1-PCS Procurement Technical Specs.pdf

Project No. 23.090.4

DOCUMENTS FOR THE CONSTRUCTION OF

City of Orem

Orem Water Reclamation Facility

Phosphorus Control System

PCS Procurement Package

VOLUME 1

Specifications

August 2026

ENGINEER:

WATER WORKS ENGINEERS, LLC.

CONTACT:

Jenny Calderon

(385) 288-1465

L

IC

E N S E D

PR

OFESSIONAL

EN

G

IN

E E R

STATEOFUTAH

MATTA

JOHN H.

.8169064-2202

09/02/2026

L

IC

E N S E D

PR

OFESSIONAL

EN

G

IN

E E R

STATEOFUTAH

MATTA

JOHN H.

NO.8169064-2202

5/16/2022

TAH

ER

JENNIFER

CALDERON

12284243-2202

09/02/2026

TOC-1

City of Orem Water Reclamation Facility Phosphorus Control System Project

City of Orem August 2026

WWE Project No. 23-090.4 PCS Procurement Package

TABLE OF CONTENTS

SECTION TITLE

DIVISION 01

01 11 00 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES

01 33 00 CL O&M MANUAL REVIEW CHECKLIST

01 33 16 DESIGN DATA

01 42 03 REFERENCE STANDARDS AND ABBREVIATIONS

01 58 00 IDENTIFICATION AND TAGGING

01 61 00 COMMON PRODUCT REQUIREMENTS

01 66 00 TRANSPORTATION AND HANDLING OF GOODS

01 71 19 PROTECTION OF GOODS

01 78 23 INSTALLATION, OPERATION AND MAINTENANCE MANUALS

01 78 36 PHOSPHORUS CONTROL SYSTEM WARRANTY

01 79 00 TESTING, TRAINING AND STARTUP

01 79 05 COMMISSIONING OF PHOSPHORUS CONTROL SYSTEM

01 79 13 PERFORMANCE TESTING

DIVISION 02 NOT USED

DIVISION 03 NOT USED

DIVISION 05

05 50 00 METAL FABRICATIONS

DIVISION 09

09 90 00 PAINTING

DIVISION 22 NOT USED

DIVISION 23 NOT USED

DIVISION 26

26 02 00 ELECTRICAL

TOC-2

City of Orem Water Reclamation Facility Phosphorus Control System Project

City of Orem August 2026

WWE Project No. 23-090.4 PCS Procurement Package

SECTION TITLE

DIVISION 31 NOT USED

DIVISION 32 NOT USED

DIVISION 40

40 05 51 VALVES

40 95 13 CONTROL PANEL EQUIPMENT

DIVISION 43 NOT USED

DIVISION 46

46 20 10 ELECTRIC MOTORS TO 250 HORSEPOWER

46 75 50 PHOSPHORUS CONTROL SYSTEM

++ END OF SECTION ++

01 11 00-1

Summary of Work

Orem Water Reclamation Facility Phosphorus Control System Project

City of Orem August 2026

WWE Project No. 23-090.4 PCS Procurement Package

SECTION 01 11 00

SUMMARY OF WORK

PART 1 - GENERAL

1.1 LOCATION AND DESCRIPTION OF WORK

A. The Work covers the responsibilities of the PCS SUPPLIER (hereby referred to as the

PCSS) and its relation to OWNER, ENGINEER, and CONTRACTOR in the construction of the Orem Water Reclamation Facility PCS and related required work, located as shown in these Contract Documents.

B. The OWNER is defined as the City of Orem, responsible for overseeing and funding the project. The ENGINEER is the design engineer appointed to provide technical expertise and develop the Contract Documents for the project. The PCSS is the equipment supplier selected by the Owner to provide the equipment and technical support as outlined in this Work (performance specification). The CONTRACTOR will be the General

Contractor selected by the OWNER to execute the installation of the PCS equipment at a future date.

C. The Project features the purchase of the major equipment related to the PCS. The PCSS shall be responsible for the shipment of the equipment to the OWNER. CONTRACTOR shall be responsible for the acceptance, handling, installation and startup of this and all other equipment for the Project.

D. The Work is located at the Orem Water Reclamation Facility located at 1797 West 1000

South, Orem, Utah 84058.

E. The Work will consist of furnishing a PCS and associated appurtenances required for a complete and operational system for the Orem Water Reclamation Facility.

F. The PCS shall be a complete and functional struvite precipitation system, capable of treating digested sludge from the Facility’s anaerobic digesters rich in ortho-phosphate.

The system shall precipitate ortho-phosphorus to form particulate struvite to be ultimately incorporated into the dewatered biosolids cake generated from dewatering system and prevent uncontrolled struvite formation and recycle of ortho-phosphorus via the dewatering pressate. The implementation of such technology will provide an additional method of removing phosphorus via struvite precipitation from the OWNER’s wastewater treatment plant effluent to assist in maintaining UPDES compliance as part of the Clean Water Act regulations for nutrient discharge limits.

G. The Work will generally include, but is not limited to:

1. Furnishing digested sludge feed pumps and associated controls to direct digested sludge from the existing secondary Mesophilic Digester to the PCS.

2. Furnishing vessels, tanks, chemical/polymer feed systems, blowers, vacuum pumps, internal recycle pumps, valves, instrumentation, safety devices, and control devices required for a complete and functional system.

01 11 00-2

3. Furnishing chemical storage tanks for all required chemicals to hold 30 days of storage for defined design average conditions as specified in Section 01 33 16

Design Data.

4. Furnishing control panels and comprehensive controls for the PCS.

5. Fabricating and factory assembling PCS components into a fully functional packaged system to the greatest extent possible.

6. Furnishing Manufacturer-trained personnel for the installation, commissioning, functional testing, performance testing, training, and operations assistance as specified.

H. Covenant of Good Faith and Fair Dealing

1. The Work imposes an obligation of good faith and fair dealing in its performance and enforcement.

2. The PCSS, CONTRACTOR, ENGINEER, and OWNER, with a positive commitment to honesty and integrity, agree to the following mutual duties:

a. Each will function within the laws and statutes applicable to their duties and responsibilities.

b. Each will assist in the other's performance.

c. Each will avoid hindering the other's performance.

d. Each will proceed to fulfill its obligations diligently.

e. Each will cooperate in the common endeavor of the Work.

I. OWNER’s Intent

1. OWNER intends to encourage the foundation of a cohesive partnership with

ENGINEER, the PCSS, and the CONTRACTOR and its principal Subcontractors and

Suppliers.

2. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals.

3. The objectives are effective and efficient Contract performance and completion within budget, on schedule, and in accordance with the Contract Documents.

4. The OWNER is pursuing funding support for the PCS via an Environmental Protection

Agency (EPA) grant and thus all parties, including the ENGINEER, OWNER, and

PCSS, must meet all relevant federal requirements contained in the Procurement

Standards of the Uniform Administrative Requirements, Cost Principles and Audit

Requirements for Federal Awards published at 2 CFR (Code of Federal Regulations)

Part 200 throughout the procurement process.

1.2 PHOSPHORUS CONTROL SYSTEM SUPPLIER (PCSS) RESPONSIBILITIES

A. The PCSS shall have “unit responsibility” for the PCS and will be solely responsible for coordination of all the Work of this Contract.

B. The PCSS shall supervise, direct and cooperate fully with all Subcontractors, