SOW 612-26-012 Replace Martinez DI system to RO 12232025 Revision1.pdf

STATEMENT OF WORK

FOR

DESIGN BUILD SERVICES

Replace Martinez DI system to RO

Project 612-26-012 December 23, 2025

VA NORTHERN CALIFORNIA HEALTH CARE SYSTEM

MARTINEZ, CALIFORNIA

1. PROJECT PURPOSE AND INTENT

1.1. This Statement of Work (SOW) includes the furnishing of all labor, materials, equipment, supervision, administrative support, and any necessary professional engineering services required for the Design Build effort described therein.

1.2. The purpose of this project is to replace the Building 19 2nd floor SPS De-Ionized (DI) Water Filter Systems with a Reverse Osmosis (RO) water system. As well as the demolition and replacement of the associated water piping for the new RO system for the Sterile Processing Department (SPS).

1.3. The Building 19 (B19) SPS services the Martinez Building 19; 2 ORs, as well as 3 GI procedure rooms, and processing of off-site equipment delivered from the Mare Island dental facility. They see an estimated 12 OR cases per day, an additional 12 GI procedures and see deliveries from the off-site dental facility twice per day.

1.4. The existing DI system supplies de-ionized water to a Steris AMSCO 7052HO washer, and a sink mounted tap. The DI system water is also used to lower the contaminant concentration in our utility water that is used by the two Steris sterilizer, by mixing the utility water with the DI water. The new RO system will supply water to the Steris AMSCO 7052HO washer, the sink mounted faucet, as well as an Innowave PCF Ultrasonic Irrigator. And will not supply any water to the sterilizers. The washer and ultrasonic each see about 9 loads per day. With the faucet being left on for long periods of time to help with moving water through the lines.

1.5. The Design Build (DB) contractor shall furnish:

1.5.1. Design: All design Architect and Engineering (AE) services, materials, supplies, equipment, investigations and project supervision, and construction period services associated with this contract. Design shall meet Veteran’s Affair (VA) Design Guides and Design Criteria and VA Master Specifications at the technical information library TIL (www.cfm.va.gov/TIL), including providing a RO water system and piping that meets VA physical security design guide requirements and access requirements per VA Design guide. Design shall follow all current applicable codes and standards, including, but not limited to, International Building Codes (IBC), National Fire Protection Association (NFPA), Occupational Safety and Health Administration (OSHA), and ANSI/AAMI ST108.

1.5.2. Construction: All labor, materials, supervision, and administration for the complete construction of the project.

1.6. The Design Build Contractor (DB Contractor) shall consider the current utility room where the RO system will be installed, along with existing equipment in the room and the equipment it will serve, (Steris washer, sink faucet, and Innowave Ultrasonic) and design and install the RO system for the space and is within the approved budget.

1.7. The expectation is surface mounted equipment without intruding into the wall. This is to reduce the dust created and assist in future maintenance.

1.8. The DB Contractor will need to follow VA ICRA requirements. An ICRA level 4 will be required for the project. Including hard barriers and ante-room.

1.9. The DB Contractor shall assume there will be no staging area.

1.10. A preliminary/pre-proposal site visit is strongly encouraged. Design-Build contractor to coordinate site visit(s) with the Contracting Officer CO. Contractor(s) must take appropriate safety precautions when conducting field investigations and notify the COR of any/all hazardous material, substances and/or circumstance discoveries. VA http://www.cfm.va.gov/TIL will provide on-file site drawings for applicable disciplines (i.e. Site, Civil, Architectural, Structural, Seismic, Plumbing, Fire Protection, Mechanical, Electrical, etc.). Not all drawings are in electronic format or up to date, but available as-builts will be provided. The Design-Build contractor shall be responsible for field verification of existing conditions of all utilities, structures, and barriers.

1.11. The project is located at the Martinez VA Campus, located at 150 Muir Road, Martinez, CA 94553.

2. PROJECT OBJECTIVES

2.1. The Design Build Contractor shall provide a fully functional and complete Reverse Osmosis water system for the Veteran’s Affairs Northern California Health Care System (VANCHCS) Martinez Campus. The new system must follow ANSI/AAMI ST108 standard.

2.2. The Design Build Contractor for this design project shall provide services to include site visits, field investigation, studies, and user interviews to prepare drawings, specifications, and cost estimates for all facets of work and disciplines/trades to facilitate the replacement of a DI water treatment system with the installation of a RO water treatment system. Some renovations to the space as well as the existing piping will be necessary in order to tie in the new RO system.

This project will also look at how to perform this replacement work as well as the needed water piping while keeping the facility operational.

The project will also correct numerous condition deficiencies particularly those that relate to the essential plumbing systems needed for a fully functional water treatment system. All existing DI associated plumbing will be removed by the contractor to make way for the new system.

The DB shall prepare an analysis of the current and future workloads, to determine the size of the RO water treatment system. DB shall work with VA to provide a water treatment system that utilizes the space efficiently and facilitates ease of maintenance, water sampling for testing and troubleshooting.

The RO system will serve the Sterile Processing Services (SPS) which supports 2 Operating Rooms, 3 GI rooms and an off-site dental clinic, with 12 chairs.

2.3. The Design Build Contractor shall prepare an analysis of the expected loads on the RO system to determine the optimal system.

2.3.1. There are 8 – 12 OR cases per day, 7 – 12 GI cases per day, and two deliveries per day of equipment from the Mare Island Dental clinic. The washer and ultrasonic see about 9 loads per day each. With the faucet being used as needed.

2.3.2. The existing DI system serves the washer, faucet and partial water for the Steris sterilizers. With a total daily usage of about 75 - 150 gallons of DI water.

2.3.3. The RO system will serve the washer and ultrasonic as well as the faucet.

2.4. The Design Build Contractor shall provide a RO water system design that efficiently utilizes the 143 sqft equipment room (C253) part of which is taken up by the Steris sterilizers, and fits the approved budget for this project.

2.5. The Design Build Contractor shall provide a RO water system and water piping that facilitates future maintenance, and usual work other such as water sampling and testing.

2.6. The Design Build Contractor shall provide third party commissioning of RO system and pay all the required commissioning fees as needed or required. The vendor of the system will sign off on commissioning.

3. PROJECT SCOPE

3.1. All work done in the equipment room and SPS area, will need to be done following SPS and Infection Control Rist Assessment (ICRA) protocols.

