2022Aa3AA-NA44,963.9245,514.17550.25-1,333.4843,630.4444,180.69Holdings Report Trade DateSan Jacinto, City of (66779)As of 12/31/2022Return to Table of ContentsDated: 01/09/202313.A.4.aPacket Pg. 89Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Description,Identifier,Security Type,CouponEffective Maturity,Final Maturity,Callable,Next Call DateOriginal Cost,Current Units,Market PriceTrade Date,Settle DateMoodysRating,S&P Rating,Fitch RatingBook Value,Book Value + AccruedAccrued Balance,Net Unrealized Gain/LossMarket Value,Market Value + AccruedPEPSICO INC713448FB9CORP0.40010/07/202310/07/2023N---84,951.5585,000.0096.600710/06/202010/07/2020A1A+NA84,987.6185,066.9479.33-2,877.0582,110.5682,189.89FHMS K-725 A2US3137BWWD24FHLMC3.00212/29/202301/25/2024Y---282,096.11273,299.2997.911512/12/201912/17/2019AaaAAAAAA275,152.28275,835.99683.70-7,560.88267,591.40268,275.11FHMS K-033 A23137B4WB8FHLMC3.06006/08/202307/25/2023Y---258,544.92250,000.0099.016412/12/201912/17/2019AaaAA+AAA250,667.79251,305.29637.50-3,126.79247,541.00248,178.50FIRST AMER:GVT OBLG Y31846V203MMFUND3.79012/31/202212/31/2022N---53,003.4453,003.441.0000------AaaAAAmAAA53,003.4453,003.440.000.0053,003.4453,003.44UNITED STATES TREASURY912828YE4US 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GOV0.37512/31/202512/31/2025N---153,395.51155,000.0089.460902/24/202102/26/2021AaaAA+AAA154,001.57154,003.171.61-15,337.17138,664.39138,666.00UNITED STATES TREASURY91282CBH3US GOV0.37501/31/202601/31/2026N---122,236.33125,000.0089.058603/29/202103/31/2021AaaAA+AAA123,226.53123,422.69196.16-11,903.28111,323.25111,519.41Holdings Report Trade DateSan Jacinto, City of (66779)As of 12/31/2022Return to Table of ContentsDated: 01/09/202323.A.4.aPacket Pg. 90Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Description,Identifier,Security Type,CouponEffective Maturity,Final Maturity,Callable,Next Call DateOriginal Cost,Current Units,Market PriceTrade Date,Settle DateMoodysRating,S&P Rating,Fitch RatingBook Value,Book Value + AccruedAccrued Balance,Net Unrealized Gain/LossMarket Value,Market Value + AccruedUNITED STATES TREASURY91282CBT7US 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IncomeAmortization ExpenseMisc IncomeNet Earned IncomeInterest PaymentReceived,Ending Interest Due91282CAL5UNITED STATES TREASURY09/30/2027425,000.00135.730.000.001,061.480.000.001,197.210.000.009128282R0UNITED STATES TREASURY08/15/2027390,000.00739.200.000.00293.190.000.001,032.390.000.0091282CEW7UNITED STATES TREASURY06/30/2027135,000.00369.800.000.000.00-18.560.00351.230.002,193.7591282CET4UNITED STATES TREASURY05/31/2027200,000.00447.120.000.0063.470.000.00510.590.000.0091282CEN7UNITED STATES TREASURY04/30/2027225,000.00529.870.000.0093.820.000.00623.690.000.0091282CEF4UNITED STATES TREASURY03/31/202780,000.00170.330.000.0016.900.000.00187.230.000.0091282CEC1UNITED STATES TREASURY02/28/2027335,000.00537.900.000.000.00-2.630.00535.270.000.00912828V98UNITED STATES TREASURY02/15/2027175,000.00331.690.000.00222.590.000.00554.280.000.00912828YX2UNITED STATES TREASURY12/31/2026250,000.00368.740.000.00193.130.000.00561.880.002,187.5091282CCZ2UNITED STATES TREASURY09/30/2026415,000.00309.250.000.00101.410.000.00410.660.000.0091282CCP4UNITED STATES TREASURY07/31/2026335,000.00176.380.000.0041.130.000.00217.510.000.0091282CCJ8UNITED STATES TREASURY06/30/2026125,000.0092.190.000.003.430.000.0095.620.00546.8891282CCF6UNITED STATES TREASURY05/31/2026220,000.00140.520.000.0016.500.000.00157.020.000.0091282CBW0UNITED STATES TREASURY04/30/2026235,000.00150.930.000.000.00-12.410.00138.530.000.0091282CBT7UNITED STATES TREASURY03/31/2026300,000.00191.620.000.007.500.000.00199.120.000.0091282CBQ3UNITED STATES TREASURY02/28/2026335,000.00143.440.000.00165.430.000.00308.870.000.0091282CBH3UNITED STATES TREASURY01/31/2026125,000.0039.490.000.0047.790.000.0087.280.000.0091282CBC4UNITED STATES TREASURY12/31/2025155,000.0049.000.000.0027.790.000.0076.780.00290.6391282CAZ4UNITED STATES TREASURY11/30/2025205,000.0065.470.000.0011.030.000.0076.500.000.0091282CAT8UNITED STATES TREASURY10/31/2025190,000.0040.680.000.0025.470.000.0066.140.000.003135G05X7FEDERAL NATIONAL MORTGAGE ASSOCIATION08/25/2025415,000.00129.690.000.0032.720.000.00162.410.000.00194162AM5COLGATE-PALMOLIVE CO08/15/202545,000.00116.250.000.001.140.000.00117.390.000.0091282CAB7UNITED STATES TREASURY07/31/2025175,000.0036.850.000.00103.230.000.00140.090.000.00912828ZW3UNITED STATES TREASURY06/30/2025255,000.0053.730.000.0019.990.000.0073.720.00318.75912828ZT0UNITED STATES TREASURY05/31/2025235,000.0050.030.000.0019.500.000.0069.540.000.00912828ZT0UNITED STATES TREASURY05/31/2025190,000.0040.450.000.0017.550.000.0058.000.000.00912828ZL7UNITED STATES TREASURY04/30/2025155,000.0049.780.000.0011.050.000.0060.820.000.00437076CM2HOME DEPOT INC04/15/202560,000.00135.000.000.002.860.000.00137.860.000.003130AJHU6FEDERAL HOME LOAN BANKS04/14/2025225,000.0093.750.000.0019.060.000.00112.810.000.00023135CE4AMAZON.COM INC04/13/2025295,000.00737.500.000.0013.010.000.00750.510.000.00Income Detail Report Trade DateSan Jacinto, City of (66779)12/01/2022 - 12/31/2022Return to Table of ContentsDated: 01/09/202353.A.4.aPacket Pg. 93Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) * Filtered By: Description ¹ "Payable" and Description ¹ "Receivable". * Weighted by: Ending Market Value + Accrued.Identifier,DescriptionFinal MaturityEnding Current UnitsEarned InterestIncomeRealized Gain,Realized LossAccretion IncomeAmortization ExpenseMisc IncomeNet Earned IncomeInterest PaymentReceived,Ending Interest Due912828ZC7UNITED STATES TREASURY02/28/2025220,000.00211.950.000.000.00-125.900.0086.050.000.00912828ZC7UNITED STATES TREASURY02/28/202575,000.0072.250.000.000.00-16.540.0055.720.000.003137EAEP0FEDERAL HOME LOAN MORTGAGE CORP02/12/2025300,000.00375.000.000.003.910.000.00378.910.000.00912828YY0UNITED STATES TREASURY12/31/202485,000.00125.370.000.000.00-60.430.0064.940.00743.75912828YV6UNITED STATES TREASURY11/30/2024375,000.00479.050.000.00873.430.000.001,352.480.000.0014913R2P1CATERPILLAR FINANCIAL SERVICES CORP09/13/2024180,000.0090.000.000.006.980.000.0096.980.000.0089236TJN6TOYOTA MOTOR CREDIT CORP09/13/2024280,000.00145.830.000.003.750.000.00149.580.000.00912828YE4UNITED STATES TREASURY08/31/2024300,000.00321.130.000.00105.130.000.00426.260.000.00912828YE4UNITED STATES TREASURY08/31/2024370,000.00396.060.000.000.00-115.190.00280.870.000.0069371RR40PACCAR FINANCIAL CORP08/09/2024100,000.0041.670.000.001.510.000.0043.180.000.0069371RR81PACCAR FINANCIAL CORP06/13/2024140,000.00367.500.000.001.350.000.00368.852,205.000.0091282CCC3UNITED STATES TREASURY05/15/2024220,000.0047.100.000.0014.290.000.0061.390.000.00023135BW5AMAZON.COM INC05/12/2024145,000.0054.380.000.006.050.000.0060.430.000.003133EMRZ7FEDERAL FARM CREDIT BANKS FUNDING CORP02/26/2024220,000.0045.830.000.002.230.000.0048.060.000.00US3137BWWD24FHMS K-725 A201/25/2024273,299.29683.700.000.000.00-197.220.00486.48684.680.0014913R2S5CATERPILLAR FINANCIAL SERVICES CORP01/10/2024110,000.0087.080.000.000.740.000.0087.820.000.003135G06H1FEDERAL NATIONAL MORTGAGE ASSOCIATION11/27/2023320,000.0066.670.000.0010.420.000.0077.080.000.00713448FB9PEPSICO INC10/07/202385,000.0028.330.000.001.380.000.0029.710.000.003137B4WB8FHMS K-033 A207/25/2023250,000.00637.500.000.000.00-223.400.00414.10637.500.00931142EK5WALMART INC06/26/2023225,000.00637.500.000.000.00-519.410.00118.093,825.000.00594918AT1MICROSOFT CORP05/01/2023235,000.00465.100.000.000.00-354.230.00110.870.000.0031846V203FIRST AMER:GVT OBLG Y12/31/202253,003.44145.320.000.000.000.000.00145.32433.09145.27------07/25/202511,466,302.7311,996.710.000.003,663.32-1,645.920.0014,014.117,785.276,426.53Income Detail Report Trade DateSan Jacinto, City of (66779)12/01/2022 - 12/31/2022Return to Table of ContentsDated: 01/09/202363.A.4.aPacket Pg. 94Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) * Does not Lock Down. * Filtered By: Type = Buy or Type = Sell or Type = Call Redemption or Type = Put Redemption or Type = Corporate Action Sell or Type = Cash Transfer or Type = Maturity or Type = Coupon or Type = Principal Paydown or Type = Money Market Funds. * Weighted by: AbsoluteValue of Principal. * MMF transactions are expanded. * The Transaction Detail/Trading Activity reports provide our most up-to-date transactional details. As such, these reports are subject to change even after the other reports on the website have been locked down. While these reports can be useful tools in understanding recent activity,due to their dynamic nature we do not recommend using them for booking journal entries or reconciliation.IdentifierDescriptionCurrent UnitsTypeSettle DatePricePrincipalRealized Gain/LossAmount31846V203FIRST AMER:GVT OBLG Y0.00Money Market Funds11/30/2022---0.000.00433.043137B4WB8FHMS K-033 A20.00Coupon12/01/2022---0.000.00637.50US3137BWWD24FHMS K-725 A2-391.56Principal Paydown12/01/2022----391.560.00391.56US3137BWWD24FHMS K-725 A20.00Coupon12/01/2022---0.000.00684.68CCYUSDUS DOLLAR0.00Cash Transfer12/02/2022---0.000.00-104.17CCYUSDUS DOLLAR0.00Cash Transfer12/02/2022---0.000.00-104.17CCYUSDUS DOLLAR0.00Cash Transfer12/02/2022---0.000.00-104.1731846V203FIRST AMER:GVT OBLG Y120.53Buy12/02/20221.000120.530.00-120.5331846V203FIRST AMER:GVT OBLG Y2,205.00Buy12/13/20221.0002,205.000.00-2,205.0069371RR81PACCAR FINANCIAL CORP0.00Coupon12/13/2022---0.000.002,205.00CCYUSDUS DOLLAR0.00Cash Transfer12/21/2022---0.000.000.0131846V203FIRST AMER:GVT OBLG Y0.00Money Market Funds12/21/2022---0.000.000.0531846V203FIRST AMER:GVT OBLG Y0.06Buy12/21/20221.0000.060.00-0.06931142EK5WALMART INC0.00Coupon12/26/2022---0.000.003,825.00CCYUSDUS DOLLAR0.00Cash Transfer12/27/2022---0.000.00-104.1731846V203FIRST AMER:GVT OBLG Y3,720.83Buy12/27/20221.0003,720.830.00-3,720.8331846V203FIRST AMER:GVT OBLG Y1,713.74Buy12/27/20221.0001,713.740.00-1,713.7431846V203FIRST AMER:GVT OBLG Y0.00Money Market Funds12/31/2022---0.000.00145.27912828YY0UNITED STATES TREASURY0.00Coupon12/31/2022---0.000.00743.75912828YX2UNITED STATES TREASURY0.00Coupon12/31/2022---0.000.002,187.50912828ZW3UNITED STATES TREASURY0.00Coupon12/31/2022---0.000.00318.7591282CBC4UNITED STATES TREASURY0.00Coupon12/31/2022---0.000.00290.6391282CCJ8UNITED STATES TREASURY0.00Coupon12/31/2022---0.000.00546.8891282CEW7UNITED STATES TREASURY0.00Coupon12/31/2022---0.000.002,193.75------7,368.60---------7,368.600.006,426.53Transactions Realized Gain Loss ReportSan Jacinto, City of (66779)12/01/2022 - 12/31/2022Return to Table of ContentsDated: 01/09/202373.A.4.aPacket Pg. 95Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Amazon.com, Inc.Caterpillar Inc.IdentifierSecurity TypeDescription,Issuer ConcentrationEnding Current UnitsCoupon TypeCallableDurationBookYieldYieldEndingEffectiveMaturity,Final MaturityEnding AccruedBalanceEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued% of MarketValue023135BW5CORPAMAZON.COM INCAmazon.com, Inc.145,000.00FixedN1.3310.4994.86905/12/202405/12/202488.81144,903.51144,992.33136,625.95136,714.771.285%023135CE4CORPAMAZON.COM INCAmazon.com, Inc.295,000.00FixedN2.1623.0564.59704/13/202504/13/20251,917.50294,639.77296,557.27284,872.10286,789.602.680%---CORPAMAZON.COM INCAmazon.com, Inc.440,000.00FixedN1.8942.2164.68512/26/202412/26/20242,006.31439,543.28441,549.60421,498.06423,504.373.965%IdentifierSecurity TypeDescription,Issuer ConcentrationEnding Current UnitsCoupon TypeCallableDurationBookYieldYieldEndingEffectiveMaturity,Final MaturityEnding AccruedBalanceEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued% of MarketValue14913R2P1CORPCATERPILLAR FINANCIAL SERVICESCORPCaterpillar Inc.180,000.00FixedN1.6540.6464.72509/13/202409/13/2024324.00179,860.90180,184.90167,987.37168,311.371.580%14913R2S5CORPCATERPILLAR FINANCIAL SERVICESCORPCaterpillar Inc.110,000.00FixedN0.9980.9584.47901/10/202401/10/2024496.38109,990.94110,487.32106,142.52106,638.890.999%---CORPCATERPILLAR FINANCIAL SERVICESCORPCaterpillar Inc.290,000.00FixedN1.4000.7654.62906/09/202406/09/2024820.38289,851.84290,672.22274,129.89274,950.262.579%Issuer Concentration with Yield GASB 40 Trade DateSan Jacinto, City of (66779)As of 12/31/2022Return to Table of ContentsDated: 01/09/202383.A.4.aPacket Pg. 96Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Colgate-Palmolive CompanyFarm Credit SystemFederal Home Loan BanksFederal Home Loan Mortgage CorporationFederal National Mortgage AssociationIdentifierSecurity TypeDescription,Issuer ConcentrationEnding Current UnitsCoupon TypeCallableDurationBookYieldYieldEndingEffectiveMaturity,Final MaturityEnding AccruedBalanceEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued% of MarketValue194162AM5CORPCOLGATE-PALMOLIVE COColgate-Palmolive Company45,000.00FixedN2.4563.1324.33808/15/202508/15/2025550.2544,963.9245,514.1743,630.4444,180.690.410%194162AM5CORPCOLGATE-PALMOLIVE COColgate-Palmolive Company45,000.00FixedN2.4563.1324.33808/15/202508/15/2025550.2544,963.9245,514.1743,630.4444,180.690.410%IdentifierSecurity TypeDescription,Issuer ConcentrationEnding Current UnitsCoupon TypeCallableDurationBookYieldYieldEndingEffectiveMaturity,Final MaturityEnding AccruedBalanceEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued% of MarketValue3133EMRZ7AGCY BONDFEDERAL FARM CREDIT BANKSFUNDING CORPFarm Credit System220,000.00FixedN1.1270.2624.68202/26/202402/26/2024190.97219,969.51220,160.48209,153.93209,344.911.968%3133EMRZ7AGCY BONDFEDERAL FARM CREDIT BANKSFUNDING CORPFarm Credit System220,000.00FixedN1.1270.2624.68202/26/202402/26/2024190.97219,969.51220,160.48209,153.93209,344.911.968%IdentifierSecurity TypeDescription,Issuer ConcentrationEnding Current UnitsCoupon TypeCallableDurationBookYieldYieldEndingEffectiveMaturity,Final MaturityEnding AccruedBalanceEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued% of MarketValue3130AJHU6AGCY BONDFEDERAL HOME LOAN BANKSFederal Home Loan Banks225,000.00FixedN2.2290.6014.21404/14/202504/14/2025240.63224,485.76224,726.39206,946.48207,187.101.947%3130AJHU6AGCY BONDFEDERAL HOME LOAN BANKSFederal Home Loan Banks225,000.00FixedN2.2290.6014.21404/14/202504/14/2025240.63224,485.76224,726.39206,946.48207,187.101.947%IdentifierSecurity TypeDescription,Issuer ConcentrationEnding Current UnitsCoupon TypeCallableDurationBookYieldYieldEndingEffectiveMaturity,Final MaturityEnding AccruedBalanceEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued% of MarketValueUS3137BWWD24FHLMCFHMS K-725 A2Federal Home Loan Mortgage Corporation273,299.29VariableY0.9582.1194.99912/29/202301/25/2024683.70275,152.28275,835.99267,591.40268,275.112.517%3137B4WB8FHLMCFHMS K-033 A2Federal Home Loan Mortgage Corporation250,000.00VariableY0.4281.9904.89806/08/202307/25/2023637.50250,667.79251,305.29247,541.00248,178.502.329%3137EAEP0AGCY BONDFEDERAL HOME LOAN MORTGAGECORPFederal Home Loan Mortgage Corporation300,000.00FixedN2.0341.5164.35002/12/202502/12/20251,737.50299,900.06301,637.56282,881.47284,618.972.661%---------Federal Home Loan Mortgage Corporation823,299.29------1.1761.8604.73703/21/202404/13/20243,058.70825,720.13828,778.84798,013.87801,072.587.508%IdentifierSecurity TypeDescription,Issuer ConcentrationEnding Current UnitsCoupon TypeCallableDurationBookYieldYieldEndingEffectiveMaturity,Final MaturityEnding AccruedBalanceEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued% of MarketValue3135G05X7AGCY BONDFEDERAL NATIONAL MORTGAGEASSOCIATIONFederal National Mortgage Association415,000.00FixedN2.5820.4704.29608/25/202508/25/2025544.69413,964.07414,508.76374,613.10375,157.783.524%3135G06H1AGCY BONDFEDERAL NATIONAL MORTGAGEASSOCIATIONFederal National Mortgage Association320,000.00FixedN0.8870.2884.73311/27/202311/27/202375.56319,890.04319,965.59307,389.79307,465.352.892%Issuer Concentration with Yield GASB 40 Trade DateSan Jacinto, City of (66779)As of 12/31/2022Return to Table of ContentsDated: 01/09/202393.A.4.aPacket Pg. 97Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Microsoft CorporationPACCAR IncPepsiCo, Inc.The Home Depot, Inc.Toyota Motor CorporationIdentifierSecurity TypeDescription,Issuer ConcentrationEnding Current UnitsCoupon TypeCallableDurationBookYieldYieldEndingEffectiveMaturity,Final MaturityEnding AccruedBalanceEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued% of MarketValue---AGCY BONDFEDERAL NATIONAL MORTGAGEASSOCIATIONFederal National Mortgage Association735,000.00FixedN1.8190.3914.49311/11/202411/11/2024620.24733,854.11734,474.35682,002.89682,623.136.416%IdentifierSecurity TypeDescription,Issuer ConcentrationEnding Current UnitsCoupon TypeCallableDurationBookYieldYieldEndingEffectiveMaturity,Final MaturityEnding AccruedBalanceEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued% of MarketValue594918AT1CORPMICROSOFT CORPMicrosoft Corporation235,000.00FixedY0.3270.5834.51805/01/202305/01/2023930.21235,354.23236,284.44233,318.85234,249.062.195%594918AT1CORPMICROSOFT CORPMicrosoft Corporation235,000.00FixedY0.3270.5834.51805/01/202305/01/2023930.21235,354.23236,284.44233,318.85234,249.062.195%IdentifierSecurity TypeDescription,Issuer ConcentrationEnding Current UnitsCoupon TypeCallableDurationBookYieldYieldEndingEffectiveMaturity,Final MaturityEnding AccruedBalanceEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued% of MarketValue69371RR40CORPPACCAR FINANCIAL CORPPACCAR Inc100,000.00FixedN1.5620.5184.99008/09/202408/09/2024197.2299,971.00100,168.2293,141.7993,339.010.876%69371RR81CORPPACCAR FINANCIAL CORPPACCAR Inc140,000.00FixedN1.3963.1624.82106/13/202406/13/2024220.50139,976.50140,197.00136,753.28136,973.781.287%---CORPPACCAR FINANCIAL CORPPACCAR Inc240,000.00FixedN1.4632.0604.88907/06/202407/06/2024417.72239,947.49240,365.21229,895.07230,312.792.163%IdentifierSecurity TypeDescription,Issuer ConcentrationEnding Current UnitsCoupon TypeCallableDurationBookYieldYieldEndingEffectiveMaturity,Final MaturityEnding AccruedBalanceEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued% of MarketValue713448FB9CORPPEPSICO INCPepsiCo, Inc.85,000.00FixedN0.7500.4194.95610/07/202310/07/202379.3384,987.6185,066.9482,110.5682,189.890.772%713448FB9CORPPEPSICO INCPepsiCo, Inc.85,000.00FixedN0.7500.4194.95610/07/202310/07/202379.3384,987.6185,066.9482,110.5682,189.890.772%IdentifierSecurity TypeDescription,Issuer ConcentrationEnding Current UnitsCoupon TypeCallableDurationBookYieldYieldEndingEffectiveMaturity,Final MaturityEnding AccruedBalanceEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued% of MarketValue437076CM2CORPHOME DEPOT INCThe Home Depot, Inc.60,000.00FixedY2.1672.7604.62004/15/202504/15/2025342.0059,920.8860,262.8857,519.3457,861.340.541%437076CM2CORPHOME DEPOT INCThe Home Depot, Inc.60,000.00FixedY2.1672.7604.62004/15/202504/15/2025342.0059,920.8860,262.8857,519.3457,861.340.541%IdentifierSecurity TypeDescription,Issuer ConcentrationEnding Current UnitsCoupon TypeCallableDurationBookYieldYieldEndingEffectiveMaturity,Final MaturityEnding AccruedBalanceEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued% of MarketValue89236TJN6CORPTOYOTA MOTOR CREDIT CORPToyota Motor Corporation280,000.00FixedN1.6530.6414.89609/13/202409/13/2024525.00279,925.29280,450.29260,686.00261,211.002.453%Issuer Concentration with Yield GASB 40 Trade DateSan Jacinto, City of (66779)As of 12/31/2022Return to Table of ContentsDated: 01/09/2023103.A.4.aPacket Pg. 98Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) U.S. BancorpUnited StatesIdentifierSecurity TypeDescription,Issuer ConcentrationEnding Current UnitsCoupon TypeCallableDurationBookYieldYieldEndingEffectiveMaturity,Final MaturityEnding AccruedBalanceEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued% of MarketValue89236TJN6CORPTOYOTA MOTOR CREDIT CORPToyota Motor Corporation280,000.00FixedN1.6530.6414.89609/13/202409/13/2024525.00279,925.29280,450.29260,686.00261,211.002.453%IdentifierSecurity TypeDescription,Issuer ConcentrationEnding Current UnitsCoupon TypeCallableDurationBookYieldYieldEndingEffectiveMaturity,Final MaturityEnding AccruedBalanceEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued% of MarketValue31846V203MMFUNDFIRST AMER:GVT OBLG YU.S. Bancorp53,003.44FixedN0.0003.7903.79012/31/202212/31/20220.0053,003.4453,003.4453,003.4453,003.440.499%31846V203MMFUNDFIRST AMER:GVT OBLG YU.S. Bancorp53,003.44FixedN0.0003.7903.79012/31/202212/31/20220.0053,003.4453,003.4453,003.4453,003.440.499%IdentifierSecurity TypeDescription,Issuer ConcentrationEnding Current UnitsCoupon TypeCallableDurationBookYieldYieldEndingEffectiveMaturity,Final MaturityEnding AccruedBalanceEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued% of MarketValue912828YE4US GOVUNITED STATES TREASURYUnited States300,000.00FixedN1.6101.6734.57808/31/202408/31/20241,274.17297,930.87299,205.04284,156.40285,430.572.673%912828YE4US GOVUNITED STATES TREASURYUnited States370,000.00FixedN1.6100.8804.57808/31/202408/31/20241,571.48372,250.99373,822.47350,459.56352,031.043.297%912828YY0US GOVUNITED STATES TREASURYUnited States85,000.00FixedN1.9160.8884.39812/31/202412/31/20244.1186,447.6986,451.8080,730.1180,734.220.760%912828ZC7US GOVUNITED STATES TREASURYUnited States220,000.00FixedN2.0910.4494.34102/28/202502/28/2025840.95223,192.50224,033.45205,519.60206,360.551.934%912828ZW3US GOVUNITED STATES TREASURYUnited States255,000.00FixedN2.4410.3444.22206/30/202506/30/20251.76254,404.67254,406.43231,183.51231,185.272.175%912828ZT0US GOVUNITED STATES TREASURYUnited States235,000.00FixedN2.3610.3484.27105/31/202505/31/202551.65234,445.58234,497.23213,510.42213,562.072.009%912828ZT0US GOVUNITED STATES TREASURYUnited States190,000.00FixedN2.3610.3594.27105/31/202505/31/202541.76189,501.08189,542.84172,625.45172,667.211.624%91282CAT8US GOVUNITED STATES TREASURYUnited States190,000.00FixedN2.7660.4084.21610/31/202510/31/202581.35189,154.16189,235.52170,064.82170,146.171.600%91282CAZ4US GOVUNITED STATES TREASURYUnited States205,000.00FixedN2.8430.4394.22511/30/202511/30/202567.58204,620.81204,688.39183,547.16183,614.741.727%912828ZL7US GOVUNITED STATES TREASURYUnited States155,000.00FixedN2.2750.4594.31704/30/202504/30/202599.55154,698.15154,797.70141,570.64141,670.201.332%91282CBC4US GOVUNITED STATES TREASURYUnited States155,000.00FixedN2.9210.5924.14412/31/202512/31/20251.61154,001.57154,003.17138,664.39138,666.001.305%91282CBH3US GOVUNITED STATES TREASURYUnited States125,000.00FixedN3.0030.8424.19001/31/202601/31/2026196.16123,226.53123,422.69111,323.25111,519.411.047%91282CBT7US GOVUNITED STATES TREASURYUnited States300,000.00FixedN3.1430.7804.15903/31/202603/31/2026574.86299,710.79300,285.65269,203.20269,778.062.533%91282CCC3US GOVUNITED STATES TREASURYUnited States220,000.00FixedN1.3420.3264.68205/15/202405/15/202471.41219,770.96219,842.37207,152.44207,223.851.949%91282CCF6US GOVUNITED STATES TREASURYUnited States220,000.00FixedN3.3070.8414.14205/31/202605/31/2026145.05219,330.47219,475.53196,444.60196,589.651.848%91282CBW0US GOVUNITED STATES TREASURYUnited States235,000.00FixedN3.2250.6874.15504/30/202604/30/2026301.86235,487.53235,789.39210,325.00210,626.861.979%91282CCP4US GOVUNITED STATES TREASURYUnited States335,000.00FixedN3.4680.7754.11607/31/202607/31/2026876.19333,224.50334,100.69296,370.48297,246.672.788%91282CCJ8US GOVUNITED STATES TREASURYUnited States125,000.00FixedN3.3680.9094.11606/30/202606/30/20263.02124,855.13124,858.15111,909.13111,912.151.053%91282CBQ3US GOVUNITED STATES TREASURYUnited States335,000.00FixedN3.0731.0994.17302/28/202602/28/2026569.13328,782.41329,351.54298,856.52299,425.642.812%Issuer Concentration with Yield GASB 40 Trade DateSan Jacinto, City of (66779)As of 12/31/2022Return to Table of ContentsDated: 01/09/2023113.A.4.aPacket Pg. 99Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Walmart Inc.Summary * Grouped by: Issuer Concentration. * Groups Sorted by: Issuer Concentration. * Filtered By: Description ¹ "Payable" and Description ¹ "Receivable". * Weighted by: Ending Market Value + Accrued, except Book Yield by Base Book Value + Accrued.IdentifierSecurity TypeDescription,Issuer ConcentrationEnding Current UnitsCoupon TypeCallableDurationBookYieldYieldEndingEffectiveMaturity,Final MaturityEnding AccruedBalanceEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued% of MarketValue912828ZC7US GOVUNITED STATES TREASURYUnited States75,000.00FixedN2.0910.8624.34102/28/202502/28/2025286.6975,421.3475,708.0270,063.5070,350.190.659%91282CAB7US GOVUNITED STATES TREASURYUnited States175,000.00FixedN2.5230.9714.24507/31/202507/31/2025183.08171,791.52171,974.60158,040.05158,223.131.487%91282CCZ2US GOVUNITED STATES TREASURYUnited States415,000.00FixedN3.6111.1764.09409/30/202609/30/2026927.76410,442.27411,370.04368,993.52369,921.283.471%91282CEC1US GOVUNITED STATES TREASURYUnited States335,000.00FixedN3.9131.8654.05402/28/202702/28/20272,134.24335,133.09337,267.33307,271.04309,405.282.891%912828YX2US GOVUNITED STATES TREASURYUnited States250,000.00FixedN3.7642.7884.02212/31/202612/31/202612.09240,251.12240,263.20229,189.50229,201.592.156%91282CEF4US GOVUNITED STATES TREASURYUnited States80,000.00FixedN3.9452.7814.05503/31/202703/31/2027510.9979,106.4479,617.4375,184.4075,695.390.707%91282CET4US GOVUNITED STATES TREASURYUnited States200,000.00FixedN4.1013.0524.01905/31/202705/31/2027461.54196,499.61196,961.14188,812.40189,273.941.776%91282CEW7US GOVUNITED STATES TREASURYUnited States135,000.00FixedN4.0683.0594.02406/30/202706/30/202712.12136,075.37136,087.49130,733.73130,745.851.230%9128282R0US GOVUNITED STATES TREASURYUnited States390,000.00FixedN4.2863.2994.00508/15/202708/15/20273,314.47372,602.07375,916.54361,343.97364,658.443.400%91282CEN7US GOVUNITED STATES TREASURYUnited States225,000.00FixedN4.0093.3154.04204/30/202704/30/20271,059.74219,917.87220,977.61213,538.95214,598.692.009%912828YV6US GOVUNITED STATES TREASURYUnited States375,000.00FixedN1.8544.4894.42411/30/202411/30/2024494.51354,689.25355,183.76355,048.88355,543.383.340%912828V98US GOVUNITED STATES TREASURYUnited States175,000.00FixedN3.8454.0314.05802/15/202702/15/20271,487.26163,267.22164,754.48163,084.95164,572.211.534%91282CAL5US GOVUNITED STATES TREASURYUnited States425,000.00FixedN4.6113.9244.00009/30/202709/30/2027407.19360,288.16360,695.36358,942.25359,349.443.377%---US GOVUNITED STATES TREASURYUnited States7,510,000.00FixedN3.0361.6214.20903/04/202603/04/202618,065.347,360,521.707,378,587.056,853,863.826,871,929.1664.481%IdentifierSecurity TypeDescription,Issuer ConcentrationEnding Current UnitsCoupon TypeCallableDurationBookYieldYieldEndingEffectiveMaturity,Final MaturityEnding AccruedBalanceEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued% of MarketValue931142EK5CORPWALMART INCWalmart Inc.225,000.00FixedY0.4760.6654.79806/26/202306/26/2023106.25227,455.38227,561.63223,496.03223,602.282.103%931142EK5CORPWALMART INCWalmart Inc.225,000.00FixedY0.4760.6654.79806/26/202306/26/2023106.25227,455.38227,561.63223,496.03223,602.282.103%IdentifierSecurity TypeDescription,Issuer ConcentrationEnding Current UnitsCoupon TypeCallableDurationBookYieldYieldEndingEffectiveMaturity,Final MaturityEnding AccruedBalanceEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued% of MarketValue------------11,466,302.73------2.4561.4714.36307/23/202507/25/202527,953.3411,319,504.6011,347,457.9410,629,268.6710,657,222.01100.000%Issuer Concentration with Yield GASB 40 Trade DateSan Jacinto, City of (66779)As of 12/31/2022Return to Table of ContentsDated: 01/09/2023123.A.4.aPacket Pg. 100Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) AGCY BONDCORPIdentifier,Description,Security Type% of MarketValue +AccruedCoupon TypeCallableDurationS&PRating,Moody'sRatingEnding Current UnitsEndingEffectiveMaturity,Final MaturityBookYield,YieldEnding AccruedBalanceOriginal CostEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued3135G06H1FEDERAL NATIONAL MORTGAGEASSOCIATIONAGCY BOND2.885%FixedN0.887AA+Aaa320,000.0011/27/202311/27/20230.2884.73375.56319,635.20319,890.04319,965.59307,389.79307,465.353133EMRZ7FEDERAL FARM CREDIT BANKS FUNDINGCORPAGCY BOND1.964%FixedN1.127AA+Aaa220,000.0002/26/202402/26/20240.2624.682190.97219,920.80219,969.51220,160.48209,153.93209,344.913137EAEP0FEDERAL HOME LOAN MORTGAGE CORPAGCY BOND2.671%FixedN2.034AA+Aaa300,000.0002/12/202502/12/20251.5164.3501,737.50299,769.00299,900.06301,637.56282,881.47284,618.973130AJHU6FEDERAL HOME LOAN BANKSAGCY BOND1.944%FixedN2.229AA+Aaa225,000.0004/14/202504/14/20250.6014.214240.63223,884.00224,485.76224,726.39206,946.48207,187.103135G05X7FEDERAL NATIONAL MORTGAGEASSOCIATIONAGCY BOND3.520%FixedN2.582AA+Aaa415,000.0008/25/202508/25/20250.4704.296544.69413,057.80413,964.07414,508.76374,613.10375,157.78------AGCY BOND12.984%FixedN1.820AA+Aaa1,480,000.0011/14/202411/14/20240.6334.4502,789.341,476,266.801,478,209.441,480,998.781,380,984.771,383,774.11Security Type GASB 40 Trade DateSan Jacinto, City of (66779)As of 12/31/2022Return to Table of ContentsDated: 01/09/2023133.A.4.aPacket Pg. 101Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) FHLMCMMFUNDIdentifier,Description,Security Type% of MarketValue +AccruedCoupon TypeCallableDurationS&PRating,Moody'sRatingEnding Current UnitsEndingEffectiveMaturity,Final MaturityBookYield,YieldEnding AccruedBalanceOriginal CostEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued594918AT1MICROSOFT CORPCORP2.198%FixedY0.327AAAAaa235,000.0005/01/202305/01/20230.5834.518930.21246,484.45235,354.23236,284.44233,318.85234,249.06931142EK5WALMART INCCORP2.098%FixedY0.476AAAa2225,000.0006/26/202306/26/20230.6654.798106.25243,666.00227,455.38227,561.63223,496.03223,602.28713448FB9PEPSICO INCCORP0.771%FixedN0.750A+A185,000.0010/07/202310/07/20230.4194.95679.3384,951.5584,987.6185,066.9482,110.5682,189.8914913R2S5CATERPILLAR FINANCIAL SERVICES CORPCORP1.001%FixedN0.998AA2110,000.0001/10/202401/10/20240.9584.479496.38109,982.40109,990.94110,487.32106,142.52106,638.89023135BW5AMAZON.COM INCCORP1.283%FixedN1.331AAA1145,000.0005/12/202405/12/20240.4994.86988.81144,788.30144,903.51144,992.33136,625.95136,714.7769371RR81PACCAR FINANCIAL CORPCORP1.285%FixedN1.396A+A1140,000.0006/13/202406/13/20243.1624.821220.50139,967.80139,976.50140,197.00136,753.28136,973.7869371RR40PACCAR FINANCIAL CORPCORP0.876%FixedN1.562A+A1100,000.0008/09/202408/09/20240.5184.990197.2299,946.0099,971.00100,168.2293,141.7993,339.0114913R2P1CATERPILLAR FINANCIAL SERVICES CORPCORP1.579%FixedN1.654AA2180,000.0009/13/202409/13/20240.6464.725324.00179,755.20179,860.90180,184.90167,987.37168,311.3789236TJN6TOYOTA MOTOR CREDIT CORPCORP2.451%FixedN1.653A+A1280,000.0009/13/202409/13/20240.6414.896525.00279,868.40279,925.29280,450.29260,686.00261,211.00023135CE4AMAZON.COM INCCORP2.691%FixedN2.162AAA1295,000.0004/13/202504/13/20253.0564.5971,917.50294,530.95294,639.77296,557.27284,872.10286,789.60437076CM2HOME DEPOT INCCORP0.543%FixedY2.167AA260,000.0004/15/202504/15/20252.7604.620342.0059,895.0059,920.8860,262.8857,519.3457,861.34194162AM5COLGATE-PALMOLIVE COCORP0.415%FixedN2.456AA-Aa345,000.0008/15/202508/15/20253.1324.338550.2544,958.6044,963.9245,514.1743,630.4444,180.69------CORP17.191%Fixed---1.328AA-A11,900,000.0005/18/202405/18/20241.3154.7275,777.451,928,794.651,901,949.941,907,727.391,826,284.231,832,061.69Identifier,Description,Security Type% of MarketValue +AccruedCoupon TypeCallableDurationS&PRating,Moody'sRatingEnding Current UnitsEndingEffectiveMaturity,Final MaturityBookYield,YieldEnding AccruedBalanceOriginal CostEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued3137B4WB8FHMS K-033 A2FHLMC2.329%VariableY0.428AA+Aaa250,000.0006/08/202307/25/20231.9904.898637.50258,544.92250,667.79251,305.29247,541.00248,178.50US3137BWWD24FHMS K-725 A2FHLMC2.517%VariableY0.958AAAAaa273,299.2912/29/202301/25/20242.1194.999683.70282,096.11275,152.28275,835.99267,591.40268,275.11------FHLMC4.846%VariableY0.704AAAAaa523,299.2909/22/202310/29/20232.0574.9501,321.20540,641.03525,820.07527,141.27515,132.40516,453.61Security Type GASB 40 Trade DateSan Jacinto, City of (66779)As of 12/31/2022Return to Table of ContentsDated: 01/09/2023143.A.4.aPacket Pg. 102Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) US GOVIdentifier,Description,Security Type% of MarketValue +AccruedCoupon TypeCallableDurationS&PRating,Moody'sRatingEnding Current UnitsEndingEffectiveMaturity,Final MaturityBookYield,YieldEnding AccruedBalanceOriginal CostEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued31846V203FIRST AMER:GVT OBLG YMMFUND0.497%FixedN0.000AAAmAaa53,003.4412/31/202212/31/20223.7903.7900.0053,003.4453,003.4453,003.4453,003.4453,003.4431846V203FIRST AMER:GVT OBLG YMMFUND0.497%FixedN0.000AAAmAaa53,003.4412/31/202212/31/20223.7903.7900.0053,003.4453,003.4453,003.4453,003.4453,003.44Identifier,Description,Security Type% of MarketValue +AccruedCoupon TypeCallableDurationS&PRating,Moody'sRatingEnding Current UnitsEndingEffectiveMaturity,Final MaturityBookYield,YieldEnding AccruedBalanceOriginal CostEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued91282CCC3UNITED STATES TREASURYUS GOV1.944%FixedN1.342AA+Aaa220,000.0005/15/202405/15/20240.3264.68271.41219,510.16219,770.96219,842.37207,152.44207,223.85912828YE4UNITED STATES TREASURYUS GOV2.678%FixedN1.610AA+Aaa300,000.0008/31/202408/31/20241.6734.5781,274.17294,257.81297,930.87299,205.04284,156.40285,430.57912828YE4UNITED STATES TREASURYUS GOV3.303%FixedN1.610AA+Aaa370,000.0008/31/202408/31/20240.8804.5781,571.48376,012.50372,250.99373,822.47350,459.56352,031.04912828YV6UNITED STATES TREASURYUS GOV3.336%FixedN1.854AA+Aaa375,000.0011/30/202411/30/20244.4894.424494.51353,759.77354,689.25355,183.76355,048.88355,543.38912828YY0UNITED STATES TREASURYUS GOV0.758%FixedN1.916AA+Aaa85,000.0012/31/202412/31/20240.8884.3984.1188,453.1386,447.6986,451.8080,730.1180,734.22912828ZC7UNITED STATES TREASURYUS GOV1.936%FixedN2.091AA+Aaa220,000.0002/28/202502/28/20250.4494.341840.95226,943.75223,192.50224,033.45205,519.60206,360.55912828ZC7UNITED STATES TREASURYUS GOV0.660%FixedN2.091AA+Aaa75,000.0002/28/202502/28/20250.8624.341286.6975,647.4675,421.3475,708.0270,063.5070,350.19912828ZL7UNITED STATES TREASURYUS GOV1.329%FixedN2.275AA+Aaa155,000.0004/30/202504/30/20250.4594.31799.55154,461.13154,698.15154,797.70141,570.64141,670.20912828ZT0UNITED STATES TREASURYUS GOV2.004%FixedN2.361AA+Aaa235,000.0005/31/202505/31/20250.3484.27151.65233,971.88234,445.58234,497.23213,510.42213,562.07912828ZT0UNITED STATES TREASURYUS GOV1.620%FixedN2.361AA+Aaa190,000.0005/31/202505/31/20250.3594.27141.76189,094.53189,501.08189,542.84172,625.45172,667.21912828ZW3UNITED STATES TREASURYUS GOV2.169%FixedN2.441AA+Aaa255,000.0006/30/202506/30/20250.3444.2221.76253,894.34254,404.67254,406.43231,183.51231,185.2791282CAB7UNITED STATES TREASURYUS GOV1.485%FixedN2.523AA+Aaa175,000.0007/31/202507/31/20250.9714.245183.08170,358.40171,791.52171,974.60158,040.05158,223.1391282CAT8UNITED STATES TREASURYUS GOV1.597%FixedN2.766AA+Aaa190,000.0010/31/202510/31/20250.4084.21681.35188,567.58189,154.16189,235.52170,064.82170,146.1791282CAZ4UNITED STATES TREASURYUS GOV1.723%FixedN2.843AA+Aaa205,000.0011/30/202511/30/20250.4394.22567.58204,375.39204,620.81204,688.39183,547.16183,614.7491282CBC4UNITED STATES TREASURYUS GOV1.301%FixedN2.921AA+Aaa155,000.0012/31/202512/31/20250.5924.1441.61153,395.51154,001.57154,003.17138,664.39138,666.0091282CBH3UNITED STATES TREASURYUS GOV1.046%FixedN3.003AA+Aaa125,000.0001/31/202601/31/20260.8424.190196.16122,236.33123,226.53123,422.69111,323.25111,519.41Security Type GASB 40 Trade DateSan Jacinto, City of (66779)As of 12/31/2022Return to Table of ContentsDated: 01/09/2023153.A.4.aPacket Pg. 103Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) SummaryIdentifier,Description,Security Type% of MarketValue +AccruedCoupon TypeCallableDurationS&PRating,Moody'sRatingEnding Current UnitsEndingEffectiveMaturity,Final MaturityBookYield,YieldEnding AccruedBalanceOriginal CostEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued91282CBQ3UNITED STATES TREASURYUS GOV2.810%FixedN3.073AA+Aaa335,000.0002/28/202602/28/20261.0994.173569.13326,520.31328,782.41329,351.54298,856.52299,425.6491282CBT7UNITED STATES TREASURYUS GOV2.531%FixedN3.143AA+Aaa300,000.0003/31/202603/31/20260.7804.159574.86299,566.41299,710.79300,285.65269,203.20269,778.0691282CBW0UNITED STATES TREASURYUS GOV1.976%FixedN3.225AA+Aaa235,000.0004/30/202604/30/20260.6874.155301.86235,688.48235,487.53235,789.39210,325.00210,626.8691282CCF6UNITED STATES TREASURYUS GOV1.845%FixedN3.307AA+Aaa220,000.0005/31/202605/31/20260.8414.142145.05219,028.91219,330.47219,475.53196,444.60196,589.6591282CCJ8UNITED STATES TREASURYUS GOV1.050%FixedN3.368AA+Aaa125,000.0006/30/202606/30/20260.9094.1163.02124,804.69124,855.13124,858.15111,909.13111,912.1591282CCP4UNITED STATES TREASURYUS GOV2.789%FixedN3.468AA+Aaa335,000.0007/31/202607/31/20260.7754.116876.19332,579.10333,224.50334,100.69296,370.48297,246.6791282CCZ2UNITED STATES TREASURYUS GOV3.471%FixedN3.611AA+Aaa415,000.0009/30/202609/30/20261.1764.094927.76409,050.59410,442.27411,370.04368,993.52369,921.28912828YX2UNITED STATES TREASURYUS GOV2.151%FixedN3.764AA+Aaa250,000.0012/31/202612/31/20262.7884.02212.09238,701.17240,251.12240,263.20229,189.50229,201.59912828V98UNITED STATES TREASURYUS GOV1.544%FixedN3.845AA+Aaa175,000.0002/15/202702/15/20274.0314.0581,487.26163,030.27163,267.22164,754.48163,084.95164,572.2191282CEC1UNITED STATES TREASURYUS GOV2.903%FixedN3.913AA+Aaa335,000.0002/28/202702/28/20271.8654.0542,134.24335,157.03335,133.09337,267.33307,271.04309,405.2891282CEF4UNITED STATES TREASURYUS GOV0.710%FixedN3.945AA+Aaa80,000.0003/31/202703/31/20272.7814.055510.9978,971.8879,106.4479,617.4375,184.4075,695.3991282CEN7UNITED STATES TREASURYUS GOV2.014%FixedN4.009AA+Aaa225,000.0004/30/202704/30/20273.3154.0421,059.74219,541.99219,917.87220,977.61213,538.95214,598.6991282CET4UNITED STATES TREASURYUS GOV1.776%FixedN4.101AA+Aaa200,000.0005/31/202705/31/20273.0524.019461.54196,085.94196,499.61196,961.14188,812.40189,273.9491282CEW7UNITED STATES TREASURYUS GOV1.227%FixedN4.068AA+Aaa135,000.0006/30/202706/30/20273.0594.02412.12136,181.25136,075.37136,087.49130,733.73130,745.859128282R0UNITED STATES TREASURYUS GOV3.422%FixedN4.286AA+Aaa390,000.0008/15/202708/15/20273.2994.0053,314.47371,429.30372,602.07375,916.54361,343.97364,658.4491282CAL5UNITED STATES TREASURYUS GOV3.372%FixedN4.611AA+Aaa425,000.0009/30/202709/30/20273.9244.000407.19359,158.20360,288.16360,695.36358,942.25359,349.44---UNITED STATES TREASURYUS GOV64.481%FixedN3.036AA+Aaa7,510,000.0003/04/202603/04/20261.6214.20918,065.347,350,435.187,360,521.707,378,587.056,853,863.826,871,929.16Identifier,Description,Security Type% of MarketValue +AccruedCoupon TypeCallableDurationS&PRating,Moody'sRatingEnding Current UnitsEndingEffectiveMaturity,Final MaturityBookYield,YieldEnding AccruedBalanceOriginal CostEnding Book Value,Book Value + AccruedMarket Value,Ending Market Value +Accrued---------100.000%------2.456AAAa111,466,302.7307/23/202507/25/20251.4714.36327,953.3411,349,141.1011,319,504.6011,347,457.9410,629,268.6710,657,222.01Security Type GASB 40 Trade DateSan Jacinto, City of (66779)As of 12/31/2022Return to Table of ContentsDated: 01/09/2023163.A.4.aPacket Pg. 104Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) * Grouped by: Security Type. * Groups Sorted by: Security Type. * Filtered By: Description ¹ "Payable" and Description ¹ "Receivable". * Weighted by: Ending Market Value + Accrued, except Book Yield by Base Book Value + Accrued.Security Type GASB 40 Trade DateSan Jacinto, City of (66779)As of 12/31/2022Return to Table of ContentsDated: 01/09/2023173.A.4.aPacket Pg. 105Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Identifier,Description,Security TypeInterest/DividendReceivedTransfers In/OutPurchasesPurchasedAccruedIncomeSalesDisposed AccruedMaturities andRedemptionsPaydownsNet RealizedGain/LossBeginning OriginalCost,Ending Original CostBeginning MarketValue,Ending Market Value31846V203FIRST AMER:GVT OBLG 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GOV0.000.000.000.000.000.000.000.000.00238,701.17238,701.17229,414.00229,189.5091282CEF4UNITED STATES TREASURYUS GOV0.000.000.000.000.000.000.000.000.0078,971.8878,971.8875,437.5275,184.40594918AT1MICROSOFT CORPCORP0.000.000.000.000.000.000.000.000.00246,484.45246,484.45232,870.41233,318.85Portfolio Activity SummarySan Jacinto, City of (66779)12/01/2022 - 12/31/2022Return to Table of ContentsDated: 01/09/2023193.A.4.aPacket Pg. 107Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) * Weighted by: Ending Market Value + Accrued. * Holdings Displayed by: Lot.Identifier,Description,Security TypeInterest/DividendReceivedTransfers In/OutPurchasesPurchasedAccruedIncomeSalesDisposed AccruedMaturities andRedemptionsPaydownsNet RealizedGain/LossBeginning OriginalCost,Ending Original CostBeginning MarketValue,Ending Market Value69371RR81PACCAR FINANCIAL CORPCORP2,205.000.000.000.000.000.000.000.000.00139,967.80139,967.80136,868.36136,753.2891282CET4UNITED STATES TREASURYUS GOV0.000.000.000.000.000.000.000.000.00196,085.94196,085.94189,531.20188,812.40931142EK5WALMART INCCORP3,825.000.000.000.000.000.000.000.000.00243,666.00243,666.00223,281.55223,496.0391282CEW7UNITED STATES TREASURYUS GOV0.000.000.000.000.000.000.000.000.00136,181.25136,181.25131,287.50130,733.733137B4WB8FHMS K-033 A2FHLMC637.500.000.000.000.000.000.000.000.00258,544.92258,544.92246,954.80247,541.00194162AM5COLGATE-PALMOLIVE COCORP0.000.000.000.000.000.000.000.000.0044,958.6044,958.6043,684.1643,630.449128282R0UNITED STATES TREASURYUS GOV0.000.000.000.000.000.000.000.000.00371,429.30371,429.30362,654.37361,343.9791282CEN7UNITED STATES TREASURYUS GOV0.000.000.000.000.000.000.000.000.00219,541.99219,541.99214,338.83213,538.95713448FB9PEPSICO INCCORP0.000.000.000.000.000.000.000.000.0084,951.5584,951.5581,971.0682,110.563135G06H1FEDERAL NATIONAL MORTGAGEASSOCIATIONAGCY BOND0.000.000.000.000.000.000.000.000.00319,635.20319,635.20305,725.32307,389.79912828YV6UNITED STATES TREASURYUS GOV0.000.000.000.000.000.000.000.000.00353,759.77353,759.77354,345.75355,048.88912828V98UNITED STATES TREASURYUS GOV0.000.000.000.000.000.000.000.000.00163,030.27163,030.27163,460.85163,084.9591282CAL5UNITED STATES TREASURYUS GOV0.000.000.000.000.000.000.000.000.00359,158.20359,158.20359,921.88358,942.25---------7,785.27-416.677,760.160.000.000.000.00-391.560.0011,342,218.1511,355,567.6310,616,989.0110,635,695.20Portfolio Activity SummarySan Jacinto, City of (66779)12/01/2022 - 12/31/2022Return to Table of ContentsDated: 01/09/2023203.A.4.aPacket Pg. 108Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) Additional Disclosure:This information is for the sole purposes of the client and is not intended to provide specific advice or recommendations. Please review the contents of this information carefully. Should you have any questions regarding theinformation presented, calculation methodology, investment portfolio, security detail, or any other facet of this information, please feel free to contact us.Public Trust Advisors, LLC (Public Trust) statements and reports are intended to detail our investment advisory activity as well as the activity of certain client accounts managed by Public Trust. The custodian bank maintainsthe control of assets and executes and settles all investment transactions. The custodian statement is the official record of security and cash holdings transactions. Public Trust recognizes that clients may use these reports tofacilitate record keeping; therefore, it is recommended that the client reconcile this information with their custodian bank statement. Many custodians use a settlement date basis that may result in the need to reconcile due to atiming difference. The underlying market value, amortized cost, and accrued interest may differ between the custodian and this statement or report. This can be attributed to differences in calculation methodologies and pricingsources used.Public Trust does not have the authority to withdraw funds from or deposit funds to the custodian. Our clients retain responsibility for their internal accounting policies, implementing and enforcing internal controls, andgenerating ledger entries or otherwise recording transactions. The total market value represents prices obtained from various sources; it may be impacted by the frequency at which prices are reported, and such prices are notguaranteed. Prices received from pricing vendors are generally based on current market quotes but when such quotes are not available, the pricing vendors use a variety of techniques to estimate value. These estimates,particularly for fixed-income securities, may be based on certain minimum principal amounts (e.g. $1 million) and may not reflect all the factors that affect the value of the security including liquidity risk. The prices provided arenot firm bids or offers. Certain securities may reflect N/A or unavailable where the price for such security is generally not available from a pricing source. The market value of a security, including those priced at par value, maydiffer from its purchase price and may not closely reflect the value at which the security may be sold or purchased based on various market factors. The securities in this investment portfolio, including shares of mutual funds,are not guaranteed or otherwise protected by Public Trust, the FDIC (except for certain non-negotiable certificates of deposit), or any government agency unless specifically stated otherwise.Clients may be permitted to establish one or more unmanaged accounts for the purposes of client reporting. Clients may also be permitted to provide externally managed assets for the purposes of client reporting. Public Trustdefines unmanaged accounts or assets as one where the investment direction remains the sole responsibility of the client rather than the Investment Manager. Unmanaged accounts or external assets do not receive ongoingsupervision and monitoring services. The Investment Manager does not make any investment recommendations and may not charge a fee for reporting on these accounts or assets. The primary purpose for this service is toinclude unmanaged accounts or assets owned by the client in the performance reports provided by the Investment Manager. The Investment Manager assumes no liability for the underlying performance of any unmanagedaccounts or assets, and it is the client’s sole responsibility for the accuracy or correctness of any such performance.Beginning and ending balances are based on market value plus accrued interest on a trade date basis. Statements and reports made available to the end user either from Public Trust or through the online reporting platformmay present information and portfolio analytics using various optional methods including, but not limited to, historical cost, amortized cost, and market value. All information is assumed to be correct, but the accuracy has notbeen confirmed and therefore is not guaranteed to be correct. Information is obtained from third party sources that may or may not be verified. The data in this report is unaudited and is only applicable for the date denoted onthe report. Market values may change day-to-day based on numerous circumstances such as trading volume, news released about the underlying issuer, issuer performance, etc. Underlying market values may be priced vianumerous aspects as certain securities are short term in nature and not readily traded. Performance results are shown net of all fees and expenses and reflect the reinvestment of dividends and other earnings.Many factors affect performance including changes in market conditions and interest rates and in response to other economic, political, or financial developments. Investment involves risk including the possible loss ofprincipal. No assurance can be given that the performance objectives of a given strategy will be achieved. Past performance is no guarantee of future results. Any financial and/or investment decision may incur losses.The investment advisor providing these services is Public Trust Advisors, LLC, an investment adviser registered with the U.S. Securities and Exchange Commission (SEC) under the Investment Advisers Act of 1940, asamended. Registration with the SEC does not imply a certain level of skill or training. Public Trust is required to maintain a written disclosure brochure of our background and business experience. If you would like to receive acopy of our current disclosure brochure, Privacy Policy, or Code of Ethics, or have any questions regarding your account please contact us.Public Trust Advisors717 17th St. Suite 1850Denver, CO 802023.A.4.aPacket Pg. 109Attachment: 2022 December Treasurer's Report (Treasurer’s Report at December 31, 2022) February 7, 2023 TO: City Council REQUESTED BY: Erika Gomez, Finance Director APPROVED BY: Robert A. Johnson, City Manager SUBJECT: FY 2021-22 Development Impact Fee Report RECOMMENDATION: Staff recommends that the City Council receive and file the FY 20 21-22 AB1600 Development Impact Fee Report on the collection and use of certain development impact fees. DISCUSSION: The City of San Jacinto charges fees on new development to fund public improvements to mitigate the impact of development activity. The fees are commonly known as development impact fees (DIF). In 1989, the California Legislature passed Assembly Bill 1600 (AB1600), which added §66000 et seq. to the California Government Code, commonly known as the Mitigation Fee Act. As required by law, DIF are segregated from the General Fund and accounted for in special revenue funds. Government Code §66001 requires that the City make available to the public information regarding development impact fees for each fund annually, including:  A brief description of the fee and the fund into which the fee was deposited  The amount of the fee  The associated fund’s beginning and ending balances for the fiscal year  The total amount of fees collected and interest earned  Identification of each public improvement on which impact fees were expended and the amount of expenditure on each improvement, including the total percentage of the cost of the public improvement that was funded with impact fees  Identification of the approximate date by which construction of a public improvement will commence if the local agency determined that sufficient funds have been collected to complete financing on an incomplete public improvement and the public improvement remains incomplete  A description of each interfund transfer or loan made from an account or fund  Further, Government Code §66000 et. seq. also requires that findings describing the continuing need for impact fees be made every five years, specifying the intended use of any unexpended impact fees, regardless of whether the fees are committed or uncommitted. Failure to make such findings subjects the City to going through a refunding procedure. This report meets the requirements to comply with the Mitigation Fee Act. Further, Section 66006(b)(2) requires that the local agency shall review the information made available to the public pursuant to Section 66006(b)(1). 3.A.5 Packet Pg. 110 Attached is the Development Impact Fee report for fiscal year 2021-22 containing the information required by Section 66006(b)(1). The report summarizes revenue and expenditures for the funds and includes beginning and ending balances. Detail is provided for any expenditures and transfers made during the fiscal year. FISCAL IMPACT: There is no impact on City resources resulting from this annual report. ATTACHMENTS: FY 21-22 Development Impact Fee Report 3.A.5 Packet Pg. 111 Fiscal Year 2021-22 Development Impact Fee Report 3.A.5.a Packet Pg. 112 Attachment: FY 21-22 Development Impact Fee Report (FY 2021-22 Development Impact Fee Report) Letter of Transmittal ....................................................................................................................................................... 1 INTRODUCTION Legal Requirements For Development Impact Fee Reporting ....................................................................................... 2 Development Impact Funds ........................................................................................................................................... 3 Current Fee Schedule .................................................................................................................................................... 5 DEVELOPMENT IMPACT FEE REPORT Statement of Revenues, Expenditures and Changes in Fund Balance Financial Summary Report – Development Impact Fees ............................................................................................... 6 Water Capital Improvement Fund .................................................................................................................................. 7 Sewer Capital Improvement Fund .................................................................................................................................. 8 Public Safety Facility Funds ........................................................................................................................................... 9 Park and Open Space Development Funds ................................................................................................................. 10 Community Amenities Development Fund ................................................................................................................... 11 Art in Public Places Fund ............................................................................................................................................. 12 Transportation Development Fund ............................................................................................................................... 13 Government Facility Development Funds .................................................................................................................... 14 3.A.5.a Packet Pg. 113 Attachment: FY 21-22 Development Impact Fee Report (FY 2021-22 Development Impact Fee Report) 1 FY 2021-22 Development Impact Fee Report February 7, 2023 Dear Mayor, Members of the City Council and Citizens of San Jacinto: California state law requires any local agency that imposes development impact fees to prepare an annual report providing specific information about those fees. Thus, in accordance with the provisions of the California Government Code Section 66006 (b) and 66001 (d), as amended by Assembly Bill (AB) 518 and Senate Bill (SB) 1693, I hereby submit the Development Impact Fee (DIF) Report for the City of San Jacinto, California for the fiscal year (FY) ended June 30, 2022. DIFs are charged by local governmental agencies in connection with approval of development projects. The purpose of these fees is to defray all or a portion of the cost of public facilities related to the development project. The legal requirements for enactment of a DIF program are set forth in Government Code §§ 66000- 66025 (the "Mitigation Fee Act"), the bulk of which was adopted as 1987’s AB 1600 and thus commonly referred to as “AB 1600 requirements”. In San Jacinto, DIFs are collected at the time a building permit is issued for the purpose of mitigating the impacts caused by new development on the City’s infrastructure. Fees are used to finance the acquisition, construction and improvement of public facilities needed as a result of this new development. A separate fund has been established to account for the impact of new development on each of the following types of public facilities: Park Development, Underground Utility Development, Flood Control, Traffic Signalization, Fire Mitigation, Carpool Mitigation, Local Transportation, Regional Transportation, Public Building Fund, DIF Administration Facilities, Police, Fire, Park Land Acquisition, Park Land Improvements, Community Amenities, Government Services, Streets & Roads, Bikeways, and Traffic Signals. In 2005, the City prepared its first “Development Impact Fee Justification Study” report which was a detailed study of the impacts of future growth on local facilities. This report provided the analysis and support for the DIFs imposed by the City. The City is currently working on an update to this report with the intent to update fees once adopted. State law requires the City to prepare an annual report for the City’s development impact fees, summarizing the revenues, interest income, and expenditures for each category of funds during the fiscal year. This report was posted to the City’s website and available for public review on January 19, 2023. Respectfully submitted, Erika Gomez Finance Director 3.A.5.a Packet Pg. 114 Attachment: FY 21-22 Development Impact Fee Report (FY 2021-22 Development Impact Fee Report) 2 FY 2021-22 Development Impact Fee Report LEGAL REQUIREMENTS FOR DEVELOPMENT IMPACT FEE REPORTING A. CALIFORNIA GOVERNMENT CODE SECTION 66006 (b) California Government Code Section 66006 (b) defines the specific reporting requirements for local agencies that impose AB 1600 DIFs on new development. Annually, for each separate fund established for the collection and expenditure of DIFs, the local agency shall, within 180 days after the last day of each fiscal year, make available to the public the information shown below for the most recent fiscal year. The applicable page numbers for the location where each item can be found in the report are provided for reference. • A brief description of the type of fee in the account or fund. • The amount of the fee. • The beginning and ending balance of the account or fund. • The amount of the fees collected and interest earned. • An identification of each public improvement on which fees were expended and the amount of expenditures on each improvement, including the total percentage of the cost of the public improvement that was funded with fees. • An identification of an approximate date by which the construction of the public improvement will commence if the local agency determines that sufficient funds have been collected to complete financing on an incomplete public improvement. • A description of each interfund transfer or loan made from the account or fund, including the public improvement on which the transferred or loaned fees will be expended, and, in the case of an interfund loan, the date on which the loan will be repaid and the rate of interest that the account or fund will receive on the loan. • The amount of refunds made due to sufficient funds being collected to complete financing on incomplete public improvements, and the amount of reallocation of funds made due to administrative costs of refunding unexpended revenues exceeding the amount to be refunded. B. CALIFORNIA GOVERNMENT CODE SECTION 66001 (d) For all funds established for the collection and expenditure of DIFs, California Government Code Section 66001 (d) has additional requirements. For the fifth fiscal year following the first deposit into the fund and every five years thereafter, the local agency shall make all of the following findings with respect to that portion of the fund remaining unexpended, whether committed or uncommitted: • Identify the purpose to which the fee is to be put. • Demonstrate a reasonable relationship between the fee and purpose for which it is charged. • Identify all sources and amounts of funding anticipated to complete financing in incomplete improvements. • Designate the approximate dates on which the funding is expected to be deposited into the appropriate account or fund. 3.A.5.a Packet Pg. 115 Attachment: FY 21-22 Development Impact Fee Report (FY 2021-22 Development Impact Fee Report) 3 FY 2021-22 Development Impact Fee Report DEVELOPMENT IMPACT FUNDS Water Capital Improvement Fund (051) - Water improvement fees charged to new development to fund future water system capital improvements. Sewer Capital Improvement Fund (053) - Sewer connection fees charged to new development to fund future sewer system capital improvements. Public Safety Facility Development Funds Police Development Impact Fund (111) – Per Ordinance 05-18, May 19, 2005 added a development impacts for additional police facilities, addition police vehicles and police traffic motorcycles needed as a result of new development, and population growth. Fire Development Impact Fund (116) – Per Ordinance 05-18, May 19, 2005 added a development impact fee for additional fire facilities and additional fire vehicles needed as a result of new development, and population growth. Park and Open Space Development Funds Park Development Impact Fund (122) - Per Ordinance 05-18, May 19, 2005 added a development impact fee for additional park facilities needed as a result of new development, and population growth. Park Land Acquisition Development Impact Fund (125) –Per Ordinance 05-18, May 19, 2005 added a development impact fee for new city park land for neighborhood parks, community parks, regional parks and open space. Expenditures are restricted to new park land and expansion of facilities identified in the needs list. Park Land Improvements Development Impact Fund (128) – Per Ordinance 05-18, May 19, 2005 added a development impact fee for new city park land improvements for neighborhood parks, community parks, regional parks and open space. Expenditures are restricted to new park land improvements and expansion of facilities identified in the needs list. Community Amenities Development Impact Fund (131) – Per Ordinance 05-18, May 19, 2005 added a development impacts fee for additional library and public art facilities, as well as books needed as a result of new development, and population growth. Art in Public Places Fund (132) – Per Ordinance No. 20-07, June 16, 2020 added a new development impacts fee to promote and support the public display and public appreciation of art in the city. 3.A.5.a Packet Pg. 116 Attachment: FY 21-22 Development Impact Fee Report (FY 2021-22 Development Impact Fee Report) 4 FY 2021-22 Development Impact Fee Report Transportation Development Funds Car Pool Mitigation Fund (074) - Serves to mitigate the impacts of new developments. Expenditures are restricted to car pool facility projects. Local Transportation Fund (075 - Serves to mitigate the impacts of new developments. Expenditures are restricted to maintenance of existing and future streets. Regional Transportation Fund (076) - Serves to mitigate the impacts of new developments. Expenditures are restricted to the expansion and maintenance of Ramona Expressway and Sanderson Avenue, which are the two major regional corridors in the City. Streets and Roads Development Impact Fund (141) – Per Ordinance 05-18, May 19, 2005 added a development impact fee for additional city streets and roads needed as a result of new development and population growth. Bikeways Development Impact Fund (146) – Per Ordinance 05-18, May 19, 2005 added a development impact fee for additional city streets bikeway facilities needed as a result of new development and population growth. Traffic Signals Development Impact Fund (149) Per Ordinance 05-18, May 19, 2005 added a development impact fee for additional traffic signals. Expenditures are restricted to land acquisition, improvement and expansion of traffic signal facilities identified in the needs list. Government Facility Development Funds Public Building Fund (077) - Serves to mitigate the impacts of new developments. Expenditures are restricted to improvement and expansion of the Police Station and Community Center. DIF Administration Facilities Fund (103) - New development impact fee adopted in Ordinance 05-18 based on new development impacts for city administrative facilities. Expenditures are restricted to land acquisition, improvement and expansion of administrative facilities. Government Services Facilities Development Impact Fund (135) – Per Ordinance 05-18, May 19, 2005 added a development impact fee for additional city facilities as an additional corporate public works yard and future City Hall Civic Center needed as a result of new development and population growth. 