3.2. Prior to the construction phase 100% design must be approved and signed off.

3.3. Prior to the start of construction, all submittals need to be approved.

3.4. The DB contractor will dispose of all equipment components demolished or replaced as part of this project. The contractor will remove all DI-related plumbing and conduit conductors, and hangers, if any, associated with work in this contract. All penetrations shall be patched or filled, by the contractor in relation to the work performed in this scope. There shall be no dead legs in the plumbing in relation to the work performed in this scope. The Design Build Contractor shall report any discrepancies to the Contracting Officer Representative (COR).

3.5. The DB Contractor shall also include floor patching, ceiling and wall work to include patching and painting and general renovations to the space.

3.6. Regular prep-work for the demolition and replacement shall be during normal hours, 8:00 AM to 4:00 PM Monday through Friday, except holidays, unless requested and approved. The contractor shall submit to the COR for approval, in writing, a notice of its desire to work during any period/hours other than the standard. Notice shall include a detailed description of the type of work to be performed and its location. Any work that creates excessive noise or impacts patient operations, disturb patients or staff is to be accomplished on weekends or outside of VA Martinez Campus normal operations hours.

3.7. The DB Contractor shall assume that there are no staging areas available within the facility premises. The DB Contractor shall hold and store all material. The Contractor shall note that there is absolutely NO Contractor employee parking in ‘Patient Parking’ designated areas. Contractor employees may be allowed to park in ‘Employee Parking’ only at the discretion of the COR, depending on availability. VANCHCS will not invalidate or make reimbursement for parking violations for the Contractor under any conditions.

3.8. As-build drawings and photos provided are for information purposes only, contractors are to field verify when visiting the site.

3.9. Full demolition and replacement of system and piping shall be completed after normal hours, within a three day weekend from Friday 6:30pm to Monday 6:00am

3.10. Testing and Commissioning of the system will need to be coordinated for the same weekend as the installation of the new system.

3.10.1. The vendor will need to be on site for testing and commissioning. The vendor will sign off on the system.

3.11. The vendor will provide system sanitization steps prior to project closeout for maintenance purposes. This is critical for properly maintaining the system when elevated HPC or endotoxin is present.

3.12. The vendor will provide names and part numbers for all equipment, filters, and consumables in the system prior to closeout.

3.13. All utilities and telecom outages shall be conducted after normal operation hours.

Submit outage plan and Method of Procedure (MOP) notice thirty (30) calendar days in advance of the anticipated outage date, for all modifications to utility systems affected including electrical, plumbing, lighting, etc.

3.14. Design and install a new RO System following manufacturer recommendation.

The design configurations shall be a reverse osmosis and de-ionization.

3.14.1. Prior to designing the new system, water sampling, pressure testing, and flow testing of the existing system must be done. The existing system has be checked prior so that the new system can be designed around facility limitations. To understand the baseline parameters before designing the system, the contractor will sample for PH, alkalinity, hardness, conductivity, HPC, and endotoxins.

3.14.2. The DB Contractor shall properly size the RO system based on the water supply and demand from the SPS.

Design Parameters:

Normal System Flow: 10 – 25gpm Maximum System Flow: 25gpm Daily Water Usage: 550 us gallons Daily Hours of Water Demand: 11.5 hrs (0700 – 1830 ) Operating Temperature Range: 70 to 86 degrees F

3.15. A new Reverse Osmosis (RO) water system shall include a minimum size 100 gallon of storage in two tanks, a return to keep the water circulating and continuously filtered, and a minimum sized 100-gallon neutralization tank with backflow preventers, to protect the building’s water supply. The design build contractor shall size and design the storage based on the system size and needs as well as meeting VA spec and design guides ect. 100 gallons is an estimated size based on internal research.

3.16. See additional AE Design requirements below in Design Requirements. The scope of AE services shall include the following:

3.16.1. Development of a complete stamped and signed design package including all appropriate trades which, at a minimum, should include architectural, civil, structural, mechanical, electrical, low voltage, and plumbing for the project.

3.16.2. Development of a schedule using the Critical Path Method, showing critical milestones, and permit submittals. For example, shutdown requests and Infectious Control paperwork.

3.16.3. AE Design Development:

After Notice to Proceed, the Design Build Contractor shall schedule and discuss overall vison of RO system and importance of various design elements with VA key personnel. For the 25% Design Development drawings, the Design Build Contractor shall provide a 25% design submittal on the RO water system and how it will be incorporated into the existing/remaining system and room. The design parameters shall be discussed during the early kick off phase of the design project.

3.16.4. During design development the plan to replace the existing DI system with the RO system in 59.5hrs. Over the three day weekend, Friday 6:30pm to Monday 6:00am will be discussed and put to paper.

3.16.5. The system shall include multiple water sampling port locations, including at each source of RO water (Steris washer, Innowave PCF ultrasonic irrigator, sink), the return line before the tank, after the endotoxin filter, and at the utility water source just before it enters the RO system but before any filtering occurs. Water sampling ports must be labcock style and must be easily accessible for sampling and maintenance. There will be no tubing off labcock sample ports. Water sampling locations to be near drains. There shall be no dead legs larger than 6 times the diameter of the piping.

3.16.6. Flow meters shall be also included as part of the system. As well as pressure gauges to ensure visual confirmation of system operation.

3.16.7. RO storage tank shall have low and high level sensors

3.16.8. Additional valve work for main line to replace old valves with ball valves.

4. DESIGN REQUIREMENT

4.1. This design shall meet ANSI/AAMI ST108 standard.

4.2. VA design instructions, guide specifications and reference material are available at the

VA Office of Facilities Management website http://www.cfm.va.gov/TIL/. This design shall meet all VA requirements.

4.3. Utilize Design Build Architect-Engineer (DB AE) Submission Instructions, Volume DB as detailed at VA website http://www.cfm.va.gov/cfm/contract/ae/aesubmin.doc unless otherwise changed by this SOW.

4.4. Site Design Data. The DB AE shall perform field reconnaissance of the room and surrounding area, surveys, site investigations, and all other activities required to obtain engineering information and design data for the accomplishment of the contract documents per this Statement of Work.

4.5. VA Criteria Deviation Log. VA criteria must be strictly followed unless approved otherwise by the Contracting Officer. Any approved deviations must be maintained in a Deviation Log.

5. DESIGN DELIVERABLES

5.1. Project Schedule. A project schedule indicating design time, phasing, durations, construction activities, critical site visit milestones, and utility shutdowns that will have large impact to buildings or campus utilities

5.2. VA Criteria Deviation Log. VA criteria must be strictly followed unless approved otherwise by the Contracting Officer. Any approved deviations must be maintained in a Deviation Log.

5.3. The use of a web based submittal system, IE Submittal Exchange, Procore, etc.

identifying every submittal required by the drawing specifications. The DB AE shall provide a draft submittal register at the 100% drawing submittal.

http://www.cfm.va.gov/TIL/ http://www.cfm.va.gov/cfm/contract/ae/aesubmin.doc

5.4. Drawings and Specifications. The items specified below may not include all required deliverables. Provide other required deliverables as required in the VA’s Technical Information Library and VA design guides.

5.5. Submittals:

5.5.1. Hard Copy: Specifications shall be single spaced, double sided, 3-hole (3/8th inch holes) punch, in a notebook. Drawings shall be on 24-lb bond paper, bound unless otherwise noted. Drawing size: full size 42x30, half size 22x16.

5.5.2. Electronic Files (AutoCAD, PDF, Word, etc.). Must be provided in editable format. Electronic filenames shall include both the drawing/spec number and the drawing/spec name in the order.

5.5.3. 25% Schematic Submission: Hard Copy: 3 half-size drawings, 2 sets of specifications (table of contents indicating intended spec sections), investigation reports, design calculations, space planning data, and cost estimate. Electronic: All documents in electronic format, drawings and renderings (in AutoCAD and PDF), construction schedule, specs in both MS WORD and PDF, VA Criteria Deviation Log, etc.

5.5.4. 75% Design Submission: Hard Copy: 3 full-size set of drawings, 3 half-size drawings, 2 sets of specifications (table of contents indicating intended spec sections), investigation reports, design calculations, space planning data, construction schedule, and cost estimate. Electronic: All documents in electronic format, drawings and renderings (in AutoCAD and PDF), construction schedule, specs in both MS WORD and PDF, VA Criteria Deviation Log, etc.d

5.5.5. 100% Design Submission: Hard Copy: 3 full-size set of drawings, 3 half-size drawings, 2 sets of specifications (table of contents indicating intended spec sections), investigation reports, design calculations, space planning data, construction schedule, and cost estimate. Electronic: All documents in electronic format, drawings and renderings (in AutoCAD and PDF), construction schedule, specs in both MS WORD and PDF, VA Criteria Deviation Log, etc.

5.5.6. 100% Final Documents: Hard copy: 3 full-size sets of drawings, 3 half size set of drawings; 3 sets of specifications; 1 set investigation reports, design calculations, space planning data, construction schedule, and cost estimate . Electronic: All documents in electronic format: separate files for each drawing in AutoCAD and PDF; one fully bookmarked PDF file containing all the drawings; one Word file containing all the specification sections; a Word file for each specification section;

one PDF file containing all the specification sections; a PDF file for each specification section, submittal log; VA Criteria Deviation Log, construction schedule; design calculations and any miscellaneous design analysis documents such as submittal log and physical security compliance report and tests. Contractor to separate files into folders indicating key subjects. Folders and files to be titled per VA instructions, as in 5.5.2 and to include other information for them to be understood.

5.5.7. Record Drawings: Hardcopy: One set full-size 24-lb bond paper. Electronic copy:

one USB flash drive and two CDs each containing: All documents in electronic format and each drawing to be a separate file, both in DWG and PDF (the DWG format must be unprotected to permit future editing); and one fully bookmarked PDF file containing all the drawings. Contractor to separate files into folders indicating key subjects. Folders and files to be titled per VA instructions, as in 5.5.2 and to include other information for them to be understood. USB flash drive to be from the approved “Security Engineering - FIPS 140-2 Validated Removable Storage Devices” list.

https://gcc02.safelinks.protection.outlook.com/?url=https%3A%2F%2Fdvagov.shar epoint.com%2Fsites%2FOITSE%2FLists%2FConfiguration%2520Guideline%2520 Request%2FAllItems.aspx%3Fsiteid%3D%257B0939FAB8-FD62-4EE2-85EA- 2DA01D380817%257D%26webid%3D%257BE9F97DED-91A2-4474-ABCB- 77459B6C0D1C%257D%26uniqueid%3D%257BB08D7F2B-5C7B-4BAE-B6C4- EC5EDB91E706%257D&data=05%7C02%7C%7C5c5aaa2f732d459f43c608dc38a 2acff%7Ce95f1b23abaf45ee821db7ab251ab3bf%7C0%7C0%7C638447518542712 995%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2lu MzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C0%7C%7C%7C&sdata=SovC99 uOxzgBoYsMLgL6kKbwR2dwGwQwjh3fYfYfqXE%3D&reserved=0

6. CONSTRUCTION SUPPORT SERVICES

6.1. The DB AE shall perform field reconnaissance, surveys, and site investigations required to obtain engineering information and design data for the accomplishment of the contract documents. Textual trip reports are required within two days following the visit. In addition to scheduled visits (weekly production meetings and specific construction schedule milestones) unscheduled visits, Submittal and Shop Drawing Reviews. The DB AE shall perform submittal reviews and provide recommendations for the range of acceptance to rejection. Unless otherwise agreed, the VA will determine the outcome of all submittals.

6.1.1. Submittals is not just “product submittals” They are but not limited to the following: product submittals, shop drawings, RFIs (Request for Information), RFPs (Request for Proposal), cost estimates, schedules, and all associated updates, etc.

6.2. Construction Meeting participation. Weekly production/construction meetings will be held at the job site. DB AE participation by phone is acceptable unless unresolved construction issues require physical presence and review by DB AE at VA’s discretion.

6.3. Project record drawings - The Design Build Contractor will maintain a set of construction documents (field as-built drawings) to record actual construction changes during the construction process as required. The project record drawings will be always available for review by the Contracting Officer’s Representative (COR).

6.4. The DB AE shall perform submittal and shop drawing reviews. The DB AE shall perform submittal reviews and provide recommendations for the range of acceptance to rejection. VA has final review on all submittals to ensure they meet VA specs.

Responses shall be due within fourteen (14) calendar days of receipt. VA COR will have final sign off/approval, before they are considered complete. VA responses to submittals do not absolve the Design Build Contractor from the requirement to meet the contract requirements.

6.5. Review and prepare response to construction contractor RFIs. DB AE shall review and respond to all design related RFI’s within seven (7) calendar days. VA COR will have final sign off/approval, before they are considered complete.