3.A.5.a Packet Pg. 117 Attachment: FY 21-22 Development Impact Fee Report (FY 2021-22 Development Impact Fee Report) 5 FY 2021-22 Development Impact Fee Report CURRENT FEE SCHEDULE – The DIF Program is reviewed annually in conjunction with the development of the CIP to ensure the DIF Program is accounting for all planned future development. The updated DIF Program information is then used to determine the amount of fees available for the funding of the proposed CIP projects. (1) Per Acre (2) Same fee as Eastern Municipal Water District Single Family ($ per unit) Apartments ($ per unit) Retail Commercial ($ per acre) Non-Retail Commercial / Industrial ($ per acre) Public Project ($ per acre) Water Capital Improvement $ 2,930 $ 2,930 Same as EMWD(2)Same as EMWD(2)Same as EMWD(2) Sewer Capital Improvement $ 200 $ 200 $ 200 / 15 PFU $ 200 / 15 PFU $ 200 / 15 PFU Public Safety Facilities Police Facilities $ 198 $ 198 $ 2,012 $ 2,012 $ 2,012 Fire Facilities 212 179 1,042 880 880 Subtotal Public Safety Facilities $ 410 $ 377 $ 3,054 $ 2,892 $ 2,892 Park and Open Space Facilities Park Facility $ 589 $ 497 $ 0 $ 0 $ 0 Park Land Acquisition 1,131 955 0 0 0 Park Land Improvements 1,290 1,090 0 0 0 Subtotal Park and Open Space Facilities $ 3,010 $ 2,542 $ 0 $ 0 $ 0 Community Amenities $ 630 $ 532 $ 0 $ 0 $ 0 Art in Public Places $ 0 $ 0 1.0% of Development Project Valuation 1.0% of Development Project Valuation 0.5% of Development Project Valuation Transportation Carpool Mitigation 90 90 90 90 90 Local Transportation(1) 500 500 500 500 500 Regional Transportation(1) 820 820 820 820 820 Streets & Road Construction 1,468 1,239 7,226 6,102 6,102 Bikeways 49 41 - - - Traffic Signals 256 216 1,260 1,064 1,064 Subtotal Transportation $ 3,183 $ 2,906 $ 9,896 $ 8,576 $ 8,576 Government Facilities Public Buildings(1) $ 65 $ 65 $ 65 $ 65 $ 65 Government Svs Facilities 408 345 2,009 1,697 1,697 Administration 20 17 43 37 37 Subtotal Government Facilities $ 493 $ 427 $ 2,117 $ 1,799 $ 1,799 Total Fees $ 10,856 $ 9,914 $ 15,067 $ 13,267 $ 13,267 DEVELOPMENT IMPACT FEE SUMMARY Residential Non-Residential Facility 3.A.5.a Packet Pg. 118 Attachment: FY 21-22 Development Impact Fee Report (FY 2021-22 Development Impact Fee Report) 6 FY 2021-22 Development Impact Fee Report Financial Summary Report Statement of Revenues, Expenditures and Changes in Fund Balance For the Year Ended June 30, 2022 Development Impact Fees Water Capital Improvement Sewer Capital Improvement Public Safety Facilities Park & Open Space Fund Balance, Beginning 178,560$ 341,070$ 558,627$ 1,310,992$ REVENUES Fees 295,930 42,200 100,590 377,970 Interest 1,610 2,482 4,163 9,531 Other Revenues - - - - Total Revenues 297,540 44,682 104,754 387,501 EXPENDITURES Capital Outlay/Contractual Services - - - - Transfer Out - - - - Total Expenditures - - - - REVENUES OVER (UNDER) EXPENDITURES 297,540 44,682 104,754 387,501 Fund Balance, Ending 476,100 385,752 663,381 1,698,493 Community Amenities Art In Public Places Transportation Government Facilities Fund Balance, Beginning 247,475$ -$ 1,783,753$ 219,701$ REVENUES Fees 105,210 - 361,448 86,491 Interest 1,126 - 12,982 1,742 Other Revenues - - - - Total Revenues 106,336 - 374,430 88,233 EXPENDITURES Capital Outlay/Contractual Services 70,658 - 164,655 - Transfer Out 122,132 - 14,801 - Total Expenditures 122,132 - 14,801 - REVENUES OVER (UNDER) EXPENDITURES (15,797) - 359,629 88,233 Fund Balance, Ending 231,678 - 2,143,382 307,934 3.A.5.a Packet Pg. 119 Attachment: FY 21-22 Development Impact Fee Report (FY 2021-22 Development Impact Fee Report) 7 FY 2021-22 Development Impact Fee Report Water Capital Improvement Fund Statement of Revenues, Expenditures and Changes in Fund Balance Last Five Fiscal Years FY 2017/18 FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 Fund Balance, Beginning (28,912)$ (30,842)$ (24,982)$ (19,122)$ 178,560$ REVENUES Fees - 5,860 5,860 196,310 295,930 Interest - - - 1,372 1,610 Other Revenues (1,930) - - Total Revenues (1,930) 5,860 5,860 197,682 297,540 EXPENDITURES Capital Outlay/Contractual Services Transfer Out - - Total Expenditures - - - - - REVENUES OVER (UNDER) EXPENDITURES (1,930) 5,860 5,860 197,682 297,540 Fund Balance, Ending (30,842)$ (24,982)$ (19,122)$ 178,560$ 476,100$ Current Fiscal Year -$ -$ -$ 178,560$ 297,540$ Prior Fiscal Year (2-yr Old Funds)- - - - 178,560 Prior Fiscal Year (3-yr Old Funds)- - - - - Prior Fiscal Year (4-yr Old Funds)- - - - - Prior Fiscal Year (5-yr Old Funds)- - - - - In Excess of Five Prior Fiscal Years - - - - - Total Revenue Available -$ -$ -$ 178,560$ 476,100$ Five-Year Revenue Test Using First In First Out Method 3.A.5.a Packet Pg. 120 Attachment: FY 21-22 Development Impact Fee Report (FY 2021-22 Development Impact Fee Report) 8 FY 2021-22 Development Impact Fee Report Sewer Capital Improvement Fund Statement of Revenues, Expenditures and Changes in Fund Balance Last Five Fiscal Years FY 2017/18 FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 Fund Balance, Beginning 180,125$ 229,671$ 270,546$ 297,917$ 341,070$ REVENUES Fees 47,400 36,600 21,200 39,200 42,200 Interest 2,146 4,275 6,171 3,953 2,482 Other Revenues - - - Total Revenues 49,546 40,875 27,371 43,153 44,682 Capital Outlay/Contractual Services -$ -$ -$ Transfer Out - - - Total Expenditures - - - - - REVENUES OVER (UNDER) EXPENDITURES 49,546 40,875 27,371 43,153 44,682 Fund Balance, Ending 229,671$ 270,546$ 297,917$ 341,070$ 385,752$ EXPENDITURES Current Fiscal Year 49,546$ 40,875$ 27,371$ 43,153$ 44,682$ Prior Fiscal Year (2-yr Old Funds)30,407 49,546 40,875 27,371 43,153 Prior Fiscal Year (3-yr Old Funds)14,851 30,407 49,546 40,875 27,371 Prior Fiscal Year (4-yr Old Funds)2,102 14,851 30,407 49,546 40,875 Prior Fiscal Year (5-yr Old Funds)7,889 2,102 14,851 30,407 49,546 In Excess of Five Prior Fiscal Years 124,876 132,765 134,867 149,718 180,125 Total Revenue Available 229,671$ 270,546$ 297,917$ 341,070$ 385,752$ Five-Year Revenue Test Using First In First Out Method 3.A.5.a Packet Pg. 121 Attachment: FY 21-22 Development Impact Fee Report (FY 2021-22 Development Impact Fee Report) 9 FY 2021-22 Development Impact Fee Report Public Safety Facility Development Funds Statement of Revenues, Expenditures and Changes in Fund Balance Last Five Fiscal Years FY 2017/18 FY 2018/19 FY 2019/21 FY 2020/21 FY 2021/22 Fund Balance, Beginning 336,561$ 386,410$ 444,643$ 498,302$ 558,627$ REVENUES Fees 46,118 51,200 43,371 53,730 100,590 Interest 3,731 7,033 10,288 6,595 4,163 Other Revenues - - - - - Total Revenues 49,849 58,233 53,659 60,325 104,754 Capital Outlay/Contractual Services -$ -$ -$ -$ -$ Transfer Out - - - - - Total Expenditures - - - - - REVENUES OVER (UNDER) EXPENDITURES 49,849 58,233 53,659 60,325 104,754 Fund Balance, Ending 386,410$ 444,643$ 498,302$ 558,627$ 663,381$ EXPENDITURES Current Fiscal Year 18,397$ 49,849$ 58,233$ 53,659$ 60,325$ Prior Fiscal Year (2-yr Old Funds)8,352 18,397 49,849 58,233 53,659 Prior Fiscal Year (3-yr Old Funds)5,959 8,352 18,397 49,849 58,233 Prior Fiscal Year (4-yr Old Funds)10,420 5,959 8,352 18,397 49,849 Prior Fiscal Year (5-yr Old Funds)3,126 10,420 5,959 8,352 18,397 In Excess of Five Prior Fiscal Years 290,307 293,433 303,853 309,812 318,164 Total Revenue Available 336,561$ 386,410$ 444,643$ 498,302$ 558,627$ Five-Year Revenue Test Using First In First Out Method 3.A.5.a Packet Pg. 122 Attachment: FY 21-22 Development Impact Fee Report (FY 2021-22 Development Impact Fee Report) 10 FY 2021-22 Development Impact Fee Report Park and Open Space Development Funds Statement of Revenues, Expenditures and Changes in Fund Balance Last Five Fiscal Years FY 2017/18 FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 Fund Balance, Beginning 632,339$ 980,343$ 1,189,047$ 1,115,110$ 1,310,992$ REVENUES Fees 340,130 189,630 (99,330) 201,670 377,970 Interest 8,263 19,074 25,393 15,492 9,531 Other Revenues - - - - - Total Revenues 348,393 208,704 (73,937) 217,162 387,501 Capital Outlay/Contractual Services 389$ -$ -$ 21,280$ -$ Transfer Out - - - - - Total Expenditures 389 - - 21,280 - REVENUES OVER (UNDER) EXPENDITURES 348,004 208,704 (73,937) 195,882 387,501 Fund Balance, Ending 980,343$ 1,189,047$ 1,115,110$ 1,310,992$ 1,698,493$ EXPENDITURES Current Fiscal Year 348,393$ 208,704$ (73,937)$ 217,162$ 387,501$ Prior Fiscal Year (2-yr Old Funds)55,533 348,393 208,704 (73,937) 217,162 Prior Fiscal Year (3-yr Old Funds)1,545 55,533 348,393 208,704 (73,937) Prior Fiscal Year (4-yr Old Funds)2,574 1,545 55,533 348,393 208,704 Prior Fiscal Year (5-yr Old Funds)61,134 2,574 1,545 55,533 348,393 In Excess of Five Prior Fiscal Years 511,164 572,298 574,872 555,137 610,670 Total Revenue Available 980,343$ 1,189,047$ 1,115,110$ 1,310,992$ 1,698,493$ Five-Year Revenue Test Using First In First Out Method 3.A.5.a Packet Pg. 123 Attachment: FY 21-22 Development Impact Fee Report (FY 2021-22 Development Impact Fee Report) 11 FY 2021-22 Development Impact Fee Report Community Amenities Development Fund Statement of Revenues, Expenditures and Changes in Fund Balance Last Five Fiscal Years FY 2020/21 Project Expenditures Ramona Expressway Median $122,132 Community Garden Mural $28,500 $150,632 FY 2017/18 FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 Fund Balance, Beginning 607,000$ 589,241$ 612,992$ 412,812$ 247,475$ REVENUES Fees 71,190 64,260 35,910 44,730 105,210 Interest 6,142 10,125 11,153 5,019 1,126 Other Revenues - - - Total Revenues 77,332 74,385 47,063 49,749 106,336 Capital Outlay/Contractual Services 4,018$ 1,524$ 15,179$ 8,845$ 70,658$ Transfer Out 91,073 49,110 232,064 206,241 122,132 Total Expenditures 95,091 50,634 247,243 215,086 192,791 REVENUES OVER (UNDER) EXPENDITURES (17,759) 23,751 (200,180) (165,337) (86,455) Fund Balance, Ending 589,241$ 612,992$ 412,812$ 247,475$ 161,020$ EXPENDITURES Current Fiscal Year 77,332$ 74,385$ 47,063$ 49,749$ 106,336$ Prior Fiscal Year (2-yr Old Funds)28,986 77,332 74,385 47,063 49,749 Prior Fiscal Year (3-yr Old Funds)9,176 28,986 77,332 74,385 47,063 Prior Fiscal Year (4-yr Old Funds)4,108 9,176 28,986 77,332 74,385 Prior Fiscal Year (5-yr Old Funds)9,349 4,108 9,176 28,986 77,332 In Excess of Five Prior Fiscal Years 460,290 419,005 175,870 (30,040) (193,845) Total Revenue Available 589,241$ 612,992$ 412,812$ 247,475$ 161,020$ Five-Year Revenue Test Using First In First Out Method 3.A.5.a Packet Pg. 124 Attachment: FY 21-22 Development Impact Fee Report (FY 2021-22 Development Impact Fee Report) 12 FY 2021-22 Development Impact Fee Report Art in Public Places Fund Statement of Revenues, Expenditures and Changes in Fund Balance Last Five Fiscal Years FY 2017/18 FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 Fund Balance, Beginning -$ -$ -$ -$ 21,326$ REVENUES Fees - - - 23,000 80,196 Interest - - - 65 Other Revenues - - - - Total Revenues - - - 23,065 80,196 Capital Outlay/Contractual Services -$ -$ -$ 1,739$ 1,798$ Transfer Out - - - - - Total Expenditures - - - 1,739 1,798 REVENUES OVER (UNDER) EXPENDITURES - - - 21,326 78,397 Fund Balance, Ending -$ -$ -$ 21,326$ 99,724$ EXPENDITURES Current Fiscal Year -$ -$ -$ 21,326$ 78,397$ Prior Fiscal Year (2-yr Old Funds)- - - - 21,326 Prior Fiscal Year (3-yr Old Funds)- - - - - Prior Fiscal Year (4-yr Old Funds)- - - - - Prior Fiscal Year (5-yr Old Funds)- - - - - In Excess of Five Prior Fiscal Years - - - - - Total Revenue Available -$ -$ -$ 21,326$ 99,724$ Five-Year Revenue Test Using First In First Out Method 3.A.5.a Packet Pg. 125 Attachment: FY 21-22 Development Impact Fee Report (FY 2021-22 Development Impact Fee Report) 13 FY 2021-22 Development Impact Fee Report Transportation Development Funds Statement of Revenues, Expenditures and Changes in Fund Balance Last Five Fiscal Years FY 2020/21 Project Expenditures Street Improvements – Pheasant Run $134,021 Citywide Signal Upgrades $14,721 Total $ 148,742 FY 2017/18 FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 Fund Balance, Beginning 1,568,360$ 1,708,756$ 1,906,223$ 1,875,752$ 1,783,753$ REVENUES Fees 228,323 217,530 155,018 166,001 361,448 Interest 17,494 30,791 42,702 23,931 12,982 Other Revenues - - - - - Total Revenues 245,817 248,321 197,720 189,932 374,430 Capital Outlay/Contractual Services 5,948$ 38,785$ 16,497$ 2,089$ 164,655$ Transfer Out 99,473 12,069 211,694 279,842 14,801 Total Expenditures 105,421 50,854 228,191 281,931 179,456 REVENUES OVER (UNDER) EXPENDITURES 140,396 197,467 (30,471) (91,999) 194,974 Fund Balance, Ending 1,708,756$ 1,906,223$ 1,875,752$ 1,783,753$ 1,978,727$ EXPENDITURES Current Fiscal Year 245,817$ 248,321$ 197,720$ 189,932$ 374,430$ Prior Fiscal Year (2-yr Old Funds)83,554 245,817 248,321 197,720 189,932 Prior Fiscal Year (3-yr Old Funds)24,934 83,554 245,817 248,321 197,720 Prior Fiscal Year (4-yr Old Funds)18,642 24,934 83,554 245,817 248,321 Prior Fiscal Year (5-yr Old Funds)37,905 18,642 24,934 83,554 245,817 In Excess of Five Prior Fiscal Years 1,297,904 1,284,955 1,075,406 818,409 722,507 Total Revenue Available 1,708,756$ 1,906,223$ 1,875,752$ 1,783,753$ 1,978,727$ Five-Year Revenue Test Using First In First Out Method 3.A.5.a Packet Pg. 126 Attachment: FY 21-22 Development Impact Fee Report (FY 2021-22 Development Impact Fee Report) 14 FY 2021-22 Development Impact Fee Report Government Facility Development Funds Statement of Revenues, Expenditures and Changes in Fund Balance Last Five Fiscal Years FY 2017/18 FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 Fund Balance, Beginning 37,630$ 88,403$ 139,346$ 178,596$ 219,701$ REVENUES Fees 50,129 48,886 35,757 38,549 86,491 Interest 644 2,057 3,493 2,556 1,742 Other Revenues - - - - - Total Revenues 50,773 50,943 39,250 41,105 88,233 Capital Outlay/Contractual Services -$ -$ -$ -$ -$ Transfer Out - - - - - Total Expenditures - - - - - REVENUES OVER (UNDER) EXPENDITURES 50,773 50,943 39,250 41,105 88,233 Fund Balance, Ending 88,403$ 139,346$ 178,596$ 219,701$ 307,934$ EXPENDITURES Current Fiscal Year 50,773$ 50,943$ 39,250$ 41,105$ 88,233$ Prior Fiscal Year (2-yr Old Funds)18,591 50,773 50,943 39,250 41,105 Prior Fiscal Year (3-yr Old Funds)8,211 18,591 50,773 50,943 39,250 Prior Fiscal Year (4-yr Old Funds)3,608 8,211 18,591 50,773 50,943 Prior Fiscal Year (5-yr Old Funds)6,879 3,608 8,211 18,591 50,773 In Excess of Five Prior Fiscal Years 341 7,220 10,828 19,039 37,630 Total Revenue Available 88,403$ 139,346$ 178,596$ 219,701$ 307,934$ Five-Year Revenue Test Using First In First Out Method 3.A.5.a Packet Pg. 127 Attachment: FY 21-22 Development Impact Fee Report (FY 2021-22 Development Impact Fee Report) February 7, 2023 TO: City Council REQUESTED BY: Stuart McKibbin, City Engineer APPROVED BY: Robert A. Johnson, City Manager SUBJECT: Road Closure for 1 Day on Shaver Street to Remove and Replace Deteriorated Electric Pole RECOMMENDATION: Staff recommends that the City Council approve the requested road closure on Shaver Street. DISCUSSION: On May 26th, 2022, the Engineering Department received a road closure request from Par Western Line Contractor’s LLC on behalf of Southern California Edison (SCE). The closure will be on Shaver Street between Timothy Drive and Karlie Ann Court for the duration of 1 day. The Engineering Department has reviewed the Par Western Line Contractor’s LLC Traffic Control Plan (TCP) and has deemed the closure necessary. The clos ure is necessary to remove the deteriorated electric pole to ensure safety of the local residents and shall be inaccessible to vehicle traffic. Residents and neighboring businesses will be notified twice. Once two weeks prior, and again three days before the road closure. The Engineering Department recommends that City Council approve the road closure. The date will be determined after City Council approval. The contractor shall notify all emergency services, trash pickup company, school district(s), and post office prior to road closures. FISCAL IMPACT: No fiscal impact. ATTACHMENTS: Vicinity Map Worksite Traffic Control Plan 3.A.6 Packet Pg. 128 TIMOTHY DR.SHAVER ST. VICINITY MAP EETTIRIRKKAALL LEGEND: SHAVER STREET ROAD CLOSURE 3.A.6.a Packet Pg. 129 Attachment: Vicinity Map (Road Closure for 1 Day on Shaver Street to Remove and Replace Deteriorated STOPSTOP STOPSTOPSTOPSTOP2230923E WORK AREA (100') M4-10(LT)W20-2W20-3 250' SIGN SPACING 250' SIGN SPACING M4-10(RT)W20-2W20-3100'SIGNSPACING100'SIGNSPACINGM4-10(RT)W20-2W20-3100'SIGNSPACING100'SIGNSPACINGSTOPR11-2R11-2 R11-2 R11-2R11-2 R11-2 M4-10(LT)W20-2 W20-3 250' SIGN SPACING 250' SIGN SPACING SHAVER ST M4-10(RT)W20-2W20-3100'SIGNSPACING100'SIGNSPACINGR3-2R3-2R11-4R11-4 KARLIE ANN CTCAMINO LOS BANOSTIMOTHY DRJUDE CT(626) 226-8164 Pomona, CA DESCRIPTIONNUMBERDATEINITIALS CHECKED R3-2 M4-8A END DETOURDETOUR M4-10(LT) DETOUR SC3(CA) DETOUR AHEAD W20-2W20-3 CLOSED AHEAD ROAD R11-2 ROAD CLOSED DETOUR M4-10(RT) DETOUR MAP VICINITY MAP GENERAL NOTES: 1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AS WELL AS ANY SUCH ADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED TO INSURE THE SAFE MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC THROUGH OR AROUND THE WORK AREA AND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. 2.AS WORK PROGRESSES TEMPORARY TRAFFIC CONTROLS AND/ OR WORKING CONDITIONS SHOULD BE MODIFIED IN ORDER TO PROVIDE REASONABLY SAFE AND EFFICIENT ROAD USER MOVEMENT AND TO PROVIDE WORKER SAFETY. THE INDIVIDUAL RESPONSIBLE FOR TTC SHOULD HAVE THE AUTHORITY TO HALT WORK UNTIL APPLICABLE OR REMEDIAL SAFETY MEASURES ARE TAKEN. 3.ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES AND SHALL BE REPAIRED, REPLACED OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 4.AL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITIONS OF: CALTRANS STANDARD SPECIFICATIONS AND THE LATEST CALIFORNIA M.U.T.C.D. EDITION. 5.ALL FLASHING ARROW SIGNS SHALL BE SOLAR POWERED. 6.THE CONTRACTOR SHALL PROVIDE FLAGMEN AS NECESSARY TO GIVE ADEQUATE WARNING TO TRAFFIC OR TO THE PUBLIC OF ANY DANGEROUS CONDITIONS TO BE ENCOUNTERED. 7.THE CONTRACTOR SHALL REMOVE TEMPORARY TRAFFIC DELINEATION, SIGNAGE, AND OTHER DEVICES WHEN NO LONGER REQUIRED, AND SHALL RESTORE AREAS TO ORIGINAL CONDITIONS. 8.THE CONTRACTOR SHALL COVER EXISTING SIGNS WHERE THEY CONFLICT WITH CONSTRUCTION DETOURS AND SIGNING. WORK DURATION: 1 DAY POSSIBLE WORK DAYS: MONDAY - FRIDAY WORK HOURS: 9:00AM - 3:00PM WORKSITE TRAFFIC CONTROL PLAN POLE #2230923E DET POLE REPLACEMENT SHAVER ST E/O KARLIE ANN CT CITY OF SAN JACINTO 1"=40' #1457910 MARTIN MORENO TCP4/26/2021 MM LEGEND CHANNELIZING DEVICE SIGN W/ STAND WORK ZONE (ACTIVITY AREA) LIMITS TYPE II BARRICADE W/ SIGN POLE REPLACEMENT 1 OF 1 ROAD CLOSED TO R11-4 THRU TRAFFIC ALL ENTRANCES, DRIVEWAYS & TURN POCKETS TO REMAIN OPEN (NOT DEPICTED ON PLANS) WORK AREA 20 APROACH SPEED (MPH) 20 TAPER (FT) 40 TANGENT (FT) 10 CONFLICT (FT) MAXIMUM CHANNELIZER SPACING 25 25 50 12 30 30 60 15 35 35 70 17 40 40 80 20 45 45 90 22 50 50 100 25 OVER 50 50 100 25 NTS #061142198 9.ALL OPEN EXCAVATION OR CONSTRUCTION WORK SHALL BE A MINIMUM OF 5' FROM ANY OPERATING TRAFFIC LANES. 10.CONTRACTOR SHALL COORDINATE WITH THE CITY FOR ANY TEMPORARY TRAFFIC SIGNAL TIMING MODIFICATIONS. 11.ALL STRIPING AND MARKING SHALL CONFORM TO SECTION 310-5.6 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. TEMPORARY REMOVABLE STRIPING TAPE (DETOUR GRADE) MAY BE USED IN LIEU OF PAINTED STRIPING. 12.THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL ADJACENT PROPERTIES DURING WORK HOURS. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS/ OPERATORS. 13.ALL DRIVEWAYS ARE TO REMAIN OPEN AT ALL TIMES, UNLESS NOTED OTHERWISE. 14.ALL SIGNS SHALL BE RETRO-REFLECTORIZED AND STANDARD SIZE. 15.THE CONTRACTOR SHALL PROVIDE FOR SAFE PEDESTRIAN ACCESS AT ALL TIMES. AUDIBLE INFORMATION DEVICES ARE TO BE USED, TO ASSIST PEDESTRIANS WITH VISUAL DISABILITIES, WHERE NEEDED. 16.TEMPORARY "NO PARKING" SIGNS SHALL BE INSTALLED AT LEAST 72 HOURS BEFORE ENFORCEMENT. WEEKDAY WORK HOURS: 9:00am to 3:00pm - lane closure 8:00am to 5:00pm - working hours ALL TTC WILL BE COMPLIANT WITH THE LATEST CALIFORNIA M.U.T.C.D. SIGN LEGEND 3.A.6.b Packet Pg. 130 Attachment: Worksite Traffic Control Plan (Road Closure for 1 Day on Shaver Street to Remove and Replace Deteriorated Electric Pole) February 7, 2023 TO: City Council REQUESTED BY: Stuart McKibbin, City Engineer APPROVED BY: Robert A. Johnson, City Manager SUBJECT: Approval of Cooperative Agreement between Riverside County Flood Control and Water Conservation Dist RECOMMENDATION: Staff recommends that the City Council approve the Cooperative Agreement between the Riverside County Flood Control and Water Conservation District (District), the City of San Jacinto (City), and KB Homes Coastal Inc. (Developer); Authorize the City Manager to execute the Cooperative Agreement Documents on behalf of the City; Authorize the City Manager or designee to take all necessary steps to implement the Cooperative Agreement including, but not limited to negotiating, approving, and executing any non-substantive amendments and any assignment and assumption associated with change of ownership of the property, subject to approval by City Attorney; and Direct City Clerk to return four (4) executed Cooperative Agreements to the District. DISCUSSION: The Cooperative Agreement (Agreement) sets forth the terms and conditions by which certain flood control facilities, required as Conditions of Approval for Tract Map No. 32247, are to be constructed by the Developer and inspected, operated, and maintained by the District, and City. The Agreement is necessary to formalize the transfer of necessary rights -of-way and to provide for District construction inspection, and subsequent operation and maintenance of San Jacinto Valley MDP Line E-5, Stage 1 facility. Upon completion of construction, the District will assume ownership and responsibility for the operation and maintenance of the mainline storm drain systems that are greater than 36 inches in diameter, maintenance access road, concrete pads, slope protection barriers, signage, and fencing. The City will assume ownership and responsibility for the operation and maintenance of the project's associated catch basins, curbs and gutters, connector pipes, and various laterals that are 36 inches or less in diameter located within City rights-of-way. Construction of these drainage improvements is the responsibility of the Developer as required for the development of Tract Map No. 32247. The principal beneficiaries are the future residents of the tract. Ancillary benefits will accrue to the public who will utilize the tract’s roadways. The Developer is funding all construction and construction inspection costs. Future operation and maintenance costs of the District maintained storm drain facilities will accrue to the District. 3.A.7 Packet Pg. 131 FISCAL IMPACT: There is no fiscal impact to City of San Jacinto. ATTACHMENTS: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 1 - Vicinity Map SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement 3.A.7 Packet Pg. 132 3.A.7.a Packet Pg. 133 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 1 - Vicinity Map (Approval of Cooperative Agreement between P8/ - 1 - COOPERATIVE AGREEMENT San Jacinto Valley MDP Line E-5, Stage 1 Project No. 4-0-00222 Tract Map No. 32247 This Cooperative Agreement ("Agreement"), dated as of February 7, 2023 is entered into by and between the Riverside County Flood Control and Water Conservation District, a body politic ("DISTRICT"), the City of San Jacinto, a municipal corporation of the State of California ("CITY"), and KB HOME Coastal Inc., a California corporation ("DEVELOPER"). DISTRICT, CITY and DEVELOPER are individually referred to herein as "Party" and collectively referred to herein as "Parties". The Parties hereto hereby agree as follows: RECITALS A. DEVELOPER is the legal owner of record of certain real property located within the City of San Jacinto and has submitted for approval Tract Map No. 32247 related to the property. The legal description of the property related to Tract Map No. 32247 is provided in Exhibit "A", attached hereto and made a part hereof; and B. DEVELOPER has submitted for approval Tract Map No. 32247, related to the property, which is located in the City of San Jacinto. As a condition of approval for Tract Map No. 32247, DEVELOPER must construct certain flood control facilities in order to provide flood protection and drainage for DEVELOPER's planned development; and C. The required flood control facilities and drainage improvements related to Tract Map No. 32247 are identified in DISTRICT's San Jacinto Valley Master Drainage Plan ("MDP"), as shown on DISTRICTꞌs Drawing No. 4-1212 and shown in concept on Exhibit "B", attached hereto and made a part hereof, and includes the construction of: i. San Jacinto Valley MDP Line E-5, Stage 1 ("LINE E-5 STAGE 1") consisting of approximately 1,999 lineal feet of underground storm drain 3.A.7.b Packet Pg. 134 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 2 - system, as shown in "blue" on Exhibit "B". At the downstream terminus, LINE E-5 STAGE 1 will connect to the DISTRICT's San Jacinto Master Drainage Plan Line E facility (DISTRICT's Drawing No. 4-0708). At its upstream terminus, LINE E-5 STAGE 1 will connect to the proposed CITY facility; and ii. All safety devices requested by DISTRICT staff during the course of project construction and during any final field inspections, including, but not limited to, concrete pads, slope protection barriers, signage and fencing ("SAFETY DEVICES"). SAFETY DEVICES shall be purchased and installed by DEVELOPER's contractor and are subject to DISTRICT's inspection and approval. iii. Together, LINE E-5 STAGE 1, and SAFETY DEVICES are hereinafter called "DISTRICT DRAINAGE FACILITIES"; and D. Associated with the construction of DISTRICT DRAINAGE FACILITIES are the construction of various catch basins, curbs and gutters, connector pipes, and certain lateral storm drains that are thirty-six inches (36") or less in diameter within CITY's right of way, hereinafter called "CITY FACILITIES"; and E. Together, DISTRICT DRAINAGE FACILITIES and CITY FACILITIES are hereinafter called "PROJECT"; and F. DEVELOPER and DISTRICT desire CITY to accept ownership and the responsibility for the operation and maintenance of CITY FACILITIES; and G. DEVELOPER and CITY desire DISTRICT to accept ownership and responsibility for the operation and maintenance of DISTRICT DRAINAGE FACILITIES; and 3.A.7.b Packet Pg. 135 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 3 - H. DISTRICT is willing to accept ownership and responsibility for the operation and maintenance of DISTRICT DRAINAGE FACILITIES provided DEVELOPER performs all of the following: (a) complies with this Agreement, (b) prepares PROJECT plans in accordance with DISTRICT and CITY approved plans and specifications and this Agreement, (c) constructs PROJECT in accordance with DISTRICT and CITY approved plans and specifications, (d) accepts ownership and responsibility for the operation and maintenance of PROJECT following completion of PROJECT construction until such time as DISTRICT accepts ownership and responsibility for the operation and maintenance of DISTRICT DRAINAGE FACILITIES and CITY accepts ownership and responsibility for the operation and maintenance of CITY FACILITIES. I. CITY is willing to (i) review and approve, in conjunction with DISTRICT, DEVELOPER's plans and specifications for PROJECT, (ii) accept and hold faithful performance and payment bonds submitted by DEVELOPER on behalf of DISTRICT for DISTRICT DRAINAGE FACILITIES and CITY for CITY FACILITIES, (iii) inspect the construction of PROJECT, (iv) grant DISTRICT the right to inspect, operate and maintain DISTRICT DRAINAGE FACILITIES within CITY rights of way, and (v) accept ownership and responsibility for the operation and maintenance of CITY FACILITIES, provided PROJECT is constructed in accordance with plans and specifications approved by DISTRICT and CITY. NOW, THEREFORE, in consideration of the preceding recitals and the mutual covenants hereinafter contained, the Parties hereto mutually agree that the above recitals are true and correct and incorporated into the terms of this Agreement and as follows: SECTION I DEVELOPER shall: 3.A.7.b Packet Pg. 136 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 4 - 1. Prepare PROJECT plans and specifications, hereinafter called "IMPROVEMENT PLANS", in accordance with applicable DISTRICT and CITY standards, and submit to DISTRICT and CITY for their respective review and approval. 2. Continue to pay DISTRICT, within thirty (30) calendar days after receipt of periodic billings from DISTRICT, any and all such amounts as are deemed reasonably necessary by DISTRICT to cover DISTRICT's costs associated with (i) the review and approval of IMPROVEMENT PLANS, (ii) the review and approval of rights of way and conveyance documents, (iii) the processing and administration of this Agreement and (iv) construction inspection costs. Additionally, DEVELOPER shall pay CITY, within thirty (30) calendar days after receipt of periodic billings from CITY, any and all such amounts as are deemed reasonably necessary by CITY to cover CITY's costs associated with (i) the review and approval of IMPROVEMENT PLANS, (ii) the review and approval of rights of way and conveyance documents, (iii) the processing and administration of this Agreement and (iv) construction inspection costs. 3. By execution of this Agreement, grant DISTRICT and CITY, the right to enter upon DEVELOPER's property where necessary and convenient for the purpose of gaining access to and performing inspection services for the construction of PROJECT, as set forth herein. 4. Upon execution of this Agreement, or not less than twenty (20) calendar days prior to recordation of the final map for Tract Map No. 32247 or any phase thereof, whichever occurs first, provide CITY with faithful performance and payment bonds in accordance with CITY's municipal code or ordinance, including any amendments thereto, for the estimated cost for construction of (i) DISTRICT DRAINAGE FACILITIES as determined by DISTRICT, and (ii) of CITY FACILITIES as determined by CITY. The surety, amount and form of the bonds, shall list CITY as an obligee and shall be subject to approval of DISTRICT (Attention: Contract Services Section) and CITY. The bonds shall remain in full force and effect until DISTRICT DRAINAGE FACILITIES are accepted by 3.A.7.b Packet Pg. 137 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 5 - DISTRICT and CITY FACILITIES are accepted by CITY as complete. Both bonds shall be subscribed by an Admitted Surety Insurer, which is authorized to transact surety insurance business in the State of California with a policy holder's rating of A or higher and a Financial Class of VII or larger. Should any bond or surety become insufficient, DEVELOPER shall furnish a new bond within ten (10) calendar days after receiving notice from CITY. 5. Upon DISTRICT's and CITY's approval of IMPROVEMENT PLANS, deposit with DISTRICT (Attention: Business Office – Accounts Receivable), and notify Contract Services Section, the estimated cost of providing construction inspection for DISTRICT DRAINAGE FACILITIES, in an amount as determined and approved by DISTRICT in accordance with CITY's municipal code or ordinance, including any amendments thereto, based upon the bonded value of DISTRICT DRAINAGE FACILITIES. 6. Upon DISTRICT's and CITY's approval of IMPROVEMENT PLANS, furnish DISTRICT (Attention: Contract Services Section), with a complete list of all contractors and subcontractors to be performing work on PROJECT, including the corresponding license number and license classification of each. At such time, DEVELOPER shall further identify in writi ng its designated superintendent for PROJECT construction. 7. Upon DISTRICT's and CITY's approval of IMPROVEMENT PLANS, furnish DISTRICT (Attention: Contract Services Section), with a construction schedule which shall show the order and dates in which DEVELOPER or DEVELOPER's contractor proposes to carry out the various parts of work, including estimated start and completion dates. As construction of PROJECT progresses, DEVELOPER shall update said construction schedule as requested by DISTRICT. 8. Upon DISTRICT's and CITY's approval of IMPROVEMENT PLANS, furnish DISTRICT (Attention: Contract Services Section), with a confined space entry procedure specific to PROJECT. The procedure shall comply with requirements contained in California Code of 3.A.7.b Packet Pg. 138 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 6 - Regulations, Title 8, Section 5158, Other Confined Space Operations; Section 5157, Permit Required Confined Space; and District Confined Space Procedures, SOM-18. The procedure shall be reviewed and approved by DISTRICT prior to the issuance of a Notice to Proceed, which shall be given by DISTRICT to DEVELOPER upon DISTRICT's and CITY's approval. 9. Upon DISTRICT's and CITY's approval of IMPROVEMENT PLANS, an original certificate of insurance evidencing the required insurance coverage shall be provided to DISTRICT. At minimum, the procured insurance coverages should adhere to DISTRICTꞌs required insurance provided in Exhibit "C", attached hereto and made a part hereof. DEVELOPER shall not commence operations until DISTRICT (Attention: Contract Services Section) and CITY have been furnished with original certificate(s) of insurance and original certified copies of endorsements and, if requested, certified original policies of insurance including all endorsements and any and all other attachments. Failure to maintain the insurance required by this paragraph shall be deemed a material breach of this Agreement and shall authorize and constitute authority for DISTRICT, at its sole discretion, to provide written notice to DEVELOPER that DISTRICT is unable to perform its obligations hereunder, nor to accept responsibility for ownership, operation, and maintenance of DISTRICT DRAINAGE FACILITIES due, either in whole or in part, to said breach of this Agreement. 10. Upon DISTRICT and CITY's approval of IMPROVEMENT PLANS, or not less than twenty (20) calendar days prior to recordation of the final map for Tract Map No. 32247 or any phase thereof, whichever occurs first, furnish DISTRICT (Attention: Plan Check Section) and CITY with sufficient evidence of DEVELOPER having secured such necessary licenses, agreements, permits, approvals, rights of way, rights of entry and temporary construction easements, as may be needed for the construction, inspection, operation and maintenance of PROJECT as determined and approved by DISTRICT and CITY. 3.A.7.b Packet Pg. 139 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 7 - 11. Furnish DISTRICT (Attention: Plan Check Section) and CITY each with a set of final mylar plans PROJECT plans and assign their ownership to DISTRICT and CITY respectively prior to the start on any portion of PROJECT construction. 12. After receiving DISTRICT's plan check and administrative clearance for PROJECT construction, as set forth in Sections I.4 through I.11., notify DISTRICT (Attention: Construction Management Section) and CITY with twenty (20) calendar days written notice of intent to start of construction of PROJECT, and include PROJECT's geotechnical firm, concrete lab/test firm, D-Load test forms, trench shoring/false work calculations and concrete mix designs for DISTRICT's review and approval. Construction shall not begin on any element of PROJECT, for any reason whatsoever, until DISTRICT and CITY have issued to DEVELOPER a written Notice to Proceed authorizing DEVELOPER to commence construction of PROJECT. DISTRICT reserves the right to withhold issuance of the Notice to Proceed in accordance with Section IV.4. 13. Prior to commencing construction, obtain, at its sole cost and expense , and furnish DISTRICT (Attention: Plan Check Section) and CITY with copies of all permits, approvals or agreements required by any federal, state or local resource and/or regulatory agency for the construction, operation and maintenance of PROJECT. Such documents include, but are not limited to, those issued by the U.S. Army Corps of Engineers, California Regional Water Quality Control Board, California State Department of Fish and Wildlife, State Water Resources Control Board and Western Riverside County Regional Conservation Authority. 14. Not permit any change to or modification of DISTRICT and CITY approved IMPROVEMENT PLANS without the prior written permission and consent of DISTRICT and CITY. 15. Comply with all Cal/OSHA safety regulations, including, but not limited to, regulations concerning confined space and maintain a safe working environment for DEVELOPER, DISTRICT and CITY employees on the site. 3.A.7.b Packet Pg. 140 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 8 - 16. Upon receipt of DISTRICT's written Notice to Proceed, construct or cause to be constructed PROJECT at DEVELOPER's sole cost and expense, in accordance with DISTRICT and CITY approved IMPROVEMENT PLANS. 17. Within two (2) weeks of completing PROJECT construction, provide DISTRICT (Attention: Construction Management Section) and CITY with written notice that PROJECT construction is substantially complete and requesting that DISTRICT conduct a final inspection of DISTRICT DRAINAGE FACILITIES and CITY conduct a final inspection of PROJECT. 18. Upon completion of PROJECT construction, accept ownership, sole responsibility and all liability whatsoever for the operation and maintenance of PROJECT until such time as (i) DISTRICT accepts ownership and responsibility for operation and maintenance of DISTRICT DRAINAGE FACILITIES; and (ii) C ITY accepts ownership and responsibility for operation and maintenance of CITY FACILITIES. If, subsequent to the inspection and, in the sole discretion of DISTRICT, DISTRICT DRAINAGE FACILITIES is not in an acceptable condition, corrections shall be made at sole expense of DEVELOPER. 19. Upon completion of PROJECT construction but prior to DISTRICT acceptance of DISTRICT DRAINAGE FACILITIES for ownership, operation and maintenance, provide or cause its civil engineer of record or construction civil engineer of record, duly registered in the State of California, to provide DISTRICT (Attention: Construction Management Section), with (i) soil compaction report(s) – stamped and wet signed by the geotechnical engineer, (ii) concrete testing report(s) – stamped and wet signed by the civil engineer of record and (iii) a redlined "record drawings" copy of IMPROVEMENT PLANS. After DISTRICT approval of the redlined "record drawings", DEVELOPER's engineer shall schedule with DISTRICT a time to transfer the redlined changes onto 3.A.7.b Packet Pg. 141 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 9 - DISTRICT's original mylars at DISTRICT's office; after which, the engineer shall review, stamp and sign the original IMPROVEMENT PLANS as "record drawings". 20. Ensure that all work performed pursuant to this Agreement by DEVELOPER, its agents or contractors is done in accordance with all applicable local, state and federal laws and regulations, including, but not limited to, all applicable provisions of the Labor Code, Business and Professions Code, and Water Code. DEVELOPER shall be solely responsible for all costs associated with compliance with applicable laws and regulations. 21. Pay, if suit is brought upon this Agreement or any bond guaranteeing the completion of PROJECT, all costs and reasonable expenses and fees, including reasonable attorneys' fees, and acknowledge that, upon entry of judgment, all such costs, expenses and fees shall be computed as costs and included in any judgment rendered. SECTION II DISTRICT shall: 1. Review IMPROVEMENT PLANS and approve when DISTRICT has determined that such plans meet DISTRICT standards and are found acceptable to DISTRICT prior to the start of PROJECT construction. 2. Provide CITY an opportunity to review and approve IMPROVEMENT PLANS prior to DISTRICT's final approval. 3. Upon execution of this Agreement, record or cause to be recorded a copy of this Agreement in the Official Records of the Riverside County Recorder. 4. Endeavor to issue DEVELOPER a Notice to Proceed with twenty (20) calendar days of receipt of DEVELOPER's complete written notice of intent to start of construction of PROJECT as set forth in Section I.12.; however, DISTRICT's construction inspection staff is limited and, therefore, the issuance of a Notice to Proceed is subject to staff availability. 3.A.7.b Packet Pg. 142 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 10 - 5. Reserves the right to withhold issuance of the Notice to Proceed pursuant to Section IV.4. 6. Inspect construction of DISTRICT DRAINAGE FACILITIES. 7. Keep an accurate accounting and submit periodic invoices to DEVELOPER of all DISTRICT costs associated with the (i) review and approval of IMPROVEMENT PLANS, and (ii) processing and administration of this Agreement. 8. Keep an accurate accounting of all DISTRICT construction inspection costs and within forty-five (45) calendar days after DISTRICT acceptance of DISTRICT DRAINAGE FACILITIES as being complete, submit a final cost statement to DEVELOPER. If the deposit as set forth in Section I.5. exceeds such inspection costs, DISTRICT shall reimburse DEVELOPER the excess amount within sixty (60) calendar days after DISTRICT's acceptance of DISTRICT DRAINAGE FACILITIES as being complete. 9. Upon (i) DISTRICT acceptance of PROJECT construction as being complete and (ii) DISTRICT receipt of stamped and signed "record drawing" of IMPROVEMENT PLANS as set forth in Section I.19, provide DEVELOPER with a reproducible duplicate copy of "record drawings" of IMPROVEMENT PLANS . 10. Prior to DISTRICT acceptance of ownership and responsibility for the operation and maintenance of DISTRICT DRAINAGE FACILITIES, DISTRICT DRAINAGE FACILITIES shall be in a satisfactorily maintained condition as solely determined by DISTRICT. If, subsequent to any inspection and in the sole discretion of DISTRICT, DISTRICT DRAINAGE FACILITIES are not in an acceptable condition, corrections shall be made at sole expense of DEVELOPER. 11. Accept ownership and sole responsibility for the operation and maintenance of DISTRICT DRAINAGE FACILITIES upon (i) DISTRICT inspection of DISTRICT DRAINAGE FACILITIES in accordance with Section I.17., (ii) DISTRICT acceptance of PROJECT construction 3.A.7.b Packet Pg. 143 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 11 - as being complete, (iii) DISTRICT receipt of stamped and signed "record drawings" of IMPROVEMENT PLANS as set forth in Section I.19., (iv) DISTRICT DRAINAGE FACILITIES are fully functioning as a flood control drainage system as solely determined by DISTRICT and (vi) DISTRICT's sole determination that DISTRICT DRAINAGE FACILITIES are in a satisfactorily maintained condition. 12. Upon (i) DISTRICT acceptance of PROJECT construction as being complete and (ii) DISTRICT receipt of stamped and signed "record drawing" of IMPROVEMENT PLANS, as set forth in Section I.19., provide CITY with (i) a reproducible duplicate copy of "record drawings" of constructed DISTRICT DRAINAGE FACILITIES, (ii) a written notice that PROJECT is complete, and (iii) request CITY release bonds held for DISTRICT DRAINAGE FACILITIES and CITY FACILITIES. SECTION III CITY shall: 1. Review IMPROVEMENT PLANS and approve when CITY has determined that such plans meet CITY standards and are found acceptable to CITY prior to the start of PROJECT construction. CITY shall not request any modifications on the IMPROVEMENT PLANS without prior DISTRICT approval. 2. Accept CITY and DISTRICT approved faithful performance and payment bonds submitted by DEVELOPER, in accordance with the CITY's municipal code or ordinance, including any amendments thereto, for the estimated cost for construction of DISTRICT DRAINAGE FACILITIES as determined by DISTRICT and of CITY FACILITIES as determined by CITY and hold said bonds as provided in this Agreement. The surety, amount and form of the bonds, shall list CITY as an obligee and shall be subject to approval of DISTRICT (Attention: Contract Services Section) and CITY. The bonds shall remain in full force and effect until DISTRICT DRAINAGE FACILITIES are 3.A.7.b Packet Pg. 144 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 12 - accepted by DISTRICT and CITY FACILITIES are accepted by CITY as complete. Both bonds shall be subscribed by an Admitted Surety Insurer, which is authorized to transact surety insurance business in the State of California with a policy holder's rating of A or higher and a Financial Class of VII or larger. Should any bond or surety become insufficient, DEVELOPER shall furnish a new bond within ten (10) calendar days after receiving notice from CITY. CITY shall not release said bonds until DISTRICT provides CITY with a reproducible duplicate copy of "record drawings" and written notification that the PROJECT is complete, as set forth in Section II.12. 3. Request DEVELOPER to update the construction schedule, as deemed necessary. 4. Grant DISTRICT, by execution of this Agreement, the right to inspect, operate and maintain DISTRICT DRAINAGE FACILITIES within CITY rights of way. 5. Inspect PROJECT construction. 6. Accept ownership and sole responsibility for the operation and maintenance of CITY FACILITIES upon (i) DISTRICT acceptance of DISTRICT DRAINAGE FACILITIES for ownership, operation and maintenance, ii) CITY's final inspection of CITY FACILITIES, and (iii) CITY's sole determination that CITY FACILITIES are in a satisfactorily maintained condition. 7. Release occupancy permits in accordance with the approved Conditions of Approval for Tract Map No. 32247. 8. Upon DISTRICT and CITY acceptance of PROJECT construction as being complete, accept sole responsibility for the adjustment of all PROJECT manhole rings and covers located within CITY rights of way which must be performed at such time(s) that the finished grade along and above the underground portions of DISTRICT DRAINAGE FACILITIES are improved, repaired, replaced or changed. It being further understood and agreed that any such adjustments shall be performed at no cost to DISTRICT. 3.A.7.b Packet Pg. 145 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 13 - SECTION IV It is further mutually agreed: 1. DISTRICT may withhold acceptance for ownership and sole responsibility for the operation and maintenance of DISTRICT DRAINAGE FACILITIES unless and until DEVELOPER performs all obligations under this Agreement. CITY may withhold acceptance for ownership and sole responsibility for the operation and maintenance of CITY FACILITIES unless and until DEVELOPER performs all obligations under this Agreement. 2. All construction work involved with PROJECT shall be inspected by DEVELOPER, DISTRICT and CITY but shall not be deemed complete until DISTRICT and CITY mutually agree in writing that construction of PROJECT is completed in accordance with DISTRICT and CITY approved IMPROVEMENT PLANS. 3. DISTRICT and CITY personnel may observe and inspect all work being done on DISTRICT DRAINAGE FACILITIES but shall provide any comments to DISTRICT personnel who shall be solely responsible for all quality control communications with DEVELOPER's contractor(s) during the construction of PROJECT. 4. If DEVELOPER fails to commence construction of PROJECT within twenty- four (24) consecutive months after execution of this Agreement, then DISTRICT reserves the right to withhold issuance of the Notice to Proceed after this period of time pending a review of the existing site conditions as they exist at the time DEVELOPER provides written notification to DISTRICT of the start of construction as set forth in Section I.14. In the event of a change in the existing site conditions that materially affects PROJECT function or DISTRICT's ability to operate and maintain DISTRICT DRAINAGE FACILITIES, DISTRICT may require DEVELOPER to modify IMPROVEMENT PLANS as deemed necessary by DISTRICT 3.A.7.b Packet Pg. 146 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 14 - 5. DEVELOPER shall complete construction of PROJECT within twelve (12) months after commencement of construction of PROJECT, unless CITY and DISTRICT agree to extend the time to complete construction. Failure of DEVELOPER to perform the work within the agreed upon time shall constitute authority for (i) DISTRICT to terminate the Agreement and (ii) CITY to perform the remaining work on the PROJECT and require DEVELOPER's surety to pay to CITY the penal sum of any and all bonds. Should CITY perform the remaining work on the PROJECT under this section, DEVELOPER grants to CITY and CITY's officers, deputies, employees, agents, representatives, contractors and other designees the irrevocable permission to enter upon the Tract Map No. 32247 to complete construction and remaining work on PROJECT. This right of entry shall terminate when such construction and remaining work is complete. CITY shall subsequently reimburse DISTRICT from the funds paid by DEVELOPER's surety for any DISTRICT costs incurred. 6. In the event DEVELOPER wishes to expedite issuance of a Notice to Proceed, DEVELOPER may elect to furnish an independent qualified construction inspector at DEVELOPER 's sole cost and expense. DEVELOPER shall furnish appropriate documentation of the individual's credentials and experience to DISTRICT for review and, if appropriate, approval. DISTRICT shall review the individual's qualifications and experience, and upon approval thereof, said individual, hereinafter called "DEPUTY INSPECTOR", shall be authorized to act on DISTRICT's behalf on all DISTRICT DRAINAGE FACILITIES construction and quality control matters. If DEVELOPER's initial construction inspection deposit furnished pursuant to Section I.5. exceeds Ten Thousand Dollars ($10,000), DISTRICT shall refund to DEVELOPER up to eighty percent (80%) of DEVELOPER's initial inspection deposit within forty-five (45) calendar days of DISTRICT's approval of DEPUTY INSPECTOR; however, a minimum balance of Ten Thousand Dollars ($10,000) shall be retained on account. 3.A.7.b Packet Pg. 147 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 15 - 7. PROJECT construction work shall be on a five (5) day, forty (40) hour work week with no work on Saturdays, Sundays or DISTRICT designated legal holidays, unless otherwise approved in writing by DISTRICT and CITY. If DEVELOPER feels it is necessary to work more than the normal forty (40) hour work week or on DISTRICT or CITY designated legal holidays, DEVELOPER shall make a written request for permission from DISTRICT and CITY to work the additional hours. The request shall be submitted to DISTRICT and CITY at least seventy-two (72) hours prior to the requested additional work hours and state the reasons for the overtime and the specific time frames required. The decision of granting permission for overtime work shall be made by DISTRICT and CITY at their sole discretion and shall be final. If permission is granted by DISTRICT and CITY, DEVELOPER will be charged the cost incurred at the overtime rates for additional inspection time required in connection with the overtime work in accordance with the CITY's municipal code or ordinance, including any amendments thereto. 8. DEVELOPER shall indemnify, defend, and hold harmless, and require DEVELOPER's construction contractor(s) to indemnify, defend and hold harmless, the DISTRICT, the County of Riverside and CITY (including their respective Agencies, Districts, Special Districts and Departments, their respective directors, officers, Board of Supervisors, elected and appointed officials, employees, contractors, agents and representatives) (individually and collectively hereinafter referred to as "Indemnitees") from any liability action, claim or damage whatsoever, based or asserted upon any acts, omissions, or services of DEVELOPER and/or DEVELOPER's construction contractor(s), (including their respective officers, employees, subcontractors, agents or representatives) (individually and collectively hereinafter referred to as "Indemnitors") arising out of or in any way relating to this Agreement, including but not limited to property damage, bodily injury, or death or any other element of any kind or nature whatsoever. DEVELOPER or DEVELOPER's construction contractor(s) shall defend, at its sole expense, the Indemnitees, including all costs and fees (including, but not limited, to 3.A.7.b Packet Pg. 148 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 16 - attorney fees, cost of investigation, defense and settlements or awards), in any claim or action based upon such alleged acts or omissions. All applicable indemnification provisions of this Agreement shall remain in effect following the termination of the Agreement. 9. With respect to any action or claim subject to indemnification herein by DEVELOPER, DEVELOPER shall, at its sole cost, have the right to use counsel of their own choice and may adjust, settle, compromise any such claim only with the prior consent of DISTRICT, the County of Riverside and CITY. Any such adjustment, settlement or compromise shall not in any manner whatsoever limit or circumscribe DEVELOPER's indemnification obligations to Indemnitees as set forth herein. 10. DEVELOPER and DEVELOPER's construction contractor(s) indemnification obligations hereunder shall be satisfied when DEVELOPER or DEVELOPER's construction contractor(s) has provided to DISTRICT and CITY the appropriate form of dismissal (or similar document) relieving DISTRICT, the County of Riverside, and CITY from any liability for the claim, proceeding or action involved. 11. The specified insurance limits required in this Agreement shall in no way limit or circumscribe DEVELOPER or DEVELOPER's construction contractor(s) obligations to indemnify and hold harmless the Indemnitees herein from third party claims. 12. In the event there is conflict between this section and California Civil Code Section 2782, this section shall be interpreted to comply with California Civil Code Section 2782. Such interpretation shall not relieve DEVELOPER or DEVELOPER's construction contractor(s) from indemnifying the Indemnitees to the fullest extent allowed by law. 13. DEVELOPER for itself, its successors and assigns hereby releases DISTRICT, the County of Riverside, and CITY (including their respective agencies, districts, special districts and departments, their respective directors, officers, Board of Supervisors, elected and appointed officials, 3.A.7.b Packet Pg. 149 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 17 - employees, agents and representatives) from any and all claims, demands, actions or suits of any kind arising out of any liability, known or unknown, present or future, including but not limited to any claim or liability, based or asserted, pursuant to Article I, Section 19 of the California Constitution, the Fifth Amendment of the United States Constitution or any other law or ordinance which seeks to impose any other liability or damage, whatsoever, for damage caused by the discharge of drainage within or from PROJECT. Nothing contained herein shall constitute a release of DEVELOPER by DISTRICT, the County of Riverside, or CITY (including each of their respective Agencies, Districts, Special Districts and Departments, their respective directors, officers, Board of Supervisors, elected and appointed officials, employees, agents and representatives) from any and all claims, demands, actions or suits of any kind arising out of any liability, known or unknown, present or future, for the negligent maintenance of PROJECT, after the acceptance of PROJECT by DISTRICT and CITY, as described in this Agreement. 14. Any waiver by any Party hereto of any breach of any one or more of the terms of this Agreement shall not be construed to be a waiver of any subsequent or other breach of the same or of any other term hereof. Failure on the part of any Party hereto to require exact, full, and complete compliance with any terms of this Agreement of any other Party shall not be construed as in any manner changing the terms hereof or stopping such Party from enforcement hereof. 15. Any and all notices sent or required to be sent to the Parties of this Agreement will be mailed by first class mail, postage prepaid, to the following addresses: To DISTRICT: RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT 1995 Market Street Riverside, CA 92501 Attn: Contracts Services Section To CITY: CITY OF SAN JACINTO 595 San Jacinto Avenue San Jacinto, CA 92583 Attn: Robert Johnson 3.A.7.b Packet Pg. 150 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 18 - To DEVELOPER: KB HOME COASTAL, INC. 36310 Inland Valley Drive Wildomar, CA 92595 Attn: Damon Polk 16. This Agreement is to be construed in accordance with the laws of the State of California. If any provision of this Agreement is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions will nevertheless continue in full force and effect without being impaired or invalidated in any way. 17. Any action at law or in equity brought by any of the Parties hereto for the purpose of enforcing a right or rights provided for by the Agreement, shall be tried in a court of competent jurisdiction in the County of Riverside, State of California, and the Parties hereto waive all provisions of law providing for a change of venue in such proceedings to any other County. 18. This Agreement is the result of negotiations between the Parties hereto, and the advice and assistance of their respective counsel. The fact that this Agreement was prepared as a matter of convenience by DISTRICT shall have no importance or significance. Any uncertainty or ambiguity in this Agreement shall not be construed against DISTRICT because DISTRICT prepared this Agreement in its final form. 19. The provisions of this Agreement are solely for the benefit of the Parties, and not for the benefit of any third party. Accordingly, no third party shall have any right or action based on the provisions of this Agreement. 20. The rights and obligations of DEVELOPER shall inure to and be binding upon all heirs, successors and assignees. 21. No Party shall assign this Agreement without the written consent of all other Parties. Any attempt to delegate or assign any interest herein without written consent of all other Parties shall be deemed void and of no effect. 3.A.7.b Packet Pg. 151 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 19 - 22. In the event DEVELOPER sells Tract Map No. 32247, DEVELOPER shall notify DISTRICT and CITY of any such transfer or assignment in writing no later than thirty (30) calendar days from the date of the sale. DEVELOPER expressly understands and agrees that it shall remain liable with respect to any and all of the obligations and duties in this Agreement until DISTRICT, CITY, DEVELOPER and the new owner(s) of Tract Map No. 32247 fully execute an assignment and assumption agreement that transfers all DEVELOPER 's rights, duties or obligations in this Agreement to the new owner(s) of Tract Map No. 32247. 23. The individual(s) executing this Agreement on behalf of DEVELOPER certify that they have the authority within their respective company(ies) to enter into and execute this Agreement and have been authorized to do so by all boards of directors, legal counsel, and/or any other board, committee or other entity within their respective company(ies) which have the authority to authorize or deny entering into this Agreement. 24. This Agreement is intended by the Parties hereto as a final expression of their understanding with respect to the subject matter hereof and as a complete and exclusive statement of the terms and conditions thereof and supersedes any and all prior and contemporaneous agreements and understandings, oral or written, in connection therewith. This Agreement may be changed or modified only upon the written consent of the Parties hereto. 25. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original, but all of which taken together shall constitute one and the same instrument. 3.A.7.b Packet Pg. 152 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 20 - IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on . (to be filled in by Clerk of the Board) RECOMMENDED FOR APPROVAL: RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT By JASON E. UHLEY General Manager-Chief Engineer By KAREN SPIEGEL, Chair Riverside County Flood Control and Water Conservation District Board of Supervisors APPROVED AS TO FORM: ATTEST: MINH TRAN County Counsel KECIA HARPER Clerk of the Board By NAME Deputy County Counsel By Deputy (SEAL) [Signed in Counterpart] Cooperative Agreement: San Jacinto Valley MDP Line E-5, Stage 1 Project No. 4-0-00222 Tract Map No. 32247 AMR:blm 10/24/22 3.A.7.b Packet Pg. 153 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 21 - RECOMMENDED FOR APPROVAL: CITY OF SAN JACINTO By ROBERT JOHNSON City Manager APPROVED AS TO FORM: ATTEST: By MICHAEL MAURER City Attorney By JULIA ESPINOZA City Clerk (SEAL) Cooperative Agreement: San Jacinto Valley MDP Line E-5, Stage 1 Project No. 4-0-00222 Tract Map No. 32247 AMR:blm 10/24/22 3.A.7.b Packet Pg. 154 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement P8/ - 22 - KB HOME COASTAL INC., a California corporation By SCOTT HANSEN Vice President, Forward Planning (ATTACH NOTARY WITH CAPACITY STATEMENT) Cooperative Agreement: San Jacinto Valley MDP Line E-5, Stage 1 Project No. 4-0-00222 Tract Map No. 32247 AMR:blm 10/24/22 3.A.7.b Packet Pg. 155 Attachment: SJ-151 - TM 32247 - KB - San Jacinto MDP Line E-5 - Attachment 2 - Cooperative Agreement (Approval of Cooperative Agreement February 7, 2023 TO: City Council REQUESTED BY: Arthur Mullen, Water Utilities Superintendent APPROVED BY: Robert A. Johnson, City Manager SUBJECT: Equipping of Bath Well Potable Water Treatment Plant RECOMMENDATION: Staff recommends that the City Council award the contract to Pureflow Filtration, for the sum of $1,655,850.00; Reject all other proposals; Authorize City Manager to execute the contract; and Authorize 5% contingency for pre-purchase negotiation in the amount of $73,750.00. DISCUSSION: Over the past several years, the City of San Jacinto has experienced a boom in Economic Development with significant new commercial and residential development causing a strain on the City’s existing, aging, water, wastewater, and stormwater infrastructure requiring significant improvement and investment. In 2020, the City Council approved a 10-year fiscal model study to evaluate its financial stability and long-term solvency. The model showed that the City was operating at a Structural Deficit and at risk of fiscal insolvency in the coming years. To combat the insolvency, the City Council authorized placement of Measure V, a one-cent sales tax initiative, on the November 2020 ballot. Measure V funds were specifically intended to address the following community priority areas:  Protecting local drinking water  Maintaining/Improving 911 emergency, medical and public safety response times  Increasing public safety to include a new fire engine/crew  Increasing the number of deputies on patrol  Maintaining the long-term financial stability of the City  Supporting local businesses and jobs  Addressing homelessness  Preparing for and recovering from public health emergencies  Repairing streets, roads, and potholes Measure V was approved by San Jacinto registered voters with a 68% approval. 3.A.8 Packet Pg. 156 The number one priority for the community was to protect local drinking water, with 89% of respondents stating that this issue was either exceptionally or very important to them. While no Measure V funding is requested, it is important to note that this project directly addresses the top priority of the San Jacinto public, as it directly protects the City’s capability to deliver clean local drinking water. Recently, the Federal Government passed the American Rescue Plan Act of 2021 (ARPA ) and Infrastructure Investment and Jobs Act of 2021, which has, and will, provide significant funds over the coming years to the City to address infrastructure needs. The City Council approved the ARPA spending priority list, which identified several projects in the City that would qualify for payment through the ARPA Program. One of these projects is designing and constructing a potable water treatment plant at the Bath Well site. The current treatment plant at the Bath Well site was built in 1989 and is designed to treat Bath and Artesia Well water for iron and manganese. It has since surpassed its operational lifespan of 20 years. While Staff has diligently maintained the treatment plant far beyond its expected life cycle, the treatment plant is physically and mechanically deteriorating. The plant’s design is obsolete due to its age, and many necessary replacement parts are no longer manufactured. The City’s goal is to replace and modernize the facility, as well as increase the treatment capacity to 2,500 gallons per minute (gpm), and expand the current minimum treatment levels of 200ug/L for iron and 200ug/L for manganese to 400ug/L for both constituents. In July 2022, the City awarded a contract to Civiltec Engineering, Inc. for the design of plans , specifications, and estimates for a new treatment plant at the Bath Well site. Working in conjunction with Civiltec, Staff prepared a Request for Proposals (RFP) for procurement of the filtration system equipment. Due to extended product production lead times, the City is currently procuring the filtration equipment, while the construction and installation of the equipment and support structures will be competitively bid when Civiltec has completed the final plans and specifications. On November 7, 2022, the City issued the equipment procurement RFP through PlanetBids. Two bidders were deemed responsive and responsible: Layne Christiensen Company (“Layne”) and California Environmental Controls, Inc., as representative for Pureflow Filtration (“Pureflow”). Staff, in conjunction with Civiltec, reviewed the proposals, and scored each proposal on a variety of factors. The selection matrix for each proposal is as follows: Layne Christensen Criteria Weighting Factor Impact Factor Score Ability to meet treated water quality MCL goals 3 3 9 Ability to meet treatment capacity goals 3 3 9 3.A.8 Packet Pg. 157 Ability to provide bypass blending 3 2 6 Treatment system prepurchase cost 2 2 4 Facility construction costs (process, building, integration) 2 2 4 NPV of operation and maintenance costs 3 1 3 References and experience 2 2 4 California references 1 2 2 Local vendor preference 3 2 2 Warranties 2 3 6 Supplier services for start-up, testing, and post-installation services 3 2 6 Influent loading rate (gallons per sf of filter bed) 3 1 3 Backwash loading rate (gallons per sf of filter bed) 3 1 3 Ease of operation and requires staff technical expertise 3 2 6 Operational flexibility 3 2 6 Single Source 3 1 3 Owner preference 3 3 9 TOTAL 85 Pureflow Criteria Weighting Factor Impact Factor Score Ability to meet treated water quality MCL goals 3 3 9 Ability to meet treatment capacity goals 3 3 9 Ability to provide bypass blending 3 2 6 Treatment system prepurchase cost 3 2 6 Facility construction costs (process, building, integration) 2 2 4 NPV of operation and maintenance costs 2 1 2 References and experience 3 2 6 California references 3 2 6 Local vendor preference 3 2 2 Warranties 3 3 9 Supplier services for start-up, testing, and post-installation services 3 2 6 Influent loading rate (gallons per sf of filter bed) 2 1 2 Backwash loading rate (gallons per sf of filter bed) 2 1 2 Ease of operation and requires staff technical expertise 3 2 6 Operational flexibility 3 2 6 Single Source 3 1 3 Owner preference 1 3 3 TOTAL 87 3.A.8 Packet Pg. 158 From a purely functional point of view, Staff and Civiltec believe either supplier’s system will provide reliable and effective treatment service of iron and manganese removal over the 20-year expected lifespan of the system. The selection matrix indicated a slightly higher score for the Pureflow proposal. Overall, the Pureflow proposal appeared to be more thorough and better organized. The references listed show a much more extensive history of Pureflow installation in California and Southern California specifically. The equipment cost provided by Pureflow was 9.0% lower than the project cost provided by Layne, at $1,735,600.00 and $1,928,347.00 respectively, inclusive of tax, freight charges, and a 5% pre-purchase negotiation contingency. Staff recommends that the City Council award the contract for the equipping of the Bath Well Treatment Plant to Pureflow Filtration in the amount of $1,655,850.00, with an additional 5% pre-purchase negotiation contingency of $73,750.00. FISCAL IMPACT The project is funded with federal funds from the 2021 American Recovery Plan Act (ARPA), as approved by the City Council. Account 199-9999-425-4001 will be debited in the amount of $1,655,850.00 with an additional $73,750.00 available for contingency funds if necessary. There is no impact to the General Fund. ATTACHMENTS: RFP For Iron and Manganese Removal Treatment System RFP Response - California Environmental Controls RFP Response - Layne Christiansen 3.A.8 Packet Pg. 159 REQUEST FOR PROPOSAL EQUIPMENT PROCUREMENT FOR ON-SITE IRON, MANGANESE TREATMENT AT City of San Jacinto Bath Well WTP 254 Camino Los Banos, San Jacinto, CA 92583 November 2022 Proposal Submittal Deadline: December 16th, 2022 at 2:00 p.m. Prepared by: www.civiltec.com 3.A.8.a Packet Pg. 160 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP i TABLE OF CONTENTS 1.0 INTRODUCTION AND SCHEDULE ................................................................... 1-1 2.0 RFP SUBMITAL REQUIREMENTS, SELECTION CRITERIA AND BIDFORM ................................................................................................................ 2-1 2.1 HISTORICAL WATER QUALITY DATA AND TREATMENT GOALS ... 2-1 2.2 DRAWINGS ..................................................................................................... 2-2 2.3 SUBMITTALS ................................................................................................. 2-2 2.4 SUPPLIER SELECTION ................................................................................. 2-2 2.5 PROPOSAL ...................................................................................................... 2-3 2.6 PROPOSAL CHECK LIST .............................................................................. 2-3 2.7 EVALUATION OF PROPOSALS ................................................................... 2-5 2.8 EVALUATION CRITERA .............................................................................. 2-6 2.9 BIDDERS QUESTIONS ................................................................................ 2-12 2.10 BID FORM ..................................................................................................... 2-13 3.0 CONDITIONS OF AWARD ................................................................................... 3-1 3.1 PAYMENT ....................................................................................................... 3-1 3.2 LEAD TIME AND DELIVERY ...................................................................... 3-1 3.3 SYSTEM STARTUP AND TESTING ............................................................. 3-1 3.4 WARRANTY ................................................................................................... 3-1 3.5 SUPPLIER RESPONSIBILTIY FOR GUARANTEES ................................... 3-3 4.0 EQUIPMENT SPECIFICATIONS AND DESIGN CRITERIA ......................... 4-1 4.1 GENERAL ........................................................................................................ 4-1 4.2 SITE CHARACTERISTICS ............................................................................. 4-1 4.3 DESIGN CRITERIA ........................................................................................ 4-1 4.4 AUTOMATIC CONTROL ............................................................................... 4-6 5.0 PERFORMANCE AND EQUIPMENT SPECIFICATIONS .............................. 5-1 5.1 SKID MOUNTED CHEMICAL DOSING SYSTEMS ................................... 5-2 5.2 METERING PUMPS ........................................................................................ 5-5 5.3 CHEMICAL STORAGE TANKS .................................................................... 5-9 6.0 ATTACHMENTS .................................................................................................... 6-1 6.1 WATER QUALITY TEST REPORTS (ATTACHMENT-A) ......................... 6-1 6.2 CONCEPTUAL DRAWINGS (ATTACHMENT-B) ...................................... 6-1 3.A.8.a Packet Pg. 161 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 1-1 1.0 INTRODUCTION AND SCHEDULE Request for Proposals (RFP) is sought for evaluation of an integrated equipment for the “San Jacinto Equipping of Bath Well Water Treatment Plant (WTP)”, designed to remove iron and manganese to project goals listed in this RFP. The City of San Jacinto (Owner) is providing this RFP to select suppliers of packaged water treatment systems to evaluate costs, configuration, and options to remove iron and manganese from their Bath and Artesia wells. This RFP is being provided to the following treatment system suppliers for consideration: •Filtronics Inc 16872 Hale Ave, Irvine, CA 92606 714-630-5040 •Pureflow Filtration Division 6739 Washington, Whittier CA 90601 562-945-3425 •Layne Christensen Company 1717 W. Park Ave, Redlands CA 92373 909-390-2833 Key proposal dates are list below •Request a site visit from Owner: o November 15, 2022 •Attend an optional site visit to Bath WTP: o Week of November 28 to December 2. o To be scheduled if requested. •Submit questions on RFP: o December 7, 2022 3:00PM o All registered Suppliers receiving this RFP for consideration will receive all received questions and responses on December 12, 2022 •Submit proposal through Planet Bids for consideration to be the selected Supplier: o December 16, 2022 2:00PM o An account for Planet Bids may be obtained at www.sanjacintoca.gov/ government/bidsProposals •14-day pilot testing at site o 15-days following selection of Supplier 3.A.8.a Packet Pg. 162 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 1-2 The proposals will not be opened publicly on the due date. The proposals will be analyzed based on the requirements herein. Notification of the selected Supplier will be given to all Suppliers having submitted a proposal as soon as possible. 3.A.8.a Packet Pg. 163 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-1 2.0 RFP SUBMITAL REQUIREMENTS, SELECTION CRITERIA AND BIDFORM The purpose of this request for proposals (RFP) is to solicit qualified suppliers of packaged water treatment systems to provide proposals for an iron and manganese removal treatment system for the City of San Jacinto’s (Owner) Bath Water Treatment Plant. Civiltec Engineering Inc (Engineer) has been hired by the Owner to assist with soliciting treatment system proposals, working with the selected Supplier to develop construction level drawings and specifications of the treatment system for pre-purchase by the Owner. The Supplier will have additional requirements to assist the construction contractor (Contractor) with the installation, inspection, startup/testing and training of Owner operations staff, and developing an Operations and Maintenance Manual for the system. The new treatment system will be housed in a building to be designed and installed by others based on the footprint provided by the selected treatment system supplier. Yard piping and yard electrical/communications will be designed and installed by others. 2.1 HISTORICAL WATER QUALITY DATA AND TREATMENT GOALS The new treatment system will receive raw ground water from two Owner wells, Bath, and Artesia. The new treatment system will be required to remove target constituents iron and manganese from any combination of waters from the two wells and reduce the constituents to below 80% of the California Division of Drinking Water’s MCL. To provide an additional level of reliability should water quality deteriorate in the future, the new treatment system will be required to perform the treatment goals with the assumption of iron and manganese at twice the historical water quality worse case measurements. The Supplier’s proposal shall provide a design and warranty meeting these treatment system capabilities. RAW WATER QUALITY Comprehensive water quality data obtained between 2019 and 2022 for the project wells is available in Appendix-A of this RFP for Supplier use in designing the treatment system. The project treatment system goal requirements for removal of iron and manganese are listed in Table-1 below. Table-1: Iron and Manganese Treatment System Capabilities Requirements Constituents Unit DDW MCL Design Influent Maximum Target Effluent Criteria Iron µg/L 300 220 <240 Manganese µg/L 50 260 <40 3.A.8.a Packet Pg. 164 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-2 2.2 DRAWINGS Attachment B contains drawings showing: The existing site layout. The conceptual site layout with new treatment system. Conceptual full scale process flow diagram. Conceptual pilot study process flow diagram. The Supplier shall revise the conceptual process flow diagrams provided in the RFP as they will be solely responsible for determining the needs to meet project treatment goals, configuration, and warranty requirements. 