6.6. VA shall be included in all RFI and Submittals review and responses. The VA reserves the right for final approval/disapproval.

6.7. DB AE shall perform acceptance testing on behalf of the VA for all building and utility systems.

6.8. As requested by the Contracting Officer or COR, the DB AE and others shall be required to make periodic site visits to monitor, inspect and review all aspects of the project to ensure compliance with the construction documents and other regulatory requirements.

During site visits immediate on-site comments shall be provided and field visits reports shall be generated. Forward formal inspection reports to the COR no later than seven (7) calendar days after the site visit.

6.9. The A/E to perform/witness commissioning of the building systems.

7. COMMISSIONING SERVICES

7.1. The DB AE shall provide Commissioning and 3rd party Commissioning Agent services and deliverables in accordance with the reference document, OCFM Whole Building Commissioning Process Manual located on the TIL (https://www.cfm.va.gov/til/Cx- RCx/CxManual.PDF). See “Commissioning Agent Tasks” in each section of the reference document. The Commissioning Agent shall be involved in all phases of the project, including both design and construction. It is anticipated that the Commissioning Agent will participate in the following: design reviews, owner’s requirements updates, design phase commissioning planning(facilitate), commissioning specification reviews (facilitate), construction project meetings, construction observation visits, equipment startup and testing, and project commissioning (facilitate in coordination with General Contractor). The commissioning process shall be adapted to the size and complexity of the project. Deliverables shall be as described in the reference document. Additionally, the A-E shall develop the commissioning plan, pre-functional checklists, systems functional performance test checklists, integrated system test checklists, and edited master specification templates to serve as a starting point for the commissioning process on all projects based on the following Systems to be Commissioned:

7.1.1. RO system

8. QUALITY ASSURANCE/QUALITY CONTROL (QA/QC)

8.1. The Design Build Contractor shall develop, execute, and demonstrate that the project plans and specifications have gone through a rigorous review and coordination effort.

The requirements are as follows:

8.1.1. Provide an outline of the actions that your firm will take during the design process.

8.1.2. Fourteen (14) calendar days after Receipt of the Notice to Proceed: Submit a detailed QA/QC Plan describing each step that will be taken during the development of the various phases of design. Each step should have an appropriate space where a senior member of the firm will initial and date when the action has been completed.

8.1.3. 100% Submittal: Submit the completed QA/QC Plan along with the latest marked-up documents (plans, specifications, etc.) necessary to ensure that a thorough review and coordination have been completed.

9. SCHEDULE FOR DESIGN BUILD

9.1. The 100% final documents need to be approved before the construction phase submittals can be submitted and reviewed.

9.2. All submittals need to be reviewed and approved before any part of construction can start.

ACTION CALENDAR

DAYS

AFTER …

Kick-Off Mtg/Preliminary Site Review 10 Notice to Proceed 25% Schematic Design Submittal 14 Kick Off Meeting

25% VA Review & Comments Return 15 35% Schematic Design Submittal

25% Comments and Design Development meeting 5 35% VA Review & Comments

Return

75% Design Submittal 15 35% Comments and Design Development meeting

75% VA Review & Comments Return 15 65% Design Submittal

100% Design Submittal 15 65% VA Review & Comments Return

100% VA Review & Comments Return 15 100% Design Submittal

100% Final Documents Submittal 3 100% VA Review & Comments Return

ACTION CALENDAR

DAYS AFTER …

Construction Submittals 7 100% Final Documents Submittal and Acceptance

DB AE Review of submittals 15 Construction Submittals VA Review of submittals 15 DB AE Review of submittals Construction Prep-work 15 VA Review of submittals Demolition of existing DI system and replacement and commissioning of new RO system

3 Construction Prep-work

Final Punchlist Activities 7 Demolition of existing DI system and replacement and commissioning of new RO system

End Date of Construction Contract 10 Final Punchlist Activities

TOTAL CONSECTUTIVE DAYS 179 End Date of Construction Contract

*Please NOTE: All design review meetings to be held at the VA facility in VA Martinez, VA.

10. RISK CONTROL

10.1. The VANCHCS is an active hospital and therefore will require consideration to those areas with patients and staff.

10.2. The Contractor shall be responsible for the administration and management of all aspects of this SOW. This includes responsibility for all Contractor employees, subcontracts, agents, and anyone acting for or on behalf of the Contractor.

10.3. The Government is authorized to restrict the employment under the contract of any Contractor employee or prospective Contractor employee, who is identified as a potential threat to the health, safety, security, general well-being, or operational mission of the installation and its population.

10.4. The parties agree that the Contractor’s personnel working as a result of this contract shall not be considered VA employees for any purpose and shall be considered employees of the Contractor.

10.5. Contractor Parking: The General Contractor and its employees shall park in designated areas only. Contractor to coordinate with Contracting Officers Representative (COR).

10.6. Besides space allocated for construction area, no additional space can be guaranteed for contractor use. For example, laydown area, soils storage, equipment storage, temporary office.

10.7. All visits to the site are be coordinated with the COR.

11. SAFETY

11.1. As a minimum, Hot Work Permits will be required for this project. Hot Work Permits are valid for twenty-four (24) hours. Permits are to be submitted at least fourteen (14) calendar days prior to work taking place.

12. SECURITY

12.1. Contractors do not need and shall not be allowed access to any VA personnel or VA patients Personal Health Information (PHI) or Personally Identifiable Information (PII) in the performance of the requirements of this SOW. Additionally, the contractor does not need and shall not be allowed access to VA sensitive information in the performance of the requirements of this SOW.

12.2. The contractor shall not connect contractor-owned IT devices (laptop computer or remote connection from a contractor system) to a VA internal trusted (i.e., non-public) network. Computer certification and accreditation requirements do not apply, and a security accreditation package is not required.

12.3. Contractors, contractor personnel, subcontractors, and subcontractor personnel shall be subject to the same Federal laws, regulations, standards, and VA Directives and Handbooks as VA and VA personnel regarding information and information system security.

13. RECORD MANAGEMENT

13.1. Citations to pertinent laws, codes and regulations such as 44 U.S.C chapters 21, 29, 31 and 33; Freedom of Information Act (5 U.S.C. 552); Privacy Act (5 U.S.C. 552a); 36 CFR Part 1222 and Part 1228

13.2. Contractor shall treat all deliverables under the contract as the property of the U.S.

Government for which the Government Agency shall have unlimited rights to use, dispose of, or disclose such data contained therein as it determines to be in the public interest.