2.3 SUBMITTALS Suppliers shall submit detailed information on the treatment system to be provided including: •Process flow diagrams of overall treatment systems and subsystems •Estimated data on operations o Power consumption o Chemical consumption o Water consumption o Frequency of maintenance o Labor hours of maintenance o Control descriptions o Maintenance descriptions •Detailed manufacturer data sheets on proposed equipment •Conceptual dimensioned drawings of equipment layout •Detailed draft warranty language •Capital costs for pilot field work and final treatment system equipment •Operation and maintenance costs over a 20-year life cycle horizon 2.4 SUPPLIER SELECTION Supplier selection will be based on the evaluation criteria listed in Section 2.8. The Owner and the Engineer will review all proposals based on the criteria. All differences to that which was specified must clearly be listed and explained and will be evaluated by the Engineer and Owner. Once the proposal is evaluated and the Supplier selected, the Supplier shall perform a 7-14 days long pilot study commencing no later than 15 days after the notice of selection. The 3.A.8.a Packet Pg. 165 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-3 Suppliers pilot study report containing the results of the pilot study shall be submitted to the Owner within 7 days of the completion of the report. The pilot study shall fine tune the proposal and if any process element needs to be added shall be indicated in the report. Piloting shall consist of one or more media types, varying bed depths, pH adjustment, or coagulants as deemed appropriate by the Supplier. Once the proposal is selected, the Supplier shall provide additional information, including but not limited to: CAD files, Plant 3D files, and/or STP files of the equipment and two (2) sets of detailed technical submittals and requested information for review by the Engineer. The selected Supplier shall anticipate weekly meetings via video teleconference during the initial design phase of the treatment system. In this phase the Engineer will develop structural drawings for the building to house the Supplier’s treatment system and well as electrical supply support, yard piping. The Supplier will be required to work with the Owner and Engineer to modify the equipment layouts to aid in integrating the treatment system to the existing site facilities. Once the treatment system design is accepted by the Owner, the Owner will issue authorization to commence with fabrication and procurement of equipment. Once the full site integration construction documents are prepared the Owner will select a General Contractor for construction of the Supplier’s treatment system and the site improvements to support it. 2.5 PROPOSAL The Supplier shall submit in electronical format with package containing an electronic version in PDF format (searchable file) of the proposal and drawing in DWG, Plant 3D and/or STP format to the Engineer. Include in each proposal the following as a minimum (attach table in Bid Proposal). Any additional information shall be requested in the equipment specifications. Each proposal shall be emailed to the Owner by the due date and have marked on the title of the package: BATH WTP IRON AND MANGANESE TREATMENT PLAN PROPOSAL. 2.6 PROPOSAL CHECK LIST Treatment System - Proposal Check List (Must be included in proposal) No. Description Check 1. Name and address of Supplier and his authorized agent.  2. Cover Letter  3. Bid Schedule (Provided)  4. Lead time to prepare technical submittals.  5. Lead time to deliver equipment.  6. General Arrangement of the supplied equipment and P+ID drawings  3.A.8.a Packet Pg. 166 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-4 No. Description Check 7. List of at least five references of similar installations including organization, contact person, phone number, and number of years of operating experience at each installation.  8. Design Criteria, System Data and Effluent Quality Data assumed to design the system.  9. Pilot Study P & ID Diagram (show number of test vessels, varied bed depths, varied media types, pH or coagulants/chemicals pretreatment if deemed appropriate)  10. Full Scale P & ID Diagram  11. Detailed equipment specifications for the Engineer to evaluate during the selection process.  12. Detail specification of the filtration media.  13. Cost of filter media to fill the first load.  14. Provide sections views of filter vessel illustrating depths of treatment media, support media, nozzles, freeboard, vessel partitions, piping connections.  15. Dimensioned sketch of layout for footprint of the equipment  16. Cost of Sodium Hypochlorite Dosing (and other chemicals if applicable)  17. Name and number of contact person to whom technical questions may be directed.  18. Detail description of the equipment controls narrative and operation of the equipment. Provide data sheets on proposed PLC make/model and HMI interface  19. Materials used in construction.  20. Coatings/linings used on Equipment. Assertion of NSF compliance where applicable.  21. Experience of company in this field.  22. Local service available or nearest service center.  23. Warranties offered above those specified.  24. Time at which warranties become effective.  25. Provide Estimated Maximum and Minimum Headloss Through System Provide Estimated Recommended Headloss For Initiating a Backwash Cycle  26. Annual Power Usage and Cost (assume $0.20/KWH).  27. Annual Chemical(s) Consumption and Cost (Use $2.18/gal 12.5% for sodium hypochlorite)  28. Annual total labor hours to perform operation and maintenance work (assume labor cost $120/hr)  29. 20 Year Net Present Value O & M Cost  3.A.8.a Packet Pg. 167 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-5 2.7 EVALUATION OF PROPOSALS The Owner and Engineer shall evaluate the proposals based upon the various criteria with impact factors assigned to them and a weighting factor based on the opinion of the reviewer. An example of the scoring criteria is provided on the next pages. A higher score suggests a better selection for the Owner’s new treatment system. Please note the selection criteria and impact values shown is subject to revisions and criteria may be added/removed/modified based on changes in the Owner’s understanding of the treatment system. 3.A.8.a Packet Pg. 168 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-6 2.8 EVALUATION CRITERA IRON AND MANGANESE TREATMENT SYSTEM SUPPLIER PROPOSAL SELECTION CRITERIA Criteria Criteria Data Required Treated water quality MCL goals Filtered water will meet project treated water quality MCL goals Volume of treated water produced annually Annual treated water production Higher hydraulic loading rate (smaller footprint) Ability to reduce footprint of building housing the system Ease of operation and require staff technical expertise Ease of access to controls and miniatous, and the ability to be operated by wide range of staff Operational flexibility The ability to have one unit having out of service and still maintain treatment operations Treatment facility equipment capital costs Overall Treatment Equipment cost quoted from supplier Installation/integration facility equipment capital costs (building, and integration to existing facility) Overall installation and integration cost by Owner NPV of operation and maintenance costs Net present value of annual costs for power, consumables, repairs, labor Experience Previous projects of similar nature References A review of Supplier's previous clients with similar systems and post installation results Local vendor preference Ability to service the system quickly if needed Warranties Duration and extents of warranty on equipment and media per volume of treated water meeting effluent goals Single source The extents to which the Supplier can provide all materials w/o the need for sub-suppliers Volume of sludge produced Volume of sludge requiring drying and disposal Volume of annual unrecoverable backwash waste water Volume of annual unrecoverable backwash waste water Ability to provide bypass blending The extents to which the Supplier's treatment system can allow raw water bypass blending Owner preference Owner's preference of system configuration, operation, and support Impact Factor: 1 = Low, 2 = Medium, 3 = High Weighting Appraisal: 1= poor, 2 = Acceptable, 3 = Best Higher score is better 3.A.8.a Packet Pg. 169 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-7 • Treated Water Quality MCL Goals (Impact Factor = 2) This criterion evaluates the proposed system’s ability to meet effluent water quality MCL goals as defined in this RFP. Higher evaluation value will be assigned to proposals that meet/exceed treated water quality goals. • Volume of Treated Water Annually Produced (Impact Factor = 2) This criterion evaluates the proposed system’s capacity to produce treated water meeting project treatment goals assuming a 24-hr 7-days per week continuous operation. Higher evaluation value will be assigned to proposals that provide higher annually treated water • Higher Hydraulic Loading Rate (Smaller Footprint) (Impact Factor = 2) This criterion evaluates the proposed system’s footprint. A smaller footprint would allow a smaller building to house the system. This criterion also needs to be balanced with a well thought out placement of valves, controls, and maintenance access (see next criterion). The Supplier shall provide a preliminary scaled dimensional drawing of equipment layout to illustrate the system’s footprint management. The layout should provide safe separation between equipment components and have controls oriented for convenience. Higher evaluation value will be assigned to proposals that provide a smaller footprint and maintains convenient access to controls maintenance features. • Ease of Operation and Require Staff Technical Expertise (Impact Factor = 3) This criterion evaluates the proposed system’s ability to allow physical access to valves and controls during operation and maintenance, and the level technical expertise required by the Owner’s staff to operate and maintain the system. A lower level of technical expertise required by Owner’s staff to maintain and operate the system would allow greater flexibility staff use and reduced costs. Higher evaluation value will be assigned to proposal that provide better ease of operations and reduced technical expertise required of staffing. 3.A.8.a Packet Pg. 170 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-8 • Operational Flexibility (Impact Factor = 3) This impact is defined as the ability of the proposed alternative/equipment to provide operational flexibility in terms of one unit having out of service and still maintain treatment operations. Higher evaluation value will be assigned to proposals that provide better operational flexibility. • Treatment Facility Capital Costs (Impact Factor = 2) Supplier shall provide the lump sum cost for packaged items listed in the bid schedule. The bid schedule representation of initial capital cost is understood to be a representation of the needed equipment proposed by the Supplier at the time of the proposal. The results of the pilot study may require more or less equipment or materials than originally anticipated resulting in additional or reduced costs. The Supplier shall include in their capital costs estimate the cost for pilot testing refining of the final design documents. Final capital costs will be determined after completion of the pilot study through negotiations with the City if necessary. Those proposing are made aware that the final capital costs over 10% of the original proposed amount will be cause for renegotiations or termination of contract and readvertising of this RFP for proposals. Higher evaluation value will be assigned to proposals that provide reduced Treatment facility equipment costs. • Installation/Integration Facility Equipment Capital Costs (Impact Factor = 2) Owner will evaluate the site layout plan proposed by the supplier. The capital costs to integrate the Supplier’s proposed treatment system into the existing site will be estimated by the Owner to include costs, such as a building to house the equipment, yard piping/valving, electrical, and control systems integration into existing controls and upgrades required. Higher evaluation value will be assigned to proposals that provide reduced facility installation and integration costs. • 20-Year O&M Cost and Net Present Value (NPV) Supplier shall provide annual operation and maintenance cost including items that are required to be replaced. The Supplier’s proposal shall assume a 20- year horizon on the treatment system and provide costs to maintain the system fully functional over the time period. Provide the present value of O&M expenditures using a discount factor of 3.0% and provide detailed tabulated 3.A.8.a Packet Pg. 171 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-9 calculations for each of the 20 years evaluated according to the present value formula: Where t = year, xt = maintenance cost for year t, and i = discount factor The O&M cost estimate shall include but not limited to: • Cost of electricity power o Use $0.20 $/kWh as an average rate • Cost of filtration media replacements • Cost of chemical dosing o Use 12.5% sodium hypochlorite cost of $2.18/gallon o Provide concentration and MSDS sheet on any other chemicals required for the treatment system, their annual estimate consumption, and unit costs. • Cost of decant tank operation and Maintenance • Cost of sludge treatment and solids disposal. o Supplier to provide estimate of annual volume and density of sludge and the Owner will estimate treatment and disposal costs • Owner’s staff required annual maintenance hours shall also be provided. o Use an Owner’s staff maintenance hours fully burdened labor rate of $120 per hour for year 1. • Contracted maintenance for media replacement, pump/valves and instruments repairs/replacements o Detail line items for estimated maintenance tasks and costs The Owner will prepare an estimate of capital and O&M costs to integrate the Supplier’s proposed treatment system into the existing site, such as a building to house the equipment, yard piping/valving, electrical upgrades required to combine with the Supplier’s O&M NPV estimate. Higher evaluation value will be assigned to proposals with reduced overall facility NPV. 3.A.8.a Packet Pg. 172 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-10 • Experience (Impact Factor = 2) Technology that has been available to the market, which has been tried and tested throughout years of published work, is considered beneficial. Supplier shall provide relevant information of the system and experience of supplying/installing their proposed system in California. Higher evaluation value will be assigned to suppliers that possess better overall experience and have installed similar facilities. Provide installed facilities reference lists in proposal. • Reference(s) (Impact Factor = 2) Technology that is highly regarded in industry by operators, engineers, and regulators alike, is considered to be beneficial and considered a favorable representation from these respective entities. Frequent, reoccurring, and established favorable outlook from these entities also affects the benefits of the technology. The proposal shall provide references and client contact information of projects of similar treatment systems. References will be contacted and a higher evaluation value will be assigned based on positive reference feedback. • Local Vendor Preference (Impact Factor = 3) Availability and proximity of Supplier is always beneficial to the end user. Supplier located in closer proximity to the end user will obtain higher evaluation values. In addition, the sealed proposal shall include contact information of local services for all equipment. • Warranties (Impact Factor = 3) It is imperative that the Supplier provides assurance that their equipment will operate with minimal problems to the Owner; however, if any problem occurs at any time, it’s the responsibility of the Supplier to offer any service necessary to rectify any problems in a timely manner at no cost to the Owner. Furthermore, if equipment replacement is required, all equipment replacement shall be at no cost to the Owner. Higher evaluation value will be assigned for longer and more comprehensive warranty period and quality of warranty coverage. 3.A.8.a Packet Pg. 173 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-11 • Single Source (Impact Factor = 1) Single source Supplier will be preferred over many sources for a complete system. A higher evaluation value will be assigned to proposals where the Supplier directly provides to the greatest extend components of the treatment system. • Volume of Sludge Produced (Impact Factor = 1) Minimizing the Owner’s requirement for treatment, handling, and disposing of sludge produced by the system will be assigned a higher evaluation value. The Supplier shall demonstrate with calculations the estimated annual volume of sludge from the treatment system. • Volume of Annual Unrecoverable Backwash Wastewater (Impact Factor = 2) Minimizing the Owner’s requirement for water losses by the system for backwash maintenance will be assigned a higher evaluation value. The Supplier shall demonstrate with calculations the estimated annual volume unrecoverable water from backwash maintenance from the treatment system. • Ability to Provide Bypass Blending (Impact Factor = 2) Bypass blending would allow raw untreated water to be blended with the treated water and reduce costs for power, chemicals, and wear and tear on the treatment system. Treatment systems with the ability to allow bypass blending will be assigned a higher evaluation value. • Owner Preference (Impact Factor = 3) The Owner will provide a preference based on opinions of their support/operations staff, experience on similar systems and equipment, and opinion of the of the overall completeness and details of the Supplier’s proposal. The technical proposal should address all the above items. All proposals shall comply with the equipment specifications, or the proposal will be considered non-responsive. 3.A.8.a Packet Pg. 174 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-12 The included Bid Schedule must be filled out as part of the technical proposal and attached to the submittal. 2.9 BIDDERS QUESTIONS Written questions or objections to specifications or bidding procedures must be received by the Engineer by the schedule listed in Section-1 of this RFP. Questions regarding this bid should be submitted to the City of San Jacinto’s designated consultant Project Manager, Steven Walker of Civiltec Engineering. Questions must be submitted via email to SWalker@Civiltec.com by the date listed in Section-1 of this RFP. The representative may be contacted at his office number at (626) 357-0588, however only written questions will receive a formal response. All questions and responses will be sent to all registered Suppliers receiving a copy of the RFP at the date listed in Section-1 of this RFP. 3.A.8.a Packet Pg. 175 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-13 2.10 BID FORM ITEM NO.DESCRIPTION PILOT TESTING AT BATH WTP Provide draft and final pilot treatment design plans. Perform site visits to confirm pilot system integration requirements Provide and install panel/skid mounted pilot test equipment, including: · Chemical(s) and chemical(s) storage · Dosing pump(s) · Filter vessel(s) · Rotameters w/transmitter · Motorized ball valves · Pressure sensors/transmitters and analog gauges · Pilot control panel/plc/data logger · Control panel/system to perform automated control of filter and backwash cycles and dosing pumps Perform pilot test for 14 days, provide continuous support Provide laboratory analysis of influent and effluent grab samples or continuous online analyzer(s) for target constituents Develop draft and final pilot test report Update estimated O&M costs of a full-scale treatment system from RFP Firm Total Price for complete and functional pilot testing program package $_____________________ and written $________________________________________________________ ITEM #1 PROPOSAL BID FORM 3.A.8.a Packet Pg. 176 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-14 Proposal Bid Form – Continued TREATMENT SYSTEM (2,500 GPM CAPACITY) Minimum of two (2) horizontal or vertical pressure filter vessels operating in parallel with media and including: · Design phase draft and final submittals, drawings and specification revisions, and final design drawings and specifications · Fabrication, shop testing, and delivery to San Jacinto California of treatment system · Pretreatment reaction vessel(s), if applicable · Backwash pumping and controls (1 duty pump, 1 standby pump) · Air scour system, if applicable (1 duty blower, 1 standby blower) · Chemical(s) metering pumps (1 duty pump, 1 standby pump) · Chemical(s) dual wall containment tanks and day tank (30 day chemical supply) · Treatment system control panel/system with status outputs to existing site PLC control system · Assist the installation contractor, installation inspection, startup/testing, warranty · Provide startup and testing services from pumping and air scour equipment suppliers · Provide startup and training to Owner's staff · Provide operations and maintenance manual for treatment system Firm Total Price for complete and functional system equipment package $_____________________ and written $____________________________________________________ ITEM #2 3.A.8.a Packet Pg. 177 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-15 Proposal Bid Form – Continued 3.A.8.a Packet Pg. 178 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 3-1 3.0 CONDITIONS OF AWARD 3.1 PAYMENT Payment for the equipment and services furnished by the successful Supplier proposal will be paid in accordance with a payment schedule agreed to by the Supplier and Owner. Payments shall be made according the following project milestones: 30% upon contractual acceptance of the Supplier proposal by PWP 30% for materials following approved Shop Submittals/Drawings 30% upon delivery of the system components to the project site 10% following media delivery and furnishing written certification of satisfactory installation, startup and testing, and meeting DDW and all regulatory acceptances. A payment schedule shall be included in the proposal. 3.2 LEAD TIME AND DELIVERY Supplier shall include lead time to fabricate items after the purchase order will be issued. Cost of shipping all supplied equipment and off-loading to the San Jacinto work site shall be included in the proposal price. 3.3 SYSTEM STARTUP AND TESTING The selected Supplier shall provide field support and general oversight of the general contractor during the initial startup of the treatment system. Initial startup shall be conducted with media loaded in the vessels. The field support shall assist in trouble shooting the system of any anomalous results. System startup support shall include both written and verbal instructions to the installation contractor, identifying slow filling rates of vessels, initial flush to waste, sampling, and trouble shooting. The Supplier shall provide field services of their equipment suppliers to resolve any anomalous startup/testing issues, including equipment such pumps, instruments, or controls. 3.4 WARRANTY Supplier warrants to the Owner that all equipment, materials and work covered by the equipment specification will conform with the specifications, drawings, and other descriptions supplied to the Contractor and will be new, fit, and sufficient for the purposes for which they are intended as evidenced in this Award and in the drawings and specifications referred to therein, of good material, design and workmanship, free from defects, and will fulfill satisfactorily the operating conditions specified herein. At the request of the Owner, the Supplier shall promptly, at no cost to the Owner, either repair or replace (including prepayment of all packing and transportation costs) any 3.A.8.a Packet Pg. 179 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 3-2 equipment, materials or work covered by this Award which within (minimum) one year after being accepted in writing by the Owner, or placed in regular use by the Owner, whichever occurs first, shall in normal use and service and under proper operation, fail to conform with the foregoing guarantees of Supplier. Any extended warranties offered and accepted by the Owner shall be in force. Warranty and Guarantee Definitions: “Breakthrough” shall be defined as the point in time when a single treatment system vessel effluent water quality changes from below project treatment goal to equal or greater than project treatment goal detect for iron or manganese measurements. “Early breakthrough” shall be defined as the detection of iron or manganese equal to or greater than the project treatment goals in the effluent of a single treatment vessel prior to the Supplier’s guaranteed treatment capacity in terms of treated bed volumes, in units of gallons treated. Water quality data collected by the Owner from the 2 well sites provides iron and manganese and other key water quality constituents measurements from recent years and is included as Attachment-A of this RFP. The Supplier shall utilize the water quality data, in part, to determine their treatment system configuration in a manner to meet treatment requirements goals listed section 1.01 of this RFP. The Supplier shall provide a iron and manganese Treatment Capacity Performance Guarantee on meeting a treatment capacity and goals of no early breakthrough of iron and manganese in any one of the supplied vessels at the rated total system capacity of up to a 2,500 gpm maximum flowrate in terms of treated bed volumes of water. The Supplier shall base the breakthrough point estimate in terms of treated bed volumes conservatively referring to water quality analysis reports data provided with this RFP and the capabilities of their treatment system design. The Supplier shall provide a written and notarized Treatment Capacity Performance Guarantee of the number of treated bed volumes of groundwater (in gallons) before breakthrough occurs for the treatment system that would require media replacement or system modifications. Early breakthrough of iron and manganese shall be warranted for the guaranteed treatment capacity of media bed volumes (in gallons) after acceptance of the treatment system installation by the Owner. All cost for inspections, meetings, or additional materials, media, or equipment and labor to resolve an early breakthrough failure and bring the treatment system back into treatment compliance with project removal goals, shall be at the expense of the Supplier. Post-acceptance of the treatment facility by the Owner and upon notification by the Owner of early breakthrough, the Supplier shall promptly coordinate a visit to the site and evaluate the subject treatment system. The Supplier shall prepare a written report to the Owner of the site visit findings and provide recommendations to bring the treatment system back in compliance with project iron and manganese removal goals. 3.A.8.a Packet Pg. 180 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 3-3 The Supplier’s treatment system guarantees and warrantees shall be provided on company letterhead and signed by authorized officer of the Supplier. During the guarantee period, if any part or equipment component is defective or fails to perform when operating at design conditions, the Supplier shall repair or exchange such defective part(s). 3.5 SUPPLIER RESPONSIBILTIY FOR GUARANTEES Approval of Supplier's drawings by the Owner shall not relieve Supplier of their obligations under this Award or otherwise nor constitute Owner's assumption of responsibility for the accuracy or adequacy of any of Supplier's information or work incorporated in such documents, nor shall Owner's acceptance of the equipment and items furnished by Supplier under this Award relieve Supplier of his obligations under his guarantees set forth in this Award or otherwise. 3.A.8.a Packet Pg. 181 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 4-1 4.0 EQUIPMENT SPECIFICATIONS AND DESIGN CRITERIA 4.1 GENERAL The following equipment specifications are given to provide a design, sizing, and performance basis for the required equipment. It is the responsibility of the Supplier to guarantee compliance with these specifications and the operation of the equipment for its intended use. 4.2 SITE CHARACTERISTICS A. Treatment System Site Elevation: 1576± Feet B. Max. Temperature: 115° F C. Min. Temperature: 30° F D. Average Total Precipitation: 14.5 Inches 4.3 DESIGN CRITERIA The project treatment system will be utilized to treat raw ground water from two of the Owner’s wells, Artesia and Bath. The iron manganese treatment shall be capable of operating on any combination of flow from these two wells. Water quality reports for the two wells has been provided with the RFP. The Supplier shall propose a treatment system under the assumption that two times the worse measured level of iron and manganese in the RFP supplied water quality historical test result will be present. The treatment system shall include a bypass blending line to combine raw untreated well water with treated water if the Supplier system determines this strategy can achieve treatment goals. Although not required at the time of this RFP, the selected Supplier will be required to provide anchoring details and concrete support slab required thickness design details for each vessel or skid system and supporting calculations prepared by a California registered Professional Engineer. Table 4-1: Equipment Design Criteria Operation and Treatment Criteria Design Treatment System Flow Rate, gpm 2,500 Raw Water Sources Available System Feed Pressure, psi 40 to 100 Treatment System Maximum Allowable Pressure Drop, psi 12 Effluent Iron Measurement, µg/L See Section-1 Effluent Manganese Measurement, µg/L See Section-1 Raw Water Bypass Blending Max Ratio (if any) To be determined by Supplier Treatment Vessels Size/Quantity By Supplier Type Vert or Horiz Material Steel 3.A.8.a Packet Pg. 182 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 4-2 Pressure Rating (min), psi 150 Coating/Lining Exterior Coating: Surface preparation: SSPC=SP6-63 Two coat system: Tnemec Series N69F 4-5mils DFT Tnemec Series 1074 2-3mils DFT Interior Lining: Surface preparation: SSPC-SP10-63 Two coat system: Devoe BarRust 233H 14-18mils DFT NSF 61 Certified Vessel Design and Appurtenances ASME Boiler Code Section VII Div 1 130 PSI Min ASME Torisperical heads w/knuckled crown radius 14”x18” accessway Lifting lugs Fabricated steel supports Filter Underdrain System Supplier designed to meet treatment goals and maximum headloss set forth in this RFP Provide detail on supporting beds type and depths, nozzle data Filter Media Meets NSF 61 standards Supplier to submit data on proposed media type, uniformity coefficient, effective size, gradation, coatings or additives. Piping, Valves, Instruments, and Controls Differential Pressure Provide Dwyer DP to measure HL across filters for backwash initiation Pressure Gauges Wika 4.5” Dial Copper alloy bourdon tube Diaphragm seals Brass isolation valves Influent and effluent each filter one on common headers Sampling Cocks Located at: Raw water Each filter influent Each filter effluent Plant effluent Backwash outlet 3.A.8.a Packet Pg. 183 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 4-3 Valves >2” Wafer type butterfly valve (AWWA C504) <=2” brass ball valve Provide air/vacuum release valves per each vessel meeting AWWA C512 Valve Automatic Actuators Located at: All influent lines All effluent lines Backwash supply Rinse valves Electrically Driven Include limit switches Include manual operators Accepting 4-20 mA DC command signal Piping >=3-inch: 125# Flanged, cement lined EPDM gaskets ANSI/AWWA C115/A21.15 ANSI/AWWA C110/A21.10 <=2.5-inch galvanized steel SCH40 Provide unions or flanged joints valve/equipment Label all piping and identifying service and flow direction Flow Meters Type: Magnetic, Tigermag or approved equal Locations: Each filter influent Backwash influent Provide local readout for each meter of flow, totalizer, and remote data signal to the treatment system control panel for display of current flowrate Backwash System Pump Size By Supplier Pump Quantity Two (1 duty/ 1 standby) Source Water Onsite Finished Water Reservoir (Yard piping by others) Type Packaged, Skid Mounted, Integral Control Panel 3.A.8.a Packet Pg. 184 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 4-4 Blowers (if applicable) Size by supplier 2 Minimum (1 duty/ 1 standby) Valves >2” Wafer type butterfly valve (AWWA C504) <=2” brass ball valve Pressure Indicators Wika 4.5” Dial Copper alloy bourdon tube Diaphragm seals Brass isolation valves Automatic Actuators Electrically Driven Include limit switches Include manual operators Accepting 4-20 mA DC command signal * Yard piping and connection to finished water tank and new decant tank by others Backwash Waste Decanting System Tank Min Size 7 Days Backwash Volume Type Bolted Steel AWWA D103 or Welded Steel AWWA D100 (Foundation by others) Max Water Level Height, Ft 16 Slosh Height Allowance, Ft 4 Total Max Tank Height, Ft 20 Diameter Supplier to Size Access Features 1) 36”x36” roof access hatch w/fall arrest system 2) OSHA compliant exterior ladder, caged 3) OSHA compliant interior ladder Ultrasonic Sludge Level Indicator (Sensor and Transmitter) * Pulsar Sludge Finder-2 or approved equal Float Type Water Level Indicator (Sensor and Transmitter) * Magnetek 7110 series or approved equal Analog Liquid Level Float and exterior tank gauge board Floating Decanter 6” Float-a Dock or approved equal 3.A.8.a Packet Pg. 185 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 4-5 Nozzles/Connections Roof flanged connections sized for proposed level indicators (4-inch min) One spare 6-inch flanged roof connection w/blind flange Roof vent: 20-inch mushroom type Sidewall connections: 6-inch flange influent 6-inch flanged effluent 6-inch flanged drain 3-inch flanged sludge removal 1-inch sludge sample point 2-inch flushing 4-inch spare 36”x24” maintenance port 6-inch overflow with weir elbow and discharge piping *Decanting system yard power and communication conduits by others. Comm data to be reported to treatment system control panel and display screen. Backwash Return Pumps Size 250-gpm/100-psi Type Centrifugal VFD/Prepackaged/Skid Mounted/Integral Controls and Control Panel Suction WYE Strainer (1 duty/1 standby) Provide #150 flanged sight flow indicator on suction Flow Meter Propeller type suitable for “dirty” water Mechanical totalizer Cartridge Filter Rated For 285+ gpm 150 psi SS Housing 30” Filters (5 micron) Qty/Housing: 19 Fulflo EHG19T4F or approved equal Provide one spare set of filters (19) Chemical System Storage Volume 30 days Storage Tank Dbl Wall 110% Containment Day Tank 24+ Hours Piping CPVC Valves Ball Valve (Vented) Metering Pumps Size By Supplier No. Metering Pumps Two (1 duty/1 standby) Chemical Dosage By Supplier 3.A.8.a Packet Pg. 186 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 4-6 Chemical Residual Analyzer(s) HACH CL17sc and 200sc or equal Coatings/Linings Piping Surface Preparation SSPC-SP-6, Commercial Blast Type Two Coat System: 1 coat Tnemec Series N69 5-7mils DFT Color 15BR 1 coat Tnemec Series 1074 3-5mils DFT Color 11WH 4.4 AUTOMATIC CONTROL GENERAL A fully automated control system shall be furnished to control all the operations of filtering and backwash. The filter control panel shall provide all necessary logic and time sequences to backwash the filter system automatically without operator intervention. The automated control system shall be PLC operated. The PLC shall be fully programmed with all timed cycle settings. The PLC shall provide output signal to the exist WTP plant control system indicate the iron and manganese treatment system status as ready for call or as offline/fault. Upon a call signal from the existing WTP well pumps control system the iron and manganese treatment system shall initiate a treatment start cycle. The control panel shall be a touch-screen type HMI (12-inch minimum) with custom graphic control screen(s) depicting the treatment system and subsystems statuses, alarms, live data, and historical data. The control panel display shall provide information on treatment system parameters including: • Differential pressure for each vessel • Current status of each vessel and overall treatment system o Offline – Ready for local/remote call to treatment mode o Online – Treatment o Online – Backwash o Offline – Fault • Flow rate to each vessel • Backwash flowrate • Runtime since last backwash each vessel • Volume treated since last backwash each vessel and total system • Totalizer of treated water by treatment system (since system installation) • Current time interval setting between backwash cycles • Time remaining until next timed backwash cycle 3.A.8.a Packet Pg. 187 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 4-7 • Current differential pressure setting for backwash initiation • Faults/alarms • 30 day log history faults/alarms • Decant tank liquid level • Decant tank sludge level • Chemical tank(s) level • Chemical dosing pumps faults/alarms Adjustable system settings and operation shall be readable from an operator interface. Backwash shall be initiated by one of three occurrences: • Differential pressure across the filter system, • At a pre-selected time • Manually at the option of the operator. A selector switch shall be provided to allow the operator to choose initiation from any of these three (3) inputs; automatic when differential pressure reaches a predetermined set - point, automatic on timed intervals (optionally the timed intervals can be changed to run- time intervals) or semi-automatic initiation from a pushbutton (manual). Once initiated the backwash sequence will backwash all vessel cells. When a filter cell has completed its backwash period, it shall automatically go back into filtering without the starting or stopping of the raw water pumping system. This operation will continue, automatically backwashing each filter cell until all filter cells are backwashed. Normally all the valves will be sequenced automatically through controls mounted on the control panel board. Provisions shall be made to manually sequence all automatically activated valves form the face of the panel. The open or closed status of each valve will be indicated on the control panel face using status lights. The filter manufacturer shall provide means to properly control the rate of flow during backwash periods, independent of changes in system operating pressure. The filter control panel shall be housed in a NEMA 12 enclosure. The control panel shall be UL 508A listed. 3.A.8.a Packet Pg. 188 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 5-1 5.0 PERFORMANCE AND EQUIPMENT SPECIFICATIONS GENERAL • Scope: Suppliers shall furnish complete equipment packages as described below and in the Bid Schedule with all associated equipment for a complete and functional system. • Field service: At a minimum, the equipment Supplier shall provide the service of qualified representatives for two (2) trips and one (1) day to inspect the mechanism installation, assist in start-up/initial operations, and instruct plant personnel in the proper operation and maintenance of the mechanism. If more time is anticipated, indicate how many additional trips and additional man-days of field service are included in the proposal. • Operational service: The Supplier shall provide a minimum of two trips over the first year of operation to inspect operations and to ensure that maintenance and operations are proceeding as required. At the end of the year, the Supplier shall provide a written document stating that operations and maintenance are in place so as to not jeopardize warranties offered for the warranty. At the end of the first year, any deficiencies in the respective equipment packages shall be corrected by the Supplier, or any other deficiency identified but not part of the package shall be corrected by the Owner to maintain warranties. • Controls: The Supplier will supply the control narrative for the system that has the control logic as needed for the proper operation of the specified equipment. The Supplier shall provide programming of the control panel PLC to conform to the control narrative. • Motors: The motors provided for this project shall be Totally Enclosed Fan Cooled (TEFC) Motors with Class F insulation minimum. All motors shall have a service factor of 1.15 minimum. Motor Efficiency shall be 70% or greater for motors under 5 Horsepower and 85% or greater above 5 Horsepower. All motors to be operated on Variable Frequency Drives shall be Inverter Duty Rated. • Installation: Installation of the equipment will be in accordance with the contract drawings, Supplier’s engineering drawings, Supplier’s process flow diagram and instructions. • Equipment Supplier’s Service a. The start-up Supplier’s inspection technician shall certify to the Owner that all equipment is properly installed, and that the plant operators have been instructed on proper operation and maintenance procedures. The Supplier shall provide a letter of approval of the installation contractor’s work and that it satisfies all warranty requirements. 3.A.8.a Packet Pg. 189 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 5-2 b. Start-up, field testing and operator training: Shall be specified in the proposal and included in the purchase price. 5.1 SKID MOUNTED CHEMICAL DOSING SYSTEMS GENERAL Scope of Work a. Furnish all materials, equipment and incidentals required to install complete, ready for operation and field-test one duty and one standby chemical including sodium hypochlorite and/or other chemicals the Supplier proposes for the treatment system with all appurtenances as described in this section. The package system shall include calibration columns, flow verifications meter, pressure relief valves, and all necessary piping and controls to provide a complete system with stainless steel skid. b. The entire metering skid package and its components shall comply with all applicable safety and environmental regulations. c. Each chemical shall have individual skid with one duty and one standby pump. d. Provide individual cost proposal for each skid mounted chemical doing system. Chemical Feed Pumps Control a. The sodium hypochlorite feed pumps shall be capable of feeding sodium hypochlorite in liquid form in solution concentrations up to 15 percent from the sodium hypochlorite storage tank to the respective well discharge pipelines as shown on the drawings. The feed pumps shall be wired for semiautomatic control, furnished with variable speed motors. The start/stop commands shall be issued by the PLC through local HOA switches interlocked with the well pump motor starters for permission to run (hardwired). In normal operation the HOA switch shall be in AUTO and the well pump shall be running for the separate PLCs to start each feed pump. The separate PLCs shall monitor the feed pump running status, run time, motor fail, and seal leakage alarms. In the event of a feed pump failure, the PLC will issue a pump failure alarm. b. When the HOA switch is in HAND mode, the pump shall be started locally without the PLC intervention but still with the well pump running status required. c. For All Chemical Dosing Pumps: The feed pumps shall be wired for semiautomatic control, furnished with variable speed motors. The start/stop commands shall be issued by the PLC through local HOA 3.A.8.a Packet Pg. 190 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 5-3 switches interlocked with the well pump motor starters for permission to run (hardwired). In normal operation the HOA switch shall be in AUTO and the well pump shall be running for the separate PLCs to start each feed pump. The separate PLCs shall monitor the feed pump running status, run time, motor fail, and seal leakage alarms. In the event of a feed pump failure, the PLC will issue a pump failure alarm. SUBMITTALS Shop Drawings The skid mounted sodium hypochlorite dosing system Supplier shall submit the following to the Engineer on Record representing the City of San Jacinto Public Utilities, for their approval, six (6) sets of shop drawings for each generation system in accordance with the following: a. Manufacturer/Supplier's literature, illustrations, Specifications and bill of materials for each component of the system. Data shall include a complete description in sufficient detail to permit comparison with the technical Specifications (also include in proposal). b. Dimensions (including anchor bolt layout), materials, size, weight and performance data. c. Drawings showing fabrication, assembly, installation and wiring diagram. Wiring diagrams shall consist of, at a minimum, of control schematics, including coordination with other electrical control devices operating in conjunction with the sodium hypochlorite generator feed system. d. Motor Data: For each motor furnish a certified motor data sheet for the actual motor. e. Pump Data: For each pump furnish a performance certification indicating: head, capacity, efficiency and horsepower. f. A list of all parameters, ratings or other characteristics where the proposed sodium hypochlorite generator system deviates from the requirements set forth in these Specifications. g. Affidavits of compliance with referenced standards and codes. h. Manufacturer/supplier's standards for sodium hypochlorite skid mounted complete dosing system. i. Process flow diagrams. j. Dimensioned inlet/outlet system connections. 3.A.8.a Packet Pg. 191 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 5-4 k. The acceptable range of water pressure for proper system operation. If a pressure or flow regulator is required, it shall be provided. l. Lifting Schematics m. Anchor drawings and calculations stamped by a California Registered PE n. Seismic Loading Calculations and reactions for California Zone 4 o. Equipment List and Cut Sheets (Digital copy shall include excel or word) p. Submit documentation that all equipment and piping in contact with sodium hypochlorite is compatible (e.g. UL listed 15% concentrations of sodium hypochlorite at pH 13.5). q. For diaphragm metering pumps, submit capacity, discharge pressure, horsepower and data on assembly, anchor bolts, and mounting. Provide data on variable speed drive which shall include catalogue cuts on all drive equipment, controls, accessories, and wiring requirements. r. For motor driven equipment, submit motor data; including the manufacturer; locked rotor current in amps and motor speed in rpm. s. For instrumentation, submit catalogue cuts, wiring diagrams, and equipment data. t. Instructions. Provide field assembly, installation and operation and maintenance instructions. Operation and Maintenance Data a. The Supplier shall submit two (2) copies of preliminary Operation and Maintenance manuals and four (4) copies of the final manuals for each generation system as described below: b. A complete submittal shall include but not limited to the following: 1) Approved submittal 2) Product Data sheet identifying make, model, serial number. 3) Warranties 4) Factory Test Report 5) Operating Instructions 6) Functional Description 7) Calculations 8) Maintenance schedule 9) Troubleshooting guide 10) Repair Instructions 11) Storage Requirements 3.A.8.a Packet Pg. 192 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 5-5 12) Training Material 13) Installation and Commissioning Procedures 14) Drawings 15) List of Materials c. Required Operation Data 1) Complete, detailed operating instructions for each piece of equipment 2) Explanations for all safety considerations relating to operations 3) Recommended spare parts lists d. Required Maintenance Data 1) Maintenance data shall include all information and instructions required by plant personnel to keep equipment properly cleaned, lubricated and adjusted so that it functions economically throughout its full design life. 2) Explanation with illustrations as necessary for each maintenance task 3) Recommended schedule of maintenance tasks 4) Lubrication charts and tables of alternate lubricants 5) Troubleshooting instructions 6) List of maintenance tools and equipment 7) Name, address and phone number of manufacturer and manufacturer's local service representative. DESIGN AND PERFORMANCE CRITERIA Design and Performance Criteria a. Quantity of Metering Pumps in Skid 2 (One duty, One standby) b. Discharge Pressure Rise (psig) to be sized by Treatment System Supplier c. Power Supply 110/220V, 60hz, Single/Three Phase ADDITIONAL REQUIREMENTS All equipment shall be completely factory assembled, skid mounted, crated and delivered to protect against damage during shipment. 5.2 METERING PUMPS The chemical metering pump can be mechanically actuated diaphragm or positive displacement, peristaltic type tubing pump with a brushless variable speed motor, with user alarm set-point. 3.A.8.a Packet Pg. 193 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 5-6 a. There shall be no valves, diaphragms, springs, or dynamic seals in the fluid path. Process fluid shall contact the pump tubing assembly and connection fittings only. b. Pump shall be capable of 24 hour continuous duty, rated maximum pressure as listed in design criteria for each well. c. Suction lift shall be 30 feet of water. d. Accuracy: +/- 0.5 percent of full scale. Repeatability: +/- 0.5 percent. e. Pump shall be warranted by the manufacturer for a period of five years. The power supply shall be 120/230 VAC, 60 hz, single/three phase. Detail information of meeting pumps shall be included in the proposal that includes, but is not limited to: a. Type of Pump (e. g. peristaltic, diaphragm etcs) b. Pressure range (suction and discharge), psi c. Accuracy d. Available Input Power e. Available Control Signal f. Motor Horse Power g. Spare Part lists and replacement schedule h. Control Panel i. Skid Control Circuitry a. All control circuitry shall be integral to the pump and capable of adjusting the pump motor speed or stroke length to select the dosing rate. The pump output shall be capable of being remotely control via 4-20mA analog input. The input resolution shall be 0.01 of input value and capable of adjusting flow from 0% to 100.0% in 0.1% increments. The pump shall be capable of automatically calculating the pump motor speed required to achieve a part per million dosing output that is proportional to a variable system flow rate. The pump shall permit the user to input the dispensing chemical percentage concentration from 0% to 100.0% in 0.1% increments. The pump shall permit the user to input the 3.A.8.a Packet Pg. 194 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 5-7 dispensing chemical specific gravity from 0.1 to 9.9 in 0.1 increments. The pump shall permit the user to input a K-factor in pulses per liter from a sensor in the water system that outputs a high speed digital pulse from 0 to 1000 Hz that is proportional to the system water flow velocity. The pump shall permit the user to input the required dosing parts per million (PPM) from 0.1 to 100.0 in 0.1 increments. Provide local control panel with lights indicating pump status and HOA switch for manual startup/switch pumps. Provide a user selectable 4-20mA and 0-1000Hz output signal which are scalable and proportional to pump output volume. Provide four contact closure alarm outputs. Provide a flow verification system (FVS) with programmable alarm delay time from 1-255 seconds. FVS system shall monitor the FVS flow sensor while pump is running only. System shall not monitor pump while not running. • Local Control panel shall include the following operator controls and indicators as a minimum: a. Common failure alarm light, amber. b. Pump running light, red. c. Power on light, white. d. Hand/Off/Auto selector switch • Programming shall allow pump to be calibrated so as to display pump output in gallons/hour or liters/hour. • The pump shall be equipped with the programmable function of electronic interlocking of the keypad by access code to prevent unauthorized adjustments to the pump. • Keypad shall allow for scrolling and display on LCD such parameters as speed, pump output in gals/hr or l/hr, dosing quantity, ma input being received by pump, and indication of external mode. • An AC inverter shall be integral to the microprocessor control and function of the pump. While 115vac or 230vac, 1 phase may be used to power the pump, the inverter shall drive a 1/2 hp, 110/230vac, 1/3 phase motor. Stroke frequency shall be accomplished through microprocessor control with proportional start/stop of the motor, from 0% to 33% of stroke rate. Stroke rate shall be accomplished through variable speed of the motor from 34% to 100% of stroke rate. Stroke frequency control shall be manually adjusted by touch keypads, with the set stroke rate displayed on the lcd. The pump shall be capable of receiving a pulse input via optional external control cable such that one pulse gives one pump stroke rate. The pump shall be capable of remote on-off operation using the pause function via a voltage free contact relay through an optional control cable. In addition, the pump shall be configured with pulse multiplier/divider and analog input functionali ty. The pump shall allow factoring to issue from 1 to 9,999 strokes per pulse input or 3.A.8.a Packet Pg. 195 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 5-8 to issue 1 stroke per 1 to 9,999 input pulses. The pump shall also accept an analog signal such that stroke frequency is proportional to 0/4-20ma or 20-4/0ma, the choice of which is programmed at the pump. The pump shall allow the setting of a maximum stroke rate, which corresponds to the maximum analog signal, with stroke rate proportional to signal strength below that rate. Programming for curve processing shall also be possible, in which any stroke frequency ratio in proportion to the electrical signal can be configured. Analog to digital converters external to the pump shall not be acceptable. The pump shall be equipped with the programmable function of auxiliary frequency control, allowing for quick priming of the pump or for slug feed of process during initial start-up after shutdown. Stroke frequency shall be programmable to the maximum for the pump, and the auxiliary frequency function shall be capable of interfacing with a contact closure relay for control purposes. CALIBRATION CYLINDERS (QC-53A) Calibration cylinders shall be designed for chemical pump calibration. The calibration cylinders shall consist of a plastic mL graduated cylinder with a 3/8 inch mounting nipple. Calibration cylinder shall be GRIFFCO or approved equal. The sizes of the calibration cylinders shall be 500 ML. SAFETY The pump shall be certified to NSF Standard 61 Drinking Water System Components, UL standard 778 motor operated pump and CSA standard C22.2 process control equipment. Secondary user confirmation input required for motor reversal, and factory default configuration reset. OTHER MATERIALS Fabrications. Steel fabrications for mountings and anchorages shall conform to the requirements of ASTM A-36 for fabricated steel. Shop Coatings. All skid shall be stainless steel. Gaskets. Use Viton gaskets with sodium hypochlorite flanged connections. SKID MOUNTING The chemical pump shall be mounted on a pre-piped stainless steel skid which shall be specifically designed for Sodium Hypochlorite service. Skid shall include spill containment base platform and all components and accessories. All of the required components for the chemical feed system, including piping, valves, flow sensor valve, suction strainer, metering pump, calibration column, pressure relief valve, pressure gauge with diaphragm seal, and back pressure 3.A.8.a Packet Pg. 196 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 5-9 valve, and shall be located on the skid. The skid shall also have local PLC with HOA switches and lights indicating pump status. INSTALLATION AND START UPS Owner and or Owner’s representative will examine the equipment delivered to the site to determine that it is in conformance with the approved shop drawings. Contractor to install in conformance with manufacturer’s/Supplier’s instruction. Coordinate activities with the instrumentation, monitoring and control work. INSTRUCTION After the equipment has been installed, tested, adjusted, and placed in satisfactory operating condition, the iron and manganese treatment system supplier shall provide the services of a representative of the manufacturers to instruct the operating personnel in the use and maintenance of the equipment. Schedule the duration and dates of this instruction in consultation with the Owner. Provide breakdown of cost in proposal. 5.3 CHEMICAL STORAGE TANKS SECTION INCLUDES Scope of Work a. For all chemicals bulk storage dual wall 110% containment tanks shall be provided, Snyder Industries Captor or DCT series or approved equal. This specification covers upright, cylindrical, flat bottom tanks molded in one piece seamless construction by rotational molding. The tank (s) are designed for aboveground, vertical installation and are capable of containing chemicals at atmospheric pressure. Included are requirements for materials, properties, design, construction, dimensions, tolerances, workmanship, and appearance. If more than one chemicals are proposed to use for treatment system, a tank shall be provided for each chemical. The tank (s) will be exposed to sun light. The tank material shall be UV protected. Provide individual proposal for each chemical storage tank (s) as required in bid. CHEMICAL COMPATIBILITY Chemical compatibility shall be according to the following chemical resistance guides: Pruett, Kenneth M., "Chemical Resistance Guide for Elastomers", Compass Publications. Pruett, Kenneth M., "Compass Corrosion Guide II", Compass Publications. 3.A.8.a Packet Pg. 197 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 5-10 These references shall be considered as general guidelines only. In many cases, combinations of these chemicals are used in such a way that only the customer (by testing molded product samples) can make a determination in regards to acceptability. CLASSIFICATION Tanks are classified according to type as follows and it is the responsibility of the purchaser to specify Type I or Type II. Type I - Tanks molded from cross-linkable polyethylene resin. Type II - Tanks molded from linear polyethylene resin (not cross-linkable resin). MATERIALS – SODIUM HYPOCHLORITE <16.5% @ AMBIENT TEMPERATURE The material used shall be virgin polyethylene resin as compounded and certified by the manufacturer. Type II tanks shall be made from linear polyethylene resin as manufactured by Exxon Chemical, or resin of equal physical and chemical properties. All polyethylene resin material shall contain a minimum of a U.V. 8 stabilizer as compounded by the resin manufacturer. Pigments may be added at the purchaser's request, but shall not exceed 0.25% (dry blended) of the total weight. Indoor Storage a. Low UV exposure: HDLPE Resin, natural in color, 1.9 specific gravity, and 600psi, which meets ASTM standards. b. Moderate UV Exposure: HDLPE Resin, black in color, 1.9 specific gravity, 600 psi which meets ASTM standards. MECHANICAL PROPERTIES OF TYPE II TANK MATERIAL: PROPERTY ASTM VALUE Density (Resin) D1505 0.942-0.947 g/cc Tensile (Yield Stress 2"/min) D638 2700 PSI Elongation at Break (2"/min.) D638 350% ESCR (100% Igepal, Cond. A, F50) D1693 400-1000 hours ESCR (10% Igepal, Cond. A, F50) D1693 200-500 hours Vicat Softening Degrees F. Temperature D1525 235 Flexural Modulus D790 97,000 - 103,000 PSI 3.A.8.a Packet Pg. 198 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 5-11 DESIGN REQUIREMENTS The minimum required wall thickness of the cylindrical shell at any fluid level shall be determined by the following equation, but shall not be less than 0.187 in. thick. T = P x O.D./2 SD = 0.433 x S.G. x H x O.D./2 SD T = wall thickness SD = hydrostatic design stress, PSI P = pressure (0.433 x S.G. x H), PSI H = fluid head, ft. S.G. = specific gravity, g/cm3 O.D. = outside diameter, in. The hydrostatic design stress shall be determined by multiplying the hydrostatic design basis, determined by ASTM D2837 using rotationally molded samples, with a service factor selected for the application. The hydrostatic design stress is 600 PSI at 73 degrees Fahrenheit for Type I and Type II materials. In accordance with the formula in 6.1, the tank shall have a stratiform (tapered wall thickness) wall. The hydrostatic design stress shall be derated for service above 100 degrees Fahrenheit and for mechanical loading of the tank. The standard design specific gravity shall be 1.9. The minimum required wall thickness for the cylinder straight shell must be sufficient to support its own weight in an upright position without any external support. Flat areas shall be provided to allow locating large fittings on the cylinder straight shell. The top head must be integrally molded with the cylinder shell. The minimum thickness of the top head shall be equal to the top of the straight wall. The top head of tanks with 2,000 or more gallons of capacity shall be designed to provide a minimum of 1,300 square inches of flat area for fitting locations. Tanks with 2,000 or more gallons of capacity shall have a minimum of 3 lifting lugs integrally molded into the top head. The lifting lugs shall be designed to allow erection of an empty tank. The tank shall be designed to provide a minimum of 4 tie-down lugs integrally molded into the top head. The tie-down lugs shall be designed to allow tank retention in wind and seismic loading situations without tank damage. Refer to section 12.1 for tank tie-down accessories. 3.A.8.a Packet Pg. 199 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 5-12 DIMENSIONS AND TOLERANCES All dimensions will be taken with the tank in the vertical position, unfilled. Tank dimensions will represent the exterior measurements. The tolerance for the outside diameter, including out of roundness, shall be per ASTM D1998. The tolerance for fitting placements shall be +/- 0.5 in. in elevation and 2 degrees radial at ambient temperature. The tank shall provide required volume of storage for 15 days of supply. TEST METHODS Test specimens shall be taken from fitting location areas or piggy-back test molds. Low Temperature Impact Test a. Test specimens should be conditioned at -40 degrees Fahrenheit for a minimum of 2 hours. b. The test specimens shall be impacted in accordance with the standard testing methods as found in ASTM D1998. Test specimens < 1/2" thickness shall be tested at 100 ft.-lb. Test specimens > 1/2" thickness shall be tested at 200 ft.-lb. Ultrasonic Tank Thickness Test a. All tanks 2,000 gallons or larger shall be measured for tank wall thickness at 6”, 1ft., 2ft. and 3ft. on the tank sidewall height at 0° and 180° around the tank circumference with 0° being the tank manway and going counter- clockwise per ANSI standard drafting specifications. A copy of this test report can be ordered when placing the original tank order. All tanks shall meet design thickness requirements and tolerances. b. Tanks smaller than 2,000 gallons are only periodically measured at the start of a production run or after any design changes. Customers can place an order for tank wall thickness measurements on smaller tank sizes when placing the original order. A copy of the test report will be provided if ordered. Hydrostatic Water Test a. The hydrostatic water test shall consist of filling the tank to brim full capacity for a minimum of four hours and conducting a visual inspection 3.A.8.a Packet Pg. 200 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 5-13 for leaks. A hydrostatic water test will be conducted if ordered by the customer. b. The tank shall be visually inspected to determine such qualities as are discussed in Section 8. WORKMANSHIP The finished tank wall shall be free, as commercially practicable, of visual defects such as foreign inclusions, air bubbles, pinholes, pimples, crazing, cracking and delaminations that will impair the serviceability of the vessel. Fine bubbles are acceptable with Type II tanks to the degree in which they do not interfere with proper fusion of the resin melt. All cut edges where openings are cut into the tanks shall be trimmed smooth. TANK FITTINGS (NOZZLES) Fittings - Threaded Bulkhead Threaded bulkhead fittings are available for below liquid installation depending on the tank diameter and the placement of the fitting in the tank. Fittings must be placed away from tank knuckle radius' and flange lines. Consult manufacturer for placement questions. The maximum allowable size for bulkhead fittings placed on a curved sidewall section of tanks 48 in. to 142 in. in diameter is 2-inch size. Tank wall thickness must be considered for bulkhead fitting placement. The maximum wall thickness for each fitting size is shown below. Fitting Size Maximum Wall Thickness 1/2 in. 0.750 in. 3/4 in. 0.875 in. 1 in. 0.875 in. 1 1/4 in. 0.875 in. 1 1/2 in. 0.875 in. 2 in. 1 in. 3 in. 1.125 in. (Flat Surface Only) The bulkhead fittings shall be constructed of PVC. Gaskets shall be a minimum of 1/4" thickness and constructed of 60-70 durometer Viton. Fittings - Bolted Double 150 lb. Flange Fittings a. Bolted double flange fittings are required for below liquid level installation for sizes above 2 in. depending on the tank diameter and the placement of the fitting in the tank. Fittings must be placed away from tank knuckle radius' and flange lines. Consult manufacturer for placement questions. 3.A.8.a Packet Pg. 201 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 5-14 Bolted double flange fittings provide the best strength and sealing characteristics of any tank fitting available. Allowable fittings sizes based on tank diameter for curved surfaces are shown below. Tank Diameter Size Allowable Maximum Bolted Fitting 48 in. - 86 in. 3 in. 90 in. - 102 in. 6 in. 120 in. - 142 in. 8 in. b. The bolted double flange fittings shall allow tank wall thickness up to 2 1/2 in. c. The bolted double flange fitting shall be constructed with 2 ea. 150 lb. flanges, 2 ea. 150 lb. flange gaskets, and the correct number and size of all- thread bolts for the flange specified by the flange manufacturer. The flanges shall be constructed of PVC Type I, Grade I. Gaskets shall be a minimum of 1/4" thickness and constructed of 60-70 durometer Viton. There shall be a minimum of 4 ea. full thread bolts. The bolts will have bolt heads encapsulated in Type II polyethylene material. The encapsulated bolt shall be designed to prevent metal exposure to the liquid in the tank and prevent bolt rotation during installation. The polyethylene encapsulation shall fully cover the bolt head and a minimum of 1/4" of the threads closest to the bolt head. The polyethylene shall be color coded to distinguish bolt material (green - Titanium). Each encapsulated bolt shall have a gasket to provide a sealing surface against the inner flange. d. Standard orientation of bolted double flange fittings shall have bolt holes straddling the principal centerline of the tank in accordance with ANSI/ASME B-16.5 unless otherwise specified. Fittings - Unitized Molded Outlet a. The UMO fitting shall be an integral part of the tank and provide complete drainage of liquid through the sidewall of a flat bottom container without the use of a special support structure or concrete pad. The standard outlet provided is a PVC socket which allows solvent weld PVC pipe attachments at the tank pad level. This option is offered in 4 places (0, 90, 180, 270 degree tank locations) at the tank pad level. It provides a titanium reinforcement completely isolated from any chemical attack. b. The tank attachment shall be constructed from a PVC schedule 80 male adapter and is standard in 2,3,4 or 6 in. sizes on select tank sizes. This provides a schedule 80 pipe socket attachment (Except for the 6 in. size). Other outlet attachments are available in a variety of materials. The fitting orifice shall not be less than schedule 80 interior pipe size per ANSI B36.10-1979. O-rings shall be constructed of 70 +/- 5 durometer Viton. 3.A.8.a Packet Pg. 202 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 5-15 Fittings - Self-Aligning Threaded Bulkhead a. Self-Aligning fittings are available for installation in vapor phase applications on curved surfaces depending on the spherical dome radius and the placement of the fitting on the tank dome. Fittings must be placed away from tank radius'. Consult manufacturer for placement questions. The maximum allowable size for self-aligning fittings placed on a spherical section of the tank is shown below. Tank Diameter Maximum Fitting Size Allowable 45 in. - 48 in. 2 in. 64 in. - 142 in. 3 in. b. Tank thickness and fitting angle may need to be considered for self- aligning fitting placement. The maximum thickness and installation angle for fitting sizes are shown below. Fitting Size Maximum Angle Maximum Thickness 1 in. 27 degrees 1.000 in. 2 in. 25 degrees 0.750 in. 3 in. 20 degrees 1.000 in. • The self-aligning fittings shall be constructed of PVC or other specified material. Gaskets shall be a minimum of 1/4" thickness and constructed 60-70 durometer Viton. • All tank fitting attachments shall be equipped with flexible couplers or other movement provisions provided by the tank customer. The tank will deflect based upon tank loading, chemical temperature, and storage time duration. Tank piping flexible couplers shall be designed to allow 4% design movement. Movement shall be considered to occur both outward in tank radius and downward in fitting elevation from the neutral tank fitting placement. TANK ATTACHMENTS Tank Attachments - Sight Level Gage a. The sight level gage shall be constructed of flexible PE tubing to allow for tank contraction and expansion due to loading and temperature changes. The level gage shall be connected to the tank with 2 Ea. appropriate 3/4" fittings as described in section 10. Each fitting can have valves installed for isolation or drainage purposes. 3.A.8.a Packet Pg. 203 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 5-16 Tank Attachments - Float Level Gage a. The float level gage shall be constructed of a guided float on the inside of the tank connected to a weight indicator on the exterior of the tank with a 1/4" rope. The weighted indicator shall move along inside a clear guide pipe and may be equipped with an optional gallonage indicator board. The gallonage indicator board is made of PVC material and may be attached to the clear guide pipe. The board shall be stenciled with one hundred gallon marks and labeled every five hundred gallons. The level gage shall be connected to the tank at an appropriate tank flat on the tank dome with a 3" threaded bulkhead fittings and held along the tank sidewall with appropriate 1" fittings and stand-off connections. b. The float level gage rigid components shall be constructed of PVC or other specified material. The rope shall be constructed of polypropylene or other specified material. Gaskets shall be constructed of Viton or other specified material. Tank Attachments – Ultrasonic Level Indicator a. The ultrasonic level indicator shall consist of a 2 or 3 in., 4 – 20 mA output PVC sensor and a 3-1/2 digit display unit. The sensor may be equipped with male pipe threads and be connected to the tank with a PE bulkhead fitting, or the sensor may be Teflon faced and flange bolted to the tank with encapsulated 316 S.S. bolts. The sensor is connected to a display unit that is mounted to the containment tank. The display unit box shall be Nema 4 rated and factory pre-wired for 110 VAC power. All connections shall be labeled to prevent errors in field installation. The display unit is preprogrammed for the tank ordered. The display will show hundreds of gallons (display x 100 = gallons). Tank Attachments - Manway and Fill Cap (Non-sealed) a. Fill caps are available in a 10 in. vented-threaded style on various tank sizes with a minimum opening diameter of 7.125 in. Cap attachment shall be provided with all standard 10 in. cap placements with a polyurethane cap tie. Check SII specification drawing for availability and position. b. Manways shall be in a 18 in. vented-threaded style (minimum opening diameter of 16 in.), a 24 in. vented threaded style (minimum opening diameter of 22 in.) and a 24 in. slip fit style (minimum opening diameter of 19.25 in) on various tank sizes. Check SII specification drawing for availability and position. c. All caps and manways shall be constructed of polyethylene material. Tank Attachments - Bolted Sealed Top Manway 3.A.8.a Packet Pg. 204 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 5-17 Sealed manways shall be in 18, 20 and 24 in. sizes on certain tanks in selected positions. Consult manufacturer for placement positions. The sealed manway shall be constructed of polyethylene material. The bolts shall be Isoplast or other specified material. The gaskets shall be closed cell, crosslinked polyethylene foam and Viton materials. a. Tank Attachments - Down Pipes and Fill Pipes b. Down pipes and fill pipes shall be prepared per the customer approved drawings and specifications. All down pipes and fill pipes shall be supported at 5 ft. maximum intervals with support structures. Standard support structure design shall utilize bulkhead fitting tank attachments. Other optional designs are acceptable in submittal phase. All designs shall be done according to the specific needs of the customer. c. All down pipes and fill pipes shall be constructed of PVC or other specified materials. Tank Attachments - U-Vents a. Each tank must be properly vented for the type of material and flow rates expected. Vents must comply with OSHA 1910.106 (F) (iii) (2) (IV) (9) normal venting for atmospheric tanks or other accepted standard, or shall be as large as the filling or withdrawal connection, whichever is larger but in no case less than 1 in. nominal inside diameter. U-vents are offered in sizes from 1 in. to 6 in. with or without screening. Consult manufacturer for necessary venting and placement information. b. All u-vents shall be constructed of PVC or other specified materials. TANK ACCESSORIES Tank Accessories - Tie Down Systems a. The tie down system shall be designed to withstand 110 MPH wind loads. Tie down systems must meet seismic zone 4 requirements per CBC 2010 code. Anchor bolts shall be provided by the Supplier per the instructions and the base plates for the system. Seismic restraint calculations shall be prepared by a California registered engineer. b. The tie down system shall be offered in 304 stainless steel or other materials as specified by customer requirements. c. Mild steel parts shall be deburred and painted with chemical resistant enamel paint or galvanized. 3.A.8.a Packet Pg. 205 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 5-18 Tank Accessories – Ladder a. Fiberglass access ladders shall be provided with the polyethylene chemical storage tanks at locations as shown. Use proper chemical resistant materials when anchoring to tank dome or sidewall. Safety cages shall be added to ladders as required. Ladders must be designed to OSHA standard 2206; 1910.27. b. Ladders must be secured to the tank and secured to the concrete to allow for tank expansion / contraction due to temperature and loading changes. c. Provide cage on top (minimum 5 feet) of ladder per OSHA. d. All ladders shall be designed to meet applicable OSHA standards. Reference: OSHA 2206; 1910.27; fixed ladders. MARKING, PACKING AND PACKAGING • The tanks shall be marked to identify the product, date (month and year) of manufacture, capacity, and serial number. The tank shall be shipped with a 3 of 9, HRI bar code label containing tank description, manufacturing order number, part number, serial number, manufacturer, and date. • The proper caution or warning signs as prescribed by OSHA standard 29 CFR 1910.106 shall be customer determined and supplied. • All packing, packaging, and marking provisions of ASTM Practice D3892 shall apply to this standard. • Customer specified labeling shall be provided. • Tank shrink wrapping and bagging shall be provided per customer request. • All fittings shall be installed, removed and shipped separately. 3.A.8.a Packet Pg. 206 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 6-1 6.0 ATTACHMENTS 6.1 WATER QUALITY TEST REPORTS (ATTACHMENT-A) A copy water quality testing results from year 2019 to 2022 is provided in Attachment-A for the Supplier’s use in estimating the pilot and full-scale treatment system equipment and confirmation for the RFP. 6.2 CONCEPTUAL DRAWINGS (ATTACHMENT-B) Existing Site Layout An illustration of the existing site layout is provided for reference. Conceptual Site Layout A conceptual plan has been included to identify the primary intent of the system installation. Equipment proposals will be evaluated to determine the best fit of systems to the City of San Jacinto overall plan of providing treatment to meet design criteria, improve system operations, and fit within the footprint identified on the plans. Alternate configurations are encouraged; however, the ultimate layout of system components will need to be closely matched to those presented in the plans to fit site conditions. Conceptual Full Scale Treatment System Process Flow Diagram A conceptual process flow diagram has been included to provide the expected general arrangement and requirements. It is the responsibility of the Supplier to modify the process to meet treatment goals and warranty requirements. The Supplier shall add or remove subsystems to meet the treatment system goals and requirements. The Supplier shall consider the need for components such as reaction vessels, air scour, pH adjustment, coagulants or other features if in their opinion they will be required to meet RFP treatment requirements. Conceptual Pilot Study Process Flow Diagram A conceptual process flow diagram for the pilot study component of the Supplier’s required scope is provided to illustrate the general arrangement of the testing system. As with the full scale process flow diagram, it is the Supplier’s sole responsibility to modify the pilot process to ensure the results to be carried over to the full scale final design will ultimately provide a treatment system capable of meeting the treatment goals and warranty requirements. The Supplier shall recommend the pilot study system configuration as to the number of test vessels, the number varying bed depths, varying media types, and potential pretreatment chemicals or additives (if any) based on their evaluation of the raw water quality data and expertise in the treatment field. 3.A.8.a Packet Pg. 207 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL ATTACHMENTS 3.A.8.a Packet Pg. 208 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL ATTACHMENT-A: Water Quality Test Reports 3.A.8.a Packet Pg. 209 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) 03/09/22 16:05 3/29/2022 Temperature: 6Received on Ice (Y/N): Yes Arthur Mullen Title 22 - Artesia San Jacinto-DW-CC P.O. Box 488 City of San Jacinto Co Work Order San Jacinto CA, 92583 Reported: Project Manager: Project Number: Project: Received: Arthur Mullen C2C1260 Sampled By SampledSample NameLab Number California Drinking Water regulations require that the results for specific sources be reported to the State in electronic format. The notation "EDT" will appear on the header page of each report if this information has been sent to the State database. Also, enclosed is a copy of the Chain of Custody document (if received with your sample (s)). If you have any questions or concerns regarding this report please contact our client service department. The following samples are included in this report: Received Submitted By C2C1260-01 Joseph Youhouse 03/09/22 16:0503/09/22 7:50 Joseph YouhouseCA3310032_005_005 Note: Requested EPA 531 analysis was subcontracted to Weck Laboratories. Note: Requested EPA 547 analysis was subcontracted to Weck Laboratories. Page 1 of 9 mailing P.O. Box 432 Riverside, CA 92502-0432 CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com location 6100 Quail Valley Court Riverside, CA 92507-0704 3.A.8.a Packet Pg. 210 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Laboratory Name: Sample ID No. STATE FORM Project Manager: Date of Report:22/03/29 Name of Sampler:Employed By: Date/Time Sample Collected: Date/Time Sample Received @ Lab: Date Analyses Completed:22/03/24 System Name: Name or Number of Sample Source: System Number: ******************************************************************************** Date/Time of Sample: YY MM DD TTTT Station Number: Laboratory Code: Submitted by: ******************************************************************************* Date Analyses Completed: YY MM DD 22/03/24 Phone # :************======================================================================================*************C2C1260-01 ARTESIA WELL SAN JACINTO, CITY OF Babcock Laboratories, Inc. - Riverside Joseph Youhouse 22/03/09 07:50 22/03/09 07:50 22/03/09 16:05 Angela E. Brown CA3310032 2698 City Of San Jacinto CA3310032_005_005 CHEMICAL DLRANALYSES RESULTS MCLTEST METHOD UNITS Notes Cations EPA 200.7 mg/L CALCIUM 40 EPA 200.7 mg/L MAGNESIUM 3.7 EPA 200.7 mg/L POTASSIUM 3.0 EPA 200.7 mg/L SODIUM 22 SM 2340B/EPA 200.7 mg/L HARDNESS, TOTAL (AS CACO3)120 Anions EPA 300.0 mg/L CHLORIDE 10 0.1EPA 300.0 mg/L FLUORIDE 0.20 0.410EPA 300.0 mg/L NITRATE AS N <0.20 0.41EPA 300.0 mg/L NITRITE <0.1 EPA 300.0 mg/L SULFATE 7.2 SM 2320B mg/L as CaCO3 ALKALINITY, BICARBONATE 140 SM 2320B mg/L as CaCO3 ALKALINITY, CARBONATE <5.0 SM 2320B mg/L as CaCO3 ALKALINITY, TOTAL 140 SM 2320B mg/L as CaCO3 HYDROXIDE AS CALCIUM CARBONATE <5.0 Page 2 of 9 mailing P.O. Box 432 Riverside, CA 92502-0432 CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com location 6100 Quail Valley Court Riverside, CA 92507-0704 3.A.8.a Packet Pg. 211 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Page 2 of 6- Organic Chemicals Form Sample ID No.C2C1260-01 CHEMICAL DLRANALYSES RESULTS MCLTEST METHOD UNITS Notes Aggregate Properties SM 2510 B umhos/cm CONDUCTIVITY @ 25 C UMHOS/CM 300 SM 4500H+ B pH Units PH 8.1 Solids SM 2540C mg/L TDS 170 General Physical SM 2120B Color Units COLOR <3.0 0.1SM 2130 B NTU TURBIDITY <0.10 1TONSM 2150B T.O.N.*ODOR <1.0 Surfactants SM 5540C mg/L FOAMING AGENTS (SURFACTANTS)<0.08 General Inorganics 26EPA 314.0 ug/L PERCHLORATE <2.0 100SM 4500CN E ug/L CYANIDE <100 Metals and Metalloids 501000EPA 200.7 ug/L ALUMINUM <50 NCALhND 1001000EPA 200.7 ug/L BARIUM 72 501000EPA 200.7 ug/L COPPER, FREE <50 100EPA 200.7 ug/L IRON <100 20EPA 200.7 ug/L MANGANESE 49 10100EPA 200.7 ug/L NICKEL <10 505000EPA 200.7 ug/L ZINC <50 66EPA 200.8 ug/L ANTIMONY, TOTAL <6.0 210EPA 200.8 ug/L ARSENIC <2.0 14EPA 200.8 ug/L BERYLLIUM, TOTAL <1.0 15EPA 200.8 ug/L CADMIUM <1.0 1050EPA 200.8 ug/L CHROMIUM <1.0 515EPA 200.8 ug/L LEAD <5.0 12EPA 200.8 ug/L MERCURY <1.0 Page 3 of 9 mailing P.O. Box 432 Riverside, CA 92502-0432 CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com location 6100 Quail Valley Court Riverside, CA 92507-0704 3.A.8.a Packet Pg. 212 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Page 3 of 6- Organic Chemicals Form Sample ID No.C2C1260-01 CHEMICAL DLRANALYSES RESULTS MCLTEST METHOD UNITS Notes 550EPA 200.8 ug/L SELENIUM <5.0 10100EPA 200.8 ug/L SILVER <10 12EPA 200.8 ug/L THALLIUM, TOTAL <1.0 EDB and DBCP by EPA 504 0.010.2EPA 504.1 ug/L 1,2-DIBROMO-3-CHLOROPROPANE <0.010 0.020.05EPA 504.1 ug/L ETHYLENE DIBROMIDE <0.020 Chlorinated Herbicides by EPA 515.3 150EPA 515.3 ug/L 2,4,5-TP <1.0 1070EPA 515.3 ug/L 2,4-D <10 218EPA 515.3 ug/L BENTAZON <2.0 10200EPA 515.3 ug/L DALAPON <10 1.5EPA 515.3 ug/L DICAMBA <1.5 27EPA 515.3 ug/L DINOSEB <2.0 0.21EPA 515.3 ug/L PENTACHLOROPHENOL <0.20 1500EPA 515.3 ug/L PICLORAM <1.0 Volatile Organic Compounds by EPA 524.2 0.5EPA 524.2 ug/L 1,1,1,2-TETRACHLOROETHANE <0.50 0.5200EPA 524.2 ug/L 1,1,1-TRICHLOROETHANE <0.50 0.51EPA 524.2 ug/L 1,1,2,2-TETRACHLOROETHANE <0.50 0.55EPA 524.2 ug/L 1,1,2-TRICHLOROETHANE <0.50 0.55EPA 524.2 ug/L 1,1-DICHLOROETHANE <0.50 0.56EPA 524.2 ug/L 1,1-DICHLOROETHYLENE <0.50 0.5EPA 524.2 ug/L 1,1-DICHLOROPROPENE <0.50 0.5EPA 524.2 ug/L 1,2,3-TRICHLOROBENZENE <0.50 0.55EPA 524.2 ug/L 1,2,4-TRICHLOROBENZENE <0.50 0.5EPA 524.2 ug/L 1,2,4-TRIMETHYLBENZENE <0.50 0.50.5EPA 524.2 ug/L 1,2-DICHLOROETHANE <0.50 0.55EPA 524.2 ug/L 1,2-DICHLOROPROPANE <0.50 0.5EPA 524.2 ug/L 1,3,5-TRIMETHYLBENZENE <0.50 0.5EPA 524.2 ug/L 1,3-DICHLOROPROPANE <0.50 Page 4 of 9 mailing P.O. Box 432 Riverside, CA 92502-0432 CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com location 6100 Quail Valley Court Riverside, CA 92507-0704 3.A.8.a Packet Pg. 213 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Page 4 of 6- Organic Chemicals Form Sample ID No.C2C1260-01 CHEMICAL DLRANALYSES RESULTS MCLTEST METHOD UNITS Notes 0.5EPA 524.2 ug/L 1,3-DICHLOROPROPENE <0.50 0.5EPA 524.2 ug/L 2,2-DICHLOROPROPANE <0.50 5EPA 524.2 ug/L 4-METHYL-2-PENTANONE <5.0 0.51EPA 524.2 ug/L BENZENE <0.50 EPA 524.2 ug/L BIS(2-CHLOROETHYL) ETHER <5.0 0.5EPA 524.2 ug/L BROMOBENZENE <0.50 0.5EPA 524.2 ug/L BROMOCHLOROMETHANE <0.50 1EPA 524.2 ug/L BROMODICHLOROMETHANE <0.50 1EPA 524.2 ug/L BROMOFORM <0.50 0.50.5EPA 524.2 ug/L CARBON TETRACHLORIDE <0.50 0.570EPA 524.2 ug/L CHLOROBENZENE <0.50 0.5EPA 524.2 ug/L CHLOROETHANE <0.50 1EPA 524.2 ug/L CHLOROFORM <0.50 0.5EPA 524.2 ug/L CHLOROMETHANE <0.50 0.56EPA 524.2 ug/L CIS-1,2-DICHLOROETHYLENE <0.50 0.50.5EPA 524.2 ug/L CIS-1,3-DICHLOROPROPENE <0.50 1EPA 524.2 ug/L DIBROMOCHLOROMETHANE <0.50 0.5EPA 524.2 ug/L DIBROMOMETHANE <0.50 0.5EPA 524.2 ug/L DICHLORODIFLUOROMETHANE <0.50 0.55EPA 524.2 ug/L DICHLOROMETHANE <0.50 0.5300EPA 524.2 ug/L ETHYLBENZENE <0.50 0.5EPA 524.2 ug/L HEXACHLOROBUTADIENE <0.50 0.5EPA 524.2 ug/L ISOPROPYLBENZENE <0.50 0.5EPA 524.2 ug/L M-DICHLOROBENZENE <0.50 5EPA 524.2 ug/L METHYL ETHYL KETONE <5.0 35EPA 524.2 ug/L METHYL TERT-BUTYL ETHER <3.0 0.5EPA 524.2 ug/L NAPHTHALENE <0.50 0.5EPA 524.2 ug/L N-BUTYLBENZENE <0.50 0.5EPA 524.2 ug/L N-PROPYLBENZENE <0.50 0.5EPA 524.2 ug/L O-CHLOROTOLUENE <0.50 0.5600EPA 524.2 ug/L O-DICHLOROBENZENE <0.50 Page 5 of 9 mailing P.O. Box 432 Riverside, CA 92502-0432 CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com location 6100 Quail Valley Court Riverside, CA 92507-0704 3.A.8.a Packet Pg. 214 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Page 5 of 6- Organic Chemicals Form Sample ID No.C2C1260-01 CHEMICAL DLRANALYSES RESULTS MCLTEST METHOD UNITS Notes 0.5EPA 524.2 ug/L O-XYLENE <0.50 0.5EPA 524.2 ug/L P-CHLOROTOLUENE <0.50 0.55EPA 524.2 ug/L P-DICHLOROBENZENE <0.50 EPA 524.2 ug/L P-ISOPROPYLTOLUENE <0.50 0.5EPA 524.2 ug/L SEC-BUTYLBENZENE <0.50 0.5100EPA 524.2 ug/L STYRENE <0.50 0.5EPA 524.2 ug/L TERT-BUTYLBENZENE <0.50 0.55EPA 524.2 ug/L TETRACHLOROETHYLENE <0.50 0.5150EPA 524.2 ug/L TOLUENE <0.50 0.510EPA 524.2 ug/L TRANS-1,2-DICHLOROETHYLENE <0.50 0.50.5EPA 524.2 ug/L TRANS-1,3-DICHLOROPROPENE <0.50 0.55EPA 524.2 ug/L TRICHLOROETHYLENE <0.50 5150EPA 524.2 ug/L TRICHLOROFLUOROMETHANE <5.0 101200EPA 524.2 ug/L TRICHLOROTRIFLUOROETHANE <10 0.50.5EPA 524.2 ug/L VINYL CHLORIDE <0.50 0.5EPA 524.2 ug/L XYLENE, META AND PARA <0.50 0.51750EPA 524.2 ug/L XYLENES, TOTAL <0.50 Semivolatile Organic Compounds by EPA 525.2 0.5EPA 525.2 ug/L ATRAZINE <0.50 NLOhND 0.1EPA 525.2 ug/L BENZO(A)PYRENE <0.10 5EPA 525.2 ug/L DI(2-ETHYLHEXYL) ADIPATE <5.0 3EPA 525.2 ug/L DI(2-ETHYLHEXYL) PHTHALATE <3.0 1EPA 525.2 ug/L LASSO <1.0 2EPA 525.2 ug/L MOLINATE <2.0 1EPA 525.2 ug/L SIMAZINE <1.0 NLOhND 1EPA 525.2 ug/L THIOBENCARB (BOLERO)<1.0 Endothall by EPA 548.1 45100EPA 548.1 ug/L ENDOTHALL <45 Organochlorine Pesticides and PCBs by EPA 505 0.075EPA 505 ug/L ALDRIN <0.075 Page 6 of 9 mailing P.O. Box 432 Riverside, CA 92502-0432 CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com location 6100 Quail Valley Court Riverside, CA 92507-0704 3.A.8.a Packet Pg. 215 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Page 6 of 6- Organic Chemicals Form Sample ID No.C2C1260-01 CHEMICAL DLRANALYSES RESULTS MCLTEST METHOD UNITS Notes 0.5EPA 505 ug/L AROCLOR 1016 <0.50 0.5EPA 505 ug/L AROCLOR 1221 <0.50 0.5EPA 505 ug/L AROCLOR 1232 <0.50 0.5EPA 505 ug/L AROCLOR 1242 <0.50 0.5EPA 505 ug/L AROCLOR 1248 <0.50 0.5EPA 505 ug/L AROCLOR 1254 <0.50 0.5EPA 505 ug/L AROCLOR 1260 <0.50 0.20.2EPA 505 ug/L BHC-GAMMA <0.20 0.10.1EPA 505 ug/L CHLORDANE <0.10 0.02EPA 505 ug/L DIELDRIN <0.020 0.12EPA 505 ug/L ENDRIN <0.10 0.010.01EPA 505 ug/L HEPTACHLOR <0.010 0.010.01EPA 505 ug/L HEPTACHLOR EPOXIDE <0.010 0.51EPA 505 ug/L HEXACHLOROBENZENE <0.50 150EPA 505 ug/L HEXACHLOROCYCLOPENTADIENE <1.0 1030EPA 505 ug/L METHOXYCHLOR <10 0.5EPA 505 ug/L PROPACHLOR <0.50 0.50.5EPA 505 ug/L TOTAL POLYCHLORINATED BIPHENYLS (PCB) <0.50 13EPA 505 ug/L TOXAPHENE <1.0 Page 7 of 9 mailing P.O. Box 432 Riverside, CA 92502-0432 CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com location 6100 Quail Valley Court Riverside, CA 92507-0704 3.A.8.a Packet Pg. 216 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) The following analytical flags and qualifiers are associated with this report: FlagLab Number Flagged Analyte Method Sample Qualifier NCALhNDC2C1260-01 EPA 200.7Aluminum NLOhNDC2C1260-01 EPA 525.2Atrazine NLOhNDC2C1260-01 EPA 525.2Simazine Notes and Definitions pH: Regulatory 15 minute holding time exceeded C2C1260-01 NCALhND Calibration Verification recovery was above the method control limit for this analyte. Analyte not detected, therefore data not impacted. NLOhND LCS recovery was above method control limit for this analyte. Analyte not detected, therefore data not impacted. DLR Detection Limit for Reporting. A result below this level is considered a non-detect <Analyte NOT DETECTED at or above the DLR MCL Maximum Contaminant Level. A result above this level will exceed the compliance limit. * / ''' :NELAP does not offer accreditation for this analyte/method/matrix combination e-CA State Form.rpt This report applies only to the sample(s) analyzed. As a mutual protection to clients, the public, and Babcock Laboratories, Inc., this report is submitted and accepted for the exclusive use of the Client to whom it is addressed. Interpretation and use of the information contained within this report are the sole responsibility of the Client. Babcock Laboratories, Inc. is not responsible for any misinformation or consequences that may result from misinterpretation or improper use of this report. This report is not to be modified or abbreviated in any way. Additionally, this report is not to be used, in whole or in part, in any advertising or publicity matter without written authorization from Babcock Laboratories, Inc. The liability of Babcock Laboratories, Inc. is limited to the actual cost of the requested analyses, unless otherwise agreed upon in writing. There is no other warranty expressed or implied. Enclosed are the analytical results for the submitted sample(s). Babcock Laboratories certify the data presented as part of this report meet the minimum quality standards in the referenced analytical methods. Any exceptions have been noted. Approval Omar.Khan@Waterboards.ca.govcc: Angela E. Brown Page 8 of 9 mailing P.O. Box 432 Riverside, CA 92502-0432 CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com location 6100 Quail Valley Court Riverside, CA 92507-0704 3.A.8.a Packet Pg. 217 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Page 9 of 9 mailing P.O. Box 432 Riverside, CA 92502-0432 CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com location 6100 Quail Valley Court Riverside, CA 92507-0704 3.A.8.a Packet Pg. 218 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Analytical Report:Page 1 of 9 Project Number:Title 22 - Artesia Project Name:San Jacinto-DW-CC Report Date: City of San Jacinto P.O. Box 488 Arthur Mullen San Jacinto, CA 92583 Client Name: Contact: Address: 29-Mar-2022 Work Order Number: 6YesReceived on Ice (Y/N):Temp:°C C2C1260 Attached is the analytical report for the sample(s) received for your project. Below is a list of the individual sample descriptions with the corresponding laboratory number(s). Also, enclosed is a copy of the Chain of Custody document (if received with your sample(s)). Please note any unused portion of the sample(s) may be responsibly discarded after 30 days from the above report date, unless you have requested otherwise. Thank you for the opportunity to serve your analytical needs. If you have any questions or concerns regarding this report please contact our client service department. Lab Sample #Client Sample ID Matrix Date Sampled Sample Identification Date SubmittedBy By WaterC2C1260-01 03/09/22 07:50 03/09/22 16:05Joseph Youhouse Joseph YouhouseCA3310032_005_005 -- -ROUTINE--- 005_005 Note: Requested EPA 531 analysis was subcontracted to Weck Laboratories. Note: Requested EPA 547 analysis was subcontracted to Weck Laboratories. mailing P.O. Box 432 Riverside, CA 92502-0432 Babcock Laboratories, Inc. - Riverside 6100 Quail Valley Court Riverside, CA 92507-0704 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 3.A.8.a Packet Pg. 219 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Analytical Report:Page 2 of 9 Project Number:Title 22 - Artesia Project Name:San Jacinto-DW-CC Report Date: City of San Jacinto P.O. Box 488 Arthur Mullen San Jacinto, CA 92583 Client Name: Contact: Address: 29-Mar-2022 Work Order Number: 6YesReceived on Ice (Y/N):Temp:°C C2C1260 Testing performed by: Babcock Laboratories, Inc. - Riverside CA ELAP No. 2698, EPA No. CA00102, NELAP No. OR4035 Result RDL Analysis DateMethodUnits Analyst Flag C2C1260-01 CA3310032_005_005005_005 Sampled: 03/09/22 07:50 120Total Hardness 3.0 mg/L SM 2340B/EPA 200.7 03/23/22 17:58 HRL 40Calcium 1.0 mg/L EPA 200.7 03/23/22 17:58 HRL 3.7Magnesium 1.0 mg/L EPA 200.7 03/23/22 17:58 HRL 22Sodium 1.0 mg/L EPA 200.7 03/23/22 17:58 HRL 3.0Potassium 1.0 mg/L EPA 200.7 03/23/22 17:58 HRL 3.4Total Cations 0.05 me/L Calculation 140Total Alkalinity 5.0 mg/L as CaCO3 SM 2320B 03/21/22 12:52 TJK NDHydroxide 5.0 mg/L as CaCO3 SM 2320B 03/21/22 12:52 TJK NDCarbonate 5.0 mg/L as CaCO3 SM 2320B 03/21/22 12:52 TJK 140Bicarbonate 5.0 mg/L as CaCO3 SM 2320B 03/21/22 12:52 TJK 10Chloride 1.0 mg/L EPA 300.0 03/09/22 20:15 KBS 7.2Sulfate 0.50 mg/L EPA 300.0 03/09/22 20:15 KBS NDNitrate as N 0.20 mg/L EPA 300.0 03/09/22 20:15 KBS 0.20Fluoride 0.10 mg/L EPA 300.0 03/09/22 20:15 KBS NDNitrite as N 0.1 mg/L EPA 300.0 03/09/22 20:15 KBS 3.24Total Anions 0.05 me/L Calculation 8.1pH 1.0 pH Units SM 4500H+ B 03/21/22 12:52 TJK 300Specific Conductance 1.0 umhos/cm SM 2510 B 03/21/22 12:52 TJK 170Total Dissolved Solids 10 mg/L SM 2540C 03/14/22 09:11 YVD mailing P.O. Box 432 Riverside, CA 92502-0432 Babcock Laboratories, Inc. - Riverside 6100 Quail Valley Court Riverside, CA 92507-0704 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 3.A.8.a Packet Pg. 220 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Analytical Report:Page 3 of 9 Project Number:Title 22 - Artesia Project Name:San Jacinto-DW-CC Report Date: City of San Jacinto P.O. Box 488 Arthur Mullen San Jacinto, CA 92583 Client Name: Contact: Address: 29-Mar-2022 Work Order Number: 6YesReceived on Ice (Y/N):Temp:°C C2C1260 Testing performed by: Babcock Laboratories, Inc. - Riverside CA ELAP No. 2698, EPA No. CA00102, NELAP No. OR4035 Result RDL Analysis DateMethodUnits Analyst Flag C2C1260-01 CA3310032_005_005005_005 Sampled: 03/09/22 07:50 NDColor (Apparent)3.0 Color Units SM 2120B 03/10/22 00:24 AMB NDOdor 1.0 T.O.N.*SM 2150B 03/10/22 00:43 AMB NDTurbidity 0.10 NTU SM 2130 B 03/10/22 00:24 AMB NDMBAS 0.08 mg/L SM 5540C 03/10/22 08:27 TJK NDTotal Cyanide 100 ug/L SM 4500CN E 03/14/22 23:11 CMR NDPerchlorate 2.0 ug/L EPA 314.0 03/15/22 20:39 KJN NDAluminum 50 ug/L EPA 200.7 03/23/22 17:58 HRL NCALhND NDAntimony 6.0 ug/L EPA 200.8 03/11/22 16:12 AJH NDArsenic 2.0 ug/L EPA 200.8 03/11/22 16:12 AJH 72Barium 20 ug/L EPA 200.7 03/23/22 17:58 HRL NDBeryllium 1.0 ug/L EPA 200.8 03/11/22 16:12 AJH NDCadmium 1.0 ug/L EPA 200.8 03/11/22 16:12 AJH NDTotal Chromium 1.0 ug/L EPA 200.8 03/12/22 08:05 KJN NDCopper 50 ug/L EPA 200.7 03/23/22 17:58 HRL NDIron 100 ug/L EPA 200.7 03/23/22 17:58 HRL NDLead 5.0 ug/L EPA 200.8 03/11/22 16:12 AJH 49Manganese 20 ug/L EPA 200.7 03/23/22 17:58 HRL NDMercury 1.0 ug/L EPA 200.8 03/11/22 16:12 AJH NDNickel 10 ug/L EPA 200.7 03/24/22 18:11 HRL NDSelenium 5.0 ug/L EPA 200.8 03/11/22 16:12 AJH NDSilver 10 ug/L EPA 200.8 03/11/22 16:12 AJH NDThallium 1.0 ug/L EPA 200.8 03/11/22 16:12 AJH NDZinc 50 ug/L EPA 200.7 03/23/22 17:58 HRL mailing P.O. Box 432 Riverside, CA 92502-0432 Babcock Laboratories, Inc. - Riverside 6100 Quail Valley Court Riverside, CA 92507-0704 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 3.A.8.a Packet Pg. 221 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Analytical Report:Page 4 of 9 Project Number:Title 22 - Artesia Project Name:San Jacinto-DW-CC Report Date: City of San Jacinto P.O. Box 488 Arthur Mullen San Jacinto, CA 92583 Client Name: Contact: Address: 29-Mar-2022 Work Order Number: 6YesReceived on Ice (Y/N):Temp:°C C2C1260 Testing performed by: Babcock Laboratories, Inc. - Riverside CA ELAP No. 2698, EPA No. CA00102, NELAP No. OR4035 Result RDL Analysis DateMethodUnits Analyst Flag C2C1260-01 CA3310032_005_005005_005 Sampled: 03/09/22 07:50 NDEthylene dibromide 0.020 ug/L EPA 504.1 03/14/22 20:01 NAA NDDibromochloropropane 0.010 ug/L EPA 504.1 03/14/22 20:01 NAA NDBentazon 2.0 ug/L EPA 515.3 03/19/22 16:42 LLU ND2,4-D 10 ug/L EPA 515.3 03/19/22 16:42 LLU NDDalapon 10 ug/L EPA 515.3 03/19/22 16:42 LLU NDDicamba 1.5 ug/L EPA 515.3 03/19/22 16:42 LLU NDDinoseb 2.0 ug/L EPA 515.3 03/19/22 16:42 LLU NDPentachlorophenol 0.20 ug/L EPA 515.3 03/19/22 16:42 LLU NDPicloram 1.0 ug/L EPA 515.3 03/19/22 16:42 LLU ND2,4,5-TP Silvex 1.0 ug/L EPA 515.3 03/19/22 16:42 LLU Surrogate: DCAA EPA 515.3 03/19/22 16:42108%70-130 LLU ND1,1,1,2-Tetrachloroethane 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND1,1,1-Trichloroethane 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND1,1,2,2-Tetrachloroethane 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND1,1,2-Trichloroethane 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND1,1-Dichloroethane 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND1,1-Dichloroethene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND1,1-Dichloropropene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND1,2,3-Trichlorobenzene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND1,2,4-Trichlorobenzene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND1,2,4-Trimethylbenzene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND1,2-Dichlorobenzene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND1,2-Dichloroethane 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND1,2-Dichloropropane 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND1,3-Dichlorobenzene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND1,3-Dichloropropane 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND1,3-Dichloropropene (total)0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND1,3,5-Trimethylbenzene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND1,4-Dichlorobenzene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND2,2-Dichloropropane 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND2-Butanone(MEK-EPA 8260)5.0 ug/L EPA 524.2 03/10/22 19:00 EEC ND2-Chlorotoluene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND4-Chlorotoluene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC ND4-Methyl-2-Pentanone(MIBK)5.0 ug/L EPA 524.2 03/10/22 19:00 EEC NDBenzene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDBis(2-chloroethyl)ether'''5.0 ug/L EPA 524.2 03/10/22 19:00 EEC NDBromobenzene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC mailing P.O. Box 432 Riverside, CA 92502-0432 Babcock Laboratories, Inc. - Riverside 6100 Quail Valley Court Riverside, CA 92507-0704 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 3.A.8.a Packet Pg. 222 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Analytical Report:Page 5 of 9 Project Number:Title 22 - Artesia Project Name:San Jacinto-DW-CC Report Date: City of San Jacinto P.O. Box 488 Arthur Mullen San Jacinto, CA 92583 Client Name: Contact: Address: 29-Mar-2022 Work Order Number: 6YesReceived on Ice (Y/N):Temp:°C C2C1260 Testing performed by: Babcock Laboratories, Inc. - Riverside CA ELAP No. 2698, EPA No. CA00102, NELAP No. OR4035 Result RDL Analysis DateMethodUnits Analyst Flag C2C1260-01 CA3310032_005_005005_005 Sampled: 03/09/22 07:50 NDBromochloromethane 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDBromodichloromethane 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDBromoform 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDBromomethane 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDCarbon Tetrachloride 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDChlorobenzene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDChloroethane 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDChloroform 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDChloromethane 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDcis-1,2-Dichloroethene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDcis-1,3-Dichloropropene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDDibromochloromethane 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDDibromomethane 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDDichlorodifluoromethane 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDEthylbenzene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDHexachlorobutadiene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDIsopropylbenzene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDMethyl tert butyl Ether 3.0 ug/L EPA 524.2 03/10/22 19:00 EEC NDMethylene Chloride 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDn-Butylbenzene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDn-Propylbenzene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDNaphthalene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDp-Isopropyltoluene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDsec-Butylbenzene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDStyrene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDtert-Butylbenzene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDTetrachloroethene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDToluene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDtrans-1,2-Dichloroethene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDtrans-1,3-Dichloropropene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDTrichloroethene 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDTrichlorofluoromethane 5.0 ug/L EPA 524.2 03/10/22 19:00 EEC NDTrichlorotrifluoroethane 10 ug/L EPA 524.2 03/10/22 19:00 EEC NDVinyl Chloride 0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDXylenes (m+p)0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDXylenes (ortho)0.50 ug/L EPA 524.2 03/10/22 19:00 EEC NDXylenes (Total)0.50 ug/L EPA 524.2 03/10/22 19:00 EEC mailing P.O. Box 432 Riverside, CA 92502-0432 Babcock Laboratories, Inc. - Riverside 6100 Quail Valley Court Riverside, CA 92507-0704 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 3.A.8.a Packet Pg. 223 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Analytical Report:Page 6 of 9 Project Number:Title 22 - Artesia Project Name:San Jacinto-DW-CC Report Date: City of San Jacinto P.O. Box 488 Arthur Mullen San Jacinto, CA 92583 Client Name: Contact: Address: 29-Mar-2022 Work Order Number: 6YesReceived on Ice (Y/N):Temp:°C C2C1260 Testing performed by: Babcock Laboratories, Inc. - Riverside CA ELAP No. 2698, EPA No. CA00102, NELAP No. OR4035 Result RDL Analysis DateMethodUnits Analyst Flag C2C1260-01 CA3310032_005_005005_005 Sampled: 03/09/22 07:50 Surrogate: 1,2-Dichloroethane-d4 EPA 524.2 03/10/22 19:00102%50-150 EEC Surrogate: 4-Bromofluorobenzene EPA 524.2 03/10/22 19:0098%50-150 EEC Surrogate: Toluene-d8 EPA 524.2 03/10/22 19:00102%50-150 EEC Surrogate: 1,2-Dichlorobenzene-d4 EPA 524.2 03/10/22 19:00104%50-150 EEC NDBenzo(a)pyrene 0.10 ug/L EPA 525.2 03/14/22 20:22 LB NDDEH-Adipate 5.0 ug/L EPA 525.2 03/14/22 20:22 LB NDDEH-Phthalate 3.0 ug/L EPA 525.2 03/14/22 20:22 LB NDAlachlor 1.0 ug/L EPA 525.2 03/14/22 20:22 LB NDAtrazine 0.50 ug/L EPA 525.2 03/14/22 20:22 LB NLOhND NDMolinate 2.0 ug/L EPA 525.2 03/14/22 20:22 LB NDSimazine 1.0 ug/L EPA 525.2 03/14/22 20:22 LB NLOhND NDThiobencarb 1.0 ug/L EPA 525.2 03/14/22 20:22 LB Surrogate: 4-Terphenyl-d14 EPA 525.2 03/14/22 20:2288%70-130 LB Surrogate: Triphenyl phosphate EPA 525.2 03/14/22 20:2288%70-130 LB NDEndothall 45 ug/L EPA 548.1 03/11/22 15:05 NAA NDAldrin 0.075 ug/L EPA 505 03/15/22 15:32 NAA NDDieldrin 0.020 ug/L EPA 505 03/15/22 15:32 NAA NDEndrin 0.10 ug/L EPA 505 03/15/22 15:32 NAA NDHeptachlor 0.010 ug/L EPA 505 03/15/22 15:32 NAA NDHeptachlor Epoxide 0.010 ug/L EPA 505 03/15/22 15:32 NAA NDHexachlorobenzene 0.50 ug/L EPA 505 03/15/22 15:32 NAA NDHexachlorocyclopentadiene 1.0 ug/L EPA 505 03/15/22 15:32 NAA NDLindane 0.20 ug/L EPA 505 03/15/22 15:32 NAA NDMethoxychlor 10 ug/L EPA 505 03/15/22 15:32 NAA NDPropachlor 0.50 ug/L EPA 505 03/15/22 15:32 NAA NDToxaphene 1.0 ug/L EPA 505 03/15/22 15:32 NAA NDChlordane 0.10 ug/L EPA 505 03/15/22 15:32 NAA NDAroclor 1016 0.50 ug/L EPA 505 03/15/22 15:32 NAA NDAroclor 1221 0.50 ug/L EPA 505 03/16/22 14:45 NAA NDAroclor 1232 0.50 ug/L EPA 505 03/15/22 15:32 NAA NDAroclor 1242 0.50 ug/L EPA 505 03/15/22 15:32 NAA NDAroclor 1248 0.50 ug/L EPA 505 03/15/22 15:32 NAA NDAroclor 1254 0.50 ug/L EPA 505 03/15/22 15:32 NAA NDAroclor 1260 0.50 ug/L EPA 505 03/15/22 15:32 NAA NDPolychlorinated Biphenyls (Total PCB's) 0.50 ug/L EPA 505 03/15/22 15:32 NAA mailing P.O. Box 432 Riverside, CA 92502-0432 Babcock Laboratories, Inc. - Riverside 6100 Quail Valley Court Riverside, CA 92507-0704 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 3.A.8.a Packet Pg. 224 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Analytical Report:Page 7 of 9 Project Number:Title 22 - Artesia Project Name:San Jacinto-DW-CC Report Date: City of San Jacinto P.O. Box 488 Arthur Mullen San Jacinto, CA 92583 Client Name: Contact: Address: 29-Mar-2022 Work Order Number: 6YesReceived on Ice (Y/N):Temp:°C C2C1260 Testing performed by: Babcock Laboratories, Inc. - Riverside CA ELAP No. 2698, EPA No. CA00102, NELAP No. OR4035 Result RDL Analysis DateMethodUnits Analyst Flag C2C1260-01 CA3310032_005_005005_005 Sampled: 03/09/22 07:50 1.0Heterotrophic Plate Count 1.0 CFU/mL SM 9215B 03/11/22 15:55 YAM AbsentTotal Coliform 1.1 ----SM 9223B 03/10/22 12:55 VSS AbsentE. coli 1.1 ----SM 9223B 03/10/22 12:55 VSS * NELAP does not offer accreditation for this analyte/method/matrix combination mailing P.O. Box 432 Riverside, CA 92502-0432 Babcock Laboratories, Inc. - Riverside 6100 Quail Valley Court Riverside, CA 92507-0704 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 3.A.8.a Packet Pg. 225 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Analytical Report:Page 8 of 9 Project Number:Title 22 - Artesia Project Name:San Jacinto-DW-CC Report Date: City of San Jacinto P.O. Box 488 Arthur Mullen San Jacinto, CA 92583 Client Name: Contact: Address: 29-Mar-2022 Work Order Number: 6YesReceived on Ice (Y/N):Temp:°C C2C1260 Notes and Definitions pH: Regulatory 15 minute holding time exceeded C2C1260-01 NCALhND Calibration Verification recovery was above the method control limit for this analyte. Analyte not detected, therefore data not impacted. NLOhND LCS recovery was above method control limit for this analyte. Analyte not detected, therefore data not impacted. NR:Not Reported ND:Analyte NOT DETECTED at or above the Method Detection Limit (if MDL is reported), otherwise at or above the Reportable Detection Limit (RDL) RDL:Reportable Detection Limit MDL: Method Detection Limit * / ''' :NELAP does not offer accreditation for this analyte/method/matrix combination e-Tab_ Summary.rpt This report applies only to the sample(s) analyzed. As a mutual protection to clients, the public, and Babcock Laboratories, Inc., this report is submitted and accepted for the exclusive use of the Client to whom it is addressed. Interpretation and use of the information contained within this report are the sole responsibility of the Client. Babcock Laboratories, Inc. is not responsible for any misinformation or consequences that may result from misinterpretation or improper use of this report. This report is not to be modified or abbreviated in any way. Additionally, this report is not to be used, in whole or in part, in any advertising or publicity matter without written authorization from Babcock Laboratories, Inc. The liability of Babcock Laboratories, Inc. is limited to the actual cost of the requested analyses, unless otherwise agreed upon in writing. There is no other warranty expressed or implied. Enclosed are the analytical results for the submitted sample(s). Babcock Laboratories certify the data presented as part of this report meet the minimum quality standards in the referenced analytical methods. Any exceptions have been noted. Approval Omar.Khan@Waterboards.ca.govcc: Angela E. Brown mailing P.O. Box 432 Riverside, CA 92502-0432 Babcock Laboratories, Inc. - Riverside 6100 Quail Valley Court Riverside, CA 92507-0704 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 3.A.8.a Packet Pg. 226 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Analytical Report:Page 9 of 9 Project Number:Title 22 - Artesia Project Name:San Jacinto-DW-CC Report Date: City of San Jacinto P.O. Box 488 Arthur Mullen San Jacinto, CA 92583 Client Name: Contact: Address: 29-Mar-2022 Work Order Number: 6YesReceived on Ice (Y/N):Temp:°C C2C1260 mailing P.O. Box 432 Riverside, CA 92502-0432 Babcock Laboratories, Inc. - Riverside 6100 Quail Valley Court Riverside, CA 92507-0704 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 3.A.8.a Packet Pg. 227 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) 9760<&;0JQAM 3AOOAM9760; #3<>54510>3!94!"806@=5= &’)"(!-%+*-/ EP[Z\^ 7L^P3 C\ZUPN^3 4^^Y3 6WTPY^3 C’B’ !3 9Lb3 CSZYP]3 G_\YL\Z_YO GTXP3 EPNPT‘PO 7L^P3 +’*1’*(** +’).’*(** =SVQEP4*4)*.( 5TWWTYR 6ZOP3 ?&>& 3S\ ,+* AMZIVWMHI$ 42 1*-(*%(,+* 2QERHE 4& ?SVXIV 3EFGSGO ;EFSVEXSVMIW$ 9RG& "1-)# .-+%++-) "1-)# .-+%)..* JZ\V B\OP\]3 *4).(0/ 5IEV 2QERHE 4& ?SVXIV$ 6RGPSWIH EVI XLI VIWYPXW SJ EREP]WIW JSV WEQTPIW VIGIMZIH +’).’** [MXL XLI 4LEMR%SJ%4YWXSH] HSGYQIRX& CLI WEQTPIW [IVI VIGIMZIH MR KSSH GSRHMXMSR$ EX +&, ^4 ERH SR MGI& 2PP EREP]WIW QIX XLI QIXLSH GVMXIVME I\GITX EW RSXIH MR XLI GEWI REVVEXMZI SV MR XLI VITSVX [MXL HEXE UYEPMJMIVW& .07;63!-3=?6>= )3(-’/.$’( !BEWIU" @EQTPI1 3)3()-’$’(# ?IK841 32**(’’*)D’’,D’’, @EQTPIH1 ’*&’0&)) .1,’ F\ 9SVITL CSXLSXVI EP]_W^4YLWc^P @E? 4YLWcdPO D_LWTQTP\HYT^] 7TW @P^SZO3 5>2 ,*(%) C\P[L\PO3 ’*&)*&)) (,1)+ <Y]^\3 ;3(( 5L^NS <73 B)3(-,.C\P[L\L^TZY3 D<=<5 !;3"4YLWc]^3 TNV *&( YK’P (+’*,’**)+%8]HVS\]GEVFSJYVER =5 *&( YK’P (+’*,’**)2PHMGEVF =5 *&( YK’P (+’*,’**)2PHMGEVF WYPJSRI =5 *&( YK’P (+’*,’**)2PHMGEVF WYPJS\MHI =5 *&( YK’P (+’*,’**)4EVFEV]P =5 *&( YK’P (+’*,’**)4EVFSJYVER =5 *&( YK’P (+’*,’**)<IXLMSGEVF =5 *&( YK’P (+’*,’**)<IXLSQ]P =5 *&( YK’P (+’*,’**)>\EQ]P =5 *&( YK’P (+’*,’**)?VSTS\YV "3E]KSR#=5 #+((’&$*%!)" +%"&(% %($’)$’’0JI?. -#*%/140 -*! @P^SZO3 5>2 ,+. C\P[L\PO3 ’*&))&)) (,1,. <Y]^\3 ;3(( 5L^NS <73 B)3(,+.C\P[L\L^TZY3 D<=<5 !;3"4YLWc]^3 >9@ -&( YK’P (+’**’**)7P]TLSWEXI =5 >EKI ( SJ +)3(-’/. (+/,0 3PEUO 2YIRXI#3MW\ SJ 8RHXVWU\ 32# 0(.+, ] >LSRI1 !-)-" **-$)(*0 ] 6E[1 !-)-" **-$)-*+ ZZZ%ZIGOPEFV%GSQ 3.A.8.a Packet Pg. 228 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) #3<>54510>3!94!"806@=5= &’)"(!-%+*-/ ,?065>@!#98><96!-3=?6>= 3EUFEQEWIV ERH AUIE >IVWMGMHIV 4YLWc^P EP]_W^@E?HYT^] F[TVP ?P‘PW FZ_\NP EP]_W^"E86 "E86 ?TXT^]EC7 EC7 ?TXT^D_LWTQTP\ 5L^NS3 J+6*/.0 & KABA8 $?6% C\P[L\PO # 4YLWcdPO3 ),(+,(++5WLYV $J+6*/.0&5?>*% *&( YK’P+%8]HVS\]GEVFSJYVER =5 *&( YK’P2PHMGEVF=5 *&( YK’P2PHMGEVF WYPJSRI =5 *&( YK’P2PHMGEVF WYPJS\MHI =5 *&( YK’P4EVFEV]P =5 *&( YK’P4EVFSJYVER=5 *&( YK’P<IXLMSGEVF =5 *&( YK’P<IXLSQ]P =5 *&( YK’P>\EQ]P =5 *&( YK’P?VSTS\YV "3E]KSR#=5 #+((’&$*%!)" &%#% +%"&(%-,PC$G/140 -#,% C\P[L\PO # 4YLWcdPO3 ),(+,(++?6F $J+6*/.0&5F*% *&( )(&( /(%)+())*YK’P+%8]HVS\]GEVFSJYVER ))&* *&( )(&( /(%)+(1/YK’P2PHMGEVF1&/) *&( )(&( /(%)+()*,YK’P2PHMGEVF WYPJSRI )*&, *&( )(&( /(%)+()*(YK’P2PHMGEVF WYPJS\MHI )*&( *&( )(&( /(%)+()(,YK’P4EVFEV]P )(&, *&( )(&( /(%)+()))YK’P4EVFSJYVER))&) *&( )(&( /(%)+()).YK’P<IXLMSGEVF ))&. *&( )(&( /(%)+(1.YK’P<IXLSQ]P 1&.- *&( )(&( /(%)+()))YK’P>\EQ]P ))&) *&( )(&( /(%)+()(*YK’P?VSTS\YV "3E]KSR#)(&* #+((’&$*%!)" &%#% +%"&(%&%&PC$G/140 &%#& C\P[L\PO # 4YLWcdPO3 ),(+,(++FZ_\NP3 +6*-)/+&)*@L^\Tb F[TVP $J+6*/.0&@F*% @%(0*&( )(&( /(%)+()+)YK’P+%8]HVS\]GEVFSJYVER )+&)51 *&( )(&( /(%)+()))YK’P2PHMGEVF))&)51 @%(0*&( )(&( /(%)+(),+YK’P2PHMGEVF WYPJSRI ),&+51 *&( )(&( /(%)+()*1YK’P2PHMGEVF WYPJS\MHI )*&1 51 *&( )(&( /(%)+(1.YK’P4EVFEV]P 1&.)51 *&( )(&( /(%)+()(+YK’P4EVFSJYVER)(&+51 *&( )(&( /(%)+()*+YK’P<IXLMSGEVF )*&+51 *&( )(&( /(%)+()((YK’P<IXLSQ]P )(&(51 *&( )(&( /(%)+()*)YK’P>\EQ]P )*&)51 *&( )(&( /(%)+())(YK’P?VSTS\YV "3E]KSR#))&(51 #+((’&$*%!)" &%#% +%"&(%&%&PC$G/140 &%#& C\P[L\PO # 4YLWcdPO3 ),(+,(++FZ_\NP3 +6*-)/+&)*@L^\Tb F[TVP 7_[ $J+6*/.0&@F7*% *&( )(&( +(/(%)+()). )*YK’P+%8]HVS\]GEVFSJYVER ))&.51 *&( )(&( +(/(%)+())( )YK’P2PHMGEVF))&(51 @%(0*&( )(&( +(/(%)+(),* (&+YK’P2PHMGEVF WYPJSRI ),&*51 *&( )(&( +(/(%)+()++ +YK’P2PHMGEVF WYPJS\MHI )+&+51 >EKI ) SJ +)3(-’/. (+/,0 3PEUO 2YIRXI#3MW\ SJ 8RHXVWU\ 32# 0(.+, ] >LSRI1 !-)-" **-$)(*0 ] 6E[1 !-)-" **-$)-*+ ZZZ%ZIGOPEFV%GSQ 3.A.8.a Packet Pg. 229 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) #3<>54510>3!94!"806@=5= &’)"(!-%+*-/ "4SRXMRYIH#,?065>@!#98><96!-3=?6>= 3EUFEQEWIV ERH AUIE >IVWMGMHIV !3SRWMRXIH" 4YLWc^P EP]_W^@E?HYT^] F[TVP ?P‘PW FZ_\NP EP]_W^"E86 "E86 ?TXT^]EC7 EC7 ?TXT^D_LWTQTP\ 5L^NS3 J+6*/.0 & KABA8 $?6% $6ZY^TY_PO% C\P[L\PO # 4YLWcdPO3 ),(+,(++FZ_\NP3 +6*-)/+&)*@L^\Tb F[TVP 7_[ $J+6*/.0&@F7*% *&( )(&( +(/(%)+()() ,YK’P4EVFEV]P )(&)51 *&( )(&( +(/(%)+()(+ (&(1YK’P4EVFSJYVER)(&+51 *&( )(&( +(/(%)+()+( -YK’P<IXLMSGEVF )+&(51 *&( )(&( +(/(%)+()(* *YK’P<IXLSQ]P )(&*51 *&( )(&( +(/(%)+()*( (&1YK’P>\EQ]P )*&(51 *&( )(&( +(/(%)+()(1 (&1YK’P?VSTS\YV "3E]KSR#)(&1 51 #+((’&$*%!)" &%#% +%"&(%&%(PC$G/140 &%#( 7P\TLSVEWI F\ 5>2 ,+. 4YLWc^P EP]_W^@E?HYT^] F[TVP ?P‘PW FZ_\NP EP]_W^"E86 "E86 ?TXT^]EC7 EC7 ?TXT^D_LWTQTP\ 5L^NS3 J+6*.-0 & KABA8 $?6% C\P[L\PO # 4YLWcdPO3 ),(++(++5WLYV $J+6*.-0&5?>*% -&( YK’P7P]TLSWEXI =5 C\P[L\PO # 4YLWcdPO3 ),(++(++?6F $J+6*.-0&5F*% -&( *-&( /(%)+())+YK’P7P]TLSWEXI *0&* C\P[L\PO # 4YLWcdPO3 ),(++(++FZ_\NP3 +6*/)1-&)*@L^\Tb F[TVP $J+6*.-0&@F*% -&( *-&( ,)%),1))1YK’P7P]TLSWEXI *1&0 51 C\P[L\PO # 4YLWcdPO3 ),(++(++FZ_\NP3 +6*/)1-&)*@L^\Tb F[TVP 7_[ $J+6*.-0&@F7*% -&( *-&( +(,)%),1)*/ .YK’P7P]TLSWEXI +)&.51 >EKI * SJ +)3(-’/. (+/,0 3PEUO 2YIRXI#3MW\ SJ 8RHXVWU\ 32# 0(.+, ] >LSRI1 !-)-" **-$)(*0 ] 6E[1 !-)-" **-$)-*+ ZZZ%ZIGOPEFV%GSQ 3.A.8.a Packet Pg. 230 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) #3<>54510>3!94!"806@=5= &’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‘TPaPO Mc3 ?VSNIGX <EREKIV 8?4C&64 !**,+!8C4&H6@E !64))+**!;_LX&8C4 !*0&))1E !?46F7 !*)*-,!A=&78C !64)*.!AI&78C !A46 --.4 ! F64D@7 !2,?4*))/ 7DEN EN = ?JHKGAOA BEI=G MAKJMO# 7DA EIBJMH=OEJI EI ODEN MAKJMO =KKGEAN OJ ODA N=HKGAN =I=GST A@ EI =??JM@=I?A REOD ODA ?D=EI"JB"?PNOJ@S @J?PHAIO# 8A?F 3=>JM=OJMEAN ?AMOEBEAN OD=O ODA OANO MANPGON HAAO =GG MALPEMAHAION JB 752 PIGANN IJOA@ >S LP=GEBEAMN JM RMEOOAI EI ODA 0=NA 5=MM=OEQA# 7DEN =I=GSOE?=G MAKJMO HPNO >A MAKMJ@P?A@ EI EON AIOEMAOS# >EKI + SJ +)3(-’/. (+/,0 3PEUO 2YIRXI#3MW\ SJ 8RHXVWU\ 32# 0(.+, ] >LSRI1 !-)-" **-$)(*0 ] 6E[1 !-)-" **-$)-*+ ZZZ%ZIGOPEFV%GSQ 3.A.8.a Packet Pg. 231 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) WORK ORDER:2C16087 Babcock Laboratories, Inc. Babcock Labs C2C1260Project: Project Number: Client: Project Manager:Rahul R. Nair Sample Receipt Printed:3/17/2022 1:25:12PM Report To: Babcock Laboratories, Inc. Amanda C. Porter P.O. Box 432 Riverside, CA 92502-0432 Phone: (951) 653-3351 Fax: (951) 653-1662 Invoice To: Babcock Laboratories, Inc. Babcock Laboratories P.O. Box 432 Riverside, CA 92502-0432 Phone :(951) 653-3351 Fax: (951) 653-1662 Received By: Logged In By: Date Due: Date Received: Date Logged In: 03/30/22 09:00 (10 day TAT) 03/16/22 11:30 03/16/22 13:23 Algabriel T. Holanda Algabriel T. Holanda Yes Yes Yes Yes Yes Samples Received at:3.4°C Yes Yes Yes Samples All containers intact Chain of custody completed Sample labels & COC agree Samples preserved properly Sample volume sufficient Sufficient holding time for all tests Received on Ice Appropriate sample containers Analysis Expires Analysis Comments 2C16087-01 Sample Name: C2C1260-01 [Water] Sampled 3/9/2022 07:50 04/06/22 23:59531.2 EPA_w 03/23/22 23:59547 EPA_w Note: If any of the information included in this sample receipt acknowledgement is incorrect (sample information, analysis, etc), please contact the lab at (626) 336-2139. Thank you. Page 1 of 1 14859 Clark Avenue, City of Industry, California 91745-1396 (626) 336-2139 FAX (626) 336-2634 www.wecklabs.com 2C16087 3.A.8.a Packet Pg. 232 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) 3.A.8.a Packet Pg. 233 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) 3.A.8.a Packet Pg. 234 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) 06/19/19 15:30 7/3/2019 Temperature: 5Received on Ice (Y/N): Yes Arthur Mullen Samples San Jacinto-DW-CC P.O. Box 488 City of San Jacinto Co Work Order San Jacinto CA, 92583 Reported: Project Manager: Project Number: Project: Received: Arthur Mullen B9F2459 Sampled By SampledSample NameLab Number California Drinking Water regulations require that the results for specific sources be reported to the State in electronic format. The notation "EDT" will appear on the header page of each report if this information has been sent to the State database. Also, enclosed is a copy of the Chain of Custody document (if received with your sample (s)). If you have any questions or concerns regarding this report please contact our client service department. The following samples are included in this report: Received Submitted By B9F2459-01 Joseph Youhouse 06/19/19 15:3006/19/19 7:07 Joseph Youhouse005 Artesia Well Page 1 of 10 mailing location P 951 653 3351 CA ELAP No. 2698 P.O. Box 432 6100 Quail Valley Court F 951 653 1662 EPA No. CA00102 Riverside, CA 92502-0432 Riverside, CA 92507-0704 www.babcocklabs.com NELAP No.OR4035 LACSD No., 10119 3.A.8.a Packet Pg. 235 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Laboratory Name: B9F2459-01Sample ID No. GENERAL MINERAL & PHYSICAL & INORGANIC ANALYSIS (9/99) Project Manager: Date of Report:19/07/03 Babcock Laboratories, Inc. Name of Sampler:Joseph Youhouse Employed By: Date/Time Sample Collected: City of San Jacinto Date/Time Sample Received @ Lab:19/06/19 15:30 Date Analyses Completed:19/06/28 System Name: Name or Number of Sample Source: System Number: ****************************************************************************** * User ID: Date/Time of Sample:19/06/19 07:07 YY MM DD TTTT Station Number: Laboratory Code: WAT 4790 Submitted by: 19/06/19 07:07 3310032-005 ******************************************************************************* Date Analyses Completed: YY MM DD 19/06/28 Phone # :************===================================================================================== ARTESIA WELL SAN JACINTO, CITY OF 3310032 *************EDT Cindy A. Waddell MCL CHEMICAL DLRANALYSES RESULTS ENTRY # REPORTING UNITS Total Hardness 00900mg/L 120 Calcium 00916mg/L 41 Magnesium 00927mg/L 3.8 Sodium 00929mg/L 21 Potassium 00937mg/L 3.0 Total Cations Me/L Value 3.36 Total Alkalinity 00410mg/L as CaCO3 150 Hydroxide 71830mg/L as CaCO3 5.0< Carbonate 00445mg/L as CaCO3 5.0< Bicarbonate 00440mg/L as CaCO3 150 Sulfate 00945*0.50mg/L 6.8 Chloride 00940*mg/L 11 Fluoride 00951**0.10mg/L 0.18 3.38Total Anions + Fluoride Me/L Value pH 00403pH Units 8.2 Specific Conductance 00095***umhos/cm 320 Total Dissolved Solids 70300****mg/L 200 Odor 00086 1.0T.O.N.*1.0< Turbidity 82079 5 NTU 0.25 MBAS 382600.5 mg/L 0.08< Page 2 of 10 mailing location P 951 653 3351 CA ELAP No. 2698 P.O. Box 432 6100 Quail Valley Court F 951 653 1662 EPA No. CA00102 Riverside, CA 92502-0432 Riverside, CA 92507-0704 www.babcocklabs.com NELAP No.OR4035 LACSD No., 10119 3.A.8.a Packet Pg. 236 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Laboratory Name: B9F2459-01Sample ID No. GENERAL MINERAL & PHYSICAL & INORGANIC ANALYSIS (9/99) Project Manager: Date of Report:19/07/03 Babcock Laboratories, Inc. Name of Sampler:Joseph Youhouse Employed By: Date/Time Sample Collected: City of San Jacinto Date/Time Sample Received @ Lab:19/06/19 15:30 Date Analyses Completed:19/06/28 System Name: Name or Number of Sample Source: System Number: ****************************************************************************** * User ID: Date/Time of Sample:19/06/19 07:07 YY MM DD TTTT Station Number: Laboratory Code: WAT 4790 Submitted by: 19/06/19 07:07 3310032-005 ******************************************************************************* Date Analyses Completed: YY MM DD 19/06/28 Phone # :************===================================================================================== ARTESIA WELL SAN JACINTO, CITY OF 3310032 *************EDT Cindy A. Waddell MCL CHEMICAL DLRANALYSES RESULTS ENTRY # REPORTING UNITS B9F2459-01Sample ID No.Page 2 of 3- Mineral, Physical and Inorganic Chemicals Form Aluminum 01105 1000 50ug/L 50< Antimony 01097 6 6.0ug/L 6.0< Arsenic 01002 10 2.0ug/L 2.0< Barium 01007 1000 100ug/L 100< Beryllium 01012 4 1.0ug/L 1.0< Cadmium 01027 5 1.0ug/L 1.0< Total Chromium 01034 50 1.0ug/L 1.0< Copper 01042 1000 50ug/L 50< Iron 01045 100ug/L 110 Lead 01051 15 5.0ug/L 5.0< Manganese 01055 20ug/L 53 Mercury 71900 2 1.0ug/L 1.0< Nickel 01067 100 10ug/L 10< Selenium 01147 50 5.0ug/L 5.0< Silver 01077 100 10ug/L 10< Thallium 01059 2 1.0ug/L 1.0< Zinc 01092 5000 50ug/L 50< Cyanide 01291 100ug/L 100< Perchlorate A-031 6 4.0ug/L 4.0< Page 3 of 10 mailing location P 951 653 3351 CA ELAP No. 2698 P.O. Box 432 6100 Quail Valley Court F 951 653 1662 EPA No. CA00102 Riverside, CA 92502-0432 Riverside, CA 92507-0704 www.babcocklabs.com NELAP No.OR4035 LACSD No., 10119 3.A.8.a Packet Pg. 237 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Laboratory Name: B9F2459-01Sample ID No. GENERAL MINERAL & PHYSICAL & INORGANIC ANALYSIS (9/99) Project Manager: Date of Report:19/07/03 Babcock Laboratories, Inc. Name of Sampler:Joseph Youhouse Employed By: Date/Time Sample Collected: City of San Jacinto Date/Time Sample Received @ Lab:19/06/19 15:30 Date Analyses Completed:19/06/28 System Name: Name or Number of Sample Source: System Number: ****************************************************************************** * User ID: Date/Time of Sample:19/06/19 07:07 YY MM DD TTTT Station Number: Laboratory Code: WAT 4790 Submitted by: 19/06/19 07:07 3310032-005 ******************************************************************************* Date Analyses Completed: YY MM DD 19/06/28 Phone # :************===================================================================================== ARTESIA WELL SAN JACINTO, CITY OF 3310032 *************EDT Cindy A. Waddell MCL CHEMICAL DLRANALYSES RESULTS ENTRY # REPORTING UNITS B9F2459-01Sample ID No.Page 3 of 3- Mineral, Physical and Inorganic Chemicals Form Nitrite as N 00620 1 0.10mg/L 0.10< Nitrate as N 00618 10 0.20mg/L 0.20< Color (Apparent)00081Color Units 3.0< * 250-500-600 ** 0.6-1.7 *** 900-1600-2200 **** 500-1000-1500 + Indicates Secondary Drinking Water Standards Page 4 of 10 mailing location P 951 653 3351 CA ELAP No. 2698 P.O. Box 432 6100 Quail Valley Court F 951 653 1662 EPA No. CA00102 Riverside, CA 92502-0432 Riverside, CA 92507-0704 www.babcocklabs.com NELAP No.OR4035 LACSD No., 10119 3.A.8.a Packet Pg. 238 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Laboratory Name: B9F2459-01Sample ID No. ORGANIC ANALYSIS (9/99) Project Manager: Date of Report:19/07/03 Babcock Laboratories, Inc. Name of Sampler:Joseph Youhouse Employed By: Date/Time Sample Collected: City of San Jacinto Date/Time Sample Received @ Lab:19/06/19 15:30 Date Analyses Completed:19/06/27 System Name: Name or Number of Sample Source: System Number: ******************************************************************************** User ID: Date/Time of Sample:19/06/19 07:07 YY MM DD TTTT Station Number: Laboratory Code: WAT 4790 Submitted by: 19/06/19 07:07 ******************************************************************************* Date Analyses Completed: YY MM DD 19/06/27 Phone # :************======================================================================================*************EDT Cindy A. Waddell SAN JACINTO, CITY OF ARTESIA WELL 3310032 3310032-005 CHEMICAL DLRANALYSES RESULTS ENTRY # MCL ug/L TEST METHOD UNITS Total Trihalomethanes (THM'S/ TTHM)80 32101 <0.50 0.50EPA 524.2 ug/L Bromodichloromethane 32104 <0.50 0.50EPA 524.2 ug/L Bromoform 32106 <0.50 0.50EPA 524.2 ug/L Chloroform 32105 <0.50 0.50EPA 524.2 ug/L Dibromochloromethane 34030 <0.50 1 0.50EPA 524.2 ug/L Benzene 32102 <0.50 0.5 0.50EPA 524.2 ug/L Carbon Tetrachloride 34536 <0.50 600 0.50EPA 524.2 ug/L 1,2-Dichlorobenzene 34571 <0.50 5 0.50EPA 524.2 ug/L 1,4-Dichlorobenzene 34496 <0.50 5 0.50EPA 524.2 ug/L 1,1-Dichloroethane 34531 <0.50 0.5 0.50EPA 524.2 ug/L 1,2-Dichloroethane 34501 <0.50 6 0.50EPA 524.2 ug/L 1,1-Dichloroethene 77093 <0.50 6 0.50EPA 524.2 ug/L cis-1,2-Dichloroethene 34546 <0.50 10 0.50EPA 524.2 ug/L trans-1,2-Dichloroethene 34423 <0.50 5 0.50EPA 524.2 ug/L Methylene Chloride 34541 <0.50 5 0.50EPA 524.2 ug/L 1,2-Dichloropropane 34704 <0.50 0.5 0.50EPA 524.2 ug/L cis-1,3-Dichloropropene 34699 <0.50 0.5 0.50EPA 524.2 ug/L trans-1,3-Dichloropropene 34371 <0.50 300 0.50EPA 524.2 ug/L Ethylbenzene 46491 <3.0 5 3.0EPA 524.2 ug/L Methyl tert butyl Ether 34301 <0.50 70 0.50EPA 524.2 ug/L Chlorobenzene Page 5 of 10 mailing location P 951 653 3351 CA ELAP No. 2698 P.O. Box 432 6100 Quail Valley Court F 951 653 1662 EPA No. CA00102 Riverside, CA 92502-0432 Riverside, CA 92507-0704 www.babcocklabs.com NELAP No.OR4035 LACSD No., 10119 3.A.8.a Packet Pg. 239 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Page 2 of 4- Organic Chemicals Form B9F2459-01Sample ID No. CHEMICAL DLRANALYSES RESULTS ENTRY # MCL ug/L TEST METHOD UNITS 77128 <0.50 100 0.50EPA 524.2 ug/L Styrene 34516 <0.50 1 0.50EPA 524.2 ug/L 1,1,2,2-Tetrachloroethane 34475 <0.50 5 0.50EPA 524.2 ug/L Tetrachloroethene 34010 <0.50 150 0.50EPA 524.2 ug/L Toluene 34551 <0.50 5 0.50EPA 524.2 ug/L 1,2,4-Trichlorobenzene 34506 <0.50 200 0.50EPA 524.2 ug/L 1,1,1-Trichloroethane 34511 <0.50 5 0.50EPA 524.2 ug/L 1,1,2-Trichloroethane 39180 <0.50 5 0.50EPA 524.2 ug/L Trichloroethene 34488 <5.0 150 5.0EPA 524.2 ug/L Trichlorofluoromethane 81611 <10 1200 10EPA 524.2 ug/L Trichlorotrifluoroethane 39175 <0.50 0.5 0.50EPA 524.2 ug/L Vinyl Chloride A-014 <0.50 0.50EPA 524.2 ug/L Xylenes (m+p) 77135 <0.50 0.50EPA 524.2 ug/L Xylenes (ortho) 81551 <0.50 1750 0.50EPA 524.2 ug/L Xylenes (Total) 38761 <0.010 0.2 0.010EPA 504.1 ug/L Dibromochloropropane 77651 <0.020 0.05 0.020EPA 504.1 ug/L Ethylene dibromide 39390 <0.10 2 0.10EPA 505 ug/L Endrin 39340 <0.20 0.2 0.20EPA 505 ug/L Lindane 39480 <10 30 10EPA 505 ug/L Methoxychlor 39400 <1.0 3 1.0EPA 505 ug/L Toxaphene 39350 <0.10 0.1 0.10EPA 505 ug/L Chlordane 39100 <3.0 4 3.0EPA 525.2 ug/L DEH-Phthalate 39410 <0.010 0.01 0.010EPA 505 ug/L Heptachlor 39420 <0.010 0.01 0.010EPA 505 ug/L Heptachlor Epoxide 39033 <0.50 1 0.50EPA 525.2 ug/L Atrazine 82199 <2.0 20 2.0EPA 525.2 ug/L Molinate 39055 <1.0 4 1.0EPA 525.2 ug/L Simazine A-001 <1.0 70 1.0EPA 525.2 ug/L Thiobencarb 77825 <1.0 2 1.0EPA 525.2 ug/L Alachlor 38710 <2.0 18 2.0EPA 515.3 ug/L Bentazon 34247 <0.10 0.2 0.10EPA 525.2 ug/L Benzo(a)pyrene 39730 <10 70 10EPA 515.3 ug/L 2,4-D 39045 <1.0 50 1.0EPA 515.3 ug/L 2,4,5-TP Silvex 38432 <10 200 10EPA 515.3 ug/L Dalapon 81287 <2.0 7 2.0EPA 515.3 ug/L Dinoseb A-026 <5.0 400 5.0EPA 525.2 ug/L DEH-Adipate Page 6 of 10 mailing location P 951 653 3351 CA ELAP No. 2698 P.O. Box 432 6100 Quail Valley Court F 951 653 1662 EPA No. CA00102 Riverside, CA 92502-0432 Riverside, CA 92507-0704 www.babcocklabs.com NELAP No.OR4035 LACSD No., 10119 3.A.8.a Packet Pg. 240 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Page 3 of 4- Organic Chemicals Form B9F2459-01Sample ID No. CHEMICAL DLRANALYSES RESULTS ENTRY # MCL ug/L TEST METHOD UNITS 38926 <45 100 45EPA 548.1 ug/L Endothall 79743 <25 700 25EPA 547 ug/L Glyphosate 39700 <0.50 1 0.50EPA 505 ug/L Hexachlorobenzene 34386 <1.0 50 1.0EPA 505 ug/L Hexachlorocyclopentadiene 39032 <0.20 1 0.20EPA 515.3 ug/L Pentachlorophenol 39516 <0.50 0.5 0.50EPA 505 ug/L Polychlorinated Biphenyls (Total PCB's) 39330 <0.075 0.075EPA 505 ug/L Aldrin 34671 <0.50 0.50EPA 505 ug/L Aroclor 1016 39488 <0.50 0.50EPA 505 ug/L Aroclor 1221 39492 <0.50 0.50EPA 505 ug/L Aroclor 1232 39496 <0.50 0.50EPA 505 ug/L Aroclor 1242 39500 <0.50 0.50EPA 505 ug/L Aroclor 1248 39504 <0.50 0.50EPA 505 ug/L Aroclor 1254 39508 <0.50 0.50EPA 505 ug/L Aroclor 1260 39380 <0.020 0.020EPA 505 ug/L Dieldrin 38533 <0.50 0.50EPA 505 ug/L Propachlor 82052 <1.5 1.5EPA 515.3 ug/L Dicamba 39720 <1.0 500 1.0EPA 515.3 ug/L Picloram 77562 <0.50 0.50EPA 524.2 ug/L 1,1,1,2-Tetrachloroethane 77168 <0.50 0.50EPA 524.2 ug/L 1,1-Dichloropropene 77613 <0.50 0.50EPA 524.2 ug/L 1,2,3-Trichlorobenzene 77222 <0.50 0.50EPA 524.2 ug/L 1,2,4-Trimethylbenzene 77226 <0.50 0.50EPA 524.2 ug/L 1,3,5-Trimethylbenzene 34566 <0.50 0.50EPA 524.2 ug/L 1,3-Dichlorobenzene 77173 <0.50 0.50EPA 524.2 ug/L 1,3-Dichloropropane 34561 <0.50 0.50EPA 524.2 ug/L 1,3-Dichloropropene (total) 77170 <0.50 0.50EPA 524.2 ug/L 2,2-Dichloropropane 81595 <5.0 5.0EPA 524.2 ug/L 2-Butanone(MEK-EPA 8260) A-008 <0.50 0.50EPA 524.2 ug/L 2-Chlorotoluene A-009 <0.50 0.50EPA 524.2 ug/L 4-Chlorotoluene 81596 <5.0 5.0EPA 524.2 ug/L 4-Methyl-2-Pentanone(MIBK) 34273 <5.0 5.0EPA 524.2 ug/L Bis(2-chloroethyl)ether''' 81555 <0.50 0.50EPA 524.2 ug/L Bromobenzene A-012 <0.50 0.50EPA 524.2 ug/L Bromochloromethane 34413 <0.50 0.50EPA 524.2 ug/L Bromomethane 34311 <0.50 0.50EPA 524.2 ug/L Chloroethane 34418 <0.50 0.50EPA 524.2 ug/L Chloromethane Page 7 of 10 mailing location P 951 653 3351 CA ELAP No. 2698 P.O. Box 432 6100 Quail Valley Court F 951 653 1662 EPA No. CA00102 Riverside, CA 92502-0432 Riverside, CA 92507-0704 www.babcocklabs.com NELAP No.OR4035 LACSD No., 10119 3.A.8.a Packet Pg. 241 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Page 4 of 4- Organic Chemicals Form B9F2459-01Sample ID No. CHEMICAL DLRANALYSES RESULTS ENTRY # MCL ug/L TEST METHOD UNITS 77596 <0.50 0.50EPA 524.2 ug/L Dibromomethane 34668 <0.50 0.50EPA 524.2 ug/L Dichlorodifluoromethane 34391 <0.50 0.50EPA 524.2 ug/L Hexachlorobutadiene 77223 <0.50 0.50EPA 524.2 ug/L Isopropylbenzene 34696 <0.50 0.50EPA 524.2 ug/L Naphthalene A-010 <0.50 0.50EPA 524.2 ug/L n-Butylbenzene 77224 <0.50 0.50EPA 524.2 ug/L n-Propylbenzene A-011 <0.50 0.50EPA 524.2 ug/L p-Isopropyltoluene 77350 <0.50 0.50EPA 524.2 ug/L sec-Butylbenzene 77353 <0.50 0.50EPA 524.2 ug/L tert-Butylbenzene A-021 <3.0 3.0EPA 531.2 ug/L 3-Hydroxycarbofuran 39053 <3.0 3.0EPA 531.2 ug/L Aldicarb A-020 <4.0 4.0EPA 531.2 ug/L Aldicarb sulfone A-019 <3.0 3.0EPA 531.2 ug/L Aldicarb sulfoxide 77700 <5.0 5.0EPA 531.2 ug/L Carbaryl 81405 <5.0 18 5.0EPA 531.2 ug/L Carbofuran 39051 <2.0 2.0EPA 531.2 ug/L Methomyl 38865 <20 50 20EPA 531.2 ug/L Oxamyl Page 8 of 10 mailing location P 951 653 3351 CA ELAP No. 2698 P.O. Box 432 6100 Quail Valley Court F 951 653 1662 EPA No. CA00102 Riverside, CA 92502-0432 Riverside, CA 92507-0704 www.babcocklabs.com NELAP No.OR4035 LACSD No., 10119 3.A.8.a Packet Pg. 242 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) The following analytical flags and qualifiers are associated with this report: FlagLab Number Flagged Analyte Method Sample Qualifier NRPDcB9F2459-01 EPA 505Aldrin NRPDcB9F2459-01 EPA 505Dieldrin NRPDcB9F2459-01 EPA 505Endrin NRPDcB9F2459-01 EPA 505Heptachlor NRPDcB9F2459-01 EPA 505Heptachlor Epoxide NRPDcB9F2459-01 EPA 505Hexachlorobenzene NRPDcB9F2459-01 EPA 505Lindane NRPDcB9F2459-01 EPA 505Methoxychlor NCALhNDB9F2459-01 EPA 515.32,4,5-TP Silvex NCALhND, NLOhND B9F2459-01 EPA 515.3Dalapon NCALhND, NLOhND B9F2459-01 EPA 525.2Simazine NMoutB9F2459-01 EPA 547Glyphosate N_contB9F2459-01 SM 2150BOdor Notes and Definitions pH: Regulatory 15 minute holding time exceeded B9F2459-01 N_cont Sample submitted in an inappropriate container. NCALhND Calibration Verification recovery was above the method control limit for this analyte. Analyte not detected, therefore data not impacted. NLOhND LCS recovery was above method control limit for this analyte. Analyte not detected, therefore data not impacted. NMout The matrix spike and/or matrix spike duplicate performed on this sample did not meet laboratory acceptance criteria. NRPDc The RPD value for the LCS/LCSD did not meet laboratory acceptance criteria. DLR Detection Limit for Reporting. A result below this level is considered a non-detect <Analyte NOT DETECTED at or above the DLR MCL Maximum Contaminant Level. A result above this level will exceed the compliance limit. * / ''' :NELAP does not offer accreditation for this analyte/method/matrix combination Page 9 of 10 mailing location P 951 653 3351 CA ELAP No. 2698 P.O. Box 432 6100 Quail Valley Court F 951 653 1662 EPA No. CA00102 Riverside, CA 92502-0432 Riverside, CA 92507-0704 www.babcocklabs.com NELAP No.OR4035 LACSD No., 10119 3.A.8.a Packet Pg. 243 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) e-CA Write-On.rpt This report applies only to the sample(s) analyzed. As a mutual protection to clients, the public, and Babcock Laboratories, Inc., this report is submitted and accepted for the exclusive use of the Client to whom it is addressed. Interpretation and use of the information contained within this report are the sole responsibility of the Client. Babcock Laboratories, Inc. is not responsible for any misinformation or consequences that may result from misinterpretation or improper use of this report. This report is not to be modified or abbreviated in any way. Additionally, this report is not to be used, in whole or in part, in any advertising or publicity matter without written authorization from Babcock Laboratories, Inc. The liability of Babcock Laboratories, Inc. is limited to the actual cost of the requested analyses, unless otherwise agreed upon in writing. There is no other warranty expressed or implied. Enclosed are the analytical results for the submitted sample(s). Babcock Laboratories certify the data presented as part of this report meet the minimum quality standards in the referenced analytical methods. Any exceptions have been noted. Approval Omar.Khan@Waterboards.ca.govcc: Cindy A. Waddell Page 10 of 10 mailing location P 951 653 3351 CA ELAP No. 2698 P.O. Box 432 6100 Quail Valley Court F 951 653 1662 EPA No. CA00102 Riverside, CA 92502-0432 Riverside, CA 92507-0704 www.babcocklabs.com NELAP No.OR4035 LACSD No., 10119 3.A.8.a Packet Pg. 244 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Page 1 of 1 mailing location P 951 653 3351 CA ELAP No. 2698 P.O. Box 432 6100 Quail Valley Court F 951 653 1662 EPA No. CA00102 Riverside, CA 92502-0432 Riverside, CA 92507-0704 www.babcocklabs.com NELAP No.OR4035 LACSD No., 10119 3.A.8.a Packet Pg. 245 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) 02/16/22 15:40 3/3/2022 Temperature: 5Received on Ice (Y/N): Yes Arthur Mullen Bath Title 22 San Jacinto-DW-CC P.O. Box 488 City of San Jacinto Co Work Order San Jacinto CA, 92583 Reported: Project Manager: Project Number: Project: Received: Arthur Mullen C2B2278 Sampled By SampledSample NameLab Number California Drinking Water regulations require that the results for specific sources be reported to the State in electronic format. The notation "EDT" will appear on the header page of each report if this information has been sent to the State database. Also, enclosed is a copy of the Chain of Custody document (if received with your sample (s)). If you have any questions or concerns regarding this report please contact our client service department. The following samples are included in this report: Received Submitted By C2B2278-01 Joseph Youhouse 02/16/22 15:4002/16/22 8:28 Joseph YouhouseCA3310032_014_014 Page 1 of 10 mailing P.O. Box 432 Riverside, CA 92502-0432 CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com location 6100 Quail Valley Court Riverside, CA 92507-0704 3.A.8.a Packet Pg. 246 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Laboratory Name: Sample ID No. STATE FORM Project Manager: Date of Report:22/03/03 Name of Sampler:Employed By: Date/Time Sample Collected: Date/Time Sample Received @ Lab: Date Analyses Completed:22/03/01 System Name: Name or Number of Sample Source: System Number: ******************************************************************************** Date/Time of Sample: YY MM DD TTTT Station Number: Laboratory Code: Submitted by: ******************************************************************************* Date Analyses Completed: YY MM DD 22/03/01 Phone # :************======================================================================================*************C2B2278-01 WELL 10 BATH STREET SAN JACINTO, CITY OF Babcock Laboratories, Inc. - Riverside Joseph Youhouse 22/02/16 08:28 22/02/16 08:28 22/02/16 15:40 Angela E. Brown CA3310032 2698 City Of San Jacinto CA3310032_014_014 CHEMICAL DLRANALYSES RESULTS MCLTEST METHOD UNITS Notes Cations EPA 200.7 mg/L CALCIUM 70 EPA 200.7 mg/L MAGNESIUM 6.5 EPA 200.7 mg/L POTASSIUM 4.1 EPA 200.7 mg/L SODIUM 27 SM 2340B/EPA 200.7 mg/L HARDNESS, TOTAL (AS CACO3)200 Anions EPA 300.0 mg/L CHLORIDE 16 0.1EPA 300.0 mg/L FLUORIDE 0.18 0.410EPA 300.0 mg/L NITRATE AS N <0.20 0.41EPA 300.0 mg/L NITRITE <0.1 EPA 300.0 mg/L SULFATE 51 SM 2320B mg/L as CaCO3 ALKALINITY, BICARBONATE 180 SM 2320B mg/L as CaCO3 ALKALINITY, CARBONATE <5.0 SM 2320B mg/L as CaCO3 ALKALINITY, TOTAL 180 SM 2320B mg/L as CaCO3 HYDROXIDE AS CALCIUM CARBONATE <5.0 Page 2 of 10 mailing P.O. Box 432 Riverside, CA 92502-0432 CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com location 6100 Quail Valley Court Riverside, CA 92507-0704 3.A.8.a Packet Pg. 247 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Page 2 of 7- Organic Chemicals Form Sample ID No.C2B2278-01 CHEMICAL DLRANALYSES RESULTS MCLTEST METHOD UNITS Notes Aggregate Properties SM 2510 B umhos/cm CONDUCTIVITY @ 25 C UMHOS/CM 480 SM 4500H+ B pH Units PH 8.1 Solids SM 2540C mg/L TDS 290 General Physical SM 2120B Color Units COLOR <3.0 0.1SM 2130 B NTU TURBIDITY 0.68 1TONSM 2150B T.O.N.