13.3. Contractor shall not create or maintain any records that are not specifically tied to or authorized by the contract using Government IT equipment and/or Government IT equipment and/or Government records.

13.4. Contractor shall not retain, use, sell, or disseminate copies of any deliverable that contains information covered by the Privacy Act of 1974 or that which is generally protected by the Freedom of Information Act.

13.5. Contractor shall not create or maintain any records containing any Government Agency records that are not specifically tied to or authorized by the contract.

13.6. The Government Agency owns the rights to all data/records produced as part of this contract.

13.7. The Government Agency owns the rights to all electronic information (electronic data, electronic information systems, electronic databases, etc.) and all supporting documentation created as part of this contract. Contractor must deliver sufficient technical documentation with all data deliverables to permit the agency to use the data.

13.8. Contractor agrees to comply with Federal and Agency records management policies, including those policies associated with the safeguarding of records covered by the Privacy Act of 1974. These policies include the preservation of all records created or received regardless of format [paper, electronic, etc.] or mode of transmission [e-mail, fax, etc.] or state of completion [draft, final, etc.].

13.9. No disposition of documents will be allowed without the prior written consent of the Contracting Officer. The Agency and its contractors are responsible for preventing the alienation or unauthorized destruction of records, including all forms of mutilation.

Willful and unlawful destruction, damage or alienation of Federal records is subject to the fines and penalties imposed by 18 U.S.C. 2701. Records may not be removed from the legal custody of the Agency or destroyed without regard to the provisions of the agency records schedules.

13.10. Contractor is required to obtain the Contracting Officer's approval prior to engaging in any contractual relationship (sub-contractor) in support of this contract requiring the disclosure of information, documentary material and/or records generated under, or relating to, this contract. The Contractor (and any sub-contractor) is required to abide by Government and Agency guidance for protecting sensitive and proprietary information.

14. ATTACHMENTS

14.1. Spec 010000 and Spec 22671916

14.2. Seasonal Influenza

14.3. Legionella Directive

14.4. Infection Control Rist Assessment (ICRA)

14.5. Pre-Construction Risk Assessment (PCRA)

14.6. P01 -PG 18-15 Volume C

14.7. Building 19 floor plan

14.8. utility water sampling data

14.9. basis of design example

14.10. Steris AMSCO 7052HP washer

14.11. Innowave PCF ultrasonic

09-01-15

22 67 19.16 - 1

SECTION 22 67 19.16

REVERSE-OSMOSIS WATER EQUIPMENT

Appendix A

Water sample testing report for reference purposes.

Enclosed are the results of analyses for samples received by the laboratory on 03/05/25

15:30. Samples were analyzed pursuant to client request utilizing EPA or other ELAP approved methodologies. I certify that the results are in compliance both technically and for completeness.

Analytical results are attached to this letter. Please call if we can provide additional assistance.

Sincerely, Daniel Johnson

Technical Director

CA SWRCB ELAP Accreditation/Registration number 1233

March 18, 2025

Alicia Richarte

Hyperion Biotechnology 12002 Warfield St. Suite 101 San Antonio, TX 78216

Project Name: Martinez Specialized Testing

CLS Work Order #: 25C0187

COC #:

3249 Fitzgerald Road, Rancho Cordova, CA 95742 | 800.638.7301 | Tel: 916.638.7301 x102 | Fax: 916.638.4510 | www.californialab.com

Small Business #2916 | ELAP #1233 | NAICS #541380 | CA SWRCB ELAP Accreditation/Registration Number 1233

Revision History

Client: Hyperion Biotechnology Work Order: 25C0187 Project Name: Martinez Specialized Testing

Date: 3/17/25

Revision: 1

Reason: Per client request, sodium, potassium and magnesium were added.

3249 Fitzgerald Road, Rancho Cordova, CA 95742 | 800.638.7301 | Tel: 916.638.7301 x102 | Fax: 916.638.4510 | www.californialab.com

Small Business #2916 | ELAP #1233 | NAICS #541380 | CA SWRCB ELAP Accreditation/Registration Number 1233

Revision History

Client: Hyperion Biotechnology Work Order: 25C0187 Project Name: Martinez Specialized Testing

Date: 3/18/25

Revision: 2

Reason: At the client's request, calcium has been included in the work order.

Project:

Project Number:

Project Manager:

Hyperion Biotechnology

12002 Warfield St. Suite 101

03/18/25 08:45

San Antonio, TX 78216

CLS Work Order #: 25C0187

COC #:

Conventional Chemistry Parameters by APHA/EPA Methods

Result Analyte Limit

Reporting

Units Dilution Batch Prepared Analyzed Method Notes

Patient room # N123 (25C0187-01) Water Sampled: 03/05/25 11:16 Received: 03/05/25 15:30

2501905 03/06/25 mg/L 1Fluoride 0.66 0.10 EPA 300.003/06/25

""" ""Nitrate as N ND 0.40 "

2501928 03/06/25 µmhos/cm "Specific Conductance (EC) 320 1.0 SM 2510

B-1997 03/06/25

2501905 03/10/25 mg/L 2Sulfate as SO4 40 1.0 EPA 300.003/06/25

2501909 03/10/25 " 1Total Hardness as CaCO3 78 1.0 EPA 200.703/06/25

Sterilization room equip wall port (25C0187-02) Water Sampled: 03/05/25 11:20 Received: 03/05/25 15:30

2501905 03/06/25 mg/L 1Fluoride 0.66 0.10 EPA 300.003/06/25

""" ""Nitrate as N ND 0.40 "

2501928 03/06/25 µmhos/cm "Specific Conductance (EC) 280 1.0 SM 2510

B-1997 03/06/25

2501905 03/06/25 mg/L "Sulfate as SO4 36 0.50 EPA 300.003/06/25

2501909 03/10/25 " "Total Hardness as CaCO3 68 1.0 EPA 200.703/06/25

3249 Fitzgerald Road, Rancho Cordova, CA 95742 | 800.638.7301 | Tel: 916.638.7301 x102 | Fax: 916.638.4510 | www.californialab.com

Small Business #2916 | ELAP #1233 | NAICS #541380 | CA SWRCB ELAP Accreditation/Registration Number 1233 For regulatory purposes, please refer to www.californialab.com/certifications to find a list of approved analytes by method.