*ODOR <1.0 Surfactants SM 5540C mg/L FOAMING AGENTS (SURFACTANTS)<0.08 General Inorganics 26EPA 314.0 ug/L PERCHLORATE <2.0 100SM 4500CN E ug/L CYANIDE <100 Metals and Metalloids 501000EPA 200.7 ug/L ALUMINUM <50 1001000EPA 200.7 ug/L BARIUM 160 501000EPA 200.7 ug/L COPPER, FREE <50 100EPA 200.7 ug/L IRON <100 20EPA 200.7 ug/L MANGANESE 130 10100EPA 200.7 ug/L NICKEL <10 505000EPA 200.7 ug/L ZINC <50 66EPA 200.8 ug/L ANTIMONY, TOTAL <6.0 210EPA 200.8 ug/L ARSENIC <2.0 14EPA 200.8 ug/L BERYLLIUM, TOTAL <1.0 15EPA 200.8 ug/L CADMIUM <1.0 1050EPA 200.8 ug/L CHROMIUM <1.0 515EPA 200.8 ug/L LEAD <5.0 12EPA 200.8 ug/L MERCURY <1.0 Page 3 of 10 mailing P.O. Box 432 Riverside, CA 92502-0432 CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com location 6100 Quail Valley Court Riverside, CA 92507-0704 3.A.8.a Packet Pg. 248 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Page 3 of 7- Organic Chemicals Form Sample ID No.C2B2278-01 CHEMICAL DLRANALYSES RESULTS MCLTEST METHOD UNITS Notes 550EPA 200.8 ug/L SELENIUM <5.0 10100EPA 200.8 ug/L SILVER <10 NLOhND 12EPA 200.8 ug/L THALLIUM, TOTAL <1.0 EDB and DBCP by EPA 504 0.010.2EPA 504.1 ug/L 1,2-DIBROMO-3-CHLOROPROPANE <0.010 0.020.05EPA 504.1 ug/L ETHYLENE DIBROMIDE <0.020 Chlorinated Herbicides by EPA 515.3 150EPA 515.3 ug/L 2,4,5-TP <1.0 1070EPA 515.3 ug/L 2,4-D <10 218EPA 515.3 ug/L BENTAZON <2.0 10200EPA 515.3 ug/L DALAPON <10 1.5EPA 515.3 ug/L DICAMBA <1.5 27EPA 515.3 ug/L DINOSEB <2.0 0.21EPA 515.3 ug/L PENTACHLOROPHENOL <0.20 1500EPA 515.3 ug/L PICLORAM <1.0 Volatile Organic Compounds by EPA 524.2 0.5EPA 524.2 ug/L 1,1,1,2-TETRACHLOROETHANE <0.50 0.5200EPA 524.2 ug/L 1,1,1-TRICHLOROETHANE <0.50 0.51EPA 524.2 ug/L 1,1,2,2-TETRACHLOROETHANE <0.50 0.55EPA 524.2 ug/L 1,1,2-TRICHLOROETHANE <0.50 0.55EPA 524.2 ug/L 1,1-DICHLOROETHANE <0.50 0.56EPA 524.2 ug/L 1,1-DICHLOROETHYLENE <0.50 0.5EPA 524.2 ug/L 1,1-DICHLOROPROPENE <0.50 0.5EPA 524.2 ug/L 1,2,3-TRICHLOROBENZENE <0.50 0.55EPA 524.2 ug/L 1,2,4-TRICHLOROBENZENE <0.50 0.5EPA 524.2 ug/L 1,2,4-TRIMETHYLBENZENE <0.50 0.50.5EPA 524.2 ug/L 1,2-DICHLOROETHANE <0.50 0.55EPA 524.2 ug/L 1,2-DICHLOROPROPANE <0.50 0.5EPA 524.2 ug/L 1,3,5-TRIMETHYLBENZENE <0.50 0.5EPA 524.2 ug/L 1,3-DICHLOROPROPANE <0.50 Page 4 of 10 mailing P.O. Box 432 Riverside, CA 92502-0432 CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com location 6100 Quail Valley Court Riverside, CA 92507-0704 3.A.8.a Packet Pg. 249 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Page 4 of 7- Organic Chemicals Form Sample ID No.C2B2278-01 CHEMICAL DLRANALYSES RESULTS MCLTEST METHOD UNITS Notes 0.5EPA 524.2 ug/L 1,3-DICHLOROPROPENE <0.50 0.5EPA 524.2 ug/L 2,2-DICHLOROPROPANE <0.50 5EPA 524.2 ug/L 4-METHYL-2-PENTANONE <5.0 0.51EPA 524.2 ug/L BENZENE <0.50 EPA 524.2 ug/L BIS(2-CHLOROETHYL) ETHER <5.0 0.5EPA 524.2 ug/L BROMOBENZENE <0.50 0.5EPA 524.2 ug/L BROMOCHLOROMETHANE <0.50 1EPA 524.2 ug/L BROMODICHLOROMETHANE <0.50 1EPA 524.2 ug/L BROMOFORM <0.50 0.50.5EPA 524.2 ug/L CARBON TETRACHLORIDE <0.50 0.570EPA 524.2 ug/L CHLOROBENZENE <0.50 0.5EPA 524.2 ug/L CHLOROETHANE <0.50 1EPA 524.2 ug/L CHLOROFORM <0.50 0.5EPA 524.2 ug/L CHLOROMETHANE <0.50 0.56EPA 524.2 ug/L CIS-1,2-DICHLOROETHYLENE <0.50 0.50.5EPA 524.2 ug/L CIS-1,3-DICHLOROPROPENE <0.50 1EPA 524.2 ug/L DIBROMOCHLOROMETHANE <0.50 0.5EPA 524.2 ug/L DIBROMOMETHANE <0.50 0.5EPA 524.2 ug/L DICHLORODIFLUOROMETHANE <0.50 0.55EPA 524.2 ug/L DICHLOROMETHANE <0.50 0.5300EPA 524.2 ug/L ETHYLBENZENE <0.50 0.5EPA 524.2 ug/L HEXACHLOROBUTADIENE <0.50 0.5EPA 524.2 ug/L ISOPROPYLBENZENE <0.50 0.5EPA 524.2 ug/L M-DICHLOROBENZENE <0.50 5EPA 524.2 ug/L METHYL ETHYL KETONE <5.0 35EPA 524.2 ug/L METHYL TERT-BUTYL ETHER <3.0 0.5EPA 524.2 ug/L NAPHTHALENE <0.50 0.5EPA 524.2 ug/L N-BUTYLBENZENE <0.50 0.5EPA 524.2 ug/L N-PROPYLBENZENE <0.50 0.5EPA 524.2 ug/L O-CHLOROTOLUENE <0.50 0.5600EPA 524.2 ug/L O-DICHLOROBENZENE <0.50 Page 5 of 10 mailing P.O. Box 432 Riverside, CA 92502-0432 CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com location 6100 Quail Valley Court Riverside, CA 92507-0704 3.A.8.a Packet Pg. 250 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Page 5 of 7- Organic Chemicals Form Sample ID No.C2B2278-01 CHEMICAL DLRANALYSES RESULTS MCLTEST METHOD UNITS Notes 0.5EPA 524.2 ug/L O-XYLENE <0.50 0.5EPA 524.2 ug/L P-CHLOROTOLUENE <0.50 0.55EPA 524.2 ug/L P-DICHLOROBENZENE <0.50 EPA 524.2 ug/L P-ISOPROPYLTOLUENE <0.50 0.5EPA 524.2 ug/L SEC-BUTYLBENZENE <0.50 0.5100EPA 524.2 ug/L STYRENE <0.50 0.5EPA 524.2 ug/L TERT-BUTYLBENZENE <0.50 0.55EPA 524.2 ug/L TETRACHLOROETHYLENE <0.50 0.5150EPA 524.2 ug/L TOLUENE <0.50 0.510EPA 524.2 ug/L TRANS-1,2-DICHLOROETHYLENE <0.50 0.50.5EPA 524.2 ug/L TRANS-1,3-DICHLOROPROPENE <0.50 0.55EPA 524.2 ug/L TRICHLOROETHYLENE <0.50 5150EPA 524.2 ug/L TRICHLOROFLUOROMETHANE <5.0 101200EPA 524.2 ug/L TRICHLOROTRIFLUOROETHANE <10 0.50.5EPA 524.2 ug/L VINYL CHLORIDE <0.50 0.5EPA 524.2 ug/L XYLENE, META AND PARA <0.50 0.51750EPA 524.2 ug/L XYLENES, TOTAL <0.50 Semivolatile Organic Compounds by EPA 525.2 0.51EPA 525.2 ug/L ATRAZINE <0.50 NLOhND 0.10.2EPA 525.2 ug/L BENZO(A)PYRENE <0.10 5400EPA 525.2 ug/L DI(2-ETHYLHEXYL) ADIPATE <5.0 34EPA 525.2 ug/L DI(2-ETHYLHEXYL) PHTHALATE <3.0 12EPA 525.2 ug/L LASSO <1.0 220EPA 525.2 ug/L MOLINATE <2.0 14EPA 525.2 ug/L SIMAZINE <1.0 NLOhND 170EPA 525.2 ug/L THIOBENCARB (BOLERO)<1.0 Carbamates by EPA 531.2 3EPA 531.2 ug/L 3-HYDROXYCARBOFURAN <3.0 3EPA 531.2 ug/L ALDICARB <3.0 4EPA 531.2 ug/L ALDICARB SULFONE <4.0 Page 6 of 10 mailing P.O. Box 432 Riverside, CA 92502-0432 CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com location 6100 Quail Valley Court Riverside, CA 92507-0704 3.A.8.a Packet Pg. 251 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Page 6 of 7- Organic Chemicals Form Sample ID No.C2B2278-01 CHEMICAL DLRANALYSES RESULTS MCLTEST METHOD UNITS Notes 3EPA 531.2 ug/L ALDICARB SULFOXIDE <3.0 5EPA 531.2 ug/L CARBARYL <5.0 518EPA 531.2 ug/L CARBOFURAN <5.0 2EPA 531.2 ug/L METHOMYL <2.0 2050EPA 531.2 ug/L OXAMYL <20 Glyphosate by EPA 547 25700EPA 547 ug/L GLYPHOSATE <25 Endothall by EPA 548.1 45100EPA 548.1 ug/L ENDOTHALL <45 Organochlorine Pesticides and PCBs by EPA 505 0.075EPA 505 ug/L ALDRIN <0.075 0.5EPA 505 ug/L AROCLOR 1016 <0.50 0.5EPA 505 ug/L AROCLOR 1221 <0.50 0.5EPA 505 ug/L AROCLOR 1232 <0.50 0.5EPA 505 ug/L AROCLOR 1242 <0.50 0.5EPA 505 ug/L AROCLOR 1248 <0.50 0.5EPA 505 ug/L AROCLOR 1254 <0.50 0.5EPA 505 ug/L AROCLOR 1260 <0.50 0.20.2EPA 505 ug/L BHC-GAMMA <0.20 0.10.1EPA 505 ug/L CHLORDANE <0.10 0.02EPA 505 ug/L DIELDRIN <0.020 0.12EPA 505 ug/L ENDRIN <0.10 0.010.01EPA 505 ug/L HEPTACHLOR <0.010 0.010.01EPA 505 ug/L HEPTACHLOR EPOXIDE <0.010 0.51EPA 505 ug/L HEXACHLOROBENZENE <0.50 150EPA 505 ug/L HEXACHLOROCYCLOPENTADIENE <1.0 1030EPA 505 ug/L METHOXYCHLOR <10 0.5EPA 505 ug/L PROPACHLOR <0.50 0.50.5EPA 505 ug/L TOTAL POLYCHLORINATED BIPHENYLS (PCB) <0.50 Page 7 of 10 mailing P.O. Box 432 Riverside, CA 92502-0432 CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com location 6100 Quail Valley Court Riverside, CA 92507-0704 3.A.8.a Packet Pg. 252 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Page 7 of 7- Organic Chemicals Form Sample ID No.C2B2278-01 CHEMICAL DLRANALYSES RESULTS MCLTEST METHOD UNITS Notes 13EPA 505 ug/L TOXAPHENE <1.0 Page 8 of 10 mailing P.O. Box 432 Riverside, CA 92502-0432 CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com location 6100 Quail Valley Court Riverside, CA 92507-0704 3.A.8.a Packet Pg. 253 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) The following analytical flags and qualifiers are associated with this report: FlagLab Number Flagged Analyte Method Sample Qualifier NLOhNDC2B2278-01 EPA 200.8Silver NLOhNDC2B2278-01 EPA 525.2Atrazine NLOhNDC2B2278-01 EPA 525.2Simazine Notes and Definitions pH: Regulatory 15 minute holding time exceeded C2B2278-01 NLOhND LCS recovery was above method control limit for this analyte. Analyte not detected, therefore data not impacted. DLR Detection Limit for Reporting. A result below this level is considered a non-detect <Analyte NOT DETECTED at or above the DLR MCL Maximum Contaminant Level. A result above this level will exceed the compliance limit. * / ''' :NELAP does not offer accreditation for this analyte/method/matrix combination e-CA State Form.rpt This report applies only to the sample(s) analyzed. As a mutual protection to clients, the public, and Babcock Laboratories, Inc., this report is submitted and accepted for the exclusive use of the Client to whom it is addressed. Interpretation and use of the information contained within this report are the sole responsibility of the Client. Babcock Laboratories, Inc. is not responsible for any misinformation or consequences that may result from misinterpretation or improper use of this report. This report is not to be modified or abbreviated in any way. Additionally, this report is not to be used, in whole or in part, in any advertising or publicity matter without written authorization from Babcock Laboratories, Inc. The liability of Babcock Laboratories, Inc. is limited to the actual cost of the requested analyses, unless otherwise agreed upon in writing. There is no other warranty expressed or implied. Enclosed are the analytical results for the submitted sample(s). Babcock Laboratories certify the data presented as part of this report meet the minimum quality standards in the referenced analytical methods. Any exceptions have been noted. Approval Omar.Khan@Waterboards.ca.govcc: Angela E. Brown Page 9 of 10 mailing P.O. Box 432 Riverside, CA 92502-0432 CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com location 6100 Quail Valley Court Riverside, CA 92507-0704 3.A.8.a Packet Pg. 254 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) Page 10 of 10 mailing P.O. Box 432 Riverside, CA 92502-0432 CA ELAP No.2698 EPA No.CA00102 NELAP No.OR4035 LACSD No.10119 P (951) 653-3351 F (951) 653-1662 www.babcocklabs.com location 6100 Quail Valley Court Riverside, CA 92507-0704 3.A.8.a Packet Pg. 255 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL ATTACHMENT-B: Drawings 3.A.8.a Packet Pg. 256 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) >>>>>>>>>>>>>>>>>>>>>>>>>>XX X X X X X >>X X X X X X XXXXXXXXXXXXXXXCC CC CC CC CC CC CC CC CC CC CC CC CC CC CC>WM WM(1576)(1575) (1577)(1577)(1577) (1574)(1573)(1577)(1578)(1578)(1578) (1576)(1577)12''W12''DIDIESEL18''PVC18''PVC18''PVC18''PVC18''PVC18''PVC18''PVC16''W(ABAND)16''W(ABAND)16''W(ABAND)16''W(ABAND)16''W(ABAND)16''W(ABAND)10' ' W ( A B A N D )EEOHEOHEOHEOHEOHEOHEOHEOHEEEEEEEEEEOHEOHEOHEOHE18''DI18''DI18''DI 18''DI 18''DI 18''DI 18''DI 18''DI 18''DI 18''DI 18''DI 18''DI 18''DI 18''PVC 10''W(ABAND)10''W(ABAND)12''W12''W12''W12''W12''W12''W4''DI4''DI4''DI4''DI4''DI4''DI4''DI 12''STL 8''DI 8''DI 6''W6''W6''W6''W6''DI6''DI6''DI6''DI6''DI6''DI6''DI6''DI12''PVC 12''PVC 12''PVC 12''W12''DI8''W 8''DIEEE8''DI8''DI8''DI8''DI8''DI8''DI8''DI 8''DI 8''DI 10''PVC 10''PVC 10''PVC 10''PVC 10''PVC 10''PVC 10''PVC 10''PVC 10''PVC 10''PVC EEEEEEEEEEE EEEEE E EEEEEEEESSSSSSSSSSSSESS ESSSS8''W(ABAND)6''STL6''STL6''STL6''STL12''DI12''DI12''DI12''DI12''DI12''DI12''DI12''DI 12''DI 12''DI COMMCOMM12''PVC 12''PVC 12''PVC 12''PVC 12''PVC 12''PVC 12''PVC 12''PVC 12''PVC 8''W(ABAND)8''W(ABAND)8''W(ABAND)8''W(ABAND)8''W(ABAND)8''W(ABAND)8''S 8''S 8''S 8''S 8''S 8''S WM 1''WTOPOGRAPHIC SURVEY AND UTILITY AS-BUILTS COMPOSITE MAP #SHEETJN:DE: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "BLUE STAKE" AT 1-800-STAKE IT (1-800-782-5348) TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR CONSTRUCTION. NOTICE TO CONTRACTORS: No.REVISION:APP.DATE: 1 2 3 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING ITEMS ARE NOT TO SCALE 1/20 1 SAN JACINTO, CA XXX 2022834.00 BATH WELL POTABLE WTP XXCH:HL DR:HL X:\2022\2022834.00-San Jacinto-Bath Well Potable WTP\DWG\Sheets\Improvement Plans\2022834.00 Shtxx-C-1 TopoSurvey-Existing_layout.dwg | 10/18/2022 2:45 PM OF 118 West Lime Avenue Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com California ● Arizona Civil, Water, Wastewater, Drainage, and Transportation Engineering Construction Management ● Surveying R/W ALLEY EXISTING RESERVOIR TANK #2 (1.0 MG) EXISTING RECYCLE CLARIFER TANK (38'Ø X 12' H) EXISTING FILTRATION BUILDING (APPOX.23' X 42') EXISTING REACTION TANK EXISTING TREATED WATER PIPELINE EXISTING 18" Ø TREATED WATER DISCHARGE PIPELINE ARTESIA WELL SUPPLY PIPELINE EXISTING 12" PVC WATER5' N/O ALLEY CLCLCL EXISTING BACKWASH SUPPLY PUMP EXISTING TREATED WATER BOOSTER PUMP EXISTING RESERVOIR TANK #2 (0.5 MG) EX. SLUDGE DRYING PIT EXISTING BOOSTER PUMP ELECTRICAL PANEL EXISTING CHLORINE ROOM AND WELL PANEL EX. BLOW OFF EX. WELL AND WELL PUMP EX. WELL AND WELL PUMP (NOT IN USE) EX. DIESEL GENERATOR EX. ELECTRICAL PANEL EXISTING 6" Ø BACKWASH WASTE WATER LINE EXISITNG 6" Ø BACKWASH WASTE WATER LINE EXISTING BELOW GRADE VALVE VAULT (NOT IN USE) EXISTING 4" Ø RECYCLE WATER LINE AC CONDENSER PANEL EXISTING 12" Ø WATER PIPELINE EXISTING 6" Ø WASTE FILTRATE DISCHARGE LINE EXISTING 10" Ø WATER LINE (NOT IN USE) EX. FENCE EX. FENCE EX. FENCE EX. FENCE EX. FENCE EX. FENCE EXISTING PILED DIRT EX. FLOW LINE EX. FLOW LINE EX. ELECTRICAL OVERHEAD WIRE EX. ELECTRICAL POLE EX. ELECTRICAL PANEL EXISTING10" WATER@ CLEXISTING 18" CMCL 5' S/O ALLEY CLEX. SEWER MH PL PL PL PLPLPLPLPLPLPL BENCH MARK: CITY OF SAN JACINTO BENCHMARK NO. 76: ELEVATION: 1580.670 DESCRIPTION: FOUND BRASS CAP MONUMENT STAMPED H-1-23 RESET. LOCATION:IN SIDEWALK ON NORTH SIDE OF MAIN STREET, WEST OF CAMINO LOS BANOS, 72' +/- WEST OF THE BCR & 2.2' NORHT OF NORTH CURB FACE JUST WEST OF A POWER POLE. BASIS OF BEARING: THE BEARING OF N 83° 36' 50" W BEING THE CENTERLINE OF CAMNIO LOS BANOS BETWEEN MAIN STREET AND FIRST STREET AS SHOWN ON R.S. 80/100, WAS TAKEN AS THE BASIS OF BEARING. A SURVEYOR'S NOTE: SURVEY DATE 08/18/2022 THE BOUNDARY LINES SHOWN ON THE SURVEY WERE TAKEN FROM THE COUNTY ASSESSMENT PLAT, AND NOT BASED ON AN ACTUAL FIELD SURVEY. THESE LINES WERE FOR INFORMATIONAL PURPOSES ONLY TO CHECK THAT THE AREAS NEEDED TO BE SURVEYED FOR THE PROJECT WAS COMPLETED. EUGENE C. DUNCAN, LS 7745 UTILITY AS-BUILTS NOTES THE UTILITY AS-BUILT COMPOSITE MAP ARE PROVIDED BASED ON THE AS-BUILT, DIAGRAMS, AND RECORD DRAWINGS PROVIDED BY CITY OF SAN JACINTO FOR REFERENCE ONLY. FIELD VERIFICATION IS REQUIRED BEFORE COMMENCING ANY DEMOLITION AND/OR CONSTRUCTION WORK IN THE AREAS OF THE MAP SHOWN HEREON.TRANSMISSION LINENTS 3.A.8.a Packet Pg. 257 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) >>>>>>>>>>>>>>>>>>>>>>>>>>XX X X X X X >>X X X X X X XXXXXXXXXXXXXXXCC CC CC CC CC CC CC CC CC CC>12''W DIESEL18''PVC18''PVC18''PVC18''PVC18''PVCEEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE18''DI18''DI18''DI 18''DI 18''DI 18''DI 18''DI 18''DI 18''DI 18''DI 18''DI 18''DI 18''DI 12''W12''W12''W12''W12''W12''W6''DI6''DI6''DI6''DI6''DI6''DI6''DI6''DI12''PVC 12''PVC 12''PVC 12''W12''DI8''WEE E10''PVC 10''PVC 10''PVC 10''PVC 10''PVC 10''PVC 10''PVC 10''PVC 10''PVC 10''PVC EE EEEEE E EEEEEEEESSSSSSSSSSSSSS ESSSS12''DI12''DI12''DI12''DI12''DI12''DI12''DI12''DI 12''DI 12''DI COMMCOMM12''PVC 12''PVC 12''PVC 12''PVC 12''PVC 12''PVC 12''PVC 12''PVC 12''PVC 8''S 8''S 8''S 8''S 8''S 8''S WM 1''WNTS NEW TREATMENT SYSTEM SITE LAYOUT CONCEPT PLAN 2SHEETJN:DE: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "BLUE STAKE" AT 1-800-STAKE IT (1-800-782-5348) TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR CONSTRUCTION. NOTICE TO CONTRACTORS: No.REVISION:APP.DATE: 1 2 3 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING ITEMS ARE NOT TO SCALE 1/20 1 SAN JACINTO, CA XXX 2022834.00 BATH WELL POTABLE WTP XXCH:HL DR:HL X:\2022\2022834.00-San Jacinto-Bath Well Potable WTP\DWG\Sheets\Exhibits\2022834.00 RFP_Appendix D-2_Conceptual_Layout.dwg | 10/21/2022 4:36 PM OF 118 West Lime Avenue Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com California ● Arizona Civil, Water, Wastewater, Drainage, and Transportation Engineering Construction Management ● Surveying NEW TREATMENT SYSTEM SITE LAYOUT ALLEY EXISTING RESERVOIR TANK #2 (1.0 MG) NEW DECANTER TANK EXISTING FILTRATION BUILDING TO REMAIN DURING CONSTRUCTION EXISTING 18" Ø TREATED WATER DISCHARGE PIPELINE ARTESIA WELL SUPPLY PIPELINE CL EXISTING TREATED WATER BOOSTER PUMP EXISTING RESERVOIR TANK #2 (0.5 MG) EX. SLUDGE DRYING PIT EXISTING BOOSTER PUMP ELECTRICAL PANEL EX. BLOW OFF EX. WELL AND WELL PUMP EXISTING DIESEL GENERATOR EX. ELECTRICAL PANEL NEW BACKWASH WASTE WATER LINE, SIZE TBD AC CONDENSER PANEL EXISTING 12" Ø WATER PIPELINE EX. FENCE EX. FENCE EX. FENCE EXISTING PILED DIRT EX. FLOW LINE EX. FLOW LINE EX. ELECTRICAL OVERHEAD WIRE EX. ELECTRICAL POLE EX. ELECTRICAL PANELEXISTING12" WATER@ CLEX. SEWER MH PLPLPLPLPLCONCEPT PLAN MAP NEW TREATMENT SYSTEM FROM SUPPLIER, INCLUDING: ·REACTION TANK(S) ·TREATMENT VESSELS ·CHEMICAL STORAGE AND PUMPS ·BACKWASH PUMPS AND BLOWERS (IF APPLICABLE) ·ELECTRICAL AND CONTROL PANEL ·DECANTED BACKWASH PUMP SYSTEM. (SIZE OF CONCRETE PAD IS TO BE DETERMINED BY SUPPLIER) NEW BACKWASH SUPPLY WATER PIPELINE, SIZE TBD. NEW BATH WELL WATER TREATMENT SUPPLY PIPE. SIZE TBD. NEW BATH WELL WATER TREATMENT SUPPLY PIPE. SIZE TBD. ARTESIA WELL SUPPLY PIPELINE, SIZE TBD. NEW TREATMENT SYSTEM BUILDINGEXISTING 18" CMCL 5' S/O ALLEY CLTRANSMISSION LINENEW RECYCLE WATER LINE SIZE TBD 20'2 1 ' 20' 3.A.8.a Packet Pg. 258 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) 6 PROCESS FLOW DIAGRAM IRON & MANGANESE TREATMENT SYSTEM NEW DECANTER TANK SYSTEM AWWA D103 BOLTED STEEL TANK 7 DAYS BACKWASH STORAGE (FOUNDATION BY OTHERS) CL ANALYZER TREATMENT SYSTEM PLC CONTROL PANEL SHEETJN:DE: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "BLUE STAKE" AT 1-800-STAKE IT (1-800-782-5348) TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR CONSTRUCTION. NOTICE TO CONTRACTORS: No.REVISION:APP.DATE: 1 2 3 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING ITEMS ARE NOT TO SCALE 1/20 1 SAN JACINTO, CA XXX 2022834.00 BATH WELL POTABLE WTP XXCH:HL DR:HL X:\2022\2022834.00-San Jacinto-Bath Well Potable WTP\Documents\Reports\Prepurchase Proposal\Cad\2022834.00 Shtxx-PDF.dwg | 10/17/2022 2:40 PM OF 118 West Lime Avenue Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com California ● Arizona Civil, Water, Wastewater, Drainage, and Transportation Engineering Construction Management ● Surveying DRAIN TO SHC INJECTION POINT BULK SHC STORAGE DBL CONTAINMENT 30 DAY SUPPLY DAY TANK SHC METERING PUMPS 1DUTY/1STANDBY SAMPLE STREAM ULTRASONIC LEVEL SENSORFLOATING DECANTING MECHANISM AIR BLOWER SYSTEM (IF APPLICABLE) SKID MOUNTED 1 DUTY/1 STANDBY BACKWASH PUMP SYSTEM 1DUTY/1STANDBY SKID MOUNTED 2500 GPM CAPACITY PRESSURE VESSELS AND MEDIA TREATMENT SYSTEM TWO VESSELS MINIMUM SKID MOUNTED EXISTING FINISHED WATER RESERVOIR EXISTING/NEW DISINFECTION SYSTEM EXISTING DISTRIBUTION SYSTEM PUMPS EXISTING ARTESIA WELL EXISTING BATH WELL EXISTING SLUDGE DRYING BED SLUDGE TRANSFER PUMPS (BY OTHERS) SCOPE OF TREATMENT SYSTEM SUPPLIER SCOPE OF TREATMENT SYSTEM SUPPLIER BACKWASH SUPPLY YARD PIPING BY OTHERS BACKWASH WASTE OUT TO DECANTING SYSTEM MMPT PT NOTE: THIS DEPICTS A GENERAL ARRANGEMENT AND NOT ALL VALVES AND ACCESSORIES REQUIRED FOR A COMPLETE FUNCTIONAL SYSTEM ARE SHOWN FOR CLARITY SEE SPECIFICATIONS BACKWASH WASTE FROM SUPPLIER PROVIDED TREATMENT SKID (YARD PIPING BY OTHERS) RAW WATER INFLUENT TREATED WATER EFFLUENT PACKAGED DECANT WATER RETURN PUMPS 1 DUTY/1 STANDBY EACH SIZED 200 GPM UP TO 75 PSI SKID MOUNTED VFD CONTROL FLUSHING CONNECTION MAGNETIC FLOW METER MAGNETIC FLOW METER REACTION TANK(S) (IF APPLICABLE)MBYPASS BLENDING LINE MAGNETIC FLOW METER DECANT WATER TO TREATMENT INFLUENT (YARD PIPING BY OTHERS) WYE STRAINER CARTRIDGE FILTER 200+ GPM 150 PSI (IF NECESSARY) 3.A.8.a Packet Pg. 259 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) COAGULANT (IF APPLICABLE) OXIDANT pH ADJUSTAMENT (IF APPLICABLE)MM M P P P M 6SHEETJN:DE: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "BLUE STAKE" AT 1-800-STAKE IT (1-800-782-5348) TWO WORKING DAYS PRIOR TO ANY EXCAVATION OR CONSTRUCTION. NOTICE TO CONTRACTORS: No.REVISION:APP.DATE: 1 2 3 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING ITEMS ARE NOT TO SCALE 1/20 1 SAN JACINTO, CA XXX 2022834.00 BATH WELL POTABLE WTP XXCH:HL DR:HL X:\2022\2022834.00-San Jacinto-Bath Well Potable WTP\Documents\Reports\Prepurchase Proposal\RFP\Development Support Files\Cad\2022834.00 Shtxx-PFD2.dwg | 10/21/2022 3:15 PM OF 118 West Lime Avenue Monrovia, CA 91016 Phone: 626.357.0588 Fax: 626.303.7957 Web: www.civiltec.com California ● Arizona Civil, Water, Wastewater, Drainage, and Transportation Engineering Construction Management ● Surveying PILOT-TEST PROCESS FLOW DIAGRAM IRON & MANGANESE TREATMENT SYSTEM OUTLET PRESSURE METERING PUMPS FINISHED WATER BACKWASH SUPPLY CHEMICAL PRETREATMENT CHEMICAL INJECTOR (TYP) ELECTRICAL MOTORIZED VALVE V4 BACKWASH ROTAMETER 3 4 " MOTORIZED BALL VALVE V1 HOA V2 HOAV4 HOA POST-OXIDATION SAMPLE PORT SOURCE WATER SAMPLE PORT FILTER SERVICE ROTAMETER PRESSURE REDUCING VALVE UNDERDRAIN & GARNET FILTER MEDIA BACKWASH UNDERDRAIN & GARNET FILTER VESSELFILTER CONTROL 3 4 " GATE VALVE TURBIDIMETER FINISHED WATER TO SAMPLE SINK TO BACKWASH WASTE TO OTHER FILTERS (IF APPLICABLE) ELECTRICAL MOTORIZED VALVE V2 CHEM PUMPS CONTROL TIMER BACKWASH CONTROL PANEL COMMON INLET PRESSURE ON /OFF WITH TIMER SOURCE PRESSURE ELECTRICAL MOTORIZED VALVE V3 BW CONTROL 3/4" GLOBE VALVESTATIC MIXERELECTRICAL MOTORIZED VALVE V1 BACKWASH SUPPLYTO FILTERPRESSURE REDUCING VALVE CHECK VALVE BALL VALVE V3 HOA 3.A.8.a Packet Pg. 260 Attachment: RFP For Iron and Manganese Removal Treatment System (Equipping of Bath Well Potable Water Treatment Plant) City of San Jacinto Equipment Procurement for On-Site Iron, Manganese Treatment at City of San Jacinto Bath Well, bidding on 12/16/2022 2:00 PM (PST) Page 1 of 3 Printed 12/19/2022 PlanetBids, Inc. 3.A.8.b Packet Pg. 261 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) City of San Jacinto Equipment Procurement for On-Site Iron, Manganese Treatment at City of San Jacinto Bath Well, bidding on 12/16/2022 2:00 PM (PST) Page 2 of 3 Printed 12/19/2022 PlanetBids, Inc. 3.A.8.b Packet Pg. 262 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) City of San Jacinto Equipment Procurement for On-Site Iron, Manganese Treatment at City of San Jacinto Bath Well, bidding on 12/16/2022 2:00 PM (PST) Page 3 of 3 Printed 12/19/2022 PlanetBids, Inc. 3.A.8.b Packet Pg. 263 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 1 6739 Washington Ave. Whittier CA 90601 www.waterbypureflow.com info@waterbypureflow.com +1 562 945 3425 +1 800 926 3426 1)Address: Pureflow Filtration Division 6739 Washington Ave, Whittier CA 90601 2)Cover Letter Pureflow Filtration Division is pleased to offer the following bid proposal for the iron and manganese removal system for the City of San Jacinto, Bath Well Potable Water Treatment Plant, specification section 4.0 – 4.4. With 50 years of experience designing and manufacturing groundwater filtration system, Pureflow’s reputation is built on our commitment to produce the highest quality class of equipment in the industry, custom engineered, with unprecedented service that warrants long-standing relationships with our valued clients in the USA, Canada, and Mexico. 3.A.8.b Packet Pg. 264 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 1 Company Profile 3.A.8.b Packet Pg. 265 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 2 Mission Statement To be the premier manufacturer of water and wastewater treatment systems in North America by providing the highest quality, most advanced, prudently engineered systems on the market, delivered on time, backed by reliable service, while conducting our business with honesty and integrity; we work together to create a cleaner environment. Organizational Structure California Environmental Controls, Inc. was founded in 1972. Pureflow Filtration and Pureflow Ozone are divisions of California Environmental Controls, Inc. The corporation’s structure is defined in the graphic below: Patrick F. Kennedy Chief Executive Officer Michael F. Kennedy Vice President Legal Counsel William P. Harvey Accountants LSL Accountant LLC Scott A. Johnson Principal Engineer Ruben Llanos Project Manager Donald D. Pollard National Sales Manager Archibald A. MacDonald Vice President Philip Pino Eastern Regional Sales Manager Michael A. Morales Senior Designer Marcelo A. Guzman Mechanical Engineer, Field Engineer Jaasiel Rodriguez Systems Integration Specialist Ali R. Salami Mechanical Engineer 3.A.8.b Packet Pg. 266 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 3 California Environmental Controls, Inc. is a California registered subchapter C corporation. California Environmental Controls, Inc. primary purpose, as stated in its Articles of Incorporation, is to serve as a manufacturer’s representative of water and waste treatment systems. Pureflow Filtration and Pureflow Ozone are divisions of California Environmental Controls, Inc. Pureflow Filtration Division was established in 1973 to market, design and manufacturer high quality potable water treatment systems. Pureflow Ozone Div. was established in 2017 as an engineering partner with Primozone, a firm dedicated to the development and worldwide distribution of ozone generators and advanced oxidation technologies. Operations Model California Environmental Controls, Inc. operates as a manufacturer’s representative marketing high quality water and wastewater products within predetermined territories. Pureflow Filtration Division develops pricing structures, establishes design standards and manufacturers water / wastewater treatment systems, which are marketed through representative organizations located in the United States, Canada and Mexico. Pureflow Ozone Division prepares process system pricing, applies state of the art engineering practices for the design of these systems and works directly with the Primozone supply chain to competitively market the complete systems throughout the United States and Canada. Key Employees and Qualifications California Environmental Controls, Inc. and its divisions Pureflow Filtration and Pureflow Ozone considers its staff among some of the best qualified and most competent in the industry. Included below is an outline of the key employees along with a brief resume for each individual. Patrick F. Kennedy ▪ 50 years of experience in the municipal water and wastewater treatment industries ▪ Founder of California Environmental Controls, Inc., and Pureflow Filtration Div. Bachelor of Science, Business Administration - Villanova University, Villanova, Pennsylvania Patrick has 48 years of experience in the water and wastewater industries. Patrick founded California Environmental Controls, Inc., a manufacturer’s representative agency, in 1972 and has been selling water and wastewater equipment to both municipal and industrial clients throughout Southern California and Southern Nevada ever since. Shortly after, Patrick purchased one of his principals and founded Pureflow Filtration Division in 1973. Through Pureflow, Patrick has manufactured and sold pressure filtration systems for the removal of heavy metals for ground water to municipalities throughout the U.S., Canada, and Mexico. After half a century, he’s a well-known contributor in the water industry. 3.A.8.b Packet Pg. 267 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 4 Michael F. Kennedy ▪ 12 years of experience in the water and wastewater treatment industries ▪ Served CEC / Pureflow, as an inside sales manager, account manager, business development manager, and current Vice President ▪ 14 years of business development and management experience Bachelor’s degree – California State University, Fullerton, California Michael is Vice President with 12 years of experience building market presence and generating revenue in the water and wastewater industries. Michael is responsible for management of Pureflow's, marketing / sales teams, and work closely with our representative network, OEM's, Industrial clients, municipalities, contractors, and consulting engineers from conceptual project design, through equipment commissioning of complex engineered systems. As an active member of AWWA, IOA, WEF, ASHRAE, Tri-State and CWEA, he regularly attends and exhibits at tradeshows and participates in regional and national symposiums. Archibald A. MacDonald ▪ 51 years of experience in the water and wastewater industries ▪ Owned and operated manufacturer’s representative agency for 11 years in Nova Scotia Canada. ▪ Served as Pureflow’s Vice President for the past 27 years ▪ Lifetime member of AWWA Archie has 49 years of experience in the water and wastewater treatment industries dating back to 1969 when he sold his first sewage treatment system to a private community in Nova Scotia, Canada. Archie owned and operated a manufacturer’s representative agency for 11 years serving both municipal and industrial clients throughout all four provinces of Atlantic Canada. He was recognized as a Life Member by the American Water Works Association in 2006 for his 30 years of contributions to the association. He’s been a key attribute to Pureflow’s continued success since 1992. His extensive experience in the Canadian markets resulted in the sale of Pureflow’s largest pressure filtration system installation to date located in Fredericton, New Brunswick, Canada. 3.A.8.b Packet Pg. 268 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 5 Scott A. Johnson ▪ 13 years of experience in the water and wastewater treatment industries ▪ 13 years of experience in the engineering & manufacturing of automated process systems ▪ 15 years of experience of practicing multiple engineering disciplines Bachelor of Science, Civil Engineering – California State University, Fullerton, California State of California Registered Professional Mechanical Engineer Scott has 13 years of experience in the water and wastewater treatment industries. His unique background in both civil and mechanical engineering has proven valuable in bridging the gap between engineering disciplines. He’s been engineering and involved in the manufacturing and installation of automated process systems and water treatment e quipment for municipal and industrial clients since 2008. Throughout his career he’s served both as a consulting engineer and worked with consulting engineers, driven projects from specification to installation, and managed projects from conception to completion. Donald D. Pollard ▪ Has served Pureflow Filtration Div. as an Application Engineer for 15 years ▪ 12 years of experience as Vice President / Owner of an ASME pressure vessel fabrication company ▪ 9 years of experience as Engineering Manager of an ASME pressure vessel fabrication company Don has 21 years of experience in the water and wastewater treatment industries. He owned and operated an ASME pressure vessel fabrication company for 12 years where his company manufactured two of the largest pressure vessels ever constructed in the state of California for Southern Nevada Water Authority. Since joining Pureflow in 2006, Don’s unique set of talents has led to the vast expansion of his role in the company and involvement in the company’s growth. 3.A.8.b Packet Pg. 269 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 6 Philip Pino ▪ 11 years of experience in the water and wastewater treatment industries, Specifically with Ozone and UV Treatment ▪ 12 years of experience as a Mechanical/Manufacturing Engineer working for the defense and space industries Bachelor of Science, Mechanical Engineering – Rochester Institute of Technology Phil has over eleven years of experience working with ozone, UV and advanced oxidation processes within the municipal market. Specifically, with the design of treatment processes, optimization of onsite ozone treatment, and increasing reliability of current ozone production. Phil is passionate about the power of ozone and how it can be used in many different oxidation or disinfection applications. Phil has been instrumental in the development and implementation of aftermarket programs to offer the customer the highest possible efficiency for their equipment, which is also designed to minimize the cost of ownership for their investment. Marcelo A. Guzman ▪ 12 years of experience in the water and wastewater treatment industries ▪ 5 years of experience in the manufacturing of automated process systems ▪ 5 years of experience working for the water engineering department of a municipal entity Bachelor of Science, Mechanical Engineering – California State University, Fullerton, California Marcelo has 12 years of experience in the water and wastewater treatment industries. He is a project / field engineer whose public and private industry experience includes municipal potable water systems, industrial process engineering, system integration and field installations. From conception to start-up, he works with customers on an individual and team basis to identify critical design features, select and procure mechanically and chemically compatible equipment and establish maintenance regimes to preserve system health and longevity. 3.A.8.b Packet Pg. 270 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 7 Ali R. Salami ▪ 47 years of experience in the water and wastewater treatment industries ▪ 47 years of experience in the manufacturing of treatment equipment ▪ Lifetime member of AWWA Bachelor of Science, Mechanical Engineering – Wichita State University, Wichita, Kansas Master of Science, System Engineering – West Coast University, Los Angeles, California State of California Registered Professional Mechanical Engineer State of Arizona Registered Professional Mechanical Engineer Ali has 45 years of experience in the water and wastewater treatment industries dedicating his first 20 years to US Filter Company before joining the Pureflow team. Ali is an expert at developing cost- effective systems designs and proving calculations and technical support on codes such as ASME, ANSI, API and UL. Ali’s attention to detail and experience has earned him the nickname, “The Engineer’s Engineer.” Ruben Llanos ▪ 5 years’ experience working with ASME pressure vessels and Engineering consulting ▪ 3 years’ experience in project management in the water and wastewater treatment industry Bachelor of Science, Mechanical Engineering – California State University, Los Angeles, California Bachelor of Science, Manufacturing Engineering – California State University, Los Angeles, California Master of Business Administration, emphasis in Accounting and Management - California State University, Los Angeles, California Ruben has 8 years of experience in the water and wastewater treatment industries. He helped operate and deigned ASME pressure vessels and specialized solutions for fluid heating requirements for 5 years. He joined Pureflow in late 2019 as a project manager, where he manages projects from equipment procurement to startup, ensuring to stay on schedule and meeting project deliverables. 3.A.8.b Packet Pg. 271 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 8 Jaasiel Rodriguez ▪ 6 years’ experience in systems integration / automation ▪ 7 years of experience in process piping, equipment, and electrical component selection ▪ 7 years of experience in industrial control systems, troubleshooting, integration, and design Bachelor of Science, Physics – Brigham Young University, Idaho Jaasiel is a control systems integrator with experience originating in the industrial sector as a field installer/ technician and eventually growing to the capacity of designer and systems integrator. His experience and formal training allow him to envision and execute control solutions that addresses issues from the sensor / actuator hardware interface, communications protocols, up to the high-level algorithm interface. He is forward looking, open to new technologies and methods to implement such technologies in the process controls discipline. Michael A. Morales ▪ Engineering CAD Department Supervisor. ▪ Responsible for the development of engineering documents/ drawings for water filtration systems ▪ Appointed as Systems Administrator and member of team responsible for developing, implementing, and maintaining the company server based Electronic File Management Policy ▪ Assist in project equipment procurement and the development of project O & M Manuals ▪ Company Quality Assurance Manager / Inspector. Including in-house and source inspections Tony has worked as a CAD/3D Designer and Senior Designer for various engineering and manufacturing firms since 1990. 3.A.8.b Packet Pg. 272 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-13 2.10 BID FORM ITEM NO.DESCRIPTION PILOT TESTING AT BATH WTP Provide draft and final pilot treatment design plans. Perform site visits to confirm pilot system integration requirements Provide and install panel/skid mounted pilot test equipment, including: · Chemical(s) and chemical(s) storage · Dosing pump(s) · Filter vessel(s) · Rotameters w/transmitter · Motorized ball valves · Pressure sensors/transmitters and analog gauges · Pilot control panel/plc/data logger · Control panel/system to perform automated control of filter and backwash cycles and dosing pumps Perform pilot test for 14 days, provide continuous support Provide laboratory analysis of influent and effluent grab samples or continuous online analyzer(s) for target constituents Develop draft and final pilot test report Update estimated O&M costs of a full-scale treatment system from RFP $20,000.00 ITEM #1 PROPOSAL BID FORM firm total price for complete functional Pilot Testing Package Written: Twenty Thousand Dollars 3.A.8.b Packet Pg. 273 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-14 Proposal Bid Form – Continued TREATMENT SYSTEM (2,500 GPM CAPACITY) Minimum of two (2) horizontal or vertical pressure filter vessels operating in parallel with media and including: · Design phase draft and final submittals, drawings and specification revisions, and final design drawings and specifications · Fabrication, shop testing, and delivery to San Jacinto California of treatment system · Pretreatment reaction vessel(s), if applicable · Backwash pumping and controls (1 duty pump, 1 standby pump) · Air scour system, if applicable (1 duty blower, 1 standby blower) · Chemical(s) metering pumps (1 duty pump, 1 standby pump) · Chemical(s) dual wall containment tanks and day tank (30 day chemical supply) · Treatment system control panel/system with status outputs to existing site PLC control system · Assist the installation contractor, installation inspection, startup/testing, warranty · Provide startup and testing services from pumping and air scour equipment suppliers · Provide startup and training to Owner's staff · Provide operations and maintenance manual for treatment system Firm Total Price for complete and functional system equipment package $1,070,000.00 and written $ One million, seventy thousand dollars ITEM #2 3.A.8.b Packet Pg. 274 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-15 Proposal Bid Form – Continued 315,000.00 Three hundred and fifteen thousand dollars NOTE: Price includes field installation of tank. Connections to tank are by others 70,000.00 Seventy Thousand dollars 1,475,000.00 One million, four hundred and seventy five thousand dollars 3.A.8.b Packet Pg. 275 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water 2,500 GPM IRON AND MANGANESE REMOVAL SYSTEM SCOPE OF SUPPLY FOR INQUIRY P2212078 DATE: DECEMBER 16, 2022 CLIENT City of San Jacinto, CA Bath Well Water Treatment Plant REPRESENTATIVE CALIFORNIA ENVIRONMENTAL CONTROLS, INC. 6739 WASHINGTON AVE. WHITTIER, CA 90601 (800) 926-3426 CONSULTING ENGINEER CIVILTEC ENGINEERING, INC. 118 W. LIME AVE. MONROVIA, CA 91016 (626) 357-0588 3.A.8.b Packet Pg. 276 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 2 TABLE OF CONTENTS 1.0 INTRODUCTION....................................................................................................................................... 4 1.1 THE PUREFLOW REPUTATION ..................................................................................4 1.2 THE TECHNOLOGY ..................................................................................................4 2.0 DESIGN PARAMETERS ............................................................................................................................. 5 3.0 SCOPE OF SUPPLY ................................................................................................................................... 6 3.1 PRESSURE VESSEL ...................................................................................................6 3.2 FILTER MEDIA ........................................................................................................6 3.3 VALVES .................................................................................................................6 3.4 FACE PIPING ..........................................................................................................7 3.5 INTERCONNECTING PIPING MANIFOLD BETWEEN FILTERS .........................................7 3.6 FLOW METERS .......................................................................................................7 3.7 FLOW CONTROL VALVES .........................................................................................7 3.8 STATIC MIXER ........................................................................................................7 3.9 BACKWASH WATER RECLAIM SYSTEM .....................................................................8 3.10 RESIDUAL SOLIDS FLUIDIZATION AND TRANSFER SYSTEM..................................................8 defined. 3.11 BACKWASH WATER SUPPLY SYSTEM ........................................................................9 3.12 FILTER SYSTEM CONTROL PANEL .............................................................................9 3.13 INSTRUMENTATION ...............................................................................................9 3.14 SUBMITTALS ..........................................................................................................9 3.15 OPERATION AND MAINTENANCE MANUALS .............................................................9 3.16 START-UP, INSPECTION AND TRAINING .................................................................. 10 4.0 SUBMITTAL DELIVERY ........................................................................................................................... 10 5.0 APPROXIMATE DATE OF DELIVERY ........................................................................................................ 10 6.0 STANDARD WARRANTY ........................................................................................................................ 10 7.0 FREIGHT ................................................................................................................................................ 10 8.0 SYSTEM BUDGETARY PRICE ......................................................................................................................10 9.0 PROGRESS PAYMENT TERMS ................................................................................................................ 11 10.0 EXCLUSIONS .......................................................................................................................................... 11 11.0 COMMERCIAL TERMS AND CONDITIONS .............................................................................................. 11 3.A.8.b Packet Pg. 277 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 3 3.A.8.b Packet Pg. 278 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 4 1.0 INTRODUCTION Established in 1973 in Whittier California, Pureflow Filtration Div. specializes in the removal of heavy metals, radionuclides, sulfides, and organics from drinking water supplies, industrial water sources, and process streams. With flow rates from 20 gpm to 10,000 gpm, Pureflow has designed and manufactured hundreds of treatment systems throughout the US, Canada, and Mexico. 1.1 THE PUREFLOW REPUTATION Pureflow’s reputation is built on our commitment to produce the highest quality class of equipment in the industry, custom engineered, with unprecedented service that warrants long-standing relationships with our valued clients. The technology is unrivaled, and the quality is unsurpassed. 1.2 THE TECHNOLOGY Pureflow offers a wide variety of proprietary and non-proprietary high-performance media and pretreatment oxidation technologies that are custom selected though a pilot study / bench scale process. Our robust systems are designed to be operator friendly and may not require filter media regeneration or replacement. Our inhouse built control panels offer sophisticated and intuitive design for a high level of safety, monitoring, and control of the complete water treatment system. 3.A.8.b Packet Pg. 279 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 5 2.0 DESIGN PARAMETERS 2,500 GPM IRON AND MANGANESE REMOVAL SYSTEM FIELD DATA / RAW WATER QUALITY DESIGN FLOW RATE 2,500 gpm SYSTEM OPERATING PRESSURE 40 - 100 psi pH 8.1 IRON (Fe) 440 ug/l MANGANESE (Mn) 260 ug/l NOTE: ABOVE CONTAMINANT VALUES TAKEN FROM ESB, BABCOCK LABORATORIES, INC, REPORT DATED MARCH 29, 2022, SAMPLE ID NUMBER C2C1260-01, INCLUDED IN PROJECT SPECIFICATIONS. SYSTEM DATA MODEL NO. C-2500HD NUMBER OF VESSELS 2 Two (2) online FLOW RATE / FILTER VESSEL 1,250 gpm VESSEL DESIGN PRESSURE 150 psi VESSEL SURFACE AREA / FILTER 125 sq. ft. FILTER LOADING RATE 10 gpm/sq. ft. BACKWASH FLOW RATE / FILTER 2,500 gpm BACKWASH RATE (AT 68° F) 20 gpm/sq. ft. BACKWASH DURATION 4 minutes BACKWASH VOLUME / FILTER 10,000 gallons PURGE / FILTER 1,250 gpm PURGE DURATION 1 minute TOTAL BACKWASH + PURGE VOLUME for two (2) FILTERS 22,500 gallons ESTIMATED BACKWASH INTERVAL (to be confirmed by pilot study) 24 Hours 3.A.8.b Packet Pg. 280 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 6 3.0 SCOPE OF SUPPLY 3.1 PRESSURE VESSELS ITEM QTY DESCRIPTION 1 2 HORIZONTAL FILTER VESSELS EACH INCLUDING THE FOLLOWING: ▪ ASME CODE, 150 psi DESIGN PRESSURE ▪ 96” DIAMETER x 156” STRAIGHT SIDE SHELL ▪ INTERNAL EPOXY COATING (25-30 MILS), 100% SOLID, NSF 61 ▪ EXTERNAL EPOXY PRIMER (3-4 MILS). ▪ PVC SCH. 80 UPPER MANIFOLD HEADER AND LATERALS ▪ PVC SCH. 80 LOWER MANIFOLD HEADER ▪ 316L STAINLESS STEEL WEDGE WIRE WRAPPED UNDERDRAIN LATERALS NOTE: THE FILTER VESSEL TOP COAT SHALL BE APPLIED IN THE FIELD BY THE INSTALLATION CONTRACTOR. 3.2 FILTER MEDIA ITEM QTY DESCRIPTION 2 2 FILTER MEDIA LOADS ▪ GRAVEL / GARNET SUPPORT MEDIA ▪ PUREFLOW PM200M CATALYTIC ADSORPTIVE MEDIA ▪ ANTHRACITE MEDIA 3.3 VALVES ITEM QTY DESCRIPTION 3 10 BUTTERFLY VALVES, LUG-BODY, DUCTILE IRON BODY, SS DISK, NSF 61 EACH WITH ELECTRIC ACTUATOR 4 2 3” MANUAL FILTER DRAIN VALVES 5 2 AUTOMATIC AIR / RELIEF VALVES, INCLUDING: ▪ MANUAL AIR VENT WITH VALVES AND S.S. PIPING 3.A.8.b Packet Pg. 281 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 7 3.4 FACE PIPING ITEM QTY DESCRIPTION 6 LOT FACE PIPING ASSEMBLY INSTALLED ON FILTER, INCLUDING TEES, SPOOLS, VALVES ▪ ALL FUSION BONDED EPOXY LINED AND EXTERNAL EPOXY PRIMER 3.5 INTERCONNECTING PIPING BETWEEN FILTERS ITEM QTY DESCRIPTION 7 LOT TEES, ELBOWS, AND SPOOLS AS REQUIRED TO INTERCONNECT EACH FILTER ▪ ALL FUSION BONDED EPOXY LINED AND EXTERNAL EPOXY PRIMER 3.6 FLOW METERS ITEM QTY DESCRIPTION 8 2 10” ENDRESS AND HAUSER MAGNETIC TYPE EFFLUENT FLOW METER WITH TRANSMITTER, NSF 61 9 1 12” ENDRESS AND HAUSER MAGNETIC TYPE BACKWASH FLOW METERS WITH TRANSMITTER, NSF 61 3.7 FLOW CONTROL VALVES ITEM QTY DESCRIPTION 10 2 10” EFFLUENT CLA-VALVE PILOT CONTROLLED, NSF 61 11 1 12” BACKWASH CLA-VALVE PILOT OPERATED, NSF 61 3.8 STATIC MIXER ITEM QTY DESCRIPTION 12 1 WESTFALL MODEL NUMBER 2800, 14”, CPVC / HASTELLOY C WITH CORP STOPS, SIMPLEX 3.A.8.b Packet Pg. 282 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 8 3.9 CHEMICAL FEED SYSTEM – SODIUM HYPOCHLORITE ITEM QTY DESCRIPTION 13 2 CHEMICAL FEED PUMPS, GRUNDFOS 14 1 CHEMICAL STORAGE TANK 15 1 CHEMICAL STORAGE TANK LEVEL TRANSMITTER 16 1 CHEMICAL FEED PANEL 3.10 BACKWASH WATER RECLAIM SYSTEM ITEM QTY DESCRIPTION 17 2 BACKWASH WATER RECLAIM PUMPS, 250 GPM @ 275 FT., 480V/3/60 18 LOT CHECK VALVES, PRESSURE GAUGES, ETC. 19 1 CARTRIDGE FILTER 20 1 FLOW METER 21 2 BUTTERFLY VALVES, LUG-BODY, DUCTILE IRON BODY, SS DISK, NSF 61 EACH WITH ELECTRIC ACTUATOR 22 5 BUTTERFLY VALVES, LUG-BODY, DUCTILE IRON BODY, SS DISK, NSF 61 EACH, MANUALLY OPERATED 23 1 LOCAL CONTROL PANEL WITH VARIABLE FREQUENCY DRIVES FOR BACKWASH RECLAIM PUMPS 24 LOT INTERCONNECTING PIPING, WELDED CARBON STEEL, FUSION BONDED EPOXY INTERIOR, EPOXY COATED EXTERIOR 25 LOT ABOVE ITEM NUMBERS 13, 14, 15, 16, 17, 18, 19, 20, AND 21 MOUNTED, ASSEMBLED AND WIRED ON AN EPOXY COATED CARBON STEEL STRUCTURAL SKID. 26 LOT CONTROL LOGIC AND HARDWARE 27 1 BACKWASH WATER RECLAIM TANK, 157,500 GALLON (47’-6” Dia. X 20’ H), BOLT-UP TYPE, FUSION BONDED EPOXY COATED INTERIOR. NOTE: PRICE INCLUDES FIELD ERECTION OF THE TANK. DESIGN AND CONSTRUCTION OF THE CONCRETE FOUNDATION SHALL BE BY OTHERS. 3.A.8.b Packet Pg. 283 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 9 3.11 BACKWASH WATER SUPPLY SYSTEM ITEM QTY DESCRIPTION 28 1 STRUCTURAL STEEL SKID MOUNTING OF BELOW EQUIPMENT 29 LOT CHECK VALVE, SAMPLE COCK AND PRESSURE GAUGES 30 4 MANUAL BUTTERFLY VALVE 3.12 FILTER SYSTEM CONTROL PANEL ITEM QTY DESCRIPTION 31 1 AUTOMATIC FILTER SYSTEM CONTROL PANEL, PLC OPERATED WITH 10” COLOR OIT MOUNTED IN NEMA 12 ENCLOSURE 3.13 INSTRUMENTATION ITEM QTY DESCRIPTION 32 1 PH / CHLORINE RESIDUAL ANALYZERS, PANEL MOUNTED 3.14 SUBMITTALS ITEM QTY DESCRIPTION 33 LOT ELECTRONIC SUBMITTAL DOCUMENTS, INCLUDING: ▪ DRAWINGS ▪ EQUIPMENT CUT SHEETS ▪ ELECTRICAL SCHEMATICS ▪ FILTER VESSEL ANCHORAGE AND FOUNDATION DESIGN CALCULATIONS 3.15 OPERATION AND MAINTENANCE MANUALS ITEM QTY DESCRIPTION 34 1 ELECTRONIC OPERATION AND MAINTENANCE MANUALS 3.A.8.b Packet Pg. 284 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 10 3.16 START-UP, INSPECTION AND TRAINING ITEM QTY DESCRIPTION 35 LOT START-UP, THREE (3) TRIPS, FIVE (5) ONSITE DAYS EACH TRIP 36 LOT INSPECTION AND TRAINING, TWO (2) TRIPS, ONE (1) DAY ONSITE EACH TRIP 4.0 5.0 6.0 7.0 SUBMITTAL DELIVERY 10 to 12 weeks after receipt of purchase order. APPROXIMATE DATE OF DELIVERY 22 to 26 weeks after release to fabrication. STANDARD EQUIPMENT AND PROCESS WARRANTY Pureflow Filtration warranties equipment to be free from defects in material and workmanship for a period of 12 months after the date of acceptance, or 18 months from date of delivery, whichever is sooner. Pureflow Filtration further warrants the process to meet the conditions set forth in City of San Jacinto specification, section 2.1, Table 1, Iron and Manganese Treatment System Capabilities Requirements, “Target Effluent Criteria”, Iron (Fe) < No other express or implied warranty is given, and the seller makes no warranty of merchantability and there are no warranties which extend beyond the description on the face hereof. FREIGHT Freight-on-board shipping point Whittier, CA. Freight-Pre-Paid to job site. 3.A.8.b Packet Pg. 285 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 11 8.0 PROGRESS PAYMENT TERMS 20% With purchase order or execution of contract. 25% Upon approval of the mechanical equipment engineering documentation submittal, or four (4) weeks from date of issuance of the mechanical equipment engineering documentation submittal, whichever occurs first. 30% Upon release to procurement / fabrication. 20% Upon equipment delivery to jobsite or thirty (30) days from ready to ship date, whichever occurs first. 5% Upon commissioning / operator training / client buy-off or six (6) months from ready to ship date, whichever occurs first. 9.0 EXCLUSIONS Storage Off-loading Installation Taxes Permits, Fees, Tariffs Interconnecting piping, tubing, pipe supports, anchor bolts, etc. Field Wiring Chemical Feed Systems 10.0 COMMERCIAL TERMS AND CONDITIONS Price is budgetary and is not a binding offer. Pricing is based on preliminary information and should not be used for design purposes. This scope of supply includes only equipment specifically mentioned herein and does not include, of infer inclusion of, any additional equipment, piping, valves, wiring, installation, or services, regardless of its relationship to the supplied equipment. 3.A.8.b Packet Pg. 286 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 1 6739 Washington Ave. Whittier CA 90601 www.waterbypureflow.com info@waterbypureflow.com +1 562 945 3425 +1 800 926 3426 4)Lead Times: Submittals: 10-12 Weeks Equipment Delivery: 22-26 Weeks 3.A.8.b Packet Pg. 287 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) Pureflow Filtration References Project Name Location Flow gpm Years of Service Fe mg/l Mn mg/l As mg/l pH Hardness Service Contact Phone Note Mammoth CWD California 3000 24 1.43 0.59 15 7.59 < 400 Fe/Mn/ As Karl Schmadt 760-934-2596 St Boniface Quebec 280 20 6.52 0.173 - 5.92 309 Fe/Mn/color City of Galt California 1500 14 1.0 0.14 - 8.0 - Fe/Mn Reb Bisnet 209-810-0533 They have 3 Pureflow systems Carpinteria Valley Water District California 1600 15 0.10 0.12 - - 312 Fe/Mn Bob McDonald 805-684-2816 They have two Pureflow systems City of Norco California 2000 20 2.0 0.3 0.014 7.1 >250 Fe/Mn/As Terry Piorkowski 951-545-7877 They are in the process of adding filters and doubling the size County of Ventura California 1,200 22 0.76 .12 - - > 500 Fe/Mn Raul Ruiz 805-320-6419 They have several Pureflow systems Alfred Community Water Maine 500 15 1.3 0.5 - 6.5 26 Fe/Mn Kerry Smart 207-432-3212 Have an interesting treatment problem solved by Pureflow Village of N. Troy Vermont 200 8 0.5 0.159 0.019 8.36 - Fe/Mn/As Steve Button 802-988-2536 Town of Buckeye Arizona 5000 13 1.5 - 0.032 7.8 - Fe /As Dave DePaulo 623-236-4094 They have a second system at 3000 gpm Santa Lucia Preserve California 600 13 3.0 0.4 12 7.5 >200 Fe/Mn/As Leif Utergaard 831-238-3157 They have 4 systems Douglas County Missouri 800 7 9.2 0.55 - 6.91 > 200 Fe/Mn Chad Howbert 785-379-9920 Pre-Reverse Osmosis Filtration East Chelmsford New Hampshire 280 8 10.0 2.0 30 6.8 > 25 Fe/Mn/As Robert Conroy 978-337-4754 Replaced a greensand system La Cumbre California 1600 8 0.4 0.3 - 7.6 >700 Fe/Mn Mike Alvarado 805-957-2376 Planning a second system 7)3.A.8.b Packet Pg. 288 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water 3.A.8.bPacket Pg. 289Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) Bulletin No. 2907.2 6739 South Washington Avenue, Whittier, CA 90601 (800) 926-3426 (562) 945-3425 Fax (562) 693-5257 e-mail: pureflow@pfdiv.com website: www.pfdiv.com MOBILE PILOT FILTER LABORATORY Field pilot filter testing is necessary to verify the treatability of raw water, to predict the performance of a full scale water treatment plant and to optimize its efficiency. Raw water quality can vary significantly, and since such variability will affect contaminant removal efficiency, field pilot testing of the proposed treatment system is strongly recommended. Pureflow Filtration has designed and outfitted a 20' x 8' x 8' mobile pilot filter laboratory to provide our clients and consulting engineers with an automated pilot filter / water treatment system that can test multiple treatment schemes simultaneously. Along with protection from the elements, the system will provide the treatment and water quality monitoring equipment necessary for the professional and reliable acquisition of raw and filtered water quality data. MOBILE LABORATORY DESIGN FEATURES • Fully automated PLC based control panel • Four (4), six (6) inch I.D. filter columns • Electrically actuated valves • Four (4) chemical feed systems • In-line static mixers • Backwash water supply storage tank • Backwash water reclaim storage tank • Ample counter space for performing tests • Flow control valves for each filter column • Flowmeters for each filter column • On-line water quality monitors available: pH, turbidity, ORP, and chlorine • Laboratory analytical instruments • Fully automated for 24 hrs. / day operation • Simultaneous testing of up to four (4) media • Air conditioned (20' x 8' x 8') 3.A.8.b Packet Pg. 290 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 07/09 THE SYSTEM AND HOW IT WORKS The Pureflow Filtration Division Mobile Pilot Filter Laboratory contains four (4), six (6) inch I.D. by six (6) feet high pilot filter columns. Each column has five (5) electrically actuated valves that are controlled by a PLC based control panel, allowing the filters to operate 24 hrs. / day. Functions also include automated backwashing and chemical pretreatment. The four (4) pilot filters can be loaded with identical media, with different pretreatment schemes, or they can be loaded with different media with different pretreatment schemes. On-line instrumentation including pH, ORP, turbidity and chlorine analyzers can be provided as required. Four (4) chemical storage tanks are installed (for oxidant, acid, caustic or coagulant feed) with multiple chemical metering pumps to provide required pretreatment. Each system also includes in-line static mixers and pre - / post - filter sample taps. Centrifugal pumps, water tanks for backwash supply and backwash water reclaim, are also included. The Mobile Pilot Filter Laboratory also includes the bench top instruments necessary for testing raw and filtered water quality. The Pureflow Filtration Division Mobile Pilot Filter Laboratory is delivered and set up at a job site by Pureflow field personnel. Pilot testing can then be performed by Pureflow Filtration Division field personnel, an independent consulting engineer, and / or the clients' personnel. LOCAL REPRESENTATIVE PUREFLOW FILTRATION Division 6739 South Washington Avenue, Whittier, CA 90601 (562) 945-3425 Toll Free (800) 926-3426 Fax (562) 693-5257 e-mail: pureflow@pfdiv.com website: www.pfdiv.com 3.A.8.b Packet Pg. 291 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 3.A.8.b Packet Pg. 292 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 3.A.8.b Packet Pg. 293 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 3.A.8.b Packet Pg. 294 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 3.A.8.b Packet Pg. 295 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) PUREFLOW FILTRATION DIVISION, WHITTIER, CA NSF APPROVED GRAVEL & PF25 SUPPORT MEDIA PUREFLOW PM-200M ACTIVE CATALYCTIC ADSORPTIVE MEDIA & ANTHRACITE 3.A.8.b Packet Pg. 296 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) The Public Health and Safety Organization NSF Product and Service Listings These NSF Official Listings are current as of Thursday, March 24, 2022 at 12:15 a.m. Eastern Time. Please contact NSF to confirm the status of any Listing, report errors, or make suggestions. Alert: NSF is concerned about fraudulent downloading and manipulation of website text. Always confirm this information by clicking on the below link for the most accurate information: http://info.nsf.org/Certified/PwsComponents/Listings.asp? Company=58670&Standard=061& NSF/ANSI/CAN 61 Drinking Water System Components - Health Effects NOTE: Unless otherwise indicated for Materials, Certification is only for the Water Contact Material shown in the Listing. Click here for a list of Abbreviations used in these Listings. Click here for the definitions of Water Contact Temperatures denoted in these Listings. Silica Resources, Inc. 3190 Enterprise Court P.O. Box 167 Loomis, CA 95650 United States 916-652-1704 Facility : Marysville, CA Process Media Water Water Contact Contact Trade Designation Size Temp Material Filtration Media SRI 60 mesh - 1.5"CLD 23 SLDOX SRI Supreme 60 mesh - 1.5"CLD 23 SLDOX NOTE: Certified for water treatment plant applications. This product has not been evaluated for point of use applications. Number of matching Manufacturers is 1 Number of matching Products is 2 Processing time was 0 seconds 3.A.8.b Packet Pg. 297 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 3.A.8.b Packet Pg. 298 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 3.A.8.b Packet Pg. 299 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) The Public Health and Safety Organization NSF Product and Service Listings These NSF Official Listings are current as of Thursday, March 24, 2022 at 12:15 a.m. Eastern Time. Please contact NSF to confirm the status of any Listing, report errors, or make suggestions. Alert: NSF is concerned about fraudulent downloading and manipulation of website text. Always confirm this information by clicking on the below link for the most accurate information: http://info.nsf.org/Certified/PwsComponents/Listings.asp? Company=15610&Standard=061& NSF/ANSI/CAN 61 Drinking Water System Components - Health Effects NOTE: Unless otherwise indicated for Materials, Certification is only for the Water Contact Material shown in the Listing. Click here for a list of Abbreviations used in these Listings. Click here for the definitions of Water Contact Temperatures denoted in these Listings. WGI Heavy Minerals, Inc. (An Opta Minerals Company) 810 Sherman Avenue Coeur Dálene, ID 83830 United States 1-888-5-GARNET 208-245-2096 Facility : Fernwood, ID Process Media Water Water Contact Contact Trade Designation Size Temp Material Garnet Emerald Creek Garnet [1]CLD 23 GARN [1] All sizes and gradations. NOTE: Certified for water treatment plant applications. This product has not been evaluated for point of use applications. 3.A.8.b Packet Pg. 300 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) Corporate Office: 1875 N. Lakewood Drive, Suite 201 Coeur d’Alene, Idaho 83814 USA PH: 1-208-666-6000 Ext. 18 FX: 1-208-666-4000 Updated March 24, 2004 Making Our Environment Cleaner Emerald Creek Garnet Filtration Specifications (Percentage Retained) Sieve U.S. MM Standard #8 #8/12 #12 #36 #30/40 #50X #60 #100 3.350 6 0-10 2.830 8 50-95 0-10 0-30 2.000 10 0-20 1.680 12 40-75 45-80 1.410 14 20-50 20-50 0-2 1.190 16 0-5 0-5 10-25 .0841 20 25 0.594 30 60-95 0-5 0-5 0.500 35 0-10 20-40 10-20 0.417 40 30-50 20-45 0-5 0.353 45 0-35 15-25 5-25 0.297 50 0-5 20-30 35-50 0.249 60 10-20 40-50 0.208 70 0-5 0-15 0.178 80 0-20 0.150 100 30-45 0.124 120 65-70 0.104 140 0-15 0.064 230 0-2 MM E.S. 2.05 – 2.45 1.40-1.55 1.40-1.70 .60-65 .35 - .45 .25-.30 .21-.28 .10 - .15 U.C. 1.4< 1.5< 1.5< 1.6< 1.6< 1.6< 1.6< 1.25 – 1.3 Bulk Density(Wt. per cu. Ft) 151 149 150 135 125 122 120 109 * Results are typical , reviewed from time to time and subject to change All information and contents of this site and pages included within it are copyrighted © 2003 by WGI Heavy Minerals, Incorporated. Any use of material from this site without expressed consent from WGI Heavy Minerals, Incorporated is illegal and punishable by law. All logos and names are registered trademarks or trademarks of WGI Heavy Minerals, Incorporated . All rights reserved. 3.A.8.b Packet Pg. 301 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) Material Safety Data Sheet Material Safety Data Sheet (Complies with 29 CFR 190.1200) IDENTITY (as used on label and list) Emerald Creek Garnet® Abrasive Grains and Powders, Wes-Jet® Garnet Abrasives SECTION I – Company Identification ------------------------------------------------------- Manufacturer’s Name Emergency Telephone Number Emerald Creek Garnet Ltd. (208) 666-6000 Address (Street, City, State, Zip Code) Product Information P.O. Box 190, Fernwood, ID 83830 (208) 666-6000 W.W. Meyerholtz 6/18/09 SECTION II – Chemical Identity and Information on Ingredients ----------------------------- Specific Chemical Identity: Emerald Creek Garnet® and Wes-Jet® Garnet are a natural mixture of ALMANDINE GARNET, having a chemical composition of Fe3Al2(SiO4)3 with Mn and Mg in partial substitution for Fe in the formula, and other minerals. CAS No.: 1302-62-1 (Almandine). Hazardous Ingredients: The following substances are present and regulated by OSHA and ACGIH limits: SUBSTANCE WT.% OSHA/ACGIH LIMIT IN USE* Nuisance Dust na 15 mg/m3 Respirable Dust na 5 mg/m3 Crystalline Silica <0.5% 0.10 mg/m3 *If these levels are exceeded, adequate respiratory protection must be employed. SECTION III – Physical and Chemical Characteristics -------------------------------------------------- Melting Point Specific Gravity (H2O = 1.0) Circa 1315ºC 4.0 – 4.1 Solubility in Water Appearance and Odor Insoluble Deep red to pink color; no odor SECTION IV – Fire and Explosion Hazard Data ------------------------------------------------------------ Flash Point (method used) Flammable Limits LEL UEL Material is a non-flammable solid not applicable na na Extinguishing Media Use extinguishing media appropriate for the surrounding fire. Special Fire Fighting Procedures As appropriate to surrounding fire. Fire fighters should be protected from nuisance dust. Unusual Fire and Explosion Hazards None SECTION V – Reactivity Data ------------------------------------------------------------------------------------ Stability ( ) Unstable (x) Stable INERT Hazardous Decomposition or Byproducts: None known Hazardous Polymerization ( ) May Occur (x) Will Not Occur Incompatibility (materials to avoid): None known Conditions to Avoid: None known. Almandine Garnet is an inert, stable solid needing no special handling in normal use. ____________________________________________________________________________ WGI Heavy Minerals Inc. Corporate Office •1875 N. Lakewood Dr. Suite 201 Coeur d’Alene, ID 83814 USA Corporate Office 1-888-5GARNET Fax +1-208-666-4000 European Sales +31-78-6820672 Fax +31-78-6812391 Kominex Sales +49 (0) 6155-6077-11 Fax +49 (0) 6155-6077-30 Middle East Sales +9714-88-13067 Fax +9714-88-13068 3.A.8.b Packet Pg. 302 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) Material Safety Data SheetSECTION VI – Health Hazard Data ------------------------------------------------------------------------------------------- Route(s) of Entry Inhalation Skin Ingestion Possible None None Health Hazards (acute and chronic due to overexposure) Inhalation: Dust may cause irritation of nasal and respiratory tract or coughing. Eyes: Dust may cause irritation. Skin: May cause abrasions. Dust may cause irritation. Ingestion: No known effects, however ingestion not recommended. Carcinogenicity NTP IARC Monographs OSHA Regulations Crystalline Silica (quartz) -- No. 42 0.1 mg/m3 Contains less than 0.5% -- na Medical Conditions Generally Aggravated by Exposure Chronic bronchitis, emphysema and other lung diseases may be aggravated by exposure to nuisance dust. Emergency and First Aid Procedures EYE CONTACT: Wash eyes with water to flush out dust particles. SKIN CONTACT: Wash affected area with soap and water. INHALATION: Remove from source of dust and obtain other medical assistance. INGESTION: Obtain medical assistance, if needed. SECTION VII – Precautions for Safe Handling and Use ------------------------------------------------ Steps to be Taken in Case Material is Released or Spilled NO SPECIAL PRECAUTIONS ARE NECESSARY. Sweep or vacuum material for disposal. Prevent generation of dust during clean up. Waste Disposal Methods Follow local, state and federal guidelines for disposal of inert solid waste. MATERIAL CONTAMINATED IN USE MAY REQUIRE SPECIAL HANDLING. Precautions to be Taken in Handling and Storage NONE --- Use good housekeeping practices to reduce dust; use approved hand, eye and respiratory protection when handling material. Other Precautions Use material ONLY for the purposes intended and incorporate methods of dust control to maintain airborne dust within federal or local TLV limits. SECTION VIII – Control Measures ----------------------------------------------------------------------------- Respiratory Protection NIOSH/MSHA approved filters and air supplied hoods for blasters. Ventilation Local Exhaust Mechanical (general) Special Other Yes Use when blast cleaning Meet dust TLV None None Protection Gloves Eye Protection Leather, or equivalent – in use Safety glasses with side shields Other Protective Clothing or Equipment Hearing protection when working near blast cleaning operations. Work/Hygienic Practices Maintain a clean and safe work environment and monitor work practices. SECTION IX – Special Precautions and Comments The information provided is believed to be accurate and represents the best information currently available to us. However, we make no warranty of merchantability or other warranties, express or implied, with respect to such information and we assume no liability resulting from its use. Users should make their own investigations to determine the suitability of the information for their particular purposes. WGI Heavy Minerals Inc. Corporate Office •1875 N. Lakewood Dr. Suite 201 Coeur d’Alene, ID 83814 USA Corporate Office 1-888-5GARNET Fax +1-208-666-4000 European Sales +31-78-6820672 Fax +31-78-6812391 Kominex Sales +49 (0) 6155-6077-11 Fax +49 (0) 6155-6077-30 Middle East Sales +9714-88-13067 Fax +9714-88-13068 3.A.8.b Packet Pg. 303 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) TO THE REQUIREMENTS OF NSF/ANSI STANDARD 61 – SECTION 7 – 2008 Material for use in contact with drinking water only (Cold 23oC). Manganese Dioxide filter media* “Manganese Ore QF”* “Manganese Ore MF”* “MAG X 110”* “MAG X 120”* “PM200”* “PM300”* * Certified for water treatment plant applications. This product has not been evaluated for point of use applications. Maximum use dosage of 2100 mg/L. af Certification Record CUSTOMER CLASS FILE Multitecnica Industrial Ltda 6861-07 249061 Av. Antonio Abrahao Caran, 820 - conj. 503 - Bairro Sao Jose Cep. 31.275-000 PROCESS MEDIA - NSF/ANSI 61 SECTION 7-Certified to NSF/ANSI 61 Belo Horizonte - MG Minas Gerais 31275 Brazil Refer to Class Description for program details Copyright © 2011 CSA International. All rights reserved. 3.A.8.b Packet Pg. 304 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 3.A.8.b Packet Pg. 305 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 3.A.8.b Packet Pg. 306 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) Print Date: January 11, 2006 1. / Identification of substances / prepration and company / undertaking Trade Name:PM-200 Company:Pureflow Filtration Div. 6739 S. Washington Ave. Whittier, Ca 90601 Phone No.: 800-926-3426 Fax No.: 562-693-5257 2. / Composition / Information on Ingredients Chemical Identification: Manganese Dioxide (Mn O2) 3. / Hazard Identification Identification of hazards: Prolonged inhalation of substantial quantities of dust may cause Manganese poisoning. Prolonged ingestion of substantial quantities of dust particles may cause Manganese poisoning. Contact with the eyes / mucous membranes may cause temporary irritation. Prolonged exposure to the skin may cause sensitivity and could lead to contact dermatitis. 4. / First Aid Measures After Skin Contact: Remove particles and flush with water. After Eye Contact: Flush eye with water and remove all particles. Consult a physician if problems persist. After Ingestion: Seek medical advice. After Inhalation: Remove subject into fresh air and seek medical advice. 5. / Fire Fighting Measures Suitable Extinguishing Media: Non-Combustible Fire Fighting Procedure: Wear Self Contained Breathing Apparatus and full protection MATERIAL SAFETY DATA SHEET Manganese Dioxide Page 1 of 3 3.A.8.b Packet Pg. 307 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 6. / Accidental Release Measures Personal Precautions:Non-Hazardous Environmental Precautions:Non-Hazardous Methods for cleaning up:Avoid dry sweeping. Use water spraying or ventilated vacuum system. 7. / Handling and Storage 7.1 Handling Precautions for handling:No special instructions. Measures to protect against fire / explosion: Manganese is an oxidizing agent and so should not be stored with reducing agents. 7.2 Storage Design for storage rooms and vessels:Store in a dry place. Keep away from reducing agents. 8. / Exposure controls and personal protection. Ingredients with OELs: Manganese and Compounds: 5mg / m3, 8hr TWA 8.1 Personal Protection Respiratory Protection:Not required for normal operation. Recommended for high volume applications. Hand Protection:Protective gloves recommended. Body Protection:Wearing of overalls is recommended Eye protection recommended Hygiene Measures:High standards of personal hygiene must be encouraged 9. / Physical Properties and Chemical Properties Appearance:Granular solid Color:Dark Brown Odor:None Specific Gravity:3.5 - 4.0 Bulk Density:125 lbs / cu ft (2000 kg/m3) 10./ Stability and Reactivity Material is stable under normal condtions. Conditions to avoid:N/A Materials to Avoid:Chlorine gas is evolved on contact with Hydrochloric Acid. Oxygen is evolved on heating above 500 degrees C. Page 2 of 3 3.A.8.b Packet Pg. 308 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 11. / Toxicological Information This material is an irritant to the eyes. 11.1 Toxicological Tests: Acute toxicity:N/A Additional Information:N/A 11.2 Experiences: Relevant Observations:None 12. / Ecological Information 12.1 Information on elimination:None 12.2 Behaviour in environment: Mobility and Bio-accumulative potential:None 12.3 Eco-toxicological Effects: Aquatic toxicity:N/A 13. / Disposal Considerations Split or surplus Manganese Dioxide may be disposed of by an approved solid waste method. 13.1 Preparation Recommendation:The material supplied is not considered to be hazardous. 14. / Transportation Information (1) Road / Rail:ADR / RD (2) Inland Sea:AND / ADNR Comment: Not Dangerous Comment: Not Dangerous (3) Air Transport:ICAO / IATA Comment: Not Dangerous 15. / Regulatory Information Labeling: Not classified as hazardous. 16. / Other Information Data Sheet issued by:Pureflow Filtration Div. Person(s) responsible:Ali Salami 17. / National Legislation o HSE Guidance Note EH40/02 o COSHH Regulations 1999 o Environmental Protection Act 1990 o Chemicals (Hazard Information and Packaging for Supply) Regulations 1993 This is not an exhaustive list and users should satisfy themselves that they comply with all relevant National Regulations. All information provided herein is based on our present knowledge and experience and describes our produce with regard to their safety requirements. It is not consideres as assurance of properties or description of quality. Page 3 of 3 3.A.8.b Packet Pg. 309 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) The Public Health and Safety Organization NSF Product and Service Listings These NSF Official Listings are current as of Thursday, March 24, 2022 at 12:15 a.m. Eastern Time. Please contact NSF to confirm the status of any Listing, report errors, or make suggestions. Alert: NSF is concerned about fraudulent downloading and manipulation of website text. Always confirm this information by clicking on the below link for the most accurate information: http://info.nsf.org/Certified/PwsComponents/Listings.asp? Company=58700&Standard=061& NSF/ANSI/CAN 61 Drinking Water System Components - Health Effects NOTE: Unless otherwise indicated for Materials, Certification is only for the Water Contact Material shown in the Listing. Click here for a list of Abbreviations used in these Listings. Click here for the definitions of Water Contact Temperatures denoted in these Listings. Carbon Sales, Inc. 375 Johnson Street Wilkes-Barre, PA 18702 United States 570-823-7664 Facility : Wilkes-Barre, PA Process Media Water Water Contact Contact Trade Designation Size Temp Material Anthracite[1] Filter Antracite .3mm - 50mm CLD 23 ANTH Anthrafilt .3mm - 50mm CLD 23 ANTH [1] The carbon source is anthracite coal. NOTE: Certified for water treatment plant applications. This product has not been evaluated for point of use applications. 3.A.8.b Packet Pg. 310 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 3.A.8.b Packet Pg. 311 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) Page: 1 of 7   SAFETY DATA SHEET 1. Product and Company Identification Product identifier Anthracite Coal Other means of identification Not available Recommended use Water Treatment Filter Media Recommended restrictions None known. Manufacturer Carbon Sales, Inc. 375 Johnson Street Wilkes Barre Twp., PA 18702 USA Phone 1- 800-233-8355 Emergency Phone: 1-800-233-8355 2. Hazards Identification Physical hazards Health hazards Environmental hazards OSHA defined hazards Label elements Not classified. Specific target organ toxicity, repeated exposure Not classified. Combustible dust Category 2 Signal word Warning Hazard statement May form combustible dust concentrations in air. May cause damage to organs through prolonged or repeated exposure. Precautionary statement Prevention Keep away from heat/sparks/open flames/hot surfaces. - No smoking. Keep container tightly closed. Ground/bond container and receiving equipment. Do not breathe dust. Prevent dust accumulation to minimize explosion hazard. Response Get medical advice/attention if you feel unwell. Storage Store away from incompatible materials. Disposal Dispose of contents/container in accordance with local/regional/national/international regulations. Hazard(s) not otherwise classified (HNOC) None known. Supplemental information Not applicable. 3. Composition/Information on Ingredients Mixture Chemical name Common name and synonyms CAS number % Coal, anthracite 8029-10-5 60-100 Composition comments US GHS: The exact percentage (concentration) of composition has been withheld as a trade secret in accordance with paragraph (i) of §1910.1200. 4. First Aid Measures Inhalation If dust from the material is inhaled, remove the affected person immediately to fresh air. Call a physician if symptoms develop or persist. Skin contact Brush away excess of dry material. Flush with cool water. Wash with soap and water. Obtain medical attention if irritation persists. Eye contact Do not rub eyes. Rinse with water. Get medical attention if irritation develops and persists. Flush with cool water. Remove contact lenses, if applicable, and continue flushing. Obtain medical attention if irritation persists. Ingestion Do not induce vomiting. Never give anything by mouth if victim is unconscious, or is convulsing. Obtain medical attention. 3.A.8.b Packet Pg. 312 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) Page: 2 of 7   Most important symptoms/effects, acute and delayed Indication of immediate medical attention and special treatment needed Dusts may irritate the respiratory tract, skin and eyes. Prolonged exposure may cause chronic effects. Provide general supportive measures and treat symptomatically. General information Ensure that medical personnel are aware of the material(s) involved, and take precautions to protect themselves. If you feel unwell, seek medical advice (show the label where possible). Show this safety data sheet to the doctor in attendance. Avoid contact with eyes and skin. Keep out of reach of children. 5. Fire Fighting Measures Suitable extinguishing media Dry chemical, CO2, water spray or regular foam. Apply extinguishing media carefully to avoid creating airborne dust. Unsuitable extinguishing media Specific hazards arising from the chemical Special protective equipment and precautions for firefighters Fire-fighting equipment/instructions None known. Explosion hazard: Avoid generating dust; fine dust dispersed in air in sufficient concentrations and in the presence of an ignition source is a potential dust explosion hazard. During fire, gases hazardous to health may be formed. Firefighters should wear full protective clothing including self contained breathing apparatus. In case of fire and/or explosion do not breathe fumes. In the event of fire, cool tanks with water spray. Move containers from fire area if you can do so without risk. Specific methods Cool containers exposed to flames with water until well after the fire is out. General fire hazards May form combustible dust concentrations in air. Hazardous combustion products Explosion data Sensitivity to mechanical impact Sensitivity to static discharge Personal precautions, protective equipment and emergency procedures Methods and materials for containment and cleaning up May include and are not limited to: Oxides of carbon. Oxides of nitrogen. Oxides of sulfur. Not available. Not available. 6. Accidental Release Measures Keep unnecessary personnel away. Keep out of low areas. Keep people away from and upwind of spill/leak. Dust deposits should not be allowed to accumulate on surfaces, as these may form an explosive mixture if they are released into the atmosphere in sufficient concentration. Use only non-sparking tools. Use a NIOSH/MSHA approved respirator if there is a risk of exposure to dust/fume at levels exceeding the exposure limits. Wear appropriate protective equipment and clothing during clean-up. Do not touch damaged containers or spilled material unless wearing appropriate protective clothing. Avoid inhalation of dust from the spilled material. Ensure adequate ventilation. Local authorities should be advised if significant spillages cannot be contained. For personal protection, see section 8 of the SDS. Eliminate all ignition sources (no smoking, flares, sparks, or flames in immediate area). Take precautionary measures against static discharge. Use only non-sparking tools. Large Spills: If sweeping of a contaminated area is necessary use a dust suppressant agent which does not react with the product. Collect dust using a vacuum cleaner equipped with HEPA filter. Avoid dispersal of dust in the air (i.e., clearing dust surfaces with compressed air). Minimize dust generation and accumulation. Prevent entry into waterways, sewer, basements or confined areas. Following product recovery, flush area with water. Small Spills: Sweep up or vacuum up spillage and collect in suitable container for disposal. Never return spills to original containers for re-use. For waste disposal, see section 13 of the SDS. Environmental precautions Avoid discharge into drains, water courses or onto the ground. Prevent entry into waterways, sewers, basements or confined areas. 3.A.8.b Packet Pg. 313 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) Page: 3 of 7   7. Handling and Storage Precautions for safe handling Keep away from heat/sparks/open flames/hot surfaces. - No smoking. Combustible dust clouds may be created where operations produce fine material (dust). Avoid significant deposits of material, especially on horizontal surfaces, which may become airborne and form combustible dust clouds and may contribute to secondary explosions. Minimize dust generation and accumulation. Handling and processing operations should be conducted in accordance with ‘best practices’ (e.g. NFPA-654). Provide appropriate exhaust ventilation at places where dust is formed. Use only with adequate ventilation. Avoid contact with skin and eyes. In case of insufficient ventilation, wear suitable respiratory equipment. Wear appropriate personal protective equipment. Observe good industrial hygiene practices. Practice good housekeeping. Wash thoroughly after handling. Conditions for safe storage, including any incompatibilities Keep away from heat, sparks and open flame. Dry powders can build static electricity charges when subjected to the friction of transfer and mixing operations. Provide adequate precautions, such as electrical grounding and bonding, or inert atmospheres. Keep containers tightly closed in a dry, cool and well-ventilated place. Store away from incompatible materials (see Section 10 of the SDS). Guard against dust accumulation of this material. Routine housekeeping should be instituted to ensure that dusts do not accumulate on surfaces. Keep out of reach of children. 8. Exposure Controls/Personal Protection Occupational exposure limits No exposure limits noted for ingredient(s). Biological limit values No biological exposure limits noted for the ingredient(s). Appropriate engineering controls Ventilation should be sufficient to effectively remove and prevent buildup of any dusts or fumes that may be generated during handling or thermal processing. It is recommended that all dust control equipment such as local exhaust ventilation and material transport systems involved in handling of this product contain explosion relief vents or an explosion suppression system or an oxygen-deficient environment. Ensure that dust-handling systems (such as exhaust ducts, dust collectors, vessels, and processing equipment) are designed in a manner to prevent the escape of dust into the work area (i.e., there is no leakage from the equipment). Use only appropriately classified electrical equipment and powered industrial trucks. Individual protection measures, such as personal protective equipment Eye/face protection Wear safety glasses with side shields (or goggles). Skin protection Hand protection Rubber gloves. Confirm with a reputable supplier first. Other Wear suitable protective clothing. As required by employer code. Respiratory protection Where exposure guideline levels may be exceeded, use an approved NIOSH respirator. Wear respirator with dust filter. Thermal hazards Not applicable. General hygiene considerations When using, do not eat, drink or smoke. Always observe good personal hygiene measures, such as washing after handling the material and before eating, drinking, and/or smoking. Routinely wash work clothing and protective equipment to remove contaminants. Wash hands before breaks and immediately after handling the product. 9. Physical and Chemical Properties Appearance Particles Physical state Solid. Form Powder. Color Black Odor Odorless Odor threshold Not available. pH Not available. Melting point/freezing point Not available. Initial boiling point and boiling range Not available. Pour point Not available. Specific gravity 1.6 (water = 1) Partition coefficient (n-octanol/water) Not available. Flash point Not available. Evaporation rate Not available. Flammability (solid, gas) Not applicable. 3.A.8.b Packet Pg. 314 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) Page: 4 of 7   Upper/lower flammability or explosive limits Flammability limit - lower (%) Flammability limit - upper (%) Not available. Not available. Explosive limit - lower (%) Not available. Explosive limit - upper (%) Not available. Vapor pressure Not available. Vapor density Not available. Relative density Not available. Solubility(ies) Insoluble Auto-ignition temperature Not available. Decomposition temperature Not available. Viscosity Not available. Reactivity None known. 10. Stability and Reactivity Possibility of hazardous reactions Hazardous polymerization does not occur. Chemical stability Stable under recommended storage conditions. Conditions to avoid Keep away from heat, sparks and open flame. Do not mix with other chemicals. Avoid dispersal of dust in the air (i.e., clearing dust surfaces with compressed air). Minimize dust generation and accumulation. Incompatible materials Oxidizers. Hazardous decomposition products May include and are not limited to: Oxides of carbon. Oxides of nitrogen. Oxides of sulfur. 11. Toxicological Information Routes of exposure Eye, Skin contact, Inhalation, Ingestion. Information on likely routes of exposure Ingestion Expected to be a low ingestion hazard. Inhalation May cause damage to organs by inhalation. Excessive, long-term exposure by inhalation to coal dust may lead to a condition called workers' pneumoconiosis (or "Black Lung"). This condition may be characterized by cough, shortness of breath, reduction in pulmonary function, pulmonary hypertension, bronchitis, emphysema and premature death. Skin contact No adverse effects due to skin contact are expected. Eye contact Dust in the eyes will cause irritation. Symptoms related to the physical, chemical and toxicological characteristics Direct contact with eyes may cause temporary irritation. Information on toxicological effects Acute toxicity Components Species Coal, anthracite (CAS 8029-10-5) Acute Inhalation LC50 Not available Oral LD50 Not available Skin corrosion/irritation Prolonged skin contact may cause temporary irritation. Exposure minutes Not available. Erythema value Not available. Oedema value Not available. Test Results Serious eye damage/eye irritation Dust in the eyes will cause irritation. Corneal opacity value Not available. 3.A.8.b Packet Pg. 315 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) Page: 5 of 7   Iris lesion value Not available. Conjunctival reddening value Not available. Conjunctival oedema value Not available. Recover days Not available. Respiratory or skin sensitization Respiratory sensitization Not available. Skin sensitization This product is not expected to cause skin sensitization. Germ cell mutagenicity Non-hazardous by WHMIS/OSHA criteria. Mutagenicity Non-hazardous by WHMIS/OSHA criteria. Carcinogenicity See below. Reproductive toxicity Non-hazardous by WHMIS/OSHA criteria. Teratogenicity Non-hazardous by WHMIS/OSHA criteria. Specific target organ toxicity - single exposure Specific target organ toxicity - repeated exposure Not classified. May cause damage to organs through prolonged or repeated exposure. Aspiration hazard Not available. Chronic effects Prolonged or repeated exposure may cause lung injury. May cause damage to organs through prolonged or repeated exposure. Further information Not available. Name of Toxicologically Synergistic Products Not available. 12. Ecological Information Ecotoxicity The product is not classified as environmentally hazardous. However, this does not exclude the possibility that large or frequent spills can have a harmful or damaging effect on the environment. Persistence and degradability No data is available on the degradability of this product. Bioaccumulative potential No data available. Mobility in soil No data available. Mobility in general Not available. Other adverse effects No other adverse environmental effects (e.g. ozone depletion, photochemical ozone creation potential, endocrine disruption, global warming potential) are expected from this component. 13. Disposal Considerations Disposal instructions Review federal, state/provincial, and local government requirements prior to disposal. Collect and reclaim or dispose in sealed containers at licensed waste disposal site. This material and its container must be disposed of as hazardous waste. Do not allow this material to drain into sewers/water supplies. Do not contaminate ponds, waterways or ditches with chemical or used container. Local disposal regulations Dispose in accordance with all applicable regulations. Hazardous waste code The waste code should be assigned in discussion between the user, the producer and the waste disposal company. Waste from residues / unused products Dispose of in accordance with local regulations. Empty containers or liners may retain some product residues. This material and its container must be disposed of in a safe manner (see: Disposal instructions). Contaminated packaging Empty containers should be taken to an approved waste handling site for recycling or disposal. Since emptied containers may retain product residue, follow label warnings even after container is emptied. 14. Transport Information General Canada: TDG Proof of Classification: In accordance with Part 2.2.1 (SOR/2014-152) of the Transportation of Dangerous Goods Regulations, we certify that the classification of this product is correct as of the SDS date of issue. If applicable, the technical name and the classification of the product will appear below. U.S. Department of Transportation (DOT) Not regulated as dangerous goods. Transportation of Dangerous Goods (TDG - Canada) Not regulated as dangerous goods. 3.A.8.b Packet Pg. 316 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) Page: 6 of 7   15. Regulatory Information Canadian federal regulations This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations and the SDS contains all the information required by the Controlled Products Regulations. WHMIS status Controlled WHMIS classification Class D - Division 2B WHMIS labeling US federal regulations This product is a "Hazardous Chemical" as defined by the OSHA Hazard Communication Standard, 29 CFR 1910.1200. TSCA Section 12(b) Export Notification (40 CFR 707, Subpt. D) Not regulated. CERCLA Hazardous Substance List (40 CFR 302.4) Not listed. Clean Air Act (CAA) Section 112(r) Accidental Release Prevention (40 CFR 68.130) Not regulated. Clean Air Act (CAA) Section 112 Hazardous Air Pollutants (HAPs) List Not regulated. Superfund Amendments and Reauthorization Act of 1986 (SARA) Hazard categories Immediate Hazard - No Delayed Hazard - Yes Fire Hazard - No Pressure Hazard - No Reactivity Hazard - No SARA 302 Extremely hazardous substance SARA 311/312 Hazardous chemical SARA 313 (TRI reporting) Not regulated. Other federal regulations Safe Drinking Water Act (SDWA) Food and Drug Administration (FDA) Yes Yes Not regulated. Not regulated. US state regulations This product does not contain a chemical known to the State of California to cause cancer, birth defects or other reproductive harm. US - California Proposition 65 - Carcinogens & Reproductive Toxicity (CRT): Listed substance Not listed. US - Texas Effects Screening Levels: Listed substance Coal, anthracite (CAS 8029-10-5) Listed. US. Massachusetts RTK - Substance List Not regulated. US. Pennsylvania RTK - Hazardous Substances Not regulated. US. Rhode Island RTK Not regulated. Inventory status Country(s) or region Inventory name On inventory (yes/no)* Canada Domestic Substances List (DSL) Canada Non-Domestic Substances List (NDSL) United States & Puerto Rico Toxic Substances Control Act (TSCA) Inventory *A "Yes" indicates that all components of this product comply with the inventory requirements administered by the governing country(s) Yes No Yes 3.A.8.b Packet Pg. 317 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) Page: 7 of 7   16. Other Information Disclaimer The data contained in this material safety data sheet was obtained from sources that were technically accurate, reliable, and state of the art when this document was prepared. If data was unavailable to complete certain sections, the absence of that data is identified in this document. Because the supplier cannot know the exact circumstances during actual use of this product, other hazards, exposure scenarios, disposal considerations, and regulations may apply and it is the responsibility of the user to read and understand the product label and this document before use. Do not use the product for purposes other than those stated in Section 1. Issue date 07-April-2015 Effective date 07-April-2015 Expiry date 07-April-2018 Further information Refer to NFPA 654, Standard for the Prevention of Fire and Dust Explosions from the Manufacturing, Processing, and Handling of Combustible Particulate Solids, for safe handling. For an updated SDS, please contact the supplier/manufacturer listed on the first page of the document. Prepared by Carbon Sales, Inc. 1-800-233-8355 Other information This Safety Data Sheet was prepared to comply with the current OSHA Hazard Communication Standard (HCS) adoption of the Globally Harmonized System of Classification and Labeling of Chemicals (GHS). This SDS conforms to the ANSI Z400.1/Z129.1-2010 Standard. LEGEND Severe Serious Moderate Slight Minimal 4 3 2 1 0 HEALTH * 1 FLAMMABILITY 0 PHYSICAL HAZARD 0 PERSONAL PROTECTION X 0 1 0 3.A.8.b Packet Pg. 318 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 1 6739 Washington Ave. Whittier CA 90601 www.waterbypureflow.com info@waterbypureflow.com +1 562 945 3425 +1 800 926 3426 17) Contact: Scott Johnson, 562-945-3425, scott@pfdiv.com 22) Local Service center: Whittier, CA 23) Warranty: 12 months after date of acceptance, or 18 months from delivery, which ever occurs sooner 24) Time at which warranties become effective: see No. 23 25) Estimate of maximum & minimum headloss through system: 10 psi min. 20 psi max Estimate of recommended headloss for initiating a backwash: 25 psi 3.A.8.b Packet Pg. 319 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) DATE: 12/13/22 Customer: City of San Jacinto, CA Project: 2500 gpm Fe & Mn Filtraiton System FLOW RATE:2,500 GPM A. SODIUM HYPOCHLORITE:(NaOCl) S.G.= 1.2 SOLUTION %: 12.5 Stoichiometric demand Calc.: mg/L Sto.Dem. Dosage Design : Iron (Fe) 0.440 0.63 = 0.28 Design : Mang. (Mn) 0.260 1.29 = 0.34 Design : Hyd. Sulf. (H2S) 0.000 8.00 = 0.00 Design : Ammonia 0.000 10.00 = 0.00 Design : TOC 0.000 2.50 = 0.00 Design : Arsenic 0.000 1.00 = 0.00 Free Chlorine Residual: 1.000 1.00 = 1.00 Total Dosage mg/L : 1.61 Estimated Pump GPH = (GPM)(Total dosage)(.006) =1.6126 GPH (S.G.)(Solution %) Use (2) 3 GPH @ 145 PSI Pump Tank Size # of Days:30 days Tank Sizing: (Req. GPH)(24)(# of Days) =1,161 gallons Use (1) 1500 Gallon Double Wall Tanks C. CHEMICAL COST PER MILLION GALLONS OF WATER: SODIUM HYPOCHLORITE COST ……………………………………. =$2.18 / gallon SODIUM HYPOCHLORITE COST ……………………………………. =$3.52 / hour SODIUM HYPOCHLORITE COST ……………………………………. =$84.37 / day SODIUM HYPOCHLORITE COST ……………………………………. =$590.60 / week SODIUM HYPOCHLORITE COST ……………………………………. =$2,566.29 / month SODIUM HYPOCHLORITE COST ……………………………………. =$30,795.50 / year PUMP / TANK SIZING AND ESTIMATED PRETREATMENT CHEMICAL COSTS 3.A.8.b Packet Pg. 320 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) Customer: City of San Jacinto, CA Date: 12/15/2022 Project: 2500 gpm Fe & Mn Filtration System Pureflow Budget Proposal No: Flow Rate: 2,500.00 GPM Control Panel: …………………………….… 120VAC / 1pH / 60Hz, One (1) 20 Amp Service Equipment Qty.Voltage Rated Horse- Max. Power Oper. Cost per Cost per Amp.(Ave)power Drawn KW HRS (Ave.) KW-HR 24HRS Control Panel 1 115 10 1.15 24 0.20 $5.52 Analyzers 1 115 0.5 0.06 24 0.20 $0.28 Electric Actuated Valves Transition 16 115 2.3 7.33 0.01 0.20 $0.01 Electric Actuated Valves Heaters 16 115 0.03 24 0.20 $0.14 Backwash Water Supply Pump 1 480 91 75 75.65 0.1333 0.20 $2.02 Backwash Water Reclaim Pump 1 480 32 30 26.60 1.5 0.20 $7.98 Average Total Power Cost (assuming 24 hour continuous operation): ……………………………………………………………$15.95 Average Total Power Cost (assuming 24 hour continuous operation): ……………………………………………………………$111.67 Average Total Power Cost (assuming 24 hour continuous operation): ……………………………………………………………$485.23 Average Total Power Cost (assuming 24 hour continuous operation): ……………………………………………………………$5,822.72 Notes: 1 - Both filters shall be backwashed in sequence. 2 - Assume each filter requires a backwash every 24-hours. Power Supply PUREFLOW FILTRATION Estimated Electrical Consumption and Cost 3.A.8.b Packet Pg. 321 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) RATE 3%YEAR NPV Sub-total1234567891011121314151617181920Power$116,454.31 $5,997.40 $6,177.32 $6,362.64 $6,553.52 $6,750.12 $6,952.63 $7,161.21 $7,376.04 $7,597.32 $7,825.24 $8,060.00 $8,301.80 $8,550.85 $8,807.38 $9,071.60 $9,343.75 $9,624.06 $9,912.78 $10,210.17 $10,516.47Chemical$615,909.99 $31,719.36 $32,670.95 $33,651.07 $34,660.61 $35,700.42 $36,771.44 $37,874.58 $39,010.82 $40,181.14 $41,386.58 $42,628.17 $43,907.02 $45,224.23 $46,580.96 $47,978.39 $49,417.74 $50,900.27 $52,427.28 $54,000.10 $55,620.10Media Replacement$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00Actuator Expenses$14,912.55 $3,188.00 $3,695.77 $4,284.41 $4,966.81Pump Expenses$45,108.09$20,158.75$27,091.67Analyzer Regents$20,000.00 $1,030.00 $1,060.90 $1,092.73 $1,125.51 $1,159.27 $1,194.05 $1,229.87 $1,266.77 $1,304.77 $1,343.92 $1,384.23 $1,425.76 $1,468.53$1,512.59 $1,557.97 $1,604.71 $1,652.85 $1,702.43 $1,753.51 $1,806.11Analyzer Maintenance$2,711.37 $579.64 $671.96 $778.98 $903.06Operator Expenses$288,000.00 $14,832.00 $15,276.96 $15,735.27 $16,207.33 $16,693.55 $17,194.35 $17,710.18 $18,241.49 $18,788.73 $19,352.40 $19,932.97 $20,530.96 $21,146.89 $21,781.29 $22,434.73 $23,107.77 $23,801.01 $24,515.04 $25,250.49 $26,008.00Contracted Expenses$28,000.00 $1,442.00 $1,485.26 $1,529.82 $1,575.71 $1,622.98 $1,671.67 $1,721.82 $1,773.48 $1,826.68 $1,881.48 $1,937.93 $1,996.07 $2,055.95$2,117.63 $2,181.15 $2,246.59 $2,313.99 $2,383.41 $2,454.91 $2,528.56Annual Subtotals55,020.76$ 56,671.38$ 58,371.53$ 60,122.67$ 65,693.99$ 63,784.14$ 65,697.67$ 67,668.60$ 69,698.65$ 96,316.09$ 73,943.30$ 76,161.60$ 78,446.45$ 80,799.84$ 88,287.23$ 85,720.55$ 88,292.17$ 90,940.94$ 93,669.16$ ##########NPV GRAND TOTAL $1,131,096.32Notes:1. Operator expenses estimates 10-hours per month at a current cost of $120 / hour.2. Contracted expenses estimates 1-day per year at a current cost of $1400 per day3. The proposed media is a permanent media and does not required replacement assuming the system is maintained properly and proper chemical pre-treatment is in place.PERIODSCITY OF SAN JACINTO, CA - 2,500 GPM Fe & Mn FILTRATION SYSTEM20-YEAR O & M COST ANALYSIS3.A.8.bPacket Pg. 322Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) Customer: City of San Jacinto, CA Date: 12/15/22 Project: 2500 gpm Iron & Manganese Filtration System Note: 1 mg/L of dissolved iron will produce Pureflow Proposal No: 1.91mg/L of oxidized iron residual solids & 1 mg/l of Design flow rate: 2,500.00 USGPM 157.70 L/Sec.dissolved Mang. Will produce Sludge Density: 80 lb./Ft3 1.28 gr/cm3 1.61mg/l of oxidized manganese residual solids. Total Iron(Fe) Max. in raw water from Pilot…………………………………………..…0.44 mg/L 1.91 0.8404 Total Mang. (Mn) Max. in raw water from Pilot …………………………………………0.26 mg/L 1.61 0.4186 Ferric Chloride inj. 0 mg/L Inj. in raw water Dosage as iron (Fe)………0.00 mg/L 1.91 0.00 Total Solids(NTU) ……………………………………...…………..…………………………0 mg/L Total Arsenic (As) : …………………………………………...…………………………… 0 mg/L Total Aluminum……0 mg/l as Al2O3……………………………………………0 mg/L Total Residual Solids : …………………………………...………………………………..1.259 mg/L Approx. backwash frequency every …………………………………..…………………24 HRS Estimated total contaminant (Sludge) removal per filter run ……………………… 37.77 Lbs./Day 17.13 Kg/Day Number of days before removing sludge from tank (Est.)……………………………180 Days Total Sludge after 180 days of operation (not including water) 6,798.6 Lbs.3,083.8 Kg Diameter of reclaim tank (Assumed )………...…………………………………...………47.5 Feet 14.48 m Volume of tank per foot ………………………………………………...………………… 1771 Ft3/Ft 164.55 m3/m Water / sludge height when supernatant is removed …………………………………3 Ft 0.91 m Volume of Water / sludge at …………………………………3 feet height…. 39,742 Gallon 150,422 Liters Weight of Water / sludge at …………………………………3 feet height…. 331,242 Lbs. 150251 Kg Concentration of sludge in the Water. (after …………180 days)20,525 PPM 20,525 mg/L Total Sludge Volume…………………………………………………………………….. 84.98 Ft3 2.41 m3 Approx. sludge concentration in water…………………………………………2.10 % Approx. dry sludge height in tank after……………180 days.………0.58 Inches 1.46 cm PUREFLOW FILTRATION RESIDUAL SOLIDS REQUIREMENTS (Sludge Calculation) 3.A.8.b Packet Pg. 323 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 1  Sample Controls Narrative Operations & Maintenance Manual The intent of this document is to provide an informative summary of the Filtration System Control Panel  (FCP) for the Iron and Manganese Filtration System and ancillary equipment.   Table of Contents 1.Description of Filtration Control Panel ................................................................................................. 2  2.Principles of System Operation ............................................................................................................. 3  Well Pump(s) ................................................................................................................................. 3  Filter(s) .......................................................................................................................................... 4  Chemical Injection ......................................................................................................................... 7  Backwash Water Reclaim System ................................................................................................. 9  Backwash Water Supply System ................................................................................................. 10  Residual Solids Handling System ................................................................................................. 10  3.System Parameters ............................................................................................................................. 12  4.System Alarms ..................................................................................................................................... 18  5.Operator Interface Terminal ............................................................................................................... 25 SAMPLE3.A.8.b Packet Pg. 324 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 2    1. Description of Filtration Control Panel The purpose of the Filtration Control Panel (FCP) is to run the Filter System when a CALL FOR WATER is  received from the City’s SCADA (SCADA) system.  This is achieved by automatically controlling /  monitoring the Well(s), Raw Water Filter(s), Chemical Injection System(s), Backwash Water Reclaim  System, Residual Solids Fluidization and Transfer System, and the Backwash Water Supply System.  The  FCP controls the Well Pump(s).  Refer to Section No. 2 for a complete description of each of this systems  and integral sub‐systems.  The FCP should consists of the following major components:   NEMA 12 or better Enclosure     Human Machine Interface (HMI) to display system status and provide for system control.     Programmable Logic Controller (PLC) to contain the logic and sequencing for pumps, filter(s),  and ancillary equipment operation.       Uninterruptible Power Supply (UPS) to provide surge protection and battery backup should a  power outage occur.   Terminal Blocks, DC Power Supply, Fuses, Circuit Breakers and all other equipment /  components required for a fully functioning control panel.  Please refer to the provided FCP drawings for electrical schematics / wiring diagrams, and an enclosure  face and sub‐panel layout (by others).  Refer to Pureflow drawing P‐100 for process and instrumentation  diagram and sequence of operation.    SAMPLE3.A.8.b Packet Pg. 325 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 3    2. Principles of System Operation The Iron and Manganese Removal System currently consists of four (4) Raw Water Filters, Chemical  Injection, Backwash Water Reclaim System, Residual Solids Fluidization and Transfer System, and the  Backwash Water Supply System.  The well pump(s) supply raw groundwater to the filter system. The  sodium hypochlorite chemical storage and feed system monitors the free chlorine residual of the filter  effluent water and injects chemicals in the raw water accordingly, providing disinfection and the  oxidation mechanism necessary for the efficient removal of iron and manganese. Once the  contaminants are completely oxidized, the media filters remove the iron and manganese present in the  raw ground water pumped by the Well.  The finished treated water is fed directly into the City’s  distributions system.  The backwash water reclaim storage tank temporarily stores filter backwash and  purge water while residual solids settle out of suspension.  The Backwash Water Reclaim System decants  the clear supernatant from atop the settled residual solids and recycles it back upstream of the filters.   After several backwash / purge and reclaim cycles, the residual solids fluidization and transfer system  fluidized and transfers the accumulated residual solids from the backwash water reclaim storage tank to  a tanker truck or the sewer.    Well Pump(s) 1. Well Pump Control Description The purpose of the Well Pump is to supply raw groundwater to the filters and eventually to  the distribution system.  The Well Pump is controlled automatically by the FCP. When SCADA  sends the FCP a CALL FOR WATER the FCP will either prepare for service, or decline the call for  water.  If the filtration system successfully transitions for service, the FCP will grant the call for  water.  Once ready, the FCP will start the Well(s). When in AUTO the CALL FOR WATER is  controlled by SCADA.  If the FCP cannot grant the request for service, the FCP will deny the  request for a call for water.  This will be relayed to SCADA.  When the CALL FOR WATER singal  from SCADA is active, the FCP will monitor the pressure in the distribution system.  When the  pressure drops below the TURN‐ON setpoint, the filter system will turn on the well.  When  the pressure rises above the SHUT‐OFF setpoint, the filter system will turn the well off.  A pressure indicating transmitter is installed downstream of the well pump.  The PIT should  be incorporated into a control‐loop with the well pump VFD in an effort to maintain a user  settable pressure setpoint.  The well pump discharge is equipped with a pump control valve.  Upon initial startup, water  shall be directed through the pump control valve for a user settable duration.  Once the timer  has lapsed, water can be directed to the filter system.  The well pump discharge is equipped with a modulating flow control valve and flow meter.   The flow meter should be incorporated into a control‐loop with the flow control valve in an  effort to control the flow of the well. SAMPLE3.A.8.b Packet Pg. 326 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 4    Filter(s) 1. Filter Control Description The Filter has two (2) primary modes on the OIT for controlling the Filter.  The first allows the  operator to put each / all Filters “IN SERVICE” or to take them “OUT OF SERVICE”.  When the  Filter is OUT OF SERVICE all of its valves go to the closed position and its alarms are inhibited.   When the Filter is IN SERVICE, the secondary modes determine if the Filter is in the “AUTO”  mode or the “MANUAL” mode.  In the AUTO mode, the PLC controls the Filter automatically.   In the MANUAL mode, the operator has the ability to control the valves on the Filter  manually.   Each of the valves on the Filter has an OPEN and CLOSE pushbutton for manually operating  the valves in the MANUAL mode on the OIT.  The five (5) valves on the Filter are described below:  1. INFLUENT – this valve allows untreated water to pass into the Filter.    2. EFFLUENT – this valve allows filtered water to leave the Filter.    3. BACKWASH INLET – this valve allows injection water to flow back through the Filter for  cleaning.    4. BACKWASH OUTLET – this valve allows buildup accumulated in the Filter to exit the  Filter to the Reclaim Tank.    5. PURGE – this valve directs the initial amount of filtered water back to the Reclaim Tank  to insure that all water passing through the effluent valve is clean.  In the AUTO mode, the Filter’s five (5) valves are sequenced to achieve five (5) steps of  operation which are described below (see sequence of operation):  1. STANDBY – In this mode all valves are in the closed position.  The Filter is waiting for a  CALL FOR WATER from the FCP.    Assuming all the Filter’s valves are correctly configured and properly operating, the  Filter always achieves a condition of low differential pressure when proceeding to the  Standby mode.  This is accomplished by first closing all inlet valves (influent or backwash  supply), the then closing the appropriate outlet valves (effluent, purge, or backwash).     2. PURGE –This mode allows the initial amount of influent water passing through the Filter  to be sent to the Reclaim Tank to insure that only clean water can be put into the  effluent system.  The Filter shall be purged with a purge cycle for a preset determined SAMPLE3.A.8.b Packet Pg. 327 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 5    time period before it actually begins its filtering process.  The purge begins by opening  first the purge valve and then the influent valve and then signaling for the Well Pump to  Run.  Following the timeout of the purge cycle time, the Filter will transition to the  SERVICE mode as described below.    3. SERVICE – Also referred to as “filtering”, this mode allows influent water to be filtered  and then put into the system as filtered water.  Once the purge cycle is complete, the  PLC will simultaneously open the effluent valve while closing the purge valve.  Once the  effluent valve is open, the Filter is then online or in service.    4. SERVICE IDLE ‐ this is a derivative of the Service Mode that is entered into when the  Filter is in the Automatic mode of operation, it is in the Service cycle, and the CALL FOR  WATER is removed.  The purpose of this mode is to conserve water by allowing the Filter  to continue operation without first processing a Backwash cycle if the CALL FOR WATER  is restored within a reasonable amount of time.  When the CALL FOR WATER is  removed, the Well Pump will be shut down and the valves will be sequenced as if the  Filter were proceeding to the Standby mode.  The amount of time the Filter can remain in the Service Idle Mode is determined by the  value of the MAX IDLE TIME SET POINT, which as the name implies, is the maximum  amount of time a Filter can remain idle after entering the Service Idle state before a  Backwash cycle is required.  When the service runtime is greater than the MINIMUM  FILTERING TIME SET POINT, the Filter is considered dirty and a Dirty Filter Flag is set and  the Filter will proceed to a Backwash sequence.    5. BACKWASH – The backwash sequence is performed in order to clean the Filter from  buildup of debris on the influent side of the Filter.  As the name implies, a backwash  consists of flow water backwards, from the system through the Filter and out to the  Reclaim Tank.  A Backwash is required if any of the following conditions occur:    1. High head loss – determined by the Differential Pressure Switch on each Filter.    2. Maximum filtering time – If the Filter has filtered for longer than the MAXIMUM  FILTERING TIME SET POINT.    3. Service Idle expired – If the Filter has been in the Service idle mode for a preset  amount of time.    4. If the Filter has been in service for longer than the MINIMUM FILTERING TIME SET  POINT and the CALL FOR WATER is removed.    5. If the Filter is manually put into a backwash through the OIT.  This is done by  pressing a START BACKWASH NOW pushbutton on the OIT. SAMPLE3.A.8.b Packet Pg. 328 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 6    Once a backwash is required, the automatic sequencing shall be as follows:  1. The PLC has the ability to inhibit any backwash from occurring based on monitoring  of the Backwash Water Reclaim Storage Tank and Backwash Water Supply Tank  Level Transmitters.  In the event that the PLC inhibits a backwash from occurring, all  of the Filter’s valves will be closed while waiting for the ability to backwash.    NOTE: There are four (4) timers on OIT.     a) Service timer       b) Service idle timer       c) Dirty filter flag timer       d) Backwash timer    2. The Filter will have finished its SERVICE cycle, which requires the close of its influent  valve, after which the effluent valve is closed.    3. After the influent and effluent valves are closed, the backwash out valve is opened.   Once the backwash out valve is fully open, the backwash supply valve is opened.   Water is redirected to the backwash water supply flow control valve and into he  backwash water supply manifold.  After the backwash interval time times out, the  backwash supply valve will be closed.  Once the backwash supply valve is fully  closed, the backwash out valve is closed.  If the Filter is required to be back online, the Filter will proceed through the PURGE  mode and then enter back into the SERVICE mode.  If a high head loss condition has forced a Filter into a backwash and the Filter performs a  backwash, the PLC will verify once the Filter goes back into operation that the high head  loss condition does not still exist.  If it does exist, an alarm is generated and the Filter is  taken out of service.  The backwash flow rate is monitored during a backwash sequence.  The operator will  enter a HIGH BACKWASH FLOW and LOW BACKWASH FLOW set points and associated  alarm delay time set points on the OIT.  If a backwash is initiated and a flow alarm  occurs, the backwash is aborted and the system is shutdown.  2. Filter Effluent Water Flow Meter and Control Valve Description The filter system monitors the effluent flow meter during filtration sequence to  maintain constant flow by means of flow control valve.  The flow control valve includes  two (2) solenoid valves.  One (1) valve is used to remove water off of the top of the SAMPLE3.A.8.b Packet Pg. 329 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 7    valves diaphragm (opening the valve) and one (1) valve is used to allow water onto the  top of the valves diaphragm (closing the valve).  The effluent flow meter indicates and  transmits the flow value to the FCP during service.  If the flow drops below the FILTER  EFFLUENT FLOW RATE LOW LEVEL for a continuous duration in excess of the LOW LEVEL  SET POINT ALARM DELAY, an alarm is generated and the system is shutdown.  If the flow  rises above the FILTER EFFLUENT FLOW RATE HIGH LEVEL for a continuous duration in  excess of the HIGH LEVEL SET POINT ALARM DELAY, an alarm is generated and the  system is shutdown.       Chemical Injection 1. Sodium Hypochlorite Pumps Control Description The sodium hypochlorite chemical feed pumps inject sodium hypochlorite into the raw water  as an oxidant to aid the filters in removing iron and manganese and to provide a chlorine  residual for disinfection in the treated water stream.  Each pump has its own HOA switch on  the OIT.  In the HAND position, the pump will run.  In the AUTO position, the pumps will  alternate and run if the Filters are in the Purge or Service mode.  The pumps operate in a lead  / lag configuration.  The speed of the pump will be controlled by one of the three following  modes:  1. Flow Control Mode    In this mode the speed of the pump is directly proportional to the flow being produced  by the Filter.  The operator may adjust Minimum and Maximum Speeds and Flows to  obtain the desired flow pacing linear curve.    2. PID Control Mode  In this mode the speed of the pump is controlled based on a Chlorine Residual Set Point  that is adjustable on the OIT.  The speed of the pump will vary to try and maintain the  Residual Chlorine at the desired set point.  The operator may adjust the chlorine  residual set point.    3. Combination Control Mode    In this mode the PLC will adjust the speed of the pump using a combination of the Flow  Control Mode and the PID Control Mode.  This is achieved by the operator setting the  amount of “weight” the PID Control Mode has in the Combination Mode in percentage.   The speed will be scaled proportional to flow with the PID Control Mode adjusting the  output above or below the linear curve based on the Residual Chlorine.  The operator  may adjust the “weight” of the PID Control Mode on the operator interface. SAMPLE3.A.8.b Packet Pg. 330 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 8    2. Filtered Effluent pH Analyzer Control Description The Filtered Water pH Analyzer measures the pH of the Filtered water after it exits the filters.   The analyzer panel includes a normally closed solenoid valve that only opens while the filter  system is in service allowing water to flow to the analyzer.  If the Filtered Water pH drops  below a LOW LEVEL SET POINT for a continuous duration in excess of the LOW LEVEL SET  POINT ALARM DELAY an alarm is generated on OIT. If the Filtered Water pH rises above the  LOW LEVEL SET POINT, the alarm condition clears and the alarm delay timer automatically  resets.  If the Filtered Water pH drops below a LOW‐LOW LEVEL SET POINT for a duration in  excess of the LOW‐LOW LEVEL SET POINT ALARM DELAY an alarm is generated and the  system is shut down.  The Filtered Water pH must rise above the LOW‐LOW LEVEL SET POINT  and the alarm must be cleared on the OIT before operation may continue.  If the Filtered  Water pH rises above a HIGH LEVEL SET POINT for a continuous duration in excess of the HIGH  LEVEL SET POINT ALARM DELAY an alarm is generated on OIT. If the Filtered Water pH drops  below the HIGH LEVEL SET POINT, the alarm condition clears and the alarm delay timer  automatically resets.  If the Filtered Water pH rises above a HIGH‐HIGH LEVEL SET POINT for a  continuous duration in excess of the HIGH‐HIGH LEVEL SET POINT ALARM DELAY an alarm is  generated and the system is shut down.  The Filtered Water pH must drop below the HIGH‐ HIGH LEVEL SET POINT and the alarm must be cleared on the OIT before operation may  continue.  3. Free Chlorine Residual Analyzer Control Description The Free Chlorine Residual Analyzer measures the amount of free chlorine in the treated  water effluent of the filter system.  The presence of a free chlorine residual and raw water  quality testing to ensure the filter influent water is on the plus side of breakpoint is critical to  the iron manganese removal process.  The analyzer panel includes a normally closed solenoid  valve that only opens while the filter system is in service allowing water to flow to the  analyzer.  If the chlorine residual drops below a LOW LEVEL SET POINT for a continuous  duration in excess of the LOW LEVEL SET POINT ALARM DELAY an alarm is generated on OIT. If  the chlorine residual rises above the LOW LEVEL SET POINT, the alarm condition clears and  the alarm delay timer automatically resets.  If the chlorine residual drops below a LOW‐LOW  LEVEL SET POINT for a duration in excess of the LOW‐LOW LEVEL SET POINT ALARM DELAY an  alarm is generated and the system is shut down.  The chlorine residual must rise above the  LOW‐LOW LEVEL SET POINT and the alarm must be cleared on the OIT before operation may  continue.  If the chlorine residual rises above a HIGH LEVEL SET POINT for a continuous  duration in excess of the HIGH LEVEL SET POINT ALARM DELAY an alarm is generated on OIT.  If the chlorine residual drops below the HIGH LEVEL SET POINT, the alarm condition clears and  the alarm delay timer automatically resets.  If the chlorine residual rises above a HIGH‐HIGH  LEVEL SET POINT for a continuous duration in excess of the HIGH‐HIGH LEVEL SET POINT  ALARM DELAY an alarm is generated and the system is shut down.  The chlorine residual must  drop below the HIGH‐HIGH LEVEL SET POINT and the alarm must be cleared on the OIT before  operation may continue. SAMPLE3.A.8.b Packet Pg. 331 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 9    Backwash Water Reclaim System 1. Backwash Water Reclaim Storage Tank Control Description The Backwash Water Reclaim Storage Tank is used to store purged and backwashed water  which will then be reclaimed.  The level of the Reclaim Tank is monitored for alarming and control of the reclaim pump using  a level transmitter.  The Reclaim Tank Level will have five set points (adjustable on the OIT)  which are: 1) BACKWASHES INHIBIT SET POINT, 2) FUTURE BACKWASHES INHIBIT SET POINT  and 3) RECLAIM PUMP SHUTOFF SET POINT 4) RESIDUAL SOLIDS TRANSFER PUMP SHUT OFF  SET POINT 5) HI HI ALARM SET POINT.  All Set Points have an associated Time Delay Set Point  that is adjustable on the OIT.  If the Reclaim Tank Level rises above the BACKWASHES INHIBIT  SET POINT for a set delay time, all backwashes shall be aborted in order to prevent overflow  of the Reclaim Tank and an alarm is generated.  If the Reclaim Tank Level rises above the  FUTURE BACKWASHES INHIBIT SET POINT for a set delay time, then any future backwashes  will be inhibited until the level falls below the Set Point.  If the Reclaim Tank Level falls below  the RECLAIM PUMP SHUTOFF SET POINT for a set delay time, the Reclaim Pump will shut off.   If level rises to Hi Hi level and alarm is generated & backwash will be terminated.  Following the backwash or purge of a Filter, a MINIMUM SETTLING TIME SET POINT  (adjustable on OIT) begins to time out to allow the sludge in the Reclaim Tank to settle.  The  minimum settling time must be met before the Reclaim Pumps may reclaim the water in the  tank.  2. Backwash Water Reclaim Pump Control Description The function of the Backwash Water Reclaim Pump is to reclaim water during service from the  Reclaim Tank that was used for purging and backwashing the Filter.  The FCP shall inhibit all  reclaim cycles unless one (1) or more filters are in service.  The OIT has an HOA switch for  Reclaim Pump.  In the HAND position the pump runs.  In the AUTO position the PLC will  automatically run the Reclaim Pump every reclaim cycle.  The reclaim cycle begins when the  settling time times out at which point the Reclaim Pump starts running.  The pump continues  to run until the Reclaim Tank Level reaches the RECLAIM PUMP SHUTOFF SET POINT for a set  delay at which point the pump turns off.  The PLC will also generate an alarm condition should  a Reclaim Pump fail to start or stop.  In the event of a fail to start the pump will be inhibited  from operation.  3. Backwash Water Reclaim Flow Meter and Control Valve Description The backwash water reclaim system monitors the reclaim water flow meter during a reclaim  cycle to maintain constant flow by means of flow control valve.  The flow control valve  includes two (2) solenoid valves.  One (1) valve is used to remove water off the top of the  valves diaphragm (opening the valve) and one (1) valve is used to allow water onto the top of  the valves diaphragm (closing the valve).  The flow meter indicates and transmits the flow SAMPLE3.A.8.b Packet Pg. 332 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 10    value to the FCP during service.  The desired RECLAIM FLOW RATE SET POINT can be set at the  OIT but shall never exceed ten percent (10%) of the total system FILTER EFFLUENT FLOW  RATE SET POINT.  If the flow drops below the RECLAIM FLOW RATE LOW LEVEL for a  continuous duration in excess of the LOW LEVEL SET POINT ALARM DELAY, an alarm is  generated and the reclaim system is shutdown.  If the flow rises above the RECLAIM FLOW  RATE HIGH LEVEL for a continuous duration in excess of the HIGH LEVEL SET POINT ALARM  DELAY, an alarm is generated and the reclaim system is shutdown.  Backwash Water Supply System 1. System Valve Control Description The function of the System Valve is to direct filter effluent water to either the distribution  system or to the filter backwash supply manifold.  The valve only closes during a backwash  event if the system effluent flowrate is less than or equal to what is required to meet filter  backwash requirements; other wise the valve always remains open.  The transition of the  System Valve and a backwash sequence will be inhibited in the event that the backwash  water reclaim storage tank level is above the high level set point and an alarm will be  generated on OIT.  The PLC will also generate an alarm condition should the System Valve fail  to transition in the appropriate amount of time.  Once the filter backwash sequence is  complete, the System Valve re‐opens and allows the filter effluent water to flow to the  treated water effluent storage reservoir.    2. Backwash Water Supply Flow Meter Control Description The Filter System monitors the Backwash Flow Meter during a backwash sequence.  If the  flow stays below a LOW BACKWASH FLOW SET POINT for a set time delay, an alarm is  generated and the system is shut down.  If the flow rises above a HIGH BACKWASH FLOW SET  POINT an alarm is generated and the system is shut down.  Due to its critical nature, there is  no time delay associated with the BACKWASH WATER SUPPLY FLOW RATE HIGH LEVEL.  The  backwash flow meter will indicate and totalize the flow volume used.  The backwash water  supply flow control valve is not an electronic style valve that is automatically adjusted by the  control panel.  The valve includes mechanically operated pilot that only require onetime  adjustment.   Residual Solids Handling System 1. Residual Solids Fluidization and Transfer Pump Control Description The function of the Residual Solids Fluidization and Transfer Pump is to fluidize and transfer  the settled solids from the Backwash Water Reclaim Storage Tank to the sewer or a tanker  truck.  The OIT has an HOA switch for the Residual Solids Transfer Pump.  In the HAND position  the pump runs.  In the AUTO position the PLC will automatically run the Residual Solids  Fluidization and Transfer Pump every transfer cycle.  The fluidization cycle begins when the  filter has completed a set NUMBER OF BACKWASHES BEFORE RESIDUAL SOLIDS TRANSFER (set SAMPLE3.A.8.b Packet Pg. 333 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 11    on the OIT) and a reclaim cycle has been completed.  The Residual Solids Fluidization System  Inlet Valve will open.  Once open, the Residual Solids Fluidization Outlet Valve will open.  Once  the FLUIDIZATION TIME (set on OIT) has lapsed, the Residual Solids Transfer Valve opens and  the Residual Solid Fluidization Outlet Valve will close.  The pump continues to run until the  TRANSFER PUMP SHUT OFF LEVEL has been reached. PLC will generate an alarm condition  should sludge pump fail to start.  SAMPLE3.A.8.b Packet Pg. 334 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 12    3. System Parameters The following set points may be adjusted on the OIT (note that all level, flow, and Tanks set points will  have an associated delay time set point to prevent hysteresis).  The values in the “Default” column are preliminary.  Final set points will be determined at start‐up of the  system.  Regardless of whether included below or not, all monitored setpoint shall have high, high‐high, low, and  low‐low alarms associated with each.  Each alarm shall point shall have a user settable delay.  If the time  delay setpoint is set to zero, the alarm shall occur instantaneously.  Although an effort to include all parameter has been made, not all settable parameters may be shown.   Refer to the Pureflow Drawing No. P‐100 P & ID and / or the engineers project contract Drawing Nos. I‐ 101, I‐102, I‐103, and I‐104 for additional equipment.  3.1 General Process Parameters Variable Description Units Range Default  FILTER MAXIMUM  RUN DURATION  Amount of time before a backwash must occur  regardless of filter mode  Hours 1‐999.9 24  SYSTEM ON  PRESSURE  City distribution pressure reading which triggers the  system to turn on and send treated water to the  distribution system  psig    0‐100 60  SYSTEM OFF  PRESSURE  City distribution pressure reading which triggers the  system to turn off and stop sending water to the  distribution system  psig 0‐100 100  FILTER MAXIMUM  IDLE DURATION  BEFORE BACKWASH  Maximum amount of time the filter will remain in the  Service Idle cycle. NOTE: Adjusting this set point to  Zero disables the Max Idle Time feature and the Filter  will backwash anytime the call for water is removed  AND the Dirty Filter Flag is set.  Hours 0‐999.9 12‐24  FILTER RUN  DURATION BEFORE  FLAGGED DIRTY  Minimum amount of Filter runtime before the Filter is  considered dirty and the Dirty Filter Flag is set  Hours 0‐999.9 2  FILTER PURGE  DURATION  Amount of time that a purge cycle runs Minutes 1‐999.9 1  HIGH DIFFERENTIAL  PRESSURE DELAY  Delay time before a backwash on differential pressure  event occurs  Minutes 1‐999 5  NUMBER OF  BACKWASHES FROM  DIFFERENTIAL  PRESSURE  Number of consecutive backwashed derived from a  high differential pressure alarm allowed before the  system is shutdown and a second alarm is generated.  attempts 1‐5 2  FILTER EFFLUENT  FLOW RATE  Setpoint flow rate for the Filter GPM 0‐1500 850  FILTER EFFLUENT High flow through the Filter that will shut down the GPM 0‐1500 1000 SAMPLE3.A.8.b Packet Pg. 335 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 13    Variable Description Units Range Default  FLOW RATE, HIGH  LEVEL  Filter and generate an alarm.  FILTER EFFLUENT  FLOW RATE HIGH  LEVEL ALARM DELAY  Delay time of continuous FILTER EFFLUENT FLOW  RATE HIGH LEVEL before an alarm is generated  Seconds 0‐999 10  FILTER EFFLUENT  FLOW RATE, LOW  LEVEL  Low flow through the Filter that will shut down the  Filter and generate an alarm.  GPM 0‐900 700  FILTER EFFLUENT  FLOW RATE LOW  LEVEL ALARM DELAY  Delay time of continuous FILTER EFFLUENT FLOW  RATE LOW LEVEL before an alarm is generated  Seconds 0‐999 15  PURGE FLOW RATE Flow rate for the Filter during Purge GPM 0‐900 733  FILTER PURGE FLOW  RATE, LOW LEVEL  Low flow through the Filter that will shut down the  Filter and generate an alarm.  GPM 0‐1200 550  VALVE FAIL TO OPEN  DELAY  Total time it takes an automatic valve to reach a full  open position from a full closed position.  The filter is  shut down and an alarm is generated if a FAIL TO  OPEN occurs.  Seconds 2‐99 60  VALVE FAIL TO  CLOSE DELAY  Total time it takes an automatic valve to reach a full  closed position from a full open position.  The filter is  shut down and an alarm is generated if a FAIL TO  CLOSE occurs.  Seconds 2‐99 60  3.2 Chemical Storage and Feed System Parameters 1. Sodium Hypochlorite Storage and Feed System Parameters Variable Description Units Range Default  SODIUM  HYPOCHLORITE  PUMP MINIMUM  SPEED  Minimum Speed at which the Hypochlorite Pump is to  run  Percent 0‐100 0  SODIUM  HYPOCHLORITE  PUMP MAXIMUM  SPEED  Maximum Speed at which the Hypochlorite Pump is  to run      Percent 0‐100 100  SODIUM  HYPOCHLORITE  PUMP MINIMUM  FLOW  Effluent Flow at which the Hypochlorite Pump will run  at minimum speed  GPM 0‐2500    200  SODIUM  HYPOCHLORITE  PUMP MAXIMUM  FLOW  Effluent Flow at which the Hypochlorite Pump will run  at maximum speed  GPM 0‐3000 2700 SAMPLE3.A.8.b Packet Pg. 336 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 14    2. Ammonium Hydroxide Storage and Feed System Parameters Variable Description Units Range Default  AMMONIUM  HYDROXIDE PUMP  MINIMUM SPEED  Minimum Speed at which the Ammonium Hydroxide  Pump is to run  Percent 0‐100 0  AMMONIUM  HYDROXIDE PUMP  MAXIMUM SPEED  Maximum Speed at which the Ammonium Hydroxide  Pump is to run      Percent 0‐100 100  AMMONIUM  HYDROXIDE PUMP  MINIMUM FLOW  Effluent Flow at which the Ammonium Hydroxide  Pump will run at minimum speed  GPM 0‐2500    200  AMMONIUM  HYDROXIDE PUMP  MAXIMUM FLOW  Effluent Flow at which the Ammonium Hydroxide  Pump will run at maximum speed  GPM 0‐3000 2700  AMMONIUM  HYDROXIDE  STORAGE TANK,  LOW LEVEL  Level at which more chemical needs to be added to  the tank in order to prevent interruption of treatment  and an alarm is generated.  inches 0‐125 12  AMMONIUM  HYDROXIDE  STORAGE TANK,  LOW‐LOW LEVEL  Level at which there is not enough chemical in the  tank to continue treatment.  The filter system is shut‐ down and an alarm is generated.  inches 0‐125 6  3.3 Online Analyzer Parameters 1. Free Chlorine Residual Analyzer Variable Description Units Range Default  FREE CHLORINE  RESIDUAL, SET  POINT  Desired Residual Free Chlorine Set Point ppm 0‐5 1.5  FREE CHLORINE  RESIDUAL, LOW  LEVEL ALARM  Level at which there is not enough chlorine in the  water and an alarm is generated  ppm 0‐5.00 0.5  FREE CHLORINE  RESIDUAL LOW  LEVEL ALARM DELAY  Delay time of continuous FREE CHLORINE RESIDUAL  LOW LEVEL ALARM before an alarm is generated  Seconds 0‐999 15  FREE CHLORINE  RESIDUAL, LOW‐ LOW LEVEL ALARM  Level at which there is not enough chlorine in the  water that an alarm is generated and the system is  shut down  ppm 0‐5.00 0.25  FREE CHLORINE  RESIDUAL LOW‐LOW  LEVEL ALARM DELAY  Delay time of continuous FREE CHLORINE RESIDUAL  LOW‐LOW LEVEL ALARM before an alarm is generated  Seconds 0‐999 15  FREE CHLORINE  RESIDUAL, HIGH  Level at which there is too much chlorine in the water  and an alarm is generated  ppm 0‐10.00 2 SAMPLE3.A.8.b Packet Pg. 337 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 15    Variable Description Units Range Default  LEVEL ALARM  FREE CHLORINE  RESIDUAL HIGH  LEVEL ALARM DELAY  Delay time of continuous FREE CHLORINE RESIDUAL  HIGH LEVEL ALARM before an alarm is generated  Seconds 0‐999 15  FREE CHLORINE  RESIDUAL, HIGH‐ HIGH LEVEL ALARM  Level at which there is too much chlorine in the water  that an alarm is generated and the system is shut  down  ppm 0‐10.00 2.5  FREE CHLORINE  RESIDUAL HIGH‐ HIGH LEVEL ALARM  DELAY  Delay time of continuous FREE CHLORINE RESIDUAL  HIGH‐HIGH LEVEL ALARM before an alarm is  generated  Seconds 0‐999 15  2. pH Analyzer Variable Description Units Range Default  FILTERED WATER  PH, LOW LEVEL  ALARM  Level at which the Filtered Water pH is low and an  alarm is generated  pH 0‐14.00 7  FILTERED WATER  PH, LOW LEVEL  ALARM DELAY  Delay time of continuous FILTERED WATER PH LOW  LEVEL ALARM before an alarm is generated  Seconds 0‐999 15  FILTERED WATER  PH, LOW‐LOW LEVEL  ALARM  Level at which the Filtered Water pH is low and an  alarm is generated and the system is shut down  pH 0‐14.00 6.8  FILTERED WATER  PH, LOW‐LOW LEVEL  ALARM DELAY  Delay time of continuous FILTERED WATER PH LOW‐ LOW LEVEL ALARM before an alarm is generated  Seconds 0‐999 15  FILTERED WATER  PH, HIGH LEVEL  ALARM  Level at which the Filtered Water pH is high and an  alarm is generated and the system is shut down  pH 0‐14.00 8.2  FILTERED WATER  PH, HIGH LEVEL  ALARM DELAY  Delay time of continuous FILTERED WATER PH HIGH  LEVEL ALARM before an alarm is generated  Seconds 0‐999 15  FILTERED WATER  PH, HIGH‐HIGH  LEVEL ALARM  Level at which the Filtered Water pH is high and an  alarm is generated and the system is shut down  pH 0‐14.00 8.2  FILTERED WATER  PH, HIGH‐HIGH  LEVEL ALARM DELAY  Delay time of continuous FILTERED WATER PH HIGH‐ HIGH LEVEL ALARM before an alarm is generated  Seconds 0‐999 15  3. Turbidity Analyzer Variable Description Units Range Default  FILTERED WATER  TURBIDITY, HIGH  Level at which the Filtered Water TURBIDITY is HIGH  and an alarm is generated  NTU 0‐5 1 SAMPLE3.A.8.b Packet Pg. 338 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 16    LEVEL ALARM  FILTERED WATER  TURBIDITY, HIGH  LEVEL ALARM DELAY  Delay time of continuous FILTERED WATER TURBIDITY  HIGH LEVEL ALARM before an alarm is generated  Minutes 0‐60 5  FILTERED WATER  TURBIDITY, HIGH‐ HIGH LEVEL ALARM  Level at which the Filtered Water TURBIDITY is HIGH  and an alarm is generated and the system is shut  down  NTU 0‐5 5  FILTERED WATER  TURBIDITY, HIGH‐ HIGH LEVEL ALARM  DELAY  Delay time of continuous FILTERED WATER TURBIDITY  HIGH‐HIGH LEVEL ALARM before an alarm is  generated  Minutes 0‐60 15  4. Total Chlorine Residual Analyzer Variable Description Units Range Default  TOTAL CHLORINE,  SET POINT  Desired Residual TOTAL Chlorine Set Point ppm 0‐5 1.5  TOTAL CHLORINE,  LOW LEVEL ALARM  Level at which there is not enough chlorine in the  water and an alarm is generated  ppm 0‐5.00 0.5  TOTAL CHLORINE  LOW LEVEL ALARM  DELAY  Delay time of continuous TOTAL CHLORINE LOW  LEVEL ALARM before an alarm is generated  Seconds 0‐999 15  TOTAL CHLORINE,  LOW‐LOW LEVEL  ALARM  Level at which there is not enough chlorine in the  water that an alarm is generated and the system is  shut down  ppm 0‐5.00 0.25  TOTAL CHLORINE  LOW‐LOW LEVEL  ALARM DELAY  Delay time of continuous TOTAL CHLORINE LOW‐LOW  LEVEL ALARM before an alarm is generated  Seconds 0‐999 15  TOTAL CHLORINE,  HIGH LEVEL ALARM  Level at which there is too much chlorine in the water  and an alarm is generated  ppm 0‐10.00 2  TOTAL CHLORINE  HIGH LEVEL ALARM  DELAY  Delay time of continuous TOTAL CHLORINE HIGH  LEVEL ALARM before an alarm is generated  Seconds 0‐999 15  TOTAL CHLORINE,  HIGH‐HIGH LEVEL  ALARM  Level at which there is too much chlorine in the water  that an alarm is generated and the system is shut  down  ppm 0‐10.00 2.5  TOTAL CHLORINE  HIGH‐HIGH LEVEL  ALARM DELAY  Delay time of continuous TOTAL CHLORINE HIGH‐ HIGH LEVEL ALARM before an alarm is generated  Seconds 0‐999 15  3.4 Backwash Water Reclaim System Parameters Variable Description Units Range Default  BACKWASH WATER  RECLAIM FLOW  RATE, HIGH LEVEL  Rate at which the flow is too high.  The backwash  water reclaim system will shutdown and an alarm will  be generated.  GPM 0‐350 275  BACKWASH WATER Setpoint flow rate for the backwash water reclaim GPM 0‐350 220 SAMPLE3.A.8.b Packet Pg. 339 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 17    Variable Description Units Range Default  RECLAIM FLOW  RATE   system.  This value shall be automatically limited to  10% of the sum of all online FILTER EFFLUENT FLOW  RATES  BACKWASH WATER  RECLAIM FLOW  RATE, LOW LEVEL  Rate at which the flow is too low.  The backwash  water reclaim system will shutdown and an alarm will  be generated.  GPM 0‐350 175  BACKWASH WATER  RECLAIM FLOW  RATE, LOW LEVEL  DELAY  Amount of time allowed for the pump to start before  initiating a low flow alarm.  Seconds 0‐60 15  BACKWASH WATER  RECLAIM STORAGE  TANK HIGH‐HIGH  LEVEL ALARM  Level in the Reclaim Tank that will generate a High  Level Alarm and shut the system down  Feet 0‐15 11  BACKWASH WATER  RECLAIM STORAGE  TANK BACKWASH  INHIBIT LEVEL  Level in the Reclaim Tank that will abort the current  backwash and generate an alarm  Feet 0‐15 10  BACKWASH WATER  RECLAIM STORAGE  TANK FUTURE  BACKWASHES  INHIBIT LEVEL  Level in the Reclaim Tank that will prevent a future  backwash from beginning  Feet 0‐15 8  BACKWASH WATER  RECLAIM PUMP  SHUTOFF LEVEL  Level in the Reclaim Tank that will shut down the  Reclaim Pump      Feet 0‐15 3  BACKWASH WATER  RECLAIM STORAGE  TANK LEVEL ALARM  DELAY  Delay time of any continuous BACKWASH WATER  RECLAIM STORAGE TANK LEVEL ALARM before an  alarm is generated.  