Martinez Specialized Testing [none]

Alicia Richarte

Project Manager:

Hyperion Biotechnology

12002 Warfield St. Suite 101

03/18/25 08:45

San Antonio, TX 78216

CLS Work Order #: 25C0187

COC #:

Metals by EPA 200 Series Methods

Result Analyte Limit

Reporting

Units Dilution Batch Prepared Analyzed Method Notes

Patient room # N123 (25C0187-01) Water Sampled: 03/05/25 11:16 Received: 03/05/25 15:30

2501909 03/17/25 µg/L 1Calcium 15000 1000 EPA 200.703/06/25

" 03/07/25 " "Magnesium 8200 1000 ""

" 03/06/25 " "Potassium 1900 1000 ""

" 03/07/25 " "Sodium 33000 1000 ""

Sterilization room equip wall port (25C0187-02) Water Sampled: 03/05/25 11:20 Received: 03/05/25 15:30

2501909 03/17/25 µg/L 1Calcium 13000 1000 EPA 200.703/06/25

" 03/07/25 " "Magnesium 7300 1000 ""

" 03/06/25 " "Potassium 1700 1000 ""

" 03/07/25 " "Sodium 30000 1000 ""

3249 Fitzgerald Road, Rancho Cordova, CA 95742 | 800.638.7301 | Tel: 916.638.7301 x102 | Fax: 916.638.4510 | www.californialab.com

Small Business #2916 | ELAP #1233 | NAICS #541380 | CA SWRCB ELAP Accreditation/Registration Number 1233 For regulatory purposes, please refer to www.californialab.com/certifications to find a list of approved analytes by method.

Martinez Specialized Testing

Project Manager:

Hyperion Biotechnology

12002 Warfield St. Suite 101

03/18/25 08:45

San Antonio, TX 78216

CLS Work Order #: 25C0187

COC #:

Metals (Drinking Water) by EPA 200 Series Methods

Result Analyte Limit

Reporting

Units Dilution Batch Prepared Analyzed Method Notes

Patient room # N123 (25C0187-01) Water Sampled: 03/05/25 11:16 Received: 03/05/25 15:30

EPA 200.803/06/25 µg/L 25019101Aluminum ND 50 03/06/25

"03/07/25 " ""Antimony ND 4.0 "

"03/06/25 " ""Arsenic ND 2.0 "

""" ""Barium ND 100 "

""" ""Beryllium ND 1.0 "

""" ""Cadmium ND 1.0 "

""" ""Chromium ND 10 "

" "" "Copper 340 50 ""

""" ""Lead ND 5.0 "

EPA 245.103/10/25 " 2501975"Mercury ND 1.0 03/07/25

EPA 200.803/06/25 " 2501910"Nickel ND 10 03/06/25

""" ""Selenium ND 5.0 "

""" ""Silver ND 10 "

""" ""Thallium ND 1.0 "

" "" "Zinc 61 50 ""

Sterilization room equip wall port (25C0187-02) Water Sampled: 03/05/25 11:20 Received: 03/05/25 15:30

EPA 200.803/06/25 µg/L 25019101Aluminum ND 50 03/06/25

"03/07/25 " ""Antimony ND 4.0 "

"03/06/25 " ""Arsenic ND 2.0 "

""" ""Barium ND 100 "

""" ""Beryllium ND 1.0 "

""" ""Cadmium ND 1.0 "

""" ""Chromium ND 10 "

" "" "Copper 72 50 ""

""" ""Lead ND 5.0 "

EPA 245.103/10/25 " 2501975"Mercury ND 1.0 03/07/25

EPA 200.803/06/25 " 2501910"Nickel ND 10 03/06/25

""" ""Selenium ND 5.0 "

""" ""Silver ND 10 "

""" ""Thallium ND 1.0 "

3249 Fitzgerald Road, Rancho Cordova, CA 95742 | 800.638.7301 | Tel: 916.638.7301 x102 | Fax: 916.638.4510 | www.californialab.com

Small Business #2916 | ELAP #1233 | NAICS #541380 | CA SWRCB ELAP Accreditation/Registration Number 1233 For regulatory purposes, please refer to www.californialab.com/certifications to find a list of approved analytes by method.

Martinez Specialized Testing

Project Manager:

Hyperion Biotechnology

12002 Warfield St. Suite 101

03/18/25 08:45

San Antonio, TX 78216

CLS Work Order #: 25C0187

COC #:

Metals (Drinking Water) by EPA 200 Series Methods

Result Analyte Limit

Reporting

Units Dilution Batch Prepared Analyzed Method Notes

Sterilization room equip wall port (25C0187-02) Water Sampled: 03/05/25 11:20 Received: 03/05/25 15:30

EPA 200.803/06/25 µg/L 25019101Zinc ND 50 "

3249 Fitzgerald Road, Rancho Cordova, CA 95742 | 800.638.7301 | Tel: 916.638.7301 x102 | Fax: 916.638.4510 | www.californialab.com

Small Business #2916 | ELAP #1233 | NAICS #541380 | CA SWRCB ELAP Accreditation/Registration Number 1233 For regulatory purposes, please refer to www.californialab.com/certifications to find a list of approved analytes by method.

Martinez Specialized Testing

Project Manager:

Hyperion Biotechnology

12002 Warfield St. Suite 101

03/18/25 08:45

San Antonio, TX 78216

CLS Work Order #: 25C0187

COC #:

Microbiological Parameters by APHA Standard Methods

Result Analyte Limit

Reporting

Units Dilution Batch Prepared Analyzed Method Notes

Patient room # N123 (25C0187-01) Water Sampled: 03/05/25 11:16 Received: 03/05/25 15:30

SM 9215B03/07/25 CFU/mL 25019381Plate Count <1 1 03/05/25

Sterilization room equip wall port (25C0187-02) Water Sampled: 03/05/25 11:20 Received: 03/05/25 15:30

2501938 03/07/25 CFU/mL 1Plate Count 53 1 SM 9215B03/05/25

3249 Fitzgerald Road, Rancho Cordova, CA 95742 | 800.638.7301 | Tel: 916.638.7301 x102 | Fax: 916.638.4510 | www.californialab.com

Small Business #2916 | ELAP #1233 | NAICS #541380 | CA SWRCB ELAP Accreditation/Registration Number 1233 For regulatory purposes, please refer to www.californialab.com/certifications to find a list of approved analytes by method.