Seconds 0‐999 15  BACKWASH WATER  RECLAIM STORAGE  TANK SETTLING  TIME  Amount of time that is needed for the residual solids  in the reclaim tank to settle before the water can be  reclaimed  Minutes 0‐999.9 120  BACKWASH WATER  RECLAIM PUMP FAIL  TO START DELAY  Amount of time that allows for the Reclaim Pump to  Start before an alarm is generated  Seconds 2‐999 15  BACKWASH WATER  RECLAIM PUMP FAIL  TO STOP DELAY  Amount of time that allows for the Reclaim Pump to  Stop before an alarm is generated  Seconds 2‐999 15  3.5 Residual Solids Fluidization System Parameters Variable Description Units Range Default  RESIDUAL SOLIDS Amount of time that allows for the Pump to Start Seconds 2‐999 15 SAMPLE3.A.8.b Packet Pg. 340 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 18    Variable Description Units Range Default  FLUIDIZATION AND  TRANSFER PUMP  FAIL TO START  DELAY  before an alarm is generated  RESIDUAL SOLIDS  FLUIDIZATION AND  TRANSFER FLOW  RATE, HIGH LEVEL  Rate at which the flow is too high.  The backwash  water reclaim system will shutdown and an alarm will  be generated.  GPM 0‐300 200  RESIDUAL SOLIDS  FLUIDIZATION AND  TRANSFER FLOW  RATE, LOW LEVEL  Rate at which the flow is too low.  The backwash  water reclaim system will shutdown and an alarm will  be generated.  GPM 0‐350 75  RESIDUAL SOLIDS  FLUIDIZATION AND  TRANSFER FLOW  RATE, LOW LEVEL  DELAY  Amount of time allowed for the pump to start before  initiating a low flow alarm.  Seconds 0‐60 15  RESIDUAL SOLIDS  FLUIDIZATION AND  TRANSFER PUMP  FAIL TO STOP DELAY  Amount of time that allows for the Pump to Stop  before an alarm is generated  Seconds 2‐999 15  RESIDUAL SOLIDS  FLUIDIZATION  DURATION  Pump Runtime during a fluidization before the  residual solids are transferred.  Seconds 2‐999 15  NUMBER OF  BACKWASH CYCLES  BEFORE SOLIDS  TRANSFER  The number of Filter backwashes before the sludge  mixing pumps mix the reclaim tank  Number 1‐99 15  3.6 Filter Backwash Operating Parameters Variable Description Units Range Default  FILTER BACKWASH  DURATION  Amount of time that a backwash cycle runs Minutes 1‐999.9 4  BACKWASH WATER  SUPPLY FLOW RATE  SETPOINT  Setpoint flow rate for filter backwash GPM 0‐2000 1800    BACKWASH WATER  SUPPLY FLOW RATE  HIGH LEVEL  Flow during a backwash sequence that will generate a  high flow alarm.  GPM 0‐2000 2000    BACKWASH WATER  SUPPLY FLOW RATE  LOW LEVEL  Flow during a backwash sequence that will generate a  low flow alarm.  GPM 0‐2000 1500    BACKWASH WATER  SUPPLY FLOW RATE  Amount of time allowed to pass after the initiation of  a backwash to prevent low flow rate alarm as the  Seconds 0‐60 15 SAMPLE3.A.8.b Packet Pg. 341 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 19    Variable Description Units Range Default  FILTER BACKWASH  DURATION  Amount of time that a backwash cycle runs Minutes 1‐999.9 4  LOW LEVEL DELAY pumps ramp up.  3.7 Well Pump Operating Parameters Variable Description Units Range Default  WELL PUMP FLOW  RATE  Setpoint flow rate for the Well Pump GPM 0‐1500 850  WELL PUMP FLOW  RATE, HIGH LEVEL  High flow through the Well Pump that will shut down  the Filter and generate an alarm.  GPM 0‐1500 1000  WELL PUMP FLOW  RATE HIGH LEVEL  ALARM DELAY  Delay time of continuous WELL PUMP FLOW RATE  HIGH LEVEL before an alarm is generated  Seconds 0‐999 10  WELL PUMP FLOW  RATE, LOW LEVEL  Low flow through the Well Pump that will shut down  the Pump and generate an alarm.  GPM 0‐900 700  WELL PUMP FLOW  RATE LOW LEVEL  ALARM DELAY  Delay time of continuous WELL PUMP FLOW RATE  LOW LEVEL before an alarm is generated  Seconds 0‐999 15  WELL PUMP  OPERATING  PRESSURE  Setpoint operating pressure for the Well Pump psig 0‐200 125  WELL PUMP  PRESSURE, HIGH  High flow through the Well Pump that will shut down  the Filter and generate an alarm.  psig 0‐200 150  WELL PUMP  PRESSURE HIGH  ALARM DELAY  Delay time of continuous WELL PUMP PRESSURE  HIGH before an alarm is generated  Seconds 0‐999 10  WELL PUMP  PRESSURE, LOW  Low operating pressure from the Well Pump that will  shut down the Pump and generate an alarm.  psig 0‐200 75  WELL PUMP  PRESSURE LOW  ALARM DELAY  Delay time of continuous WELL PUMP PRESSURE LOW  before an alarm is generated  Seconds 0‐999 15  WELL PUMP BYPASS  FLOW RATE  Setpoint flow rate for the Well Pump bypass GPM 0‐1500 850  WELL PUMP BYPASS  DURATION  Time allotted for well water to be directed to the  bypass on initial startup prior to being feed to the  filter system  Minutes 0‐60 1  WELL PUMP BYPASS  FLOW RATE, HIGH  LEVEL  High flow through the Well Pump Bypass that will  shut down the Filter and generate an alarm.  GPM 0‐1500 1000  WELL PUMP BYPASS  FLOW RATE HIGH  LEVEL ALARM DELAY  Delay time of continuous WELL PUMP BYPASS FLOW  RATE HIGH LEVEL before an alarm is generated  Seconds 0‐999 10  WELL PUMP BYPASS  FLOW RATE, LOW  Low flow through the Well Pump bypass that will shut  down the Pump and generate an alarm.  GPM 0‐900 700 SAMPLE3.A.8.b Packet Pg. 342 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 20    Variable Description Units Range Default  LEVEL  WELL PUMP BYPASS  FLOW RATE LOW  LEVEL ALARM DELAY  Delay time of continuous WELL PUMP BYPASS FLOW  RATE LOW LEVEL before an alarm is generated  Seconds 0‐999 15  SAMPLE3.A.8.b Packet Pg. 343 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 21    4. System Alarms The PLC automatically monitors for alarm conditions in which the system needs maintenance or  attention before it may operate normally.  The following describes the alarms associated with the  system.  Although an effort to include all parameter has been made, not all settable parameters may be  shown.  Refer to the Pureflow Drawing No. P‐100 P & ID and / or the engineers project contract Drawing  Nos. I‐101, I‐102, I‐103, and I‐104 for additional equipment which may require alarms.   Filter High Differential Pressure Alarm (Operator Reset) – If a backwash occurs due to a high  head loss condition an alarm is generated.     Filter High Differential Pressure Auto‐Reset Timeout Alarm ‐ If the high differential pressure  condition reoccurs when the filter is put pack into service after the preset number of attempts,  an alarm is generated, the Filter is shut down and the alarm condition is shown on OIT.     Valve Failure (Operator Reset) – If a valve fails to open or close after its set delay time, an alarm  is generated, the associated system is shut down and the alarm condition is shown on OIT.     Filtered Water pH Low Level – If the Finished Water pH drops below a set level, an alarm  condition is shown on the OIT.     Filtered Water pH Low‐Low Level (Operator Reset) – If the filtered Water pH drops below a set  level, an alarm condition is shown on the OIT, the system is shut down.     Residual Free Chlorine Low Level – If the residual chlorine drops below a set level, an alarm  condition is shown on the OIT.     Residual Free Chlorine Low‐Low Level (Operator Reset) – If the residual chlorine drops below a  set level, an alarm condition is shown on the OIT, the system is shut down.     Residual Free Chlorine High Level – If the residual chlorine rises below a set level, an alarm  condition is shown on the OIT.     Residual Free Chlorine High‐High Level (Operator Reset) – If the residual chlorine rises below a  set level, an alarm condition is shown on the OIT, the system is shut down.     Backwash Water Reclaim Storage Tank Inhibit Backwashes Alarm – If the level of the Reclaim  Tank rises above the BACKWASHES INHIBIT SET POINT for a set delay time, an alarm condition is  shown on the OIT.    SAMPLE3.A.8.b Packet Pg. 344 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 22     Backwash Water Reclaim Pump Fail to Start (Operator Reset) – If the Reclaim Pump is called to  start and the PLC does not receive the run indication within a set time delay, an alarm is  generated on OIT.     Backwash Water Reclaim Pump Fail to Stop (Operator Reset) – If the Reclaim Pump is called to  stop and the PLC receives the run indication within a set time delay, an alarm is generated on  OIT.     Low Backwash Water Reclaim Flow Rate – If the Backwash Water Reclaim Flow rate falls below  a low level set point for its set delay time, an alarm is generated, the system is shut down.     High Backwash Water Reclaim Flow Rate – If the Backwash water reclaim flow rate rises above  a high level set point for its set delay time, an alarm is generated, the system is shut down.     Backwash Water Supply Pump Fail to Start (Operator Reset) – If the Backwash Pump is called to  start and the PLC does not receive the run indication within a set time delay, an alarm is  generated on OIT.     Low Filter Effluent Water Flow Rate – If the filter effluent water flow rate falls below a low level  set point for a set time delay, an alarm is generated and the system is shutdown.     High Filter Effluent Water Flow Rate – If the filter effluent water flow rate rised above a high  level set point for a set time delay, an alarm is generated and the system is shutdown.     Low Filter Purge Water Flow Rate – If the filter purge water flow rate falls below a low level set  point for a set time delay, an alarm is generated and the system is shutdown.     High Filter Purge Water Flow Rate – If the filter purge water flow rate rised above a high level  set point for a set time delay, an alarm is generated and the system is shutdown.     Low Backwash Water Supply Flow Rate – If the Backwash Flow falls below a low level set point  for its set delay time, an alarm is generated, the system is shut down.     High Backwash Water Supply Flow Rate – If the Backwash Flow rises above a high level set  point for its set delay time, an alarm is generated, the system is shut down.     Sodium Hypochlorite Chemical Storage Tank High‐High Level Alarm – If the level in the sodium  hypochlorite chemical storage tank rises above the high‐high level set point, an alarm condition  is generated on the OIT.   SAMPLE3.A.8.b Packet Pg. 345 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 23     Sodium Hypochlorite Chemical Storage Tank Low Level Alarm – If the level in the sodium  hypochlorite chemical storage tank falls below the low level set point, an alarm is generated  signifying the chemical will soon run out.     Sodium Hypochlorite Chemical Storage Tank Low‐Low Level Alarm – If the level in the sodium  hypochlorite chemical storage tank falls below the low‐low level set point, an alarm is generated  and if running, the filter system will shut down.      Call for Water Denied Alarm – If the level in the clear will is below the Call for Water Okay  setpoint, an alarm will generate on the OIT signifying insufficient free board in clear well to start  the filters.     Backwash Water Reclaim Storage Tank High‐High Alarm – If the level in the backwash water  reclaim storage tank rises above the high‐high level setpoint, an alarm is generated in the OIT  and the system is shut down.     Backwash Water Reclaim Storage Tank High Level Alarm – If the level in the backwash water  reclaim storage tank rises above the high level setpoint, an alarm is generated and if applicable  the current backwash is aborted.     Eyewash Alarm – If the eyewash is activated the switch shall generate an alarm.     Sodium Hypochlorite Pump Low Pressure Switch Alarm – If the pump low pressure switch is  triggered an alarm shall be generated.     Sodium Hypochlorite Pump High Pressure Switch Alarm – If the pump high pressure switch is  triggered an alarm shall be generated.     Ammonium Hydroxide Pump Low Pressure Switch Alarm – If the pump low pressure switch is  triggered an alarm shall be generated.     Ammonium Hydroxide Pump High Pressure Switch Alarm – If the pump high pressure switch is  triggered an alarm shall be generated.     Ammonium Hydroxide Storage Tank Low Level Switch Alarm – If the low‐level switch is  triggered an alarm shall be generated.     Sodium Hypochlorite Storage Tank Low Level Switch Alarm – If the low‐level switch is triggered  an alarm shall be generated.   SAMPLE3.A.8.b Packet Pg. 346 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 24     Residual Solids Pump Low Suction Pressure Switch Alarm – If the low pressure switch is  triggered an alarm shall be generated.     Residual Solids Pump High Discharge Pressure Switch Alarm – If the high pressure switch is  triggered an alarm shall be generated.     Backwash Water Reclaim Pump Low Suction Pressure Switch Alarm – If the low pressure  switch is triggered an alarm shall be generated.     Backwash Water Reclaim Pump High Discharge Pressure Switch Alarm – If the high pressure  switch is triggered an alarm shall be generated.     Backup Power Generator General Alarm – If the backup power generator issues a general  alarm, a system alarm shall be generated.     Building Intrusion Switch Alarm – If any of the building intrusion switches are triggered an  alarm shall be generated.     Well High Temperature Alarm – If the MCC issues the FCP a motor high temperature alarm, a  system alarm shall be generated.     Well VFD Fault Alarm – If the MCC issues the FCP a VFD Fault alarm, a system alarm shall be  generated.     Power Failure – If the ATS signals a power failure an alarm shall be generated.     Power Failure (Emergency) – If the ATS signals a power failure an alarm shall be generated.     Well Pump High Discharge Pressure Switch Alarm – If the high pressure switch is triggered an  alarm shall be generated.                  SAMPLE3.A.8.b Packet Pg. 347 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) 25    5. Operator Interface Terminal The Filtration Control Panel is equipped with an Operator Interface Terminal (OIT).  The OIT will consist  of a main screen that acts as a system overview and portal to all other screens.  There will be a specific  screen for monitoring / control of each subsystem (i.e. Well Pump, Filters, etc.) with popup windows for  setting set points and manual control.  There will also be an alarming summary for convenience.  All  screens will be in full color and will be simple to understand and operate.  The figure below is an  example OIT screen, actual screen shots will be provided for final review and approval prior to  integration.     SAMPLE3.A.8.b Packet Pg. 348 Attachment: RFP Response - California Environmental Controls (Equipping of Bath Well Potable Water Treatment Plant) City of San Jacinto Equipment Procurement for On-Site Iron, Manganese Treatment at City of San Jacinto Bath Well, bidding on 12/16/2022 2:00 PM (PST) Page 1 of 3 Printed 12/19/2022 PlanetBids, Inc. 3.A.8.c Packet Pg. 349 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) City of San Jacinto Equipment Procurement for On-Site Iron, Manganese Treatment at City of San Jacinto Bath Well, bidding on 12/16/2022 2:00 PM (PST) Page 2 of 3 Printed 12/19/2022 PlanetBids, Inc. 3.A.8.c Packet Pg. 350 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) City of San Jacinto Equipment Procurement for On-Site Iron, Manganese Treatment at City of San Jacinto Bath Well, bidding on 12/16/2022 2:00 PM (PST) Page 3 of 3 Printed 12/19/2022 PlanetBids, Inc. 3.A.8.c Packet Pg. 351 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com BATH WTP IRON AND MANGANESE TREATMENT PLAN PROPOSAL CITY OF SAN JACINTO, CA 3.A.8.c Packet Pg. 352 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com December 16, 2022 Civiltec Engineering Inc., 118 W. Lime Ave. Monrovia, CA 91016 Attention: Steven M. Walker Re: San Jacinto, CA Bath Well Potable WTP Two (2) 2-Cell New Vessels with Backwash Recovery Dear Mr. Walker: Layne Christensen Company (Layne) has received your request for an iron and manganese removal system with a 2,500-GPM flow requirement. We understand the background and scope of this project and are pleased to provide the following products and services with this proposal for your review and consideration. Our intent is to meet all design, function, and performance criteria discussed during my site visit, with exceptions noted in scope of supply exclusions. Thank you for the opportunity to provide with this proposal and feel free to call me personally, with any questions you may have. Regards, Jeffrey McCartney Interim Area Manager Direct: 602-345-8536 | Cell: 602-501-3026 Email: jeffrey.mccartney@gcinc.com 3.A.8.c Packet Pg. 353 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com I. GENERAL TECHNICAL INFORMATION Experience Layne Christensen has been providing LayneOx™ catalytic media systems since the mid-2000’s. During the last 20 years Layne’s catalytic media system s have successfully removed Iron and Manganese from groundwater sources effectively and efficiently. The LayneOx™ catalytic filtration system is one solution in a line of pre-engineered, treatment units designed to handle a variety of applications, from groundwater and surface water treatment to process water and drinking water supplies and can be designed to treat a wide range of water quality concerns, including iron, manganese, arsenic, and hydrogen sulfide. Each Layne system is designed for long life and maximum flexibility, including the latest technology, while meeting all applicable AWWA, regional, state, local, and industrial standards. The LayneOx™ catalytic filtration system can be single-cell or multiple-cell vessels, with either a vertical or horizontal vessel orientation, pursuant to the application. A standard LayneOx™ system comes skid-mounted, factory-assembled, piped, wired, painted, and tested as a two or three vertical vessel pre-engineered skid. Conventional removal of iron, manganese, and hydrogen sulfide has typically been accomplished by oxidation followed by filtration through a sand/anthracite media or by a combination of media, some of which can accelerate the oxidation of the contaminants. LayneOx™ catalytic filtration systems are designed for high efficiency removal of iron, manganese, and other contaminants, such as hydrogen sulfide, that favor the use of catalytic manganese dioxide based media. LayneOx enhances the kinetics of the removal process by serving as a catalyst in the presence of a pre-oxidant such as chlorine to effect contaminant reductions to well below the secondary MCL utilizing surface adsorption/oxidation as the primary removal mechanism. LayneOx™ catalytic filtration systems operate at loading rates from 6-12 GPM per square foot and a backwash rate of approximately 25 GPM per square foot. Backwashing can occur based on pressure drop, throughput, or preset time. The backwash rate, frequency, and effectiveness can be enhanced by the addition of air scour or combined air/water wash systems. Standard filtration systems are furnished with automatic backwash controls for completely unassisted backwash cycles. All Layne Water Treatment equipment, including the LayneOx™ catalytic filtration system, is designed employing the most cost-effective materials, considering both capital and maintenance costs. 3.A.8.c Packet Pg. 354 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com Western Installation References There are three LayneOx™ systems in operation that were installed over the past 5 years in California. These include the City of McFarland Grazioli Well, Hillview Water Company in Oakhurst CA and Hillview Water Company in Raymond CA. The technology of an adsorptive microporous resin bead in each system is similarity applied. • City of McFarland CA – 2016 Kristopher Wilcox: 661-331-7565 1,800 gpm Arsenic treatment • Hillview Water Company Oakhurst CA – 2018 James Foster: 559-760-5832 1,200 gpm Arsenic, Iron and Manganese. • Hillview Water Company Raymond CA – 2018 James Foster: 559-760-5832 150 gpm Arsenic, Iron and Manganese. Layne has also designed and constructed large-scale Iron Manganese treatment systems in the mid-west, one system in City of Troy IL (2018) operating at 3,000 gpm and one in Ramsey IN (2019) that is treating 2,400 gpm. Layne has over 100 installations across the United States in operation today. Processes/Efficiencies Understanding the full life-cycle costs of each treatment option is imperative for responsible investment. Layne understands the design, construction, and operation costs of infrastructure and provides informed analysis of the costs and benefits of different solutions through pilot testing services. Service Centers Redlands CA is the main service center for the pre-engineered systems sold in the west. Mesa AZ also provides labor and trouble-shooting services. Please contact our Mesa office at 866-345- 8600 with any questions. 3.A.8.c Packet Pg. 355 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com 3.A.8.c Packet Pg. 356 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com 3.A.8.c Packet Pg. 357 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com 3.A.8.c Packet Pg. 358 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com Arizona Water Company: Cottonwood Arizona; Installing three 10 ft diameter by 36 ft long OTH; two cell filters; 5,800-gpm; Iron and Arsenic removal 3.A.8.c Packet Pg. 359 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com Sonoran Vista Site: Buckeye, Arizona; Two (2) 10 ft diameter by 28 ft OTH; two cell filters; Iron, Manganese and Arsenic; 3,500-gpm system with backwash recovery 3.A.8.c Packet Pg. 360 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com Sonoran Vista Site: Buckeye, Arizona; Two (2) 10 ft diameter by 28 ft OTH; two cell filters; Iron, Manganese and Arsenic; 3,500-gpm system with backwash recovery 3.A.8.c Packet Pg. 361 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com II. DESIGN SUMMARY: The proposed system shall be designed to manage water flows up to a maximum 2,500 GPM, at water temperatures between 50˚F and 90˚F, and between 30 PSIG to 130 PSIG of working pressure. The two (2) horizontal vessel system will operate and supply product water continuously until media is ready for backwash. During backwash, the system will draw product water from an owner supplied storage tank to backwash and rinse. While backwashing, the system will not produce product water until the end of the backwash cycle. The backwash system is to be supplied by others. Layne can, upon request, in a separate proposal, supply the backwash system at an additional cost. The customer, West Point, will be required to provide all utilities listed below, including termination for all power wiring, instrument and control wiring, as required. RAW WATER (INFLUENT) Flow Rate (max.) 2,500-gpm Total Maximum Daily Flow (24 hrs.) 3.6 MGD Plant Operating Factor (Design) 100% Plant operating Factor (Actual) To be verified Feed Pressure to inlet of system 25-psig minimum 125-psig maximum Back Pressure (distribution system) To Storage Tank Temperature Groundwater Ambient, 50-90°F KEY RAW WATER QUALITY PARAMETERS (INFLUENT) Manganese 0.260-mg/L Iron 0.220-mg/L TOC (organics) <1.0 mg/l TREATMENT OBJECTIVE Iron in effluent <0.10 mg/L continuous Manganese in effluent <0.02-mg/L Run length target >24 hours 3.A.8.c Packet Pg. 362 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com III. PROPOSED SYSTEM Proposed LayneOx System Parameter LayneOx Service Flow Rate, GPM 2,500 Filter Surface Area/cell, ft.2 83.25 Design Surface Loading Rate, GPM/ft.2 7.5 Backwash Rate Max per vessel, GPM @ 90 F 2,050 Backwash Max Loading Rate/vessel, GPM/ft.2 25 Total Backwash Volume, gallons 41,000 Number Horizontal of Vessels Two (2) Number of Cells/vessel 2 Vessel Diameter, feet 10 Vessel Over the Heads length, feet 22 Vessel Pressure Rating (PSIG) 130 Maximum clean filter pressure drop 2-psid Maximum dirty filter pressure drop 10-psid Total Media, ft.3 (gavel underbed separate) 1,000 Total Media Weight, lbs. 120,000 IV. ELECTRICAL REQUIREMENTS Location Equipment Power Requirement No. of Units Control Panel Control Panel 120 V, 1 ph, 60 Hz (40 Amp) 1 Local Pumps 480 V, 3 ph, 60 Hz (as required) 5 3.A.8.c Packet Pg. 363 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com V. SCOPE OF SUPPLY The Water Technologies Group within the Water Resources Division of Layne is pleased to furnish a LayneOx™ catalytic filtration system with the following items and/or services included in our scope of work: LayneOx™ Filtration System 1. Two (2) horizontal, 2-cell pressure filters, 120” diameter x 226” over the heads length, carbon steel construction, designed to a maximum allowable working pressure of 130 PSIG, ASME Code section VIII, Div.1, stamped and National Board registered. Vessel interior and exterior shall be factory prepared and coated per Layne Standard specifications. Vessel internals (inlet/outlet/air scour) shall be per Layne standard specifications. 2. 250 cubic feet of LayneOx™ media in each cell; factory supplied and shipped separately for field installation by others. 3. Gravel underbed support; factory supplied and shipped in 100 lb. bags for field installation by others. 4. Face piping; AWWA/ANSI class cement lined ductile iron. All off-skid interconnecting piping will be provided by others. 5. All hardware and gaskets for Layne supplied piping only. 6. One (1) 8” magnetic flow meter, per Layne standard specifications, shipped loose for installation each vessel’s common inlet header pipe. 7. One (1) 10” magnetic flow meter, per Layne standard specifications, shipped loose for installation into the common backwash supply header for all vessels by others. 8. Filter on/off operating valves; lug style butterfly valves with electric actuators, per Layne specifications, except as noted: Quantity Size Location Description Four (4) 8” Filter Cell Inlet Electric Two (2) 12” Common Filter Outlet Electric Two (2) 12” Common Backwash Supply Electric Four (4) 12” Backwash to Waste Electric Two (2) 8” Common Rinse to Waste Electric One (1) 12” Backwash Flow Control Electric (modulating) 9. Filter valves 2” and smaller shall be two (2) piece ball valves with manual lever actuators, per Layne standard specifications. 10. Two (2) filter pressure gauges (inlet & outlet), with sample valves, per vessel. 3.A.8.c Packet Pg. 364 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com 11. One (1) air release valve, with manual isolation ball valve, per vessel cell. 12. One (1) differential pressure transmitter across the system. 13. One (1) backwash supply pump skid system complete with the following components, skid mounted with valves and components wired to a local junction box, except where noted: • Two (2) BW supply pumps w/ VFD (1 Duty, 1 Standby) o capacity: 2,050 GPM @ 90 ft. TDH • One (1) Electric operated butterfly valve at each pump discharge • One (1) Manual isolation butterfly valve for each pump suction • One (1) Check valve for each pump discharge • One (1) Manual isolation butterfly valve for each pump discharge 14. One (1) Reclaim water storage tank, capacity: 115,000 gallons 35’-5” D x 24’-1 ½” H field erected bolt-together with fusion bonded Baked-On Powder Epoxy 5 to 7 mils Min. NSF 61 Approved interior coating with Fusion Bonded Baked-ON Powder Polyester 5 mils Min DFT Exterior coating, ladder and tank attachments. Concrete ring-wall foundation to be provided by others. 15. One (1) Backwash recycle pump skid system complete with the following components, skid mounted with valves and components wired to a local junction box, except where noted: • Two (2) Backwash reclaim pumps w/ motor/motor starter (1 Duty, 1 Standby) o capacity: 250 GPM @ 100 PSIG • One (1) Pressure gauge at each pump discharge • One (1) Manual isolation butterfly valve for each pump suction • One (1) Check valve for each pump discharge • One (1) Manual isolation butterfly valve for each pump discharge • One (1) Magnetic flow meter, 4 inch, on common discharge • One (1) Electric operated butterfly valve at each pump discharge • One (1) Lot Schedule 80 PVC piping • One (1) Floating suction assembly * • One (1) Level transducer * *Shipped loose 16. One (1) sludge transfer pump skid system complete with the following components, skid mounted with valves and components wired to a local junction box, except where noted: • One (1) Sludge removal pump w/ motor/motor starter o capacity: 50 GPM @ 50 ft. TDH • One (1) Electric operated butterfly valve at pump discharge • One (1) Manual isolation butterfly valve for sludge pump suction • One (1) Check valve for sludge pump discharge • One (1) Manual isolation butterfly valve for sludge pump discharge 17. One (1) Sodium Hypochlorite feed system complete with the following components. System shipped loose as a skidded assembly for field installation by others: • Two (2) chemical feed pump, capacity: 5.0 GPH @ 140 PSIG • One (1) 100 ml PVC calibration column 3.A.8.c Packet Pg. 365 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com • One (1) 250-gallon double wall day tank • One (1) 3,000-gallon double wall bulk tank Process Controls 18. One (1) Main Control Panel (MCP) in a NEMA 4 enclosure. MCP shall consist of an Allen- Bradley CompactLogix PLC and an Automation Direct C-More 10” Color Touch Screen HMI to control all operation sequencing of the system and shall also communicate filter status to the remote plant SCADA system. MCP shall be factory manufactured, programmed, and shipped loose for installation by others. Engineering Services, Start-Up, and Installation 19. One (1) lot engineering services including shop drawings and equipment data sheets submittal package and O&M manuals. Please note that all submittal documents and O&M manuals will be furnished in electronic format as Adobe (pdf) files on CDs and via electronic communication. Paper volumes of submittal and/or O&M manuals shall be made available, upon request, at an additional cost. 20. Two (2) trips, up to eight (8) total 8-hour days, of field technical service for supervision of media installation, start-up, and operator training. 21. No installation is provided under this scope. All Layne supplied equipment terminates at Vessel boundaries. All items will be shipped loose and all mechanical and electrical installation, shall be by others. 3.A.8.c Packet Pg. 366 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com VI. PRICE The sale price of the LayneOx™ catalytic filtration system, with all appurtenances listed in the above scope of supply, is outlined on the bid proposal documents and does not include items listed as exclusions below. Our payment terms are as follows: - 10% with purchase order to secure material pricing; - 15% upon delivery of submittal package; - 35% for material stored at Layne; - 35% upon delivery of equipment; - 5% upon equipment start-up. Please refer to our two (2) page Standard Terms and Conditions of Sale attached, which are a part of this proposal. This proposal and the attached Standard Terms and Conditions of Sale cannot be modified in any way except by the express written permission of Layne. Price quoted is FOB Factory, with freight allowed to jobsite, and will remain valid for 30 days from quotation date. Our standard delivery terms for the equipment are: - Submittal package - up to 4 weeks after receipt of accepted and fully executed order; - Shipment - 18 to 22 weeks after receipt of notice to proceed with fabrication. All delivery estimates are approximate. Layne will work with you to meet your specific delivery requirements. All deliveries, including estimated time of arrival of equipment on site, are approximate and cannot be guaranteed. Freight carriers are not under Layne’s control and are subject to unpredictable delays. Layne will not accept any back charges due to shipments arriving at times other than the estimated time. This includes, but is not limited to, consequential damages, costs of delay, standby charge for equipment or personnel, etc. 3.A.8.c Packet Pg. 367 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com VII. ADDITIONAL TECHNICAL FIELD SERVICES Technical field services, not included in the above scope of supply, shall be made available, based on technician availability and schedule, as follows: • Per Diem rate of $1,200 for standard 8-hour work or travel days, excluding weekends or holidays. • Travel and living expenses are billed at cost plus ten percent. • Overtime in excess of 8 hours per day is billed at 1.5 times the hourly rate. • Saturday work is billed at 1.5 times the standard daily rate. • Sundays and holidays are billed at 2 times the standard daily rate. VIII. EXCLUSIONS The following items and/or services are not included in Layne Water Technologies’ scope of work: • media or gravel loading of any kind; • field services of any kind, except as noted above; • air compressor or air supply of any kind; • P.E. services of any kind, except as noted above; • unloading or installation of items delivered to the jobsite; • design, supply, or installation of anchor bolts, except as noted above; • electrical wiring or conduit of any kind, except as noted above; • piping or pipe fittings, hardware and gaskets, except as detailed above; • off-skid pipe supports of any kind; • field painting of any kind; • disinfection chemicals and disinfection labor; • pumps or pump equipment of any kind, except as detailed above; • electrical controls or instrumentation, except as noted above; • permits of any kind; • heat tracing or insulation of any kind; • motor starters and motor control centers, except as noted above; • bonding of any kind; • taxes of any kind; • any items or services not listed above as part of this proposal. IX. CLARIFICATIONS AND EXCEPTIONS 1) All items will be shipped loose or shipped separately, except items noted as skid-mounted. Skid-mounted items will ship as a single unit. 2) All inter-connecting piping outside of the provided system(s), both design and materials will be provided by others. 3) All valves and instruments, where supplied, will be furnished with manufacturer’s standard coating. 4) Sludge generated from system typically is <5% solids and is accepted to be disposed down the sanitary sewer connection. Total sludge generated is <10% of the total backwash waste generated. 3.A.8.c Packet Pg. 368 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com 5) Layne’s two-week pilot is shown as 12 consecutive performance days, two full business weeks and one weekend. We are confident that we will collect more than sufficient data for final system design and regulatory approvals. 6) Reclaim/recycle tank is shown with typical dimensions for the size. Accommodations can be made to site specific height requirements as necessary. 7) Upon selection Layne can and will provide 3D drawings for provided equipment’s final design for easy integration into final plant design and layout. 3.A.8.c Packet Pg. 369 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-13 2.10 BID FORM ITEM NO.DESCRIPTION PILOT TESTING AT BATH WTP Provide draft and final pilot treatment design plans. Perform site visits to confirm pilot system integration requirements Provide and install panel/skid mounted pilot test equipment, including: · Chemical(s) and chemical(s) storage · Dosing pump(s) · Filter vessel(s) · Rotameters w/transmitter · Motorized ball valves · Pressure sensors/transmitters and analog gauges · Pilot control panel/plc/data logger · Control panel/system to perform automated control of filter and backwash cycles and dosing pumps Perform pilot test for 14 days, provide continuous support Provide laboratory analysis of influent and effluent grab samples or continuous online analyzer(s) for target constituents Develop draft and final pilot test report Update estimated O&M costs of a full-scale treatment system from RFP Firm Total Price for complete and functional pilot testing program package $_____________________ and written $________________________________________________________ ITEM #1 PROPOSAL BID FORM 3.A.8.c Packet Pg. 370 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-14 Proposal Bid Form – Continued TREATMENT SYSTEM (2,500 GPM CAPACITY) Minimum of two (2) horizontal or vertical pressure filter vessels operating in parallel with media and including: · Design phase draft and final submittals, drawings and specification revisions, and final design drawings and specifications · Fabrication, shop testing, and delivery to San Jacinto California of treatment system · Pretreatment reaction vessel(s), if applicable · Backwash pumping and controls (1 duty pump, 1 standby pump) · Air scour system, if applicable (1 duty blower, 1 standby blower) · Chemical(s) metering pumps (1 duty pump, 1 standby pump) · Chemical(s) dual wall containment tanks and day tank (30 day chemical supply) · Treatment system control panel/system with status outputs to existing site PLC control system · Assist the installation contractor, installation inspection, startup/testing, warranty · Provide startup and testing services from pumping and air scour equipment suppliers · Provide startup and training to Owner's staff · Provide operations and maintenance manual for treatment system Firm Total Price for complete and functional system equipment package $_____________________ and written $____________________________________________________ ITEM #2 3.A.8.c Packet Pg. 371 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) EQUIPMENT PROCUREMENT CITY OF SAN JACINTO BATH WELL POTABLE WTP SECTION 2-15 Proposal Bid Form – Continued 3.A.8.c Packet Pg. 372 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com Pilot Protocol: 3.A.8.c Packet Pg. 373 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Pilot Study Protocol City of San Jacinto San Jacinto, CA LayneOx™ Fe & Mn Removal Process 3.A.8.c Packet Pg. 374 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.co m Table of Contents San Jacinto, CA Pilot Test Protocol for Fe & Mn Removal ..................................... 3 Introduction ....................................................................................................... 3 Details & Clarifications ...................................................................................... 3 Process Description ................................................................................................ 5 In-Service Testing ................................................................................................ 5 Backwashing ....................................................................................................... 5 Chemical Injection ............................................................................................... 6 Backwash Procedure ................................................................................................ 6 Explanation ......................................................................................................... 6 Procedure ............................................................................................................ 7 Daily Protocol ......................................................................................................... 7 Analytical Procedures .............................................................................................. 9 Price, Delivery and Timing ..................................................................................... 10 Contact Information ............................................................................................... 10 Appendix 1. Chemical Dosing Calculations.............................................................. 11 Appendix 2. Water Quality ..................................................................................... 12 Appendix 3. Sample Schedule and Labeling ............................................................. 13 Appendix 4: Pilot Test Requirements for San Jacinto. ............................................... 15 Appendix 5: Pilot Test Requirements for Layne ........................................................ 16 3.A.8.c Packet Pg. 375 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.co m December 15, 2021 San Jacinto, CA Pilot Test Protocol for Fe & Mn Removal Introduction The blending tank is representative of the primary water sources for San Jacinto, CA. It is proposed that a pi lot test will be conducted to verify the efficiency of LayneOxTM media to remove iron and manganese levels below the MCL. Objectives of the pilot test will include: verifying removal rates at proposed liquid loading rates, determining successful run times, backwash rates, backwash durations, and chemical injection feed rates. The results of the pilot test will allow Layne and the City of San Jacinto to verify the full-scale system design. All tests will be conducted with a certified technician on site and key parameters will be monitored and logged (to be outlined in detail in this protocol). Samples will be collected hourly for field analysis and a few times per day for analysis by an independent laboratory. The independent laboratory selection will be the responsibility of San Jacinto, CA. Once all results have been compiled, Layne will write a detailed test report for review. Details & Clarifications The certified field technician will connect a hose / flexible-type tubing and direct water from the aerator clear well through the pilot unit. Treated water will be routed, through Layne supplied hose and onto the ground or to a suitable location. It is anticipated that the produced backwash waste will also be routed to the same discharge location or to a sewer discharge point (not more than 100 feet away) and that no NPDES permit is required. Should conditions change and a NPDES permit become required, San Jacinto, CA shall cover the costs associated with attaining said permit. Layne recommends feeding our pilot unit with a slip stream taken from the clear well that is fed from the aerator to provide a more representative water quality during the duration of the test. Layne has provided the below pilot protocol and associated cost based on Similar Pilot Studies performed in California. The City of San Jacinto, CA will be liable for any additional costs associated with adjustments made to this protocol, agreed to by Layne and San Jacinto, CA, in an effort to provide more accurate equipment verification. 3.A.8.c Packet Pg. 376 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.co m Typically, Layne pilot units consists of the following equipment at a minimum: • 10’ x 8’ trailer • 120 volt electrical power connection • Pressure regulator • Pressure relief valve • Flow indicator • Chemical tanks and feed pumps (2 operating, 1 standby) • Static Mixer • Four (4) 60” tall by 6” diameter clear PVC testing column • 36” deep bed of 20x40 mesh LayneOx™ media • Discharge hose to open drain • Valves • Backwash effluent holding/settling tank 3.A.8.c Packet Pg. 377 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.co m Process Description In-Service Testing Water is obtained via a ¾” hose connection located on a service tap connected directly to the aerator clear well provides the feed water to the pilot unit. Raw water flows directly to the Layne pilot test trailer where chemicals are added, and the water is treated. Filtered water is discharged into a suitable discharge location onsite. Backwash water is collected and saved for off-site disposal if an onsite discharge location does not exist. The feed water is supplied directly to the Layne test trailer via a flexible garden-type hose. A rotameter and needle valve are used to meter and control the flow, respectively. A pressure relief valve is installed to prevent damage to the system. Three chemical injection ports located immediately upstream of a static mixer permits the chemical injection pumps to provide metered amounts of chemicals. After passing through the static mixer, the chemicals are considered well-mixed with the feed water. PVC piping carries the water to a 60” high vertical column, filled with a 36” bed depth of LayneOxTM media. The water flows in through the top of the column, downward through the media bed and out through the bottom. The effluent water passes through a vacuum breaker (anti-siphoning) barometric loop and out of the trailer via a hose to the si te’s adjacent drainage sump. The effluent piping contains a sample valve through which effluent samples are taken. Backwashing Backwashing is accomplished by using a series of manual valves, sending the process flow in reverse through the filter columns. In this case, raw water still enters the trailer at the same point, passes through the regulator and flow meter, but is diverted before the chemical injection ports and static mixer. It is then directed into piping that connects to the filter bottom connection, where it flows upward through the bed and out the top of the filter columns. It is critical to ensure that the proper backwash flow rate is maintained to insure proper fluidization of the LayneOxTM media bed. The backwash flow rate is regulated by a modulating valve on the backwash waste discharge piping on the top of the filter column. The backwash waste water passes through the dedicated modulating valve where it is connected to a small holding tank by flexible hose / tubing. 3.A.8.c Packet Pg. 378 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.co m Typical Process flow diagram of the Layne pilot system. For runs where pH is adjusted, treated water is collected and saved to use as backwash water to prevent a pH change in the media bed upon backwashing. LayneOxTM is typically backwashed at a liquid loading rate of approximately 20 to 25-gpm/ft2 for 5 minutes. Chemical Injection Chemical injection is accomplished by utilizing LMI diaphragm pumps capable of delivering 1- 30 mL/min of metered flow. A small holding tank is located above each pump reservoir for prepared diluted solution. A graduated cylinder-type calibration column is located at the pump inlet, along with diverter valve, so that the cylinder can be used to calibrate the metering pump. The cylinder is first filled with solution, and then valves switched such that the pum p draws only from the cylinder. Flow rate is calibrated by measuring the volume of solution that passes through the cylinder in one minute. Due to small nature of the pilot process stream, the chemical solutions will be diluted to the operating range of the chemical injection pumps. Dosing with “neat” chemical would require very small flow rates that would be nearly impossible to measure or control. Backwash Procedure Explanation As with any filtration media, LayneOxTM media requires backwashing after a certain period of time. The purpose of a backwash is to remove the collected iron, manganese and arsenic (if present) particulate waste from the media bed, preparing it for another cycle. The backwash water that is generated during this procedure contains coagulated particles that, when in still water, tend to settle at the bottom of the storage container. Layne utilizes this settling LayneOx Iron Filter 3.A.8.c Packet Pg. 379 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.co m behavior by sending a large portion of backwash water back into our filtration process at a low flow rate (less than 10% of the raw water flow), significantly reducing the amount of waste produced by a backwash cycle. This process is called the decant cycle. Procedure Run the pilot in service until one of the following parameters has been met; effluent Fe and Mn are above the secondary MCL or system differential pressure is greater than 10-psid. The pilot unit will then be shut down and backwashed, sending the raw water through the bottom of the media column, through the LayneOxTM, and out to the backwash tank. LayneOxTM requires a backwash flux of up to 25-gpm/ft2 (temperature dependent). This flux is considered optimal for an effective media backwash and is temperature dependent. This flux should lift the media 35- 40% above its settled bed depth of 36” to allow the accumulated particulate sufficient space to flow out of the bed. Upward flow will continue for a period of 5 minutes. In a full-size Layne treatment plant, the system would take one vessel (or one cell if a multi- celled vessel) off-line at a time to backwash. Raw water is treated in the other vessels, and then sent in reverse flow through the backwashed vessel. This process would continue sequentially through all pressure vessels until all vessels are backwashed, and then the system would resume normal operation. Daily Protocol Day 1: Set-up the pilot system to simulate all parameters to be tested at a loading rates of 4.0-gpm/ft.2, 6.0-gpm/ft.2, 7.5-gpm/ft.2 and 9.0-gpm/ft.2 respectively. The first day will be spent mostly connecting the system to the source water and getting set up. Consult the appendices for target chemical concentrations, effluent residuals and sample collection requirements. The following performance tests will be started on the first day at the blending tank or other location TBD: • Sodium Hypochlorite o Establish the sodium hypochlorite dose required to yield the desired effluent residual. • Ferric Chloride o Not required for this site. • Sulfuric Acid o Not required for this site. Day 2 - 3: Demonstrate the LayneOx media’s ability to produce quality water at the design loading rate and above. Tests will be run at a base loading rate, the design loading rate, 20% above design, and 33% above design. Rate 1: 4.0-gpm/ft.2; Rate 2: 6.0-gpm/ft.2; Rate 3: 7.5-gpm/ft.2; Rate 4: 9.0 - gpm/ft.2; The following procedure will be carried out for each rate: • Open the influent valve until the desired flow rate has been achieved. 3.A.8.c Packet Pg. 380 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.co m • Begin running the pilot at the designated loading rate. • Check the efficiency, filter run length and removal of iron and manganese. o Field tests shall be verified by lab analyses. o If the efficiency, filter run and iron/manganese removal is consistent with t he parameters outlined above a filter cycle, move on to the next loading rate and begin from bullet point one again. o If the efficiency, filter run or contaminant removal is changing, makes notes of the change. • A filter run is considered to be successful if the run length prior to contaminant breakthrough or terminal DP is greater than 24 hours for at least two (2) consecutive filter runs Day 4 - 12: Verify the LayneOx media’s ability to produce quality water at the design loading rate and above at the blending tank or other location TBD. Tests will be run at a base loading rate, the design loading rate, 20% above design, and 33% above design. Rate 1: 4.0-gpm/ft.2; Rate 2: 6.0-gpm/ft.2; Rate 3: 7.5-gpm/ft.2; Rate 4: 9.0-gpm/ft.2; The following procedure will be carried out for each rate: • Open the influent valve until the desired flow rate has been achieved. • Begin running the pilot at the designated loading rate. • Check the efficiency, filter run length and removal of iron and manganese. o Field tests shall be verified by lab analyses. o If the efficiency, filter run and iron/manganese removal is consistent with the parameters outlined above a filter cycle, move on to the next loading rate and begin from bullet point one again. o If the efficiency, filter run or contaminant removal is changing, makes notes of the change. • A filter run is successful if the run length prior to contaminant breakthrough or terminal DP is greater than 24 hours for at least two (2) consecutive filter runs 3.A.8.c Packet Pg. 381 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.co m Analytical Procedures The Hach DR/890 Colorimeter will be used for iron, manganese, and chlorine field tests. Reagents are added to the sample, and the color change experienced indicates the amount of reactant in the sample. The instrument analyzes the color of the sample and returns a value in mg/L. Hach DR/890 Colorimeter Reagents/Test methods used: • Chlorine, Free (0 to 2.00 mg/L), DPD Method – Hach Method 8021 (USEPA Method 330.5) • Turbidity, (0-1000 FAU),Hach method 8237 • Chlorine, Total (0 to 2.00 mg/L), DPD Method – Hach Method 8167 (USEPA Method 330.5) • pH (6.5 to 8.5 pH), Hach handheld probe – calibrated with 7.0 pH buffer • Iron, Total (0.02 to 3.0 mg/L), USEPA FerroVer Method (Method 8008) • Manganese, (0.006 to 0.7 mg/L), 1-(2-Pyridylazo)-2-Naphthol PAN Method (Method 8149) 3.A.8.c Packet Pg. 382 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.co m Price, Delivery and Timing Mobilization of the pilot is typically approximately 2-3 weeks after proposal approval; however actual pilot schedule will depend on workload and availability of the pilot at the time of receipt of order. Price for 12 days of piloting is $25,685. Pricing does not include taxes of any kind. City Representative (Printed): Title: Signature: Date: Purchase Order Number: Contact Information The pilot test operation is conducted by certified technicians who are supported by the Water Technologies, Water Resources Division. Commercial 1811 South Alma School Rd. Suite 260 Mesa, AZ 85210 Phone: (602) 345-8600 Jeffrey McCartney, Interim Area Manager Jeffrey.McCartney@gcinc.com Please do not hesitate to contact us for any questions. Thank you for the opportunity to provide our water treatment products and services. Regards, Jeffrey McCartney Project Engineer 3.A.8.c Packet Pg. 383 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.co m Appendix 1. Chemical Dosing Calculations Sodium Hypochlorite (NaOCl) Targeting a free chlorine residual of 0.75-ppm, an initial start injection of 2.5 ppm sodium hypochlorite 3.A.8.c Packet Pg. 384 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.co m Appendix 2. Water Quality The following numbers are a summary of the general water quality that will be tested during the LayneOx pilot. Values from Water analysis in the RFQ. Source Water Quality Contaminant Bath Well Total Dissolved Solids (TDS), mg/L Feed Water pH 7.2 Feed Water Temperature, ˚F 70* Iron, mg/L 0.22 Manganese, mg/L 0.260 Total Suspended Solids (TSS), mg/L <5.0 TOC, mg/L <0.5 Alkalinity, mg/L as CaCO3 205.7 3.A.8.c Packet Pg. 385 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Appendix 3. Sample Schedule and Labeling Well: Bath Well - San Jacinto, CA Description Location Date Time T='n' Feed Flow (gpm) NaOCl Flow (mL/min) Ferric Flow (mL/min) H2SO4 Flow (mL/min) Temp (°F) pH Inlet Pressure (psig) Outlet Pressure (psig) D.P. Free Cl2 (mg/L) Total Cl2 (mg/L) As (ug/L) Caustic Flow (mL/min) Comments RAW Run Backwash for 5 minutes at the end of the day or when breakthr ough is reached (See backwash testing procedure). Backwash Rate gpm @ *C Bed Expansion inches Start Time End Time Backwash Rate gpm @ *C Bed Expansion inches Start Time End Time 3.A.8.c Packet Pg. 386 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Backwash Testing Well: San Jacinto, CA Date: Description Location Time of Day T='n' Temp °C pH Iron Level (mg/L) (mg/L) Note: Dilution Factor 3.A.8.c Packet Pg. 387 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Appendix 4: Pilot Test Requirements for San Jacinto. Requirements for Pilot Test Item Requirement 1 ¾” hose connection at the well head. Preferably before chlorine is injected. 2 Space to park an 8’ x 10’ trailer. 3 Site security and a locked gate. 4 On site treated water discharge point. 5 12-hour minimum run time but 24 if possible. 6 Certified Lab Selection. (Accurate Environmental Laboratories) Cost of certified lab analysis. 7 NPDES permit and associated costs should this become required. 3.A.8.c Packet Pg. 388 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.co m Appendix 5: Pilot Test Requirements for Layne Requirements for Pilot Test Item Requirement 1 Provide Shipping and unloading of the pilot study equipment to the test site. 2 Plumbing connects to the pilot unit along with necessary feed pumps. 3 Provide onsite technician to set-up, run the pilot, take field samples and collect certified lab samples. 4 Provide hypochlorite chemical and feed pumps for pilot. 5 Provide tubing necessary to discharge effluent and backwash waste into discharge area/point (50’ or less). 3.A.8.c Packet Pg. 389 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.co m Appendix 6: Lab sample analysis summary Sample Date Sample Description Sample Name Fe* mg/L Mn** µg/L Alkalinity, TDS, Tot. Hardness, TOC, Ca++ Asⱡ Day 1 Raw Water, Day 1 Raw x x x x Day 1** Column 1 Effluent Column 1 Day 1** Column 2 Effluent Column 2 Day 1** Column 3 Effluent Column 3 Day 1** Column 4 Effluent Column 4 Day 2 Raw Water, Day 1 Raw Day 2 Column 1 Effluent Column 1 x x Day 2 Column 2 Effluent Column 2 x x Day 2 Column 3 Effluent Column 3 x x Day 2 Column 4 Effluent Column 4 x x Day 2 Column 1 Effluent Column 1 x x Day 2 Column 2 Effluent Column 2 x x Day 2 Column 3 Effluent Column 3 x x Day 2 Column 4 Effluent Column 4 x x Day 3 Raw Water, Day 1 Raw x x x x Day 3 Column 1 Effluent Column 1 x x Day 3 Column 2 Effluent Column 2 x x Day 3 Column 3 Effluent Column 3 x x Day 3 Column 4 Effluent Column 4 x x Day 3 Column 1 Effluent Column 1 x x Day 3 Column 2 Effluent Column 2 x x Day 3 Column 3 Effluent Column 3 x x Day 3 Column 4 Effluent Column 4 x x Day 4 Raw Water, Day 1 Raw Day 4** Column 1 Effluent Column 1 Day 4** Column 2 Effluent Column 2 Day 4** Column 3 Effluent Column 3 Day 4** Column 4 Effluent Column 4 Day 5 Raw Water, Day 1 Raw x x x Day 5 Column 1 Effluent Column 1 x x Day 5 Column 2 Effluent Column 2 x x Day 5 Column 3 Effluent Column 3 x x Day 5 Column 4 Effluent Column 4 x x Day 5 Column 1 Effluent Column 1 x x Day 5 Column 2 Effluent Column 2 x x Day 5 Column 3 Effluent Column 3 x x Day 5 Column 4 Effluent Column 4 x x *Detection limit of 0.05 mg/L min **Detection limit of 0.01 mg/L min ⱡ Detection limit of 1 µg/L min **Field Analysis only 3.A.8.c Packet Pg. 390 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com Reference Drawings: 3.A.8.c Packet Pg. 391 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) 3.A.8.c Packet Pg. 392 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) 3.A.8.c Packet Pg. 393 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) 3.A.8.cPacket Pg. 394Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) 3.A.8.cPacket Pg. 395Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) 3.A.8.cPacket Pg. 396Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) 3.A.8.cPacket Pg. 397Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) 3.A.8.cPacket Pg. 398Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) 3.A.8.cPacket Pg. 399Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) 214D5592 1 3 0 70-1479 VESSEL DESIGN DATABILL OF MATERIALS NOZZLE SCHEDULE 3.A.8.c Packet Pg. 400 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) DETAIL 1 (INFLUENT) INTERIOR EXTERIOR INTERIOR EXTERIOR DETAIL 2 (EFFLUENT) Mt M DETAIL 3 (AIR RELEASE) DETAIL 4 (ELLIPTICAL MANWAY) EXTERIOR INTERIOR DETAIL 5 ( ROUND MANWAY w/ HINGE) INTERIOR DETAIL 6 (DRAIN) DETAIL 7 (PRESSURE INDICATOR) 214D5592 2 3 0 70-1479 3.A.8.c Packet Pg. 401 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) CELL ACELL B 214D5592 3 3 0 70-1479 BILL OF MATERIALS 3.A.8.c Packet Pg. 402 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com Installation List: 3.A.8.c Packet Pg. 403 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) LAYNE - A GRANITE COMPANY WATER TECHNOLOGIES PARTIAL LIST OF INSTALLATIONS - LAYNEOx SYSTEMS Owner Site Description Flow (gpm)Media Date Contaminant Southern California Water Co.Heathcreek, CA (3) – 36” dia. x 4’-5” s.s. Vertical Filters 140 LayneOx 2003 Iron & Manganese City of Adelanto, CA 1200 Site - CA (3)- 120” dia. X 42’-0" o.h. (2) Cell Horiz. Filters 8,100 LayneOx 2004 Iron & Manganese Southern California Water Co.Roseton, CA (3) – 84” X 8’-6” s.s. Vertical Filters 1,000 LayneOx 2005 Iron, Manganese & Arsenic Arizona Water Company Oasis (3) – 120” X 18’-0" o.h. (2) Cell Horiz. Filters 2,500 LayneOx 2005 Arsenic Arizona Water Company Baseline (3) – 120” dia X 29’-0” o.h. (2) Cell Horiz. Filters 4,500 LayneOx 2005 Arsenic Arizona Water Company Cottonwood (3) – 120” dia. X 36’-0” o.h. (2) Cell Horiz. Filters 5,800 LayneOx 2005 Arsenic Arizona Water Company San Manuel (5) – 96” dia X 6’-0” s.s. Vertical Filters 1,500 LayneOx 2005 Arsenic Arizona Water Company Superior (5) – 96” dia X 6’-0” s.s. Vertical Filters 1,600 LayneOx 2005 Arsenic Community Water Company, AZ Well #9 (8) – 60” dia X 6’-0” s.s. Vertical Filters 1,000 LayneOx 2005 Arsenic Community Water Company, AZ Well #6 (8) – 60” dia X 6’-0” s.s. Vertical Filters 1,000 LayneOx 2005 Arsenic Community Water Company, AZ Well # 10 (7) - 96" dia. X 6'-0" s.s. Vertical Filters 2,500 LayneOx 2006 Arsenic Community Water Company, AZ Well # 11 (7) - 96" dia. X 6'-0" s.s. Vertical Filters 2,500 LayneOx 2006 Arsenic Arizona Water Company Casa Grande 19, 22, 21 & 24 (7) - 96" dia. X 6'-0" s.s. Vertical Filters 2,300 LayneOx 2006 Arsenic Arizona Water Company Casa Grande 28 (10) - 60" dia. X 6'-0" s.s. Vertical Filters 1,350 LayneOx 2006 Arsenic Arizona Water Company Casa Grande 29 (7) - 60" dia. X 6'-0" s.s. Vertical Filters 940 LayneOx 2006 Arsenic Arizona Water Company Casa Grande 27 (5) - 30" dia. X 6'-0" s.s. Vertical Filters 120 LayneOx 2006 Arsenic Arizona Water Company Sedona 6 (5) - 30" dia. X 6'-0" s.s. Vertical Filters 140 LayneOx 2006 Arsenic Arizona Water Company Sedona 7 (4) - 48" dia. X 6'-0" s.s. Vertical Filters 340 LayneOx 2006 Arsenic Arizona Water Company White Tank 2, 4, & 8 (6) - 60" dia. X 6'-0" s.s. Vertical Filters 780 LayneOx 2006 Arsenic Surprise, AZ Ashton Ranch (16) - 102" dia. X 6'-0" s.s. Vertical Filters 6,000 LayneOx 2006 Arsenic Rev. 5/2019 Page 1 of 2 3.A.8.c Packet Pg. 404 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) LAYNE - A GRANITE COMPANY WATER TECHNOLOGIES PARTIAL LIST OF INSTALLATIONS - LAYNEOx SYSTEMS Owner Site Description Flow (gpm)Media Date Contaminant Beck Properties Oakwood Lake, CA (8) - 96" dia. X 6'-0" s.s. Vertical Filters 2,000 LayneOx 2006 Arsenic Sonoran Vista Buckeye, AZ (2) – 120” dia. X 28’-0” o.h. (2) Cell Horiz. Filters 3,500 LayneOx 2007 Arsenic Rosamond, CA Wells 5 & 6, Rosamond, CA (6) – 48” dia. X 60” s.s. Vertical Filters (2) 3 unit Skids 250 ea.LayneOx 2007 Arsenic West Valley Water District Riato, CA (6) - 96" dia. X 60" s.s. Vertical Filters 2,000 LayneOx 2007 Arsenic Maywood Mutual Water Co.Maywood, CA (3) 78" dia. X 60" s.s. Vertical Filters 1,100 LayneOx 2009 Iron & Manganese Searles Valley Minerals Trona, CA (6) 78" dia. X 60" s.s. Vertical Filters 300-1000 LayneOx 2011 Arsenic Hillview Water Company Oakhurst, CA (4) 78" dia x 60" s.s. Vertical Filters 1,200 LayneOx 2018 Arsenic, Iron & Manganese Hillview Water Company Raymond CA (3) 36" dia x 60" s.s. Vertical Filters 150 LayneOx 2018 Arsenic, Iron & Manganese Rancho Gabriela Surprise, AZ (2) 102" dia. x 60" s.s. Vertical Filters 722 LayneOx 2019 Arsenic Desert Oasis Surprise, AZ (12) 90" dia. x 60" s.s. Vertical Filters 3,200 LayneOx 2020 Arsenic City of Buckeye-Sonoroan Vista Site Buckeye, AZ (3) 120" dia. X 339.5" OAL 2-cell Horizontal Filter 2,725 LayneOx 2020 Iron, Manganese & Arsenic Rev. 5/2019 Page 2 of 2 3.A.8.c Packet Pg. 405 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) LAYNE - A GRANITE COMPANY WATER TECHNOLOGIES PARTIAL LIST OF INSTALLATIONS - LAYNEOx SYSTEMS Owner Site Description Flow (gpm)Media Date Contaminant City of Adelanto, CA 1200 Site - CA (3)- 120” dia. X 42’-0" o.h. (2) Cell Horiz. Filters 8,100 LayneOx 2004 Iron & Manganese Artesian Water Company Chesapeake City Road, DE (4)- 120” dia. X 18’-0" o.h. Horiz. Filters 3,100 LayneOx 2004 Iron & Manganese Arizona Water Company Oasis (3) – 120” X 18’-0" o.h. (2) Cell Horiz. Filters 2,500 LayneOx 2005 Arsenic Arizona Water Company Baseline (3) – 120” dia X 29’-0” o.h. (2) Cell Horiz. Filters 4,500 LayneOx 2005 Arsenic Arizona Water Company Cottonwood (3) – 120” dia. X 36’-0” o.h. (2) Cell Horiz. Filters 5,800 LayneOx 2005 Arsenic Community Water Company, AZ Well # 10 (7) - 96" dia. X 6'-0" s.s. Vertical Filters 2,500 LayneOx 2006 Arsenic Community Water Company, AZ Well # 11 (7) - 96" dia. X 6'-0" s.s. Vertical Filters 2,500 LayneOx 2006 Arsenic Arizona Water Company Casa Grande 19, 22, 21 & 24 (7) - 96" dia. X 6'-0" s.s. Vertical Filters 2,300 LayneOx 2006 Arsenic Surprise, AZ Ashton Ranch (16) - 102" dia. X 6'-0" s.s. Vertical Filters 6,000 LayneOx 2006 Arsenic Beck Properties Oakwood Lake, CA (8) - 96" dia. X 6'-0" s.s. Vertical Filters 2,000 LayneOx 2006 Arsenic Sonoran Vista Buckeye, AZ (2) – 120” dia. X 28’-0” o.h. (2) Cell Horiz. Filters 3,500 LayneOx 2007 Arsenic West Valley Water District Riato, CA (6) - 96" dia. X 60" s.s. Vertical Filters 2,000 LayneOx 2007 Arsenic (4) - 120" dia. X 60" s.s. Vertical Filters 2,000 Vancouver, WA Port of Vancouver (2) – 120” X 22’-0" o.h. (2) Cell Horiz. Filters 3,900 LayneOx 2009 Iron & Manganese Rural Water System #1 Sioux Center, IA (1) 120" dia. X 44'-0" o.h. (2) Cell Horiz. Filters 3,420 LayneOx 2009 Iron & Manganese Rural Water Systems #1 Hospers, IA (1) 120" dia. X 36'-0" o.h. Horiz. Filter 2,900 LayneOx 2010 Iron & Manganese Newburg, NY Chadwick Lake Plant (3) 120" dia. X 60" s.s. Vertical Filters 2,220 LayneOx 2010 Iron & Manganese Chandler, IN Well #7 120" dia. X 18'-0" (2) Cell Horiz. Filters 4,000 LayneOx 2010 Iron & Manganese City of Troy, IL Troy, IL (5) 120" dia X 60" s.s. Vertical Filters 3,000 LayneOx 2018 Iron & Manganese Ramsey WTP Ramsey, IN (3) 8' dia x 16' OAL 2- cell Horizontal Filter 2,400 LayneOx 2019 Iron & Manganese Westpoint, Ne.Westpoint, NE.(3) 8' dia x 16' OAL 2- cell Horizontal Filter 2,160 LayneOx 2019 Iron & Manganese Desert Oasis Surprise, AZ (12) 90" dia. x 60" s.s. Vertical Filters 3,200 LayneOx 2020 Arsenic City of Buckeye-Sonoroan Vista Site Buckeye, AZ (3) 120" dia. X 339.5" OAL 2-cell Horizontal Filter 2,725 LayneOx 2020 Iron, Manganese & Arsenic Arsenic & ManganeseWeatherford, OK City of Weatherford, OK LayneOx 2010 Rev. 5/2019 Page 1 of 1 3.A.8.c Packet Pg. 406 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com OPEX Calculations: 3.A.8.c Packet Pg. 407 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) San Jacinto, CA 12/16/2022 Estimated 20 year Life Cycle Cost (Net of Capital) Basis per year Year 1 Year 2 Year 3 Year 4 Year 5 Year 6 Year 7 Year 8 Year 9 Year 10 Year 11 Year 12 Year 13 Year 14 Year 15 Year 16 Year 17 Year 18 Year 19 Year 20 Labor (1*)$43,800 $43,800 $45,114 $46,467 $47,861 $49,297 $50,776 $52,299 $53,868 $55,485 $57,149 $58,864 $60,629 $62,448 $64,322 $66,251 $68,239 $70,286 $72,395 $74,567 $76,804 Consumables -$ $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 Utilities (2*)209,646.47$ $209,646 $215,936 $222,414 $229,086 $235,959 $243,038 $250,329 $257,839 $265,574 $273,541 $281,747 $290,200 $298,906 $307,873 $317,109 $326,622 $336,421 $346,514 $356,909 $367,616 Chemical (3*)$47,608 $47,608 $49,037 $50,508 $52,023 $53,584 $55,191 $56,847 $58,552 $60,309 $62,118 $63,982 $65,901 $67,878 $69,914 $72,012 $74,172 $76,397 $78,689 $81,050 $83,481 R&M (4*)$48,473 $48,473 $49,927 $51,424 $52,967 $54,556 $56,193 $57,879 $59,615 $61,404 $63,246 $65,143 $67,097 $69,110 $71,184 $73,319 $75,519 $77,784 $80,118 $82,521 $84,997 Waste (5*)$0 $0 $0.00 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 Media Loss (6*)$0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 Total $349,527 $349,527 $360,013 $370,814 $381,938 $393,396 $405,198 $417,354 $429,874 $442,771 $456,054 $469,735 $483,828 $498,342 $513,293 $528,691 $544,552 $560,889 $577,715 $595,047 $612,898 *1) Labor estimated to be 1h/day at $120 per hour *2)Estimated electric cost of $0.20 per kwh; includes well pump, BW Pump, Decant pump, sludge pump and chemical pumps and PLC power. *3) Chemical costs calcualted based on 2,500-gpm flowrate 24hr/day, 365 days/year. *3a) Bleach usage estimated at up to 60-gpd of 12.5% solution at a dosage of 2.5-ppm; to be verified by pilot test.20 - Yr Cost $9,391,929 *4) Over time, the repair and maintenance budget can be estimated at 3% of cost of equipment on a annual basis (accrual) *5) Waste- no liquid or solids waste in cost; Sludge is <5% solids and typically is sent to sanitary sewer connection. *6) Media loss not applicable Inflation Factor 1.03 Page 1 of 1 3.A.8.c Packet Pg. 408 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com Typical Controls Description: 3.A.8.c Packet Pg. 409 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1138 N. Alma School Rd. Suite 207 Mesa, AZ 85201 T 602-345-8600 graniteconstruction.com Section 4 – Process Description 4.1 Manganese Removal System Operation WATER QUALITY-WARNING ONLY CLEAN WATER SHALL ENTER THE FILTER VESSEL. ALL WATER SHALL BE CLEAN AND FREE OF SEDIMENT (SCALE, RUST, DIRT, SAND, PARTICULATES, ETC.). ALL WATER SUPPLY LINES FEEDING THE SYSTEM MUST BE FLUSHED PRIOR TO CONNECTING TO THE LAYNEOxTM SYSTEM. DAMAGE RESULTING FROM POOR WATER QUALITY IS NOT COVERED BY THE WARRANTY. Normal Operation – The Manganese Removal System for the City of Ramsey, IN utilizes three (3) LayneOx™ Horizontal Pressure Filters to facilitate the removal of manganese. The design flow rate of this system in service is 2,400-GPM or 800-GPM per filter. The LayneOx™ Filter media’s manganese dioxide sites are activa ted by sodium hypochlorite as the oxidizing agent introduced into the raw water upstream of the filters. The Sodium Hypochlorite Feed System is supplied and controlled by others. The media then further oxidizes the manganese ions it encounters as well as iron ions. Once oxidation has occurred, the now insoluble manganese and iron will deposit on the media bed. The spent media is then reactivated by fresh incoming oxidant. Filtering continues with the manganese dioxide and ferric hydroxide formed in the oxidation being trapped in the interstitial spaces in the media until one of two conditions occurs. Once the media has accumulated sufficient ferric hydroxide and manganese dioxide it may begin to pass into the effluent or “leak”. Alternatively, the accumulated precipitate may cause the head loss through the filter to increase to the point where it is unacceptable. In either case, backwashing is now required. The Operator must check the effluent water quality with manual test equipment in order to determ ine if any leakage of ferric hydroxide and/or manganese dioxide has occurred. The LayneOx™ Filter clean bed pressure drop is in 2-4 PSI range. At the end of a filtering run, the dirty bed pressure drop approaches 10 PSI. The LayneOx™ Filter differential pressure is measured by a DP switch (DPIS-100). The System DP High and Hi-Hi alarm conditions are annunciated on the LayneOx™ Filter Control Panel. In the event of a Hi-Hi differential pressure condition, the Layne PLC de-energizes the Well Pump Run Permissive relay to request the SCADA to shutdown the Well Pump(s) feeding the LayneOx™ Removal System. When operating in various well pump combinations the Operator must place the correct number of vessels in service so as not to exceed the vessel design flow rate. Each of the five (5) filters is designed to treat 750-GPM with one vessel offline, for a total system design flow rate of 3,000-GPM. To achieve this treatment capacity, the LayneOx™ Filter System vessels is normally operated with all five (5) filters in parallel Service Mode. The required valve positions and equipment operating states for normal operation are depicted on Table 4.1-1 of this document. 