Martinez Specialized Testing

Project Manager:

Hyperion Biotechnology

12002 Warfield St. Suite 101

03/18/25 08:45

San Antonio, TX 78216

CLS Work Order #: 25C0187

COC #:

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Notes Analyte

Conventional Chemistry Parameters by APHA/EPA Methods - Quality Control

Batch 2501905 - General Prep

Blank (2501905-BLK1) Prepared & Analyzed: 03/06/25

Sulfate as SO4 mg/LND 0.50

Fluoride "ND 0.10

Nitrate as N "ND 0.40

LCS (2501905-BS1) Prepared & Analyzed: 03/06/25

Sulfate as SO4 mg/L4.85 0.50 5.00 80-12097

Fluoride "1.97 0.10 2.00 80-12098

Nitrate as N "1.84 0.40 2.00 80-12092

LCS Dup (2501905-BSD1) Prepared & Analyzed: 03/06/25

Sulfate as SO4 mg/L4.88 0.50 5.00 2080-12098 0.5

Fluoride "2.03 0.10 2.00 2080-120102 3

Nitrate as N "1.85 0.40 2.00 2080-12093 0.6

Matrix Spike (2501905-MS1) Prepared & Analyzed: 03/06/25 Source: 25C0188-01

Sulfate as SO4 mg/L31.3 0.50 5.00 27.2 80-12082

Fluoride "2.92 0.10 2.00 1.08 80-12092

Nitrate as N "5.79 0.40 2.00 3.98 80-12090

Matrix Spike Dup (2501905-MSD1) Prepared & Analyzed: 03/06/25 Source: 25C0188-01

Sulfate as SO4 mg/L31.4 0.50 5.00 27.2 2080-12084 0.2

Fluoride "2.95 0.10 2.00 1.08 2080-12094 0.9

Nitrate as N "5.80 0.40 2.00 3.98 2080-12091 0.2

Batch 2501909 - EPA 200 Series

Blank (2501909-BLK1) Prepared: 03/06/25 Analyzed: 03/11/25

Total Hardness as CaCO3 mg/LND 1.0

3249 Fitzgerald Road, Rancho Cordova, CA 95742 | 800.638.7301 | Tel: 916.638.7301 x102 | Fax: 916.638.4510 | www.californialab.com

Small Business #2916 | ELAP #1233 | NAICS #541380 | CA SWRCB ELAP Accreditation/Registration Number 1233 For regulatory purposes, please refer to www.californialab.com/certifications to find a list of approved analytes by method.

Martinez Specialized Testing

Project Manager:

Hyperion Biotechnology

12002 Warfield St. Suite 101

03/18/25 08:45

San Antonio, TX 78216

CLS Work Order #: 25C0187

COC #:

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Notes Analyte

Conventional Chemistry Parameters by APHA/EPA Methods - Quality Control

Batch 2501909 - EPA 200 Series

LCS (2501909-BS1) Prepared: 03/06/25 Analyzed: 03/11/25

Total Hardness as CaCO3 mg/L35.2 1.0 33.1 85-115106

Matrix Spike (2501909-MS1) Prepared: 03/06/25 Analyzed: 03/11/25 Source: 25C0084-03

Total Hardness as CaCO3 mg/L322 1.0 33.1 279 70-130129

Matrix Spike (2501909-MS2) Prepared: 03/06/25 Analyzed: 03/11/25 Source: 25C0192-01

Total Hardness as CaCO3 mg/L208 1.0 33.1 175 70-13099

Batch 2501928 - General Preparation

Blank (2501928-BLK1) Prepared & Analyzed: 03/06/25

Specific Conductance (EC) µmhos/cmND 1.0

Duplicate (2501928-DUP1) Prepared & Analyzed: 03/06/25 Source: 25C0261-01

Specific Conductance (EC) µmhos/cm736 1.0 724 201.64

3249 Fitzgerald Road, Rancho Cordova, CA 95742 | 800.638.7301 | Tel: 916.638.7301 x102 | Fax: 916.638.4510 | www.californialab.com

Small Business #2916 | ELAP #1233 | NAICS #541380 | CA SWRCB ELAP Accreditation/Registration Number 1233 For regulatory purposes, please refer to www.californialab.com/certifications to find a list of approved analytes by method.

Martinez Specialized Testing

Project Manager:

Hyperion Biotechnology

12002 Warfield St. Suite 101

03/18/25 08:45

San Antonio, TX 78216

CLS Work Order #: 25C0187

COC #:

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Notes Analyte

Metals by EPA 200 Series Methods - Quality Control

Batch 2501909 - EPA 200 Series

Blank (2501909-BLK1) Prepared & Analyzed: 03/06/25

Calcium µg/LND 1000

Magnesium "ND 1000

Potassium "ND 1000

Sodium "ND 1000

LCS (2501909-BS1) Prepared & Analyzed: 03/06/25

Calcium µg/L5290 1000 5000 85-115106

Magnesium "5490 1000 5000 85-115110

Potassium "5210 1000 5000 85-115104

Sodium "5690 1000 5000 85-115114

Matrix Spike (2501909-MS1) Prepared & Analyzed: 03/06/25 Source: 25C0084-03

Calcium µg/L47400 1000 5000 45700 QM-770-13033

Potassium "37000 1000 5000 34200 QM-770-13055

Sodium "172000 1000 5000 180000 QM-770-130NR

Matrix Spike (2501909-MS2) Prepared & Analyzed: 03/06/25 Source: 25C0192-01

Calcium µg/L39000 1000 5000 33800 70-130105

Magnesium "23600 1000 5000 19400 70-13083

Potassium "6990 1000 5000 1580 70-130108

Sodium "28400 1000 5000 24400 70-13081

3249 Fitzgerald Road, Rancho Cordova, CA 95742 | 800.638.7301 | Tel: 916.638.7301 x102 | Fax: 916.638.4510 | www.californialab.com

Small Business #2916 | ELAP #1233 | NAICS #541380 | CA SWRCB ELAP Accreditation/Registration Number 1233 For regulatory purposes, please refer to www.californialab.com/certifications to find a list of approved analytes by method.

Martinez Specialized Testing

Project Manager:

Hyperion Biotechnology

12002 Warfield St. Suite 101

Martinez Specialized Testing [none]

Alicia Richarte

03/18/25 08:45

San Antonio, TX 78216

CLS Work Order #: 25C0187

COC #:

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Notes Analyte

Metals (Drinking Water) by EPA 200 Series Methods - Quality Control

Batch 2501910 - EPA 200 Series

Blank (2501910-BLK1) Prepared & Analyzed: 03/06/25

Aluminum µg/LND 50

Antimony "ND 4.0

Arsenic "ND 2.0

Barium "ND 100

Beryllium "ND 1.0

Cadmium "ND 1.0

Chromium "ND 10

Copper "ND 50

Lead "ND 5.0

Nickel "ND 10

Selenium "ND 5.0

Silver "ND 10

Thallium "ND 1.0

Zinc "ND 50

LCS (2501910-BS1) Prepared & Analyzed: 03/06/25

Aluminum µg/L564 50 500 85-115113

Antimony "119 4.0 100 QM-185-115119

Arsenic "109 2.0 100 85-115109

Barium "111 100 100 85-115111

Beryllium "109 1.0 100 85-115109

Cadmium "112 1.0 100 85-115112

Chromium "111 10 100 85-115111

Copper "113 50 100 85-115113

Lead "112 5.0 100 85-115112

Nickel "114 10 100 85-115114

Selenium "110 5.0 100 85-115110

Silver "114 10 100 85-115114

Thallium "110 1.0 100 85-115110

Zinc "111 50 100 85-115111

3249 Fitzgerald Road, Rancho Cordova, CA 95742 | 800.638.7301 | Tel: 916.638.7301 x102 | Fax: 916.638.4510 | www.californialab.com

Small Business #2916 | ELAP #1233 | NAICS #541380 | CA SWRCB ELAP Accreditation/Registration Number 1233 For regulatory purposes, please refer to www.californialab.com/certifications to find a list of approved analytes by method.

Project Manager:

Hyperion Biotechnology

12002 Warfield St. Suite 101

Martinez Specialized Testing [none]

Alicia Richarte

03/18/25 08:45

San Antonio, TX 78216

CLS Work Order #: 25C0187

COC #:

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Notes Analyte

Metals (Drinking Water) by EPA 200 Series Methods - Quality Control

Batch 2501910 - EPA 200 Series

Matrix Spike (2501910-MS1) Prepared & Analyzed: 03/06/25 Source: 25C0163-01

Aluminum µg/L772 50 500 264 70-130102

Antimony "116 4.0 100 3.83 70-130112

Arsenic "127 2.0 100 21.6 70-130105

Barium "202 100 100 91.8 70-130110

Beryllium "109 1.0 100 ND 70-130109

Cadmium "108 1.0 100 0.462 70-130108

Chromium "108 10 100 2.09 70-130106

Copper "146 50 100 41.4 70-130105

Lead "135 5.0 100 24.4 70-130111

Nickel "115 10 100 4.04 70-130111

Selenium "92.0 5.0 100 2.24 70-13090

Silver "111 10 100 ND 70-130111

Thallium "108 1.0 100 0.121 70-130108

Zinc "733 50 100 634 70-13099

Matrix Spike (2501910-MS2) Prepared & Analyzed: 03/06/25 Source: 25C0163-06

Aluminum µg/L586 50 500 52.8 70-130107

Antimony "117 4.0 100 1.85 70-130116

Arsenic "106 2.0 100 1.94 70-130104

Barium "183 100 100 73.6 70-130110

Beryllium "110 1.0 100 ND 70-130110

Cadmium "106 1.0 100 ND 70-130106

Chromium "108 10 100 4.14 70-130104

Copper "171 50 100 66.6 70-130105

Lead "119 5.0 100 10.8 70-130108

Nickel "111 10 100 5.41 70-130105

Selenium "106 5.0 100 2.77 70-130103

Silver "108 10 100 ND 70-130108

Thallium "105 1.0 100 ND 70-130105

Zinc "184 50 100 77.9 70-130106

3249 Fitzgerald Road, Rancho Cordova, CA 95742 | 800.638.7301 | Tel: 916.638.7301 x102 | Fax: 916.638.4510 | www.californialab.com

Small Business #2916 | ELAP #1233 | NAICS #541380 | CA SWRCB ELAP Accreditation/Registration Number 1233 For regulatory purposes, please refer to www.californialab.com/certifications to find a list of approved analytes by method.

Project Manager:

Hyperion Biotechnology

12002 Warfield St. Suite 101

Martinez Specialized Testing [none] Alicia Richarte

03/18/25 08:45

San Antonio, TX 78216

CLS Work Order #: 25C0187

COC #:

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Notes Analyte

Metals (Drinking Water) by EPA 200 Series Methods - Quality Control

Batch 2501975 - EPA 7470A

Blank (2501975-BLK1) Prepared: 03/07/25 Analyzed: 03/10/25

Mercury µg/LND 1.0

LCS (2501975-BS1) Prepared: 03/07/25 Analyzed: 03/10/25

Mercury µg/L5.04 1.0 5.00 85-115101

Matrix Spike (2501975-MS1) Prepared: 03/07/25 Analyzed: 03/10/25 Source: 25C0086-01

Mercury µg/L5.01 1.0 5.00 ND 70-130100

Matrix Spike (2501975-MS2) Prepared: 03/07/25 Analyzed: 03/10/25 Source: 25C0285-01

Mercury µg/L4.61 1.0 5.00 ND 70-13092

Matrix Spike Dup (2501975-MSD1) Prepared: 03/07/25 Analyzed: 03/10/25 Source: 25C0086-01

Mercury µg/L4.95 1.0 5.00 ND 2570-13099 1

3249 Fitzgerald Road, Rancho Cordova, CA 95742 | 800.638.7301 | Tel: 916.638.7301 x102 | Fax: 916.638.4510 | www.californialab.com

Small Business #2916 | ELAP #1233 | NAICS #541380 | CA SWRCB ELAP Accreditation/Registration Number 1233 For regulatory purposes, please refer to www.californialab.com/certifications to find a list of approved analytes by method.

Project Manager:

Hyperion Biotechnology

12002 Warfield St. Suite 101

Martinez Specialized Testing [none]

Alicia Richarte

03/18/25 08:45

San Antonio, TX 78216

CLS Work Order #: 25C0187

COC #:

Notes and Definitions

QM-7 The spike recovery was outside acceptance limits for the MS and/or MSD. The batch was accepted based on acceptable LCS and/or LCSD recovery.

QM-1 The spike recovery was outside acceptance limits for the LCS or LCSD. The batch was accepted based on acceptable MS/MSD recoveries & RPD's.

BT-4 <1

Sample results reported on a dry weight basis

Relative Percent DifferenceRPD dry

Not ReportedNR

Analyte NOT DETECTED at or above the reporting limit (or method detection limit when specified)ND

Analyte DETECTEDDET

3249 Fitzgerald Road, Rancho Cordova,…