3.A.8.c Packet Pg. 410 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1138 N. Alma School Rd. Suite 207 Mesa, AZ 85201 T 602-345-8600 graniteconstruction.com DIFFERENTIAL PRESSURE-WARNING THE INFLUENT AND EFFLUENT PRESSURE OF EACH FILTER SHALL BE MONITORED AT ALL TIMES. THE FILTER SHALL NEVER BE OPERATED ABOVE 15 PSID (DIFFERENCE BETWEEN THE INFLUENT AND EFFLUENT PRESSURE READING) OR SEVERE DAMAGE TO THE INTERNALS WILL OCCUR. SUCH DAMAGE IS NOT COVERED UNDER THE WARRANTY. 4.1.1 System Indication Instrument Description Value Range SCADA – Inlet flow System Influent Flow 0 – 3,000 GPM 4.1.2 System Alarm Conditions The system alarm conditions are displayed on the HMI Annunciator screen. There are two types of system alarms that can occur and are as follows:  Critical System Alarm – Used to shutdown water flow from the well to the treatment system.  Non- Critical System Alarm – Will not shutdown the well but is signal that requires Operator attention. 4.1.2.1 Critical System Alarms (Well Shutdown) Instrument Description Calibrated Range Set Point PDAHH-100 System DP Hi-Hi / Shutdown Well Pump 0 - 25 PSID 12.0 PSID As indicated above, certain critical alarms are used to shutdown water flow from the well to the treatment system. These alarm conditions are linked to the Well Pump Run Permissive contact in the M ain Control Panel which is provided for the Customer’s use in the control of the Well Pump(s). 4.1.2.2 Non-Critical System Alarms (Requires Operator Attention) Instrument Description Calibrated Range Set Point PDAH-100 System DP High / Backwash Request 0 - 25 PSID 10.0 PSID FAHH-200 Backwash Flow Hi-Hi / Backwash Sequence Interrupt 0 – 3,000 GPM 2,350 GPM 3.A.8.c Packet Pg. 411 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1138 N. Alma School Rd. Suite 207 Mesa, AZ 85201 T 602-345-8600 graniteconstruction.com FAH-200 Backwash Flow High 0 – 3,000 GPM 2,150-GPM Backwash Operation -Backwashing of the LayneOx™ filters is a process whereby a high volume of water for a short duration is used to loosen the accumulated solids and flush them away. During backwash, the flow path through the filter is in the up-flow direction (opposite to normal service flow direction). A flow rate of 1,965-GPM is used for backwashing with an adjustable step duration of typically set at five minutes. While the backwash sequence is in progress for one filter, the remaining filters stay in the Service Mode producing water for distribution. If a filter(s) is in the Standby Mode and another filter goes into Backwash Pending, the filter(s) in standby is automatically placed into service before the other filter goes into backwash. This is done so that four filters are employed to handle the full design flow rate. When the backwash sequence is completed the filter newly cleaned filter is automatically returned to service. Backwash Resource – The backwash water is provided from the Customer’s raw water well source filtered through a minimum of three (3) LayneOx filters. Located on the common backwash supply header of the LayneOx™ Pressure Filter System is the backwash flow control valve (FCV -500). This flow control valve is provided with flow indicating transmitter (FIT-200) which displays the backwash flow rate locally and on the LayneOx™ Pressure Filter Control Panel. The local flow indicator is used to adjust the backwash control valve to provide the required 1,965-GPM backwash flow rate. The backwash flow transmitter is sent to the LayneOx™ Filter Control Panel PLC to provide high and low b ackwash flow alarms which display on the LayneOx™ Filter Control Panel HMI. The backwash flow control valve is PLC controlled to open as required by the LayneOx™ Filter Backwash Sequence Controls. Instrument Description Calibrated Range Set Point FIT-200 High Rate Backwash Flow 0 – 3,000 GPM 1,965 GPM SCADA Value Low Rate Vessel Re-Fill Flow 0 – 3,000 GPM 500 GPM Process & Instrumentation Diagram [51243A090] - depicts the LayneOx™ System supplied by Layne Christensen for the City of Ramsey, IN. 3.A.8.c Packet Pg. 412 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1138 N. Alma School Rd. Suite 207 Mesa, AZ 85201 T 602-345-8600 graniteconstruction.com TABLE 4.1-1 LayneOx™ Filter Normal Service Operation The following table describes the valve and equipment alignment for the normal operation. Detail for Filter 1 shown, all other filter valve alignment is identical. FILTER 1 VALVES OTHER FILTERS AUXILIARY EQUIPMENT REMARKS Cell A - Influent - V101A Cell A - Backwash Waste - V104A Cell B - Influent - V101B Cell B - Backwash Waste - V104B Common Effluent/BW Supply V102 Common Rinse to Waste V105 Filter 2 In Service Filter 3 In Service Well Pump Running Backwash Flow Control Valve FCV500 Backwash Supply Valve V501 Backwash Supply Pump Rinning SERVICE MODE Typically all Filters in Service Mode and Well Pump(s) in Operation 1 0 1 0 1 0 1 1 1 0 0 0 0 = Valve Closed or Pump Off 1 = Valve Open or Pump Running Table shoes detailed vavle states for Filter 1. All other filter valve states are identical. 4.1.3 System Interlocks The LayneOx™ Filter System provides / receives the following interlock signals:  LayneOx™ Filter DP – Differential pressure switch (DPIS-100) provides a High and Hi-Hi signal to the LayneOx™ System PLC. This Filter DP status (Normal, High or Hi-Hi) is displayed on the HMI. In addition, this instrument loop provides: o DPAH-100 – When the LayneOx™ Filter DP reaches this high DP set point an alarm is initiated on the HMI. o DPAHH-100 – In the event the LayneOx™ Filter is prevented from backwashing and the DP continues to build to this Hi-Hi DP set point, then the Well Pump(s) is (are) automatically shutdown and an alarm is initiated on the HMI.  Well Pump Run Permissive – This LayneOx™ System PLC output is through an isolated contact to the Customer’s Well Pump controller. This contact is normally open and closes whenever the LayneOx™ PLC logic determines it is safe to run the Well Pump. The run permissive will be lost whenever LayneOx™ System DP is equal to or greater than the Hi-Hi Alarm set point or if the all LayneOx™ Filters are in Stand-By.  Well Pump Run Request – This LayneOx™ System output is a software command issued by the LayneOx™ System PLC to the SCADA PLC via the Ethernet Network established between the two processors. This command is logic “1”whenever the LayneOx™ PLC logic determines the Well Pump should run to support the Backwash sequence. 3.A.8.c Packet Pg. 413 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1138 N. Alma School Rd. Suite 207 Mesa, AZ 85201 T 602-345-8600 graniteconstruction.com  Well Pump Running – This Customer’s motor starter running signal originates from the Well Pump motor controller. The Well Pump Running status is sent to the LayneOx™ System PLC from the SCADA PLC via the Ethernet Network established between the two processors. This status bit is logic “1” whenever the Well Pump is running. In the certain backwash steps, the LayneOx™ System PLC inspects this status bit for the Well Pump running signal to insure that the backwash water source is available prior to advancing the backwash sequence step. 4.1.4 LayneOx™ Filter Backwash Sequence Controls The Layne Programmable Logic Controller (PLC) will initiate a request to backwash the LayneOx™ Filters when any of the following conditions exist:  Semi-Auto Mode - Manually Initiated by the Operator, when the Operator has selected the Semi- Automatic Mode and has pressed the Backwash Start Pushbutton.  The System includes a System DP High Alarm which is provided to alert the Operator that a filter backwash should be performed. In response to this alarm the Operator should manually initiate a backwash in the Semi-Automatic Mode at the earliest convenience.  Flow Mode – When selected, automatically, when the Run Flow Totalizer exceeds the Operator adjustable Run Flow set point,  Time Mode – When selected, a backwash is automatically initiated at a preset time, adjustable by the Operator, with subsequent backwashes automatically initiated based on an adjustable elapsed time set point. When one of the above conditions exists the LayneOx™ Filter is said to be in “Backwash Pending” state. The LayneOx™ Filter remains in the Backwash Pending state until all Backwash Permissives are satisfied. 4.1.5 LayneOx™ Filter Backwash Sequence Permissives The LayneOx™ Filter Backwash sequence is permitted to transition from “Backwash Pending” to Backwash Mode provided all the following conditions are true. Then, and only then, does the LayneOx™ Filter advance to the Backwash Mode state.  Filter Enabled and Valves In Auto – four (4) filters must be enabled and valves in the Auto Mode.  Filter Enabled – As described in detail elsewhere in this document, each filter is provided an ENABLE / DISABLE pushbutton on the Vessel Mode Selector Screen. The ENABLE / DISABLE pushbutton for four of the five filters must be in the Enable position to allow backwashing.  Valves In Auto - As described in detail elsewhere in this document, each filter is provided a Manual /Auto Selector Switch which is located on the associated filter’s Valve Controls Screen. The Manual /Auto Selector Switch for all filters must be in the Auto position to allow backwashing.  Well Pump Flow Below Set-point – This permissive is designed to insure that the backwash flo w is not too high and does not water hammer the system. The system will use filter water from a minimum of 3 vessels in service to backwash a single vessel. The valves will not transition to backwash until the SCADA provided well pump flow is below the set-point.  Backwash Waste Tank Level Not High - This permissive is designed to insure that the Customer’s wastewater collection tank or sump is ready to accept at least one backwash waste water volume. 3.A.8.c Packet Pg. 414 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1138 N. Alma School Rd. Suite 207 Mesa, AZ 85201 T 602-345-8600 graniteconstruction.com A Customer supplied high level switch indicates that the Backwash Waste Tank level is not high (fail- safe) and is ready to accept additional waste water. If, after transitioning to the Backwash Mode, this high level alarm condition occurs the Backwash sequence is interrupted. Upon a “Backwash Sequence Interrupt” all vessel valves are commanded closed and Step Timer timing is suspended. Refer to the discussion on Backwash Interrupt, found in the Backwash Control Screen section, for additional information. In the event the level switch for this interlock is not provided, the associated PLC input is jumpered out. 4.1.6 LayneOx™ Filter Backwash Sequence The LayneOx™ Filter Control Panel HMI provides the ability for the Operator to select a manually or automatically initiated filter backwash. In either case, once i nitiated, the backwash sequence is fully automatic. The required valve positions and equipment operating states for the Filter Backwash Sequence are depicted on Table 4.1-6 of this document. 3.A.8.c Packet Pg. 415 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1138 N. Alma School Rd. Suite 207 Mesa, AZ 85201 T 602-345-8600 graniteconstruction.com TABLE 4.1-6 LayneOx™ Filter Backwash Operation The following table describes the valve and equipment alignment for the Filter Backwash Sequence. REMARK S STEP ADVANCE D BY Cell A - Influent - V101A Cell A - Backwash Waste - V104A Cell B - Influent - V101B Cell B - Backwash Waste - V104B Common Effluent/BW Supply V102 Common Rinse to Waste V105 Cell A - Influent - V201A Cell A - Backwash Waste - V204A Cell B - Influent - V201B Cell B - Backwash Waste - V204B Common Effluent/BW Supply V202 Common Rinse to Waste V205 Cell A - Influent - V301A Cell A - Backwash Waste - V304A Cell B - Influent - V301B Cell B - Backwash Waste - V304B Common Effluent/BW Supply V302 Common Rinse to Waste V305 Well Pump Running Backwash Flow Control Valve FCV500 Backwash Supply Valve V501 Backwash Supply Pump Rinning STEP STE P DESCRIPTIO N SERVICE MODE Backwash Initiated By : 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 Manually Initiated Flow Mode Set Point Exceeded Time Mode Set Point Exceeded 1 TRANSITION TO STANDBY Close Influent and Effluent Valves Timed Step: Nominal Setting = 0.5 Minutes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 TRANSITION TO BACKWASH FILTER 1 CELL A Open Backwash Inlet and Timed Step: Nominal Setting = 0.5 Minutes 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 Backwash To Waste Valves Enable Backwash 3.A.8.c Packet Pg. 416 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1138 N. Alma School Rd. Suite 207 Mesa, AZ 85201 T 602-345-8600 graniteconstruction.com FCV Valve 3 BACKWASH Start the Backwash Timer Timed Step: Nominal Setting = 5.0 Minutes 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 4 TRANSITION TO BACKWASH FILTER 1 CELL B Open Backwash Inlet and Backwash To Waste Valves Enable Backwash FCV Valve Timed Step: Nominal Setting = 0.5 Minutes 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 5 BACKWASH Start the Backwash Timer Timed Step: Nominal Setting = 5.0 Minutes 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6 TRANSITION TO STANDBY Close Backwash Inlet and Timed Step: Nominal Setting = 0.5 Minutes 0 0 0 0 0 1 1 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 Backwash To Waste Valves Disable Backwash Flow Control Valve 7 TRANSITION TO RINSE Open Influent and Rinse To Waste Valves Timed Step: Nominal Setting = 0.5 Minutes 1 0 1 0 0 1 1 0 1 0 0 1 1 0 1 0 0 1 0 0 0 0 8 START WELL PUMP PLC Requests Well Pump to Run IF: Well Pump Running, 1 0 1 0 0 1 1 0 1 0 0 1 1 0 1 0 0 1 1 0 0 0 THEN: Advance Step 9 RINSE Start Rinse Timer Timed Step: Nominal Setting = 2.0 Minutes 1 0 1 0 0 1 1 0 1 0 0 1 1 0 1 0 0 1 1 0 0 0 10 RETURN TO SERVICE Open Effluent Valve Timed Step: Nominal Setting = 0.5 Minutes 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 Close Rinse 3.A.8.c Packet Pg. 417 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1138 N. Alma School Rd. Suite 207 Mesa, AZ 85201 T 602-345-8600 graniteconstruction.com To Waste Valve BACKWAS H SEQUENCE COMPLETE * Repeat steps 2-6 for Filters 2 & 3 prior to moving to step 7 0 = Valve Closed or Pump Off 1 = Valve Open or Pump Running 3.A.8.c Packet Pg. 418 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com STANDARD TERMS AND CONDISTION OF SALE ACCEPTANCE: Sale of any products or services (hereafter, the “Products”) by Layne Christensen Company – Water Treatment Division (“Seller”) to Purchaser shall be subject to the terms and conditions of sale contained herein. No change in or addition to these terms shall be binding upon Seller unless specifically accepted in writing by Seller. Seller objects in advance to any additional or different terms proposed in Purchaser’s order. PRICING: Prices shall be Seller’s price in effect at time of shipment unless otherwise specified in Seller’s written quotation. Quotations automatically expire 30 calendar days from quotation date and may be canceled at any time by written notice. FORCE MAJEURE LIMITATION: Seller shall not be liable for any loss, damage or expense resulting from delay or failure in the performance of Seller’s obligations hereunder if such delay or failure is due to acts of God or the public enemy, strikes, labor troubles, fire, explosions, riots, war, governmental orders or restrictions, shortages of materials or labor, delay in transportation, theft, accidents or any other cause which is beyond Seller’s reasonable control. Upon the occurrence of any such event preventing the Seller from performing all of its then outstanding contracts, the Seller shall then be entitled to perform such of its contracts as it may select and shall incur no liability to the Purchaser by reason of performing contracts other than this agreement. The Seller’s total liability for damages related to the performance of or failure to perform this agreement shall be limited to the amount of the contract price. IN NO EVENT SHALL THE SELLER BE LIABLE FOR LOSS OF PROFITS BY REASON OF PLANT SHUTDOWN, NON-OPERATION OR INCREASE IN EXPENSE OF OPERATION OF OTHER EQUIPMENT OR FACILITIES OR FOR ANY SPECIAL, INDIRECT OR CONSEQUENTIAL DAMAGES. DELIVERY: Shipping dates are estimates only and are based on Seller’s projected production schedules and commitments by suppliers. DELAY IN SHIPMENT OR VARIANCE FROM SHIPPING SCHEDULE SHALL NOT BE CAUSE FOR CANCELLATION OR CLAIM FOR DAMAGE. Receipt by the Purchaser of any Products shall constitute acceptance of delivery and waiver of any claims due to delay. WARRANTY: Products manufactured by the Seller and sold under this agreement are warranted to be free from defects in materials and workmanship for one year from the date of shipment to the Purchaser. Goods manufactured by other than Seller and sold under this agreement are warranted only to the extent of such manufacturer’s warranty. Seller’s obligation is limited to repair or replacement F.O.B. Seller’s plant when examination of any such Products shall disclose them to Seller’s satisfaction to have been defective and Purchaser shall have promptly notified Seller of the discovery of any such defect. At Seller’s option, such Products shall be returned to Seller, transportation charges prepaid, for such examination. This warranty is conditioned upon the Purchaser making full and complete payment to Seller pursuant to the payment terms hereof and does not apply to any Products which have been opened, disassembled, repaired or altered by anyone other than Seller or subjected to misuse or abuse. Corrosion, erosion, deterioration from unusual causes, normal wear and tear, or operating conditions more severe than those for which the product is designed are expressly excluded from this warranty. Warranty on product repairs or replacement parts shall extend for the unexpired warranty period of the original product. THERE ARE NO WARRANTIES EXPRESS OR IMPLIED WHICH EXTEND BEYOND THOSE EXPRESSLY STATED HEREIN, INCLUDING, BUT NOT LIMITED TO, WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. PAYMENTS: Terms of payment are net 30 days. The maximum legal rate of interest and all costs of collection (including attorney’s fees) shall be charged on past due accounts. All orders are subject to the continuing approval of Seller’s credit department. If Purchaser is in default in any payment, Seller may declare all payments for work completed immediately due and payable, stop all further work until payments are brought current and/or require advance payment for future shipments. Where delivery is prevented or delayed by Purchaser, in such event storage of goods shall be at Purchaser’s expense and risk. If the financial condition of the Purchaser at any time does not in the judgment of Seller justify continuance of production or shipment on the terms of payment set forth herein, Seller may require full or partial payment in advance or shall be entitled to cancel any order then outstanding and shall receive reimbursement for its reasonable and proper cancellation charges. In the event of bankruptcy or insolvency of the Purchaser or in the event any proceeding is brought against the Purchaser, voluntarily or involuntarily under the 3.A.8.c Packet Pg. 419 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) Water Treatment 1811 S. Alma School Rd. Suite 260 Mesa, AZ 85210 T 602-345-8600 graniteconstruction.com bankruptcy or any insolvency laws, Seller shall be entitled to cancel any order then outstanding at any time during the period allowed for filing claims against the estate and shall receive reimbursement for its reasonable and proper cancellation charges. CHANGES: Seller reserves the right to change or modify the design and construction of its Products and to substitute other suitable materials. DRAWINGS: If drawings are furnished with this proposal, they are submitted only to show the general style, arrangement and approximate dimensions of the equipment offered. No work is to be based upon proposal drawings. Foundation or assembly drawings certified by the Seller will be furnished, when required, after final acceptance of Purchaser’s order. It is the Purchaser’s responsibility to verify that the data given on certified drawings is suitable for applicable installation conditions. Any changes made after the order is released for manufacture will be subject to extra charges. TITLE/RISK OF LOSS/DEFAULT: Unless otherwise specified by Seller, delivery will be made F.O.B. point of shipment to Purchaser. Title to right of possession and ownership of Products covered herein shall remain vested in Seller until the entire purchase price herein provided for shall have been paid in full in cash, and the Purchaser agrees to do all acts necessary to perfect and maintain such right and title in the Seller. In case of failure or refusal to make payments when due, then and in any such event the whole of the unpaid portion of the purchase price shall, at Seller’s option, become immediately due and payable and in case of such default on Purchaser’s part, Seller shall thereupon have the right to enter the premises upon which such property shall be installed and take possession of and remove the same without legal process. This equipment shall retain its character as personal property regardless of its mode of attachment. Risk of loss or damage shall pass to Purchaser on delivery to carrier. TAXES: In addition to any price specified herein, Purchaser shall pay the gross amount of any present or future sales, use, excess, value added or other similar tax applicable to the price, sale or delivery of any Products or their use by Seller or Purchaser, or Purchaser shall furnish Seller with a tax exempt certificate acceptable to the taxing authorities. CANCELLATION: Any order placed with Seller may be cancelled by the Purchaser only upon payment of reasonable cancellation charges, which shall take into account expenses already incurred and commitments made by the Seller. RETURNED GOODS: Unused Products of current manufacture may be returned for credit only upon writt en consent of Seller and with transportation charges prepaid. All such returns shall be subject to a handling charge and reduced by the amount of assembly charges involved in the original equipment, dismantling charges involved in placing the material back in stock, the amount of unusable materials, plus a charge equal to any transportation costs which Seller paid in making original shipments. Products which are obsolete or made to special order are not returnable. GENERAL: The terms and conditions hereof cancel and supersede all previous understandings or agreements relating to the Products covered hereunder, written or oral, between Seller and Purchaser and contain the entire understanding of the parties hereto. No waiver, alteration, deletion or modification of or addition to any of the provisions hereof shall be binding unless in writing and signed by a duly authorized representative of the Seller. If any term, provision or condition contained herein shall, to any expert, be invalid or unenforceable, the remainder of the terms, provisions and conditions hereof other than those which are invalid or unenforceable, shall not be affected thereby and each term, provision and condition of this order shall be valid and enforceable to the fullest extent permitted by law. This order and all rights and obligations of the parties shall be construed and interpreted under and pursuant to the laws of the State of Texas. THE END 3.A.8.c Packet Pg. 420 Attachment: RFP Response - Layne Christiansen (Equipping of Bath Well Potable Water Treatment Plant) February 7, 2023 TO: City Council REQUESTED BY: Arthur Mullen, Water Utilities Superintendent APPROVED BY: Robert A. Johnson, City Manager SUBJECT: Second Amendment to Landscape and Irrigation Maintenance Agreement with Inland Empire Landscape RECOMMENDATION: Staff recommends that the City Council authorize the City Manager to execute the Second Amendment to the Landscape and Irrigation Maintenance Agreement for Inland Empire Landscape in the amount of $117,372.00 annually for landscape and irrigation maintenance at the Mountain Avenue West Recharge Facility and various LLPD2 zones. DISCUSSION: On November 13, 2014, the City of San Jacinto City Council passed Resolution 3542, approving an interagency agreement with Eastern Municipal Water District (“EMWD”) to construct amenities around the Mountain Avenue West Recharge Facility retention basin for community use and then transfer those assets to the City of San Jacinto (“City”). In addition, EMWD agreed to provide funding to the City to maintain them for the next twenty years. On January 3, 2023, the City approved Amendment No. 1 to the Mountain Avenue West Recharge Facility Interagency Agreement, which transferred the assets from EMWD to the City. EMWD subsequently remitted the amount of $784,498.48 to the City as payment for the twenty- year operations and maintenance cost, as set forth in the 2014 Agreement. On January 22, 2019, the San Jacinto City Council approved two contracts to provide landscape and irrigation maintenance to over 150 acres of parks, parkways, and City right-of-ways. One of the contracts was awarded to Inland Empire Landscape in the annual amount of $406,641.96, after a Request for Proposal (RFP) process conducted through PlanetBids. The contract was effective on March 1, 2019, for an initial three-year term with five possible one-year extensions. City Council subsequently authorized the first one-year extension in February 2022. Between 2019 and 2022, the City executed a number of Addendums to the 2019 Agreement, authorizing additional work at various LLPD2 zones throughout the City as summarized below:  Addendum #Z86SC1 (2019) – Zone 86 - Sanderson & Cottonwood - $3,000.00 per year  Addendum #GW1 (2019) – Grand Well – Grand & Industrial - $1,500.00 per year  Addendum #Z53OOC1 (2019) – Zone 53 – Old Oak Circle Park - $8,100.00 per year  Addendum #Z30A1 (2019) – Zone 30 – Almaden Park - $20,400.00 per year  Addendum #Z21ADR1 (2020) – Zone 21 Avenida Del Rio Park - $14,700.00 per year 3.A.9 Packet Pg. 421  Addendum #Z49PP1 (2021) – Zone 49 – Pheasant Pointe - $20,736.00 per year  Addendum #Z27PRF1 (2022) – Zone 27 – Potter Ranch - $10,200.00 per year On January 17, 2023, the City Council authorized the First Amendment to the 2019 Landscape and Irrigation Maintenance Agreement with Inland Empire Landscape to provide landscaping and irrigation maintenance services at Paseo Park, located in The Cove development, for the annual amount of $117,372.00. As a result of Amendment No. 1 to the Mountain Avenue West Recharge Facility Interagency Agreement, the City is now responsible for the maintenance and operations of the Mountain Avenue West Recharge Facility. The City received a quote from Inland Empire Landscape for landscape and irrigation maintenance services in the amount of $50,016.00. Per §3.08.050(C) of the City of San Jacinto Municipal Code, this service does not require a formal bidding process as it is less than $100,000.00 and represents an expansion of services from a firm presently under contract to the City. The proposed Second Amendment to the 2019 Landscape and Irrigation Maintenance Agreement with Inland Empire Landscape represents both an expansion of services for the Mountain Avenue West Recharge Facility in the annual amount of $50,016.00, and memorializes previously approved Addendums in the annual amount of $78,606.00, bringing the annual not- to-exceed value of the Agreement to $652,665.96. Staff recommends that Council authorize the City Manager to execute the Second Amendment to the Landscape and Irrigation Maintenance Agreement with Inland Empire Landscape to include the Mountain Avenue West Recharge Facility at an annual cost of $50,016.00 and incorporate the above-listed Addendums at an annual cost of $78,606.00 per year for a total annual cost of $652,665.96. FISCAL IMPACT: Funding for the various landscaping and irrigation maintenance areas listed in the Addendums is provided through LLPD2 Funds. LLPD2 zones generate individual funding and are levied annually via the Riverside County property tax roll. In essence, each zone’s budget is fina ncially self-sustaining. All costs associated with LLPD2 zones were approved in the FY2022-2023 budget. Funding for the Mountain Avenue West Recharge Facility is provided by the $784,498.48 payment from EMWD for maintenance and operations. There is no impact to the General Fund. ATTACHMENTS: Second Amendment to Landscape Irrigation Maintenance Agreement Mountain Ave Recharge Basin Quote LLPD2 Addendums 3.A.9 Packet Pg. 422 SECOND AMENDMENT TO THE LANDSCAPE AND IRRIGATION MAINTENANCE AGREEMENT BETWEEN THE CITY OF SAN JACINTO AND INLAND EMPIRE LANDSCAPE, INC. THIS SECOND AMENDMENT to the LANDSCAPE AND IRRIGATION MAINTENANCE AGREEMENT, for reference purposes dated this 1st day of February, 2023, is made and entered into by and between the City of San Jacinto, a California municipal corporation (hereinafter “CITY”) and Inland Empire Landscape, Inc., a California corporation (hereinafter “CONTRACTOR”) with reference to the following facts: RECITALS WHEREAS, CITY and CONTRACTOR entered into a certain Landscape and Irrigation Maintenance Agreement (“Agreement”) dated March 1, 2019; and WHEREAS, CITY and CONTRACTOR entered to into a certain Addendum #Z86SC1 to the Landscape and Irrigation Maintenance Agreement between the City of San Jacinto and Inland Empire Landscape, Inc. dated July 2019 and; WHEREAS, CITY and CONTRACTOR entered to into a certain Addendum #GW1 to the Landscape and Irrigation Maintenance Agreement between the City of San Jacinto and Inland Empire Landscape, Inc. dated September 2019 and; WHEREAS, CITY and CONTRACTOR entered to into a certain Addendum #Z53OOC1 to the Landscape and Irrigation Maintenance Agreement between the City of San Jacinto and Inland Empire Landscape, Inc. dated September 2019 and; WHEREAS, CITY and CONTRACTOR entered to into a certain Addendum #Z30A1 to the Landscape and Irrigation Maintenance Agreement between the City of San Jacinto and Inland Empire Landscape, Inc. dated December 2019 and; WHEREAS, CITY and CONTRACTOR entered to into a certain Addendum #Z21ADR1 to the Landscape and Irrigation Maintenance Agreement between the City of San Jacinto and Inland Empire Landscape, Inc. dated January 2020 and; WHEREAS, CITY and CONTRACTOR entered to into a certain Addendum #Z49PP1 to the Landscape and Irrigation Maintenance Agreement between the City of San Jacinto and Inland Empire Landscape, Inc. dated June 22, 2021 and; WHEREAS, CITY and CONTRACTOR entered to into a certain Addendum #Z27PRF1 to the Landscape and Irrigation Maintenance Agreement between the City of San Jacinto and Inland Empire Landscape, Inc. dated January 1, 2022 and; 3.A.9.a Packet Pg. 423 Attachment: Second Amendment to Landscape Irrigation Maintenance Agreement (Second Amendment to Landscape and Irrigation 2 WHEREAS, CITY and CONTRACTOR entered to into a certain First Amendment to the Landscape and Irrigation Maintenance Agreement between the City of San Jacinto and Inland Empire Landscape, Inc. dated January 3, 2023 (“First Amendment”) and; WHEREAS, CITY and CONTRACTOR desire to amend their 2019 Agreement and their 2023 First Amendment in order to reflect the additional landscaping duties at the Mountain Avenue Recharge Basin in the City of San Jacinto NOW, THEREFORE, in consideration of the foregoing, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. Exhibit “A” (Scope of Services) of the Agreement is amended to add the following assigned maintenance areas for Inland Empire Landscape; Mountain Avenue Recharge Basin Zone 86 Sanderson and Cottonwood Grand Well (Grand and Industrial) Zone 53 Old Oak Circle Park Zone 30 Almaden Park, basin frontage Zone 21 Avenida Del Rio Park frontage Zone 49 Pheasant Pointe Zone 27 Potter Ranch frontage And; 2. Section 3.3.1 (Compensation) of the Agreement is amended in its entirety to read as follows: “3.3.1 Compensation Contractor shall receive compensation, including authorized reimbursements for all Services rendered under this Agreement. The total compensation shall not exceed Six Hundred Fifty-Two Thousand Six Hundred Sixty-Five Dollars and Ninety-Six Cents ($652,665.96) per year without written approval of City Manager or his/her designee. Extra Work may be authorized, as described below, and if authorized, will be compensated at the rates and manner set forth in this Agreement and Exhibit “C” attached hereto and incorporated herein by reference.” 3.A.9.a Packet Pg. 424 Attachment: Second Amendment to Landscape Irrigation Maintenance Agreement (Second Amendment to Landscape and Irrigation 3 3. GENERAL PROVISIONS 3.1 Remainder Unchanged. Except as specifically modified by this Second Amendment, the Agreement remains in full force and effect and binding upon the parties. All terms in this Second Amendment shall have the meaning ascribed by them in the Agreement unless otherwise noted in this Second Amendment. 3.2 Counterparts. This Second Amendment may be executed in one or more counterparts, each of which shall be deemed an original. All counterparts shall be construed together and shall constitute one document. IN WITNESS WHEREOF, the parties hereto have executed this Second Amendment on the date and year first written above. CITY OF SAN JACINTO __________________________ Robert Johnson, City Manager ATTEST: ___________________________ Julia Espinoza, City Clerk APPROVED AS TO FORM ______________________________ Michael J. Maurer, City Attorney 3.A.9.a Packet Pg. 425 Attachment: Second Amendment to Landscape Irrigation Maintenance Agreement (Second Amendment to Landscape and Irrigation 4 INLAND EMPIRE LANDSCAPE, INC. By: ______________________________ Its: ______________________________ 3.A.9.a Packet Pg. 426 Attachment: Second Amendment to Landscape Irrigation Maintenance Agreement (Second Amendment to Landscape and Irrigation Inland Empire Landscape, Inc. 202 E Airport Drive, Ste 100 San Bernardino, CA joel@ielandscape.com (909) 473-9066 (909) 473-9040 Inland Empire Landscape will furnish all necessary material, labor, supervision, insurance, and equipment to perform the following: Scope of work: Weekly landscape maintenance for Mountain Avenue Recharge Basin, under the same specifications of current landscape maintenance contract. We propose to furnish material and labor, complete and in accordance with attached description for the lump sum bid of: Zone 30 Basin: Total Bid: Four Thousand One Hundred Sixty-Eight 00/100 Dollars ($4,168.00) Monthly Cost Bid Exclusions: Bid excludes drain, no plans or specifications. 110 V to controllers, water meters, water costs, permits, remote control valves, wires, and back flow, any main line or lateral line broken or leak under asphalt. Clarifications: 1. Work to be performed at Mountain Avenue Recharge Basin Authorized Signature: _________Joel Ibarra___________________________ Joel Ibarra- President Acceptance proposal-the above price, specifications, and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above. Signature(s): _______________________________________ Date: ______________ Proposal No.: 120822-227 Property Location: San Jacinto, Ca Submitted To: City of San Jacinto Date Submitted: 12/8/2022 Contact Person: Preston Sullens Cell Phone No.: Property Name: Mountain Ave Recharge Basin Telephone No.: Project Name: New Maintenance Areas Email: psullens@sanjacintoca.gov 3.A.9.b Packet Pg. 427 Attachment: Mountain Ave Recharge Basin Quote (Second Amendment to Landscape and Irrigation Maintenance Agreement with Inland 3.A.9.cPacket Pg. 428Attachment: LLPD2 Addendums (Second Amendment to Landscape and Irrigation Maintenance Agreement with Inland Empire Landscape) 3.A.9.cPacket Pg. 429Attachment: LLPD2 Addendums (Second Amendment to Landscape and Irrigation Maintenance Agreement with Inland Empire Landscape) 3.A.9.cPacket Pg. 430Attachment: LLPD2 Addendums (Second Amendment to Landscape and Irrigation Maintenance Agreement with Inland Empire Landscape) 3.A.9.cPacket Pg. 431Attachment: LLPD2 Addendums (Second Amendment to Landscape and Irrigation Maintenance Agreement with Inland Empire Landscape) 3.A.9.cPacket Pg. 432Attachment: LLPD2 Addendums (Second Amendment to Landscape and Irrigation Maintenance Agreement with Inland Empire Landscape) 3.A.9.cPacket Pg. 433Attachment: LLPD2 Addendums (Second Amendment to Landscape and Irrigation Maintenance Agreement with Inland Empire Landscape) 3.A.9.cPacket Pg. 434Attachment: LLPD2 Addendums (Second Amendment to Landscape and Irrigation Maintenance Agreement with Inland Empire Landscape) 3.A.9.cPacket Pg. 435Attachment: LLPD2 Addendums (Second Amendment to Landscape and Irrigation Maintenance Agreement with Inland Empire Landscape) 3.A.9.cPacket Pg. 436Attachment: LLPD2 Addendums (Second Amendment to Landscape and Irrigation Maintenance Agreement with Inland Empire Landscape) 3.A.9.cPacket Pg. 437Attachment: LLPD2 Addendums (Second Amendment to Landscape and Irrigation Maintenance Agreement with Inland Empire Landscape) 3.A.9.cPacket Pg. 438Attachment: LLPD2 Addendums (Second Amendment to Landscape and Irrigation Maintenance Agreement with Inland Empire Landscape) 3.A.9.cPacket Pg. 439Attachment: LLPD2 Addendums (Second Amendment to Landscape and Irrigation Maintenance Agreement with Inland Empire Landscape) 3.A.9.cPacket Pg. 440Attachment: LLPD2 Addendums (Second Amendment to Landscape and Irrigation Maintenance Agreement with Inland Empire Landscape) 3.A.9.cPacket Pg. 441Attachment: LLPD2 Addendums (Second Amendment to Landscape and Irrigation Maintenance Agreement with Inland Empire Landscape) February 7, 2023 TO: City Council REQUESTED BY: Arthur Mullen, Water Utilities Superintendent APPROVED BY: Robert A. Johnson, City Manager SUBJECT: Update on Artesia Main Water Line Emergency Replacement RECOMMENDATION Staff recommends that the City Council determine that the project is statutorily exempt from California Environmental Quality Act (CEQA) pursuant to Section 15269 (Emergency Projects) (b) as the activity is the emergency repair of the publicly owned service facilities (domestic water line) necessary to maintain service essential to the public health, safety or welfare as determined with the August 2, 2022, City Council Emergency Declaration; and, receive and file the report on the emergency replacement of the water main line on Artesia Street between N. Jordan Avenue and N. Algona Avenue; and, determine that there is a need to continue the emergency action pursuant to San Jacinto Municipal Code §3.08.070(B)(1). DISCUSSION On August 2, 2022, the San Jacinto City Council authorized the emergency replacement of the water main line on Artesia Street between N. Jordan Avenue and N. Algona Avenue. Per San Jacinto Municipal Code §3.08.070(B)(1), the City Manager is required to submit a report at every regular City Council meeting until the emergency action is terminated. Staff contacted six pipeline construction companies and has received preliminary estimates from two interested companies – Genesis Pipeline Construction and 4 West Pipeline Services. The scope of service includes the trenching and removal of 340 feet of existing pipe, installation of new C-900 pipe at 48 inches below grade, final connection of the new line, reconnection of service lines, backfilling the trench, and paving with 3 inch asphalt. August 16, 2022 Update The Engineering Department is finalizing the design and specifications to receive a more accurate bid. The proposals will be evaluated based on total cost, availability to begin work, and the contractor’s experience with similar projects. 3.A.10 Packet Pg. 442 September 6, 2022 Update Public Utilities Staff identified one additional contractor, Taylor Underground, Inc., as having interest in bidding the project. The Engineering Department issued the final design and specifications on August 23 and Staff held a site walkthrough with all three contractors on August 30. All three contractors requested clarifying information regarding details in the design specifications. Staff is working with the Engineering Department to respond to the requests for information. Once the requests for information have been answered the contractors will submit final bids and Staff will proceed with vendor selection and project award. September 20, 2022 Update After providing the requested information, the City received revised bids from 4 West Pipeline, Inc. and Taylor Underground, Inc. Genesis Pipeline Construction declined to bid the project. The two proposals were evaluated for scope of work, availability, qualifications, and cost. Staff found that 4 West Pipeline’s scope of work was more detailed than Taylor Underground’s scope of work, though both proposals satisfactorily addressed the required services. Both firms also have similar qualifications and hold the appropriate credentials and licenses. The cost proposals submitted are as follows: 4 West Pipeline, Inc.: $323,393.00 Taylor Underground, Inc.: $361,879.00 4 West Pipeline has indicated that they are able to order materials immediately after receiving a Notice to Proceed. Material ordering will take approximately three weeks, after which 4 West will mobilize to the project site and begin work. Taylor Underground did not indicate their availability to begin work. Staff is currently working with the City Manager to confirm the vendor selection. October 4, 2022 Update Based on the criteria in the September 20, 2022 update, the City Manager has selected 4 West Pipeline, Inc. as the vendor for the project. The City Engineer and Engineering Department have assumed control of this project from Public Utilities. Contract documents have been prepared and sent to the vendor for execution. October 18, 2022 Update A pre-construction meeting was held on October 12, 2022 with 4 West Pipeline Inc., the San Jacinto Engineering Department, San Jacinto Public Utilities, RP General Construction (subcontractor), MEC, Inc. (subcontractor), and Inland Foundation Engineering (subcontractor). All parties agreed that the Notice to Proceed will be issued with a project start date of October 17, 2022, pending the application for and approval of an encroachment permit. Working hours will be between 7:00am – 4:00pm Monday – Friday. Road access on Artesia Street will be restricted to residents and emergency services only. 4 West Pipeline, Inc. will notify residents at least 48 hours prior to any water service interruption and will limit service interruption to one day in length while service connections are tied into the new main line. 3.A.10 Packet Pg. 443 November 1, 2022 Update 4 West Pipeline, Inc. obtained its encroachment permit the week of October 17, 2022, mobilized on October 24, 2022, and began work on October 25, 2022. 4 West Pipeline, Inc. has a maximum of 60 working days to complete the project, with working hours of 7:00am – 4:00pm Monday – Friday. Road access on Artesia St. is restricted to accommodate residents and emergency services only. 4 West Pipeline, Inc. will notify residents at least 48 hours prior to any water service interruption and will limit service interruption to one day in length while service connections are tied into the new main line. November 15, 2022 Update 4 West Pipeline, Inc. has removed and disposed of the old asbestos-concrete (AC) pipe from the previous road paving contractor. 4 West Pipeline Inc. has also completed the installation of the main replacement line and service lines on Artesia. A conflict with an existing natural gas line was found on Algona Ave, necessitating a minor adjustment to the water pipeline layout. Plans are being revised by the Engineering department to reflect this change. December 6, 2022 Update Work has been paused while the Engineering department finalizes the plan adjustment to accommodate for the existing natural gas line. Work is anticipated to resume the week of December 5. January 3, 2023 Update Engineering has finalized the plan adjustment to accommodate for the existing natural gas line and submitted to 4 West Pipeline for a change order quote. Change order quote is pending from 4 West Pipeline. January 17, 2023 Update Change order for the plan adjustment has been finalized by all parties. Installation and pressure testing will occur the week of January 16, followed by chlorination and disinfection of the new pipes. Final tie-in to the existing line is anticipated to occur the first week of February. February 7, 2023 Update Installation, pressure testing, chlorination, and disinfection of the new line was completed the week of January 23. Final inspections and tie-in to resident supply lines have also been completed. Contractor is currently backfilling the project area and preparing to repave the roads, at which time the project will be complete. FISCAL IMPACT 3.A.10 Packet Pg. 444 There is no fiscal impact with regard to this update. On August 2, 2022, the City Council approved an appropriation of $600,000 in ARPA funds to cover the cost of the project. No additional expenditures are anticipated. 3.A.10 Packet Pg. 445 February 7, 2023 TO: City Council REQUESTED BY: Tom Prill, Deputy City Manager APPROVED BY: Robert A. Johnson, City Manager SUBJECT: Resolution No. 3963 – Amending San Jacinto Power Electric Generation Rates RECOMMENDATION: Staff recommends that the City Council: 1) Adopt Resolution No. 3963 amending San Jacinto Power electric generation rates effective February 21, 2023. BACKGROUND: San Jacinto Power (SJP) has been serving customers since 2018. An essential part of SJP’s operation is rate setting. A fundamental requirement in setting rates is to ensure sufficient revenue to cover SJP’s operating expenses and provide for reserves. The proposed rates are designed to generate sufficient revenue to fund ongoing SJP operations and to build and maintain reserves. The proposed rates are set at a 3% discount when compared to Southern California Edison’s (SCE) current generation rates, including the Power Charge Indifference (PCIA) fee. As proposed, rates will increase SJP’s annual revenues by approximately $2.2 million in fiscal year (FY) 2023. As the cost of energy increased in 2022, SJP absorbed a portion of the costs to provide relief to customers during a financially difficult year. SJP is proposing a generation rate increase to bring the cost of service back in line with the cost of power, while continuing to offer customers a discounted rate. Wholesale electricity prices in California have increased significantly over the past year, driven by a power supply shortage from drought conditions and natural disasters, COVID-19 disruptions, and inflation. The increased cost associated with power supply is affecting all load- serving entities, including Community Choice Aggregators, such as SJP, and investor-owned utilities, such as SCE. While all IOUs and CCAs are experiencing increased power supply costs requiring generation rate increases, SCE also had an under-collection of $980 million in 2022. SCE’s 2022 generation rates were insufficient to cover its power supply costs throughout the year. 4.1 Packet Pg. 446 SJP’s proposed rates will go into effect on February 21, 2023, and will result in an average $0.042-kilowatt-hour increase for the average household, while maintaining a cost savings for SJP customers. As proposed and listed in the resolution, the adjusted SJP rates have been developed to meet the goal of the City Council to provide cost savings to its customers while generating sufficient revenues to cover all operating costs and fund reserves to provide financial and rate stability to the program. The rates provide a savings compared to SCE’s current energy generation rates of 3%. In addition, SJP continues to offer its customers an option to opt up to 100% renewable energy product at an additional monthly cost. FISCAL IMPACT: The rates as proposed generate sufficient revenues to cover the costs of the program. ATTACHMENTS: Resolution No. 3963 - SJP Generation Rate SJP Rate Sheet 2023 4.1 Packet Pg. 447 Resolution No. 3963 Page 1 of 3 STATE OF CALIFORNIA) RESOLUTION NO. 3963 COUNTY OF RIVERSIDE)ss CITY OF SAN JACINTO) RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JACINTO AMENDING ELECTRIC GENERATION RATE SCHEDULE FOR SAN JACINTO POWER COMMUNITY AGGREGATION PROGRAM WHEREAS, the City of San Jacinto (“City”) is a municipal corporation organized and operating under the laws of the State of California with the City Council of the City of San Jacinto (“City Council”) acting as the governing body of the City; WHEREAS, the City Council of the City of San Jacinto has heretofore adopted Ordinance 16-12, declaring its intent to establish a Community Choice Aggregation (CCA) program to be known as San Jacinto Power (SJP); WHEREAS, the City Council has additionally heretofore approved an Implementation Plan to establish a CCA program, and such Implementation Plan was certified by the California Public Utilities Commission on April 6, 2017; WHEREAS, the City Council has previously established electric generation rates for San Jacinto Power; and WHEREAS, the City Council wishes to amend the rate schedule; and WHEREAS, the rates as proposed are sufficient to cover the operating costs of SJP including maintaining reserves; and WHEREAS, the City Council has held a duly noticed public hearing and has considered all evidence and testimony offered at said hearing. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SAN JACINTO AS FOLLOWS: SECTION 1. That based upon and in consideration of staff reports, presentations, public testimony and comment, and such other matters presented to the City Council during the public hearing on this 4.1.a Packet Pg. 448 Attachment: Resolution No. 3963 - SJP Generation Rate (Resolution No. 3963 – Amending San Jacinto Power Electric Generation Rates) Resolution No. 3963 Page 2 of 3 matter, the City Council finds and declares the foregoing recitals to be true and correct and incorporates the same as substantive findings herein. SECTION 2. That power generation rates for customers of SJP are amended pursuant to the attached rate schedule and incorporated fully herein, and such rates shall be effective February 21, 2023. SECTION 3. The rates for power generation established by this Resolution may be amended by Resolution of the City Council, subject to compliance with applicable polices and laws relating to the same. SECTION 4. That the City Clerk shall certify to the adoption of this Resolution, and it shall become effective immediately upon adoption. PASSED, APPROVED, and ADOPTED this 7th day of February 2023 by the following vote: AYES: NAYS: ABSENT: ABSTAIN: CITY OF SAN JACINTO: ________________________________ Alonso Ledezma, Mayor ATTEST: Julia Espinoza, City Clerk APPROVED AS TO FORM: BEST, BEST & KRIEGER, LLP. ______________________________ Michael J. Maurer, City Attorney 4.1.a Packet Pg. 449 Attachment: Resolution No. 3963 - SJP Generation Rate (Resolution No. 3963 – Amending San Jacinto Power Electric Generation Rates) Resolution No. 3963 Page 3 of 3 CERTIFICATION STATE OF CALIFORNIA) COUNTY OF RIVERSIDE) ss CITY OF SAN JACINTO) I, Julia Espinoza, City Clerk of the City of San Jacinto, DO HEREBY CERTIFY that the foregoing Resolution No. 3963 was passed, approved, and adopted at the Regular Meeting of the San Jacinto City Council held on the 7th day of February 2023, by the following vote: AYES: NAYS: ABSENT: ABSTAIN: WITNESS MY HAND AND OFFICIAL SEAL this 7th day of February, 2023. ________________________________ Julia Espinoza, City Clerk City of San Jacinto 4.1.a Packet Pg. 450 Attachment: Resolution No. 3963 - SJP Generation Rate (Resolution No. 3963 – Amending San Jacinto Power Electric Generation Rates) SCE SJP SJP SJP EQUIVALENT RATE CURRENT PROPOSED SCHEDULE SCHEDULE UNIT/PERIOD RATE 2023 RATE RESIDENTIAL DOMESTIC (D)DOMESTIC (D) ENERGY CHARGE ($/KWH) All Usage 0.10691 0.15518 DOMESTIC CARE (D-CARE)DOMESTIC CARE (D-CARE) ENERGY CHARGE ($/KWH) All Usage 0.10691 0.15518 TOU-D-A (GF)TOU-D-A (GF) ENERGY CHARGE ($/KWH) SUMMER PEAK 0.26933 0.34966 OFF-PEAK 0.09016 0.15003 SUPER OFF-PEAK 0.06900 0.10771 WINTER PEAK 0.15792 0.21049 OFF-PEAK 0.07804 0.11588 SUPER OFF-PEAK 0.07017 0.11003 TOU-D-B (GF)TOU-D-B (GF) ENERGY CHARGE ($/KWH) SUMMER PEAK 0.39149 0.52073 OFF-PEAK 0.09016 0.14998 SUPER OFF-PEAK 0.04344 0.06230 WINTER PEAK 0.12139 0.19258 OFF-PEAK 0.07804 0.11589 SUPER OFF-PEAK 0.04420 0.06359 TOU-D-T (GF)TOU-D-T (GF) ENERGY CHARGE ($/KWH) SUMMER PEAK 0.14444 0.19496 OFF-PEAK 0.13104 0.17786 WINTER PEAK 0.09684 0.14849 OFF-PEAK 0.08776 0.13561 SAN JACINTO POWER ("SJP") CALENDAR YEAR 2023 PROPOSED RATES RATES EFFECTIVE AS OF 2/21/2023 1 of 13 4.1.b Packet Pg. 451 Attachment: SJP Rate Sheet 2023 (Resolution No. 3963 – Amending San Jacinto Power Electric Generation Rates) SCE SJP SJP SJP EQUIVALENT RATE CURRENT PROPOSED SCHEDULE SCHEDULE UNIT/PERIOD RATE 2023 RATE SAN JACINTO POWER ("SJP") CALENDAR YEAR 2023 PROPOSED RATES RATES EFFECTIVE AS OF 2/21/2023 TOU-D-PRIME TOU-D-PRIME ENERGY CHARGE ($/KWH) SUMMER PEAK 0.26889 0.39127 MID-PEAK 0.13553 0.14365 OFF-PEAK 0.06137 0.09818 WINTER MID-PEAK 0.22704 0.33068 OFF-PEAK 0.05648 0.08441 SUPER OFF-PEAK 0.05648 0.08441 TOU-D-4 TOU-D-4 ENERGY CHARGE ($/KWH) SUMMER PEAK 0.20435 0.28106 MID-PEAK 0.10787 0.17696 OFF-PEAK 0.08148 0.11619 WINTER MID-PEAK 0.14097 0.21582 OFF-PEAK 0.10125 0.13991 SUPER OFF-PEAK 0.07824 0.12107 TOU-D-5 TOU-D-5 ENERGY CHARGE ($/KWH) SUMMER PEAK 0.32159 0.41634 MID-PEAK 0.16044 0.24290 OFF-PEAK 0.07131 0.10798 WINTER MID-PEAK 0.20764 0.29734 OFF-PEAK 0.09777 0.13884 SUPER OFF-PEAK 0.06976 0.10998 2 of 13 4.1.b Packet Pg. 452 Attachment: SJP Rate Sheet 2023 (Resolution No. 3963 – Amending San Jacinto Power Electric Generation Rates) SCE SJP SJP SJP EQUIVALENT RATE CURRENT PROPOSED SCHEDULE SCHEDULE UNIT/PERIOD RATE 2023 RATE SAN JACINTO POWER ("SJP") CALENDAR YEAR 2023 PROPOSED RATES RATES EFFECTIVE AS OF 2/21/2023 TOU-EV-1 (GF)TOU-EV-1 (GF) ENERGY CHARGE ($/KWH) SUMMER PEAK 0.36669 OFF-PEAK 0.06184 WINTER PEAK 0.15865 OFF-PEAK 0.07498 COMMERCIAL, INDUSTRIAL AND GENERAL SERVICE TOU-8-SEC-R (GF)TOU-8-SEC-R (GF) ENERGY CHARGE ($/KWH) SUMMER PEAK 0.26426 0.28103 MID-PEAK 0.10761 0.13699 OFF-PEAK 0.05768 0.08987 WINTER MID-PEAK 0.08032 0.12019 OFF-PEAK 0.04900 0.07598 TOU-8-SEC-E TOU-8-SEC-E ENERGY CHARGE ($/KWH) SUMMER PEAK 0.36735 MID-PEAK 0.12042 OFF-PEAK 0.08316 WINTER MID-PEAK 0.14083 OFF-PEAK 0.09578 SUPER OFF-PEAK 0.05258 DEMAND CHARGE ($/KW) SUMMER TR PEAK 6.47 WINTER TR MID-PEAK 2.92 TOU-8-SEC-D TOU-8-SEC-D ENERGY CHARGE ($/KWH) SUMMER PEAK 0.09191 0.13159 MID-PEAK 0.08244 0.12042 OFF-PEAK 0.05166 0.08316 3 of 13 4.1.b Packet Pg. 453 Attachment: SJP Rate Sheet 2023 (Resolution No. 3963 – Amending San Jacinto Power Electric Generation Rates) SCE SJP SJP SJP EQUIVALENT RATE CURRENT PROPOSED SCHEDULE SCHEDULE UNIT/PERIOD RATE 2023 RATE SAN JACINTO POWER ("SJP") CALENDAR YEAR 2023 PROPOSED RATES RATES EFFECTIVE AS OF 2/21/2023 WINTER MID-PEAK 0.06854 0.09523 OFF-PEAK 0.05719 0.09578 SUPER OFF-PEAK 0.03588 0.05258 DEMAND CHARGE ($/KW) SUMMER TR PEAK 26.05 22.98 WINTER TR MID-PEAK 5.09 7.04 TOU-8-PRI-R (GF)TOU-8-PRI-R (GF) ENERGY CHARGE ($/KWH) SUMMER PEAK 0.26104 0.27153 MID-PEAK 0.10089 0.12866 OFF-PEAK 0.05436 0.08639 WINTER MID-PEAK 0.07935 0.12457 OFF-PEAK 0.04688 0.07466 TOU-GS-1-A (GF)TOU-GS-1-A (GF) ENERGY CHARGE ($/KWH) SUMMER PEAK 0.15170 0.19767 MID-PEAK 0.14206 0.18520 OFF-PEAK 0.13630 0.17839 WINTER MID-PEAK 0.09375 0.13283 OFF-PEAK 0.08415 0.12003 TOU-GS-1-E TOU-GS-1-E ENERGY CHARGE ($/KWH) SUMMER PEAK 0.36389 0.54219 MID-PEAK 0.14385 0.14792 OFF-PEAK 0.09037 0.10713 WINTER MID-PEAK 0.16681 0.22197 OFF-PEAK 0.07894 0.12547 SUPER OFF-PEAK 0.04978 0.06818 4 of 13 4.1.b Packet Pg. 454 Attachment: SJP Rate Sheet 2023 (Resolution No. 3963 – Amending San Jacinto Power Electric Generation Rates) SCE SJP SJP SJP EQUIVALENT RATE CURRENT PROPOSED SCHEDULE SCHEDULE UNIT/PERIOD RATE 2023 RATE SAN JACINTO POWER ("SJP") CALENDAR YEAR 2023 PROPOSED RATES RATES EFFECTIVE AS OF 2/21/2023 TOU-GS-1-B (GF)TOU-GS-1-B (GF) ENERGY CHARGE ($/KWH) SUMMER PEAK 0.11000 MID-PEAK 0.10320 OFF-PEAK 0.09949 WINTER MID-PEAK 0.13283 OFF-PEAK 0.12003 DEMAND CHARGE ($/KW) SUMMER TR PEAK 14.90 SUMMER TR MID-PEAK 4.84 TOU-GS-1-D TOU-GS-1-D ENERGY CHARGE ($/KWH) SUMMER PEAK 0.10775 0.14891 MID-PEAK 0.09743 0.13494 OFF-PEAK 0.06250 0.09013 WINTER MID-PEAK 0.10150 0.14050 OFF-PEAK 0.07187 0.10063 SUPER OFF-PEAK 0.05353 0.07651 DEMAND CHARGE ($/KW) SUMMER TR PEAK 17.06 20.30 WINTER TR MID-PEAK 3.96 6.24 TOU-GS-1-LG TOU-GS-1-LG ENERGY CHARGE ($/KWH) SUMMER PEAK 0.36389 0.54219 MID-PEAK 0.14385 0.14792 OFF-PEAK 0.09037 0.10713 WINTER MID-PEAK 0.16681 0.22197 OFF-PEAK 0.07894 0.12547 SUPER OFF-PEAK 0.04978 0.06818 5 of 13 4.1.b Packet Pg. 455 Attachment: SJP Rate Sheet 2023 (Resolution No. 3963 – Amending San Jacinto Power Electric Generation Rates) SCE SJP SJP SJP EQUIVALENT RATE CURRENT PROPOSED SCHEDULE SCHEDULE UNIT/PERIOD RATE 2023 RATE SAN JACINTO POWER ("SJP") CALENDAR YEAR 2023 PROPOSED RATES RATES EFFECTIVE AS OF 2/21/2023 TOU-GS-2-R (GF)TOU-GS-2-R (GF) ENERGY CHARGE ($/KWH) SUMMER PEAK 0.27461 0.34111 MID-PEAK 0.12686 0.16477 OFF-PEAK 0.06839 0.09541 WINTER MID-PEAK 0.09315 0.12701 OFF-PEAK 0.05733 0.07714 TOU-GS-2-E TOU-GS-2-E ENERGY CHARGE ($/KWH) SUMMER PEAK 0.40945 0.47086 MID-PEAK 0.09562 0.13151 OFF-PEAK 0.06135 0.08621 WINTER MID-PEAK 0.13004 0.15054 OFF-PEAK 0.06789 0.09925 SUPER OFF-PEAK 0.04266 0.05454 DEMAND CHARGE ($/KW) SUMMER TR PEAK 5.00 7.23 WINTER TR MID-PEAK 0.97 2.80 TOU-GS-2-B (GF)TOU-GS-2-B (GF) ENERGY CHARGE ($/KWH) SUMMER PEAK 0.07625 0.10544 MID-PEAK 0.07133 0.09896 OFF-PEAK 0.06839 0.09541 WINTER MID-PEAK 0.09315 0.12701 OFF-PEAK 0.05733 0.07714 DEMAND CHARGE ($/KW) SUMMER TR PEAK 16.14 17.84 SUMMER TR MID-PEAK 5.36 6.00 6 of 13 4.1.b Packet Pg. 456 Attachment: SJP Rate Sheet 2023 (Resolution No. 3963 – Amending San Jacinto Power Electric Generation Rates) SCE SJP SJP SJP EQUIVALENT RATE CURRENT PROPOSED SCHEDULE SCHEDULE UNIT/PERIOD RATE 2023 RATE SAN JACINTO POWER ("SJP") CALENDAR YEAR 2023 PROPOSED RATES RATES EFFECTIVE AS OF 2/21/2023 TOU-GS-2-D TOU-GS-2-D ENERGY CHARGE ($/KWH) SUMMER PEAK 0.10657 0.14374 MID-PEAK 0.09562 0.13151 OFF-PEAK 0.06135 0.08621 WINTER MID-PEAK 0.08132 0.09869 OFF-PEAK 0.06789 0.09925 SUPER OFF-PEAK 0.04266 0.05454 DEMAND CHARGE ($/KW) SUMMER TR PEAK 22.99 25.74 WINTER TR MID-PEAK 4.66 6.75 TOU-GS-3-R (GF)TOU-GS-3-R (GF) ENERGY CHARGE ($/KWH) SUMMER PEAK 0.24043 0.28297 MID-PEAK 0.11103 0.14204 OFF-PEAK 0.06340 0.09111 WINTER MID-PEAK 0.08070 0.12645 OFF-PEAK 0.05365 0.07575 TOU-GS-3-E TOU-GS-3-E ENERGY CHARGE ($/KWH) SUMMER PEAK 0.35913 0.38494 MID-PEAK 0.08863 0.12228 OFF-PEAK 0.05752 0.08419 WINTER MID-PEAK 0.11344 0.15212 OFF-PEAK 0.06363 0.09695 SUPER OFF-PEAK 0.04004 0.05329 DEMAND CHARGE ($/KW) SUMMER TR PEAK 4.74 6.22 WINTER TR MID-PEAK 0.82 3.30 7 of 13 4.1.b Packet Pg. 457 Attachment: SJP Rate Sheet 2023 (Resolution No. 3963 – Amending San Jacinto Power Electric Generation Rates) SCE SJP SJP SJP EQUIVALENT RATE CURRENT PROPOSED SCHEDULE SCHEDULE UNIT/PERIOD RATE 2023 RATE SAN JACINTO POWER ("SJP") CALENDAR YEAR 2023 PROPOSED RATES RATES EFFECTIVE AS OF 2/21/2023 TOU-GS-3-B (GF)TOU-GS-3-B (GF) ENERGY CHARGE ($/KWH) SUMMER PEAK 0.10068 MID-PEAK 0.09434 OFF-PEAK 0.09111 WINTER MID-PEAK 0.12645 OFF-PEAK 0.07575 DEMAND CHARGE ($/KW) SUMMER TR PEAK 14.80 SUMMER TR MID-PEAK 4.95 TOU-GS-3-D TOU-GS-3-D ENERGY CHARGE ($/KWH) SUMMER PEAK 0.09882 0.13361 MID-PEAK 0.08863 0.12228 OFF-PEAK 0.05752 0.08419 WINTER MID-PEAK 0.07623 0.09639 OFF-PEAK 0.06363 0.09695 SUPER OFF-PEAK 0.04004 0.05329 DEMAND CHARGE ($/KW) SUMMER TR PEAK 21.82 22.10 WINTER TR MID-PEAK 3.96 7.99 AGRICULTURAL AND PUMPING TOU-PA-2-A (GF)TOU-PA-2-A (GF) ENERGY CHARGE ($/KWH) SUMMER PEAK 0.24552 0.30148 MID-PEAK 0.10067 0.14046 OFF-PEAK 0.06275 0.09679 WINTER MID-PEAK 0.08505 0.13043 OFF-PEAK 0.05515 0.08796 8 of 13 4.1.b Packet Pg. 458 Attachment: SJP Rate Sheet 2023 (Resolution No. 3963 – Amending San Jacinto Power Electric Generation Rates) SCE SJP SJP SJP EQUIVALENT RATE CURRENT PROPOSED SCHEDULE SCHEDULE UNIT/PERIOD RATE 2023 RATE SAN JACINTO POWER ("SJP") CALENDAR YEAR 2023 PROPOSED RATES RATES EFFECTIVE AS OF 2/21/2023 TOU-PA-2-E4to9 TOU-PA-2-E4to9 ENERGY CHARGE ($/KWH) SUMMER PEAK 0.37901 0.47526 MID-PEAK 0.08620 0.13238 OFF-PEAK 0.05740 0.08931 WINTER MID-PEAK 0.08492 0.13162 OFF-PEAK 0.06714 0.10576 SUPER OFF-PEAK 0.05702 0.09104 TOU-PA-2-E5to8 TOU-PA-2-E5to8 ENERGY CHARGE ($/KWH) SUMMER PEAK 0.61128 0.78722 MID-PEAK 0.13830 0.26744 OFF-PEAK 0.05778 0.08400 WINTER MID-PEAK 0.08537 0.13221 OFF-PEAK 0.06750 0.10623 SUPER OFF-PEAK 0.05732 0.09145 TOU-PA-2-B (GF)TOU-PA-2-B (GF) ENERGY CHARGE ($/KWH) SUMMER PEAK 0.06996 0.10699 MID-PEAK 0.06452 0.09926 OFF-PEAK 0.06275 0.09679 WINTER MID-PEAK 0.08505 0.13043 OFF-PEAK 0.05515 0.08796 DEMAND CHARGE ($/KW) SUMMER TR PEAK 10.53 10.04 SUMMER TR MID-PEAK 3.21 3.07 9 of 13 4.1.b Packet Pg. 459 Attachment: SJP Rate Sheet 2023 (Resolution No. 3963 – Amending San Jacinto Power Electric Generation Rates) SCE SJP SJP SJP EQUIVALENT RATE CURRENT PROPOSED SCHEDULE SCHEDULE UNIT/PERIOD RATE 2023 RATE SAN JACINTO POWER ("SJP") CALENDAR YEAR 2023 PROPOSED RATES RATES EFFECTIVE AS OF 2/21/2023 TOU-PA-2-D4to9 TOU-PA-2-D4to9 ENERGY CHARGE ($/KWH) SUMMER PEAK 0.09609 0.14470 MID-PEAK 0.08620 0.13238 OFF-PEAK 0.05740 0.08931 WINTER MID-PEAK 0.07311 0.11440 OFF-PEAK 0.05774 0.09206 SUPER OFF-PEAK 0.04898 0.07935 DEMAND CHARGE ($/KW) SUMMER TR PEAK 13.94 14.15 WINTER TR MID-PEAK 2.45 3.19 TOU-PA-2-D5to8 TOU-PA-2-D5to8 ENERGY CHARGE ($/KWH) SUMMER PEAK 0.15522 0.28130 MID-PEAK 0.13830 0.26562 OFF-PEAK 0.05778 0.08345 WINTER MID-PEAK 0.07350 0.12038 OFF-PEAK 0.05804 0.09682 SUPER OFF-PEAK 0.04925 0.08341 DEMAND CHARGE ($/KW) SUMMER TR PEAK 13.94 13.44 WINTER TR MID-PEAK 2.53 2.14 TOU-PA-3-A (GF)TOU-PA-3-A (GF) ENERGY CHARGE ($/KWH) SUMMER PEAK 0.23695 0.26247 MID-PEAK 0.08954 0.12114 OFF-PEAK 0.05568 0.08469 WINTER MID-PEAK 0.07421 0.11308 OFF-PEAK 0.04936 0.08026 10 of 13 4.1.b Packet Pg. 460 Attachment: SJP Rate Sheet 2023 (Resolution No. 3963 – Amending San Jacinto Power Electric Generation Rates) SCE SJP SJP SJP EQUIVALENT RATE CURRENT PROPOSED SCHEDULE SCHEDULE UNIT/PERIOD RATE 2023 RATE SAN JACINTO POWER ("SJP") CALENDAR YEAR 2023 PROPOSED RATES RATES EFFECTIVE AS OF 2/21/2023 TOU-PA-3-E4to9 TOU-PA-3-E4to9 ENERGY CHARGE ($/KWH) SUMMER PEAK 0.34353 0.40702 MID-PEAK 0.07600 0.11565 OFF-PEAK 0.05095 0.07829 WINTER MID-PEAK 0.08946 0.13901 OFF-PEAK 0.07085 0.11175 SUPER OFF-PEAK 0.02446 0.04383 TOU-PA-3-E5to8 TOU-PA-3-E5to8 ENERGY CHARGE ($/KWH) SUMMER PEAK 0.56571 0.59387 MID-PEAK 0.12413 0.21456 OFF-PEAK 0.05004 0.07813 WINTER MID-PEAK 0.09340 0.14515 OFF-PEAK 0.07397 0.11664 SUPER OFF-PEAK 0.02560 0.04561 TOU-PA-3-B (GF)TOU-PA-3-B (GF) ENERGY CHARGE ($/KWH) SUMMER PEAK 0.06209 0.09355 MID-PEAK 0.05711 0.08672 OFF-PEAK 0.05568 0.08469 WINTER MID-PEAK 0.07421 0.11308 OFF-PEAK 0.04936 0.08026 DEMAND CHARGE ($/KW) SUMMER TR PEAK 11.69 10.62 SUMMER TR MID-PEAK 3.17 3.11 11 of 13 4.1.b Packet Pg. 461 Attachment: SJP Rate Sheet 2023 (Resolution No. 3963 – Amending San Jacinto Power Electric Generation Rates) SCE SJP SJP SJP EQUIVALENT RATE CURRENT PROPOSED SCHEDULE SCHEDULE UNIT/PERIOD RATE 2023 RATE SAN JACINTO POWER ("SJP") CALENDAR YEAR 2023 PROPOSED RATES RATES EFFECTIVE AS OF 2/21/2023 TOU-PA-3-D4to9 TOU-PA-3-D4to9 ENERGY CHARGE ($/KWH) SUMMER PEAK 0.08473 0.12631 MID-PEAK 0.07600 0.11565 OFF-PEAK 0.05095 0.07829 WINTER MID-PEAK 0.06759 0.09882 OFF-PEAK 0.05640 0.09942 SUPER OFF-PEAK 0.03541 0.05464 DEMAND CHARGE ($/KW) SUMMER TR PEAK 14.15 15.08 WINTER TR MID-PEAK 2.50 3.26 TOU-PA-3-D5to8 TOU-PA-3-D5to8 ENERGY CHARGE ($/KWH) SUMMER PEAK 0.13933 0.22717 MID-PEAK 0.12413 0.21456 OFF-PEAK 0.05004 0.07813 WINTER MID-PEAK 0.06672 0.10180 OFF-PEAK 0.05565 0.10242 SUPER OFF-PEAK 0.03492 0.05612 DEMAND CHARGE ($/KW) SUMMER TR PEAK 14.76 12.53 WINTER TR MID-PEAK 3.12 2.86 STREET AND OUTDOOR LIGHTING AL-2, LS-1, LS-2, LS-3, OL-1 LS-1 ENERGY CHARGE ($/KWH) 0.05244 0.08514 TC-1 TC-1 ENERGY CHARGE ($/KWH) 0.08028 0.12058 12 of 13 4.1.b Packet Pg. 462 Attachment: SJP Rate Sheet 2023 (Resolution No. 3963 – Amending San Jacinto Power Electric Generation Rates) SCE SJP SJP SJP EQUIVALENT RATE CURRENT PROPOSED SCHEDULE SCHEDULE UNIT/PERIOD RATE 2023 RATE SAN JACINTO POWER ("SJP") CALENDAR YEAR 2023 PROPOSED RATES RATES EFFECTIVE AS OF 2/21/2023 SJP EVERGREEN (100% RENEWABLE) ENERGY CHARGE ($/KWH) NON-RESIDENTIAL 0.01500 0.01500 ENERGY CHARGE ($/MONTH) RESIDENTIAL CARE 5.00 5.00 ENERGY CHARGE ($/MONTH) RESIDENTIAL 10.00 10.00 NET ENERGY METERING OPTION (SJP NEM) Customers with behind-the-meter generation can elect the NEM option and receive a payment or credit of $0.06/kWh for annual excess gene Customers electing the 100% renewable service option will pay the applicable rate for the basic 35% renewable service option plus the 65% renewable premium charge. 13 of 13 4.1.b Packet Pg. 463 Attachment: SJP Rate Sheet 2023 (Resolution No. 3963 – Amending San Jacinto Power Electric Generation Rates) February 7, 2023 TO: City Council REQUESTED BY: Stuart McKibbin, City Engineer APPROVED BY: Robert A. Johnson, City Manager SUBJECT: San Jacinto Ave. & Shaver St. Traffic Signal Installation & Signal Interconnectivity between Seventh RECOMMENDATION: Staff recommends that the City Council approve the plans and specifications for the San Jacinto Avenue and Shaver Street Traffic Signal Installation and Signal Interconnectivity between Seventh Street and Esplanade Avenue Project (CIP 19-001); Award the construction contract to Elecnor Belco Electric, Inc., for the sum of $789,446; Allocate 10% of the bid amount for soft costs and 10% for construction contingencies; Reject all other bids; Authorize the City Manager to execute the construction contract; and Allocate an additional $378,657 from Measure A to the project. DISCUSSION: Over the past several years, the City’s Engineering team has completed the warrants for the proposed traffic signal and has been in the process of purchasing necessary right -of-way to install the new signalization and complete the project. The right -of-way acquisition and approval from CalTrans hurdles are now complete, and the project is moving forward. The project involves the installation of a traffic signal at Shaver Street and San Jacinto Avenue, as well as street improvements and the installation of sidewalk to accommodate the new traffic signal. Traffic signal modifications to the traffic signals at the intersections of San Jacinto Avenue and Seventh Street, and San Jacinto Avenue and Esplanade Avenue, are included in the project. Construction is planned to begin March 2023, and 90 working days have been allocated to complete the project. On January 19, 2023, six bids were opened via Planet Bids for the San Jacinto Avenue and Shaver Street Traffic Signal Installation and Signal Interconnectivity between Seventh Street and Esplanade Avenue Project. Bids ranged from $789,446 to $1,108,352. Elecnor Belco Electric, Inc. submitted the lowest bid. The City Engineer reviewed the proposal and found it to be responsive and responsible to the bid package. The City Engineer’s Office has contacted the Contractor’s references, and all references responded that the contractor’s work was satisfactory. The project’s available budget is $568,679, $467,280 of which is funded by Federal Grant funds, and $101,399 is funded by Highway 79 funds. To cover the expenditures, including 5.1 Packet Pg. 464 contingencies and soft costs, Staff recommends that the City Council authorize an additional $378,657 from Measure A fund to the project budget. Funding is available to cover the cost of the project. Staff recommends that the City Council approve the plans and specifications, award the project to Elecnor Belco Electric, Inc., reject all other bids, and authorize 10% of the bid amount for construction contingencies, and 10% of the bid amount for soft costs (inspection, contract administration, survey, geotechnical testing), and authorize the City Manager to execute the construction contract. FISCAL IMPACT: Funding Budget $ 790,786 Lifetime-to-Date Expenditures $ 222,107 Adjusted Budget $ 568,679 Costs Construction Contract $ 789,446 Soft Costs $ 78,945 Contingences $ 78,945 Construction Contract Total $ 947,336 Additional Measure A Funds Required $ 378,657 Award of the contract requires City Council approval of a $378,657 appropriation from the Measure A Fund. Adequate funds are available in the Measure A Fund to cover the additional project costs. This project will have no impact to the General Fund. ATTACHMENTS: Vicinty Map Bid Results 5.1 Packet Pg. 465 W ESPLANADE AVE. E 7TH ST.VICINITY MAPSAN JACINTO AVE. & SHAVER ST. TRAFFIC SIGNAL INSTALLATIONEETTIRIRKKAALLLEGEND:& SIGNAL INTERCONNECTIVITY BETWEEN 7TH ST. & ESPLANADE AVE.SAN JACINTO AVE.5.1.aPacket Pg. 466Attachment: Vicinty Map (San Jacinto Ave. & Shaver St. Traffic Signal Installation & Signal Interconnectivity between Seventh) 5.1.b Packet Pg. 467 Attachment: Bid Results (San Jacinto Ave. & Shaver St. Traffic Signal Installation & Signal Interconnectivity between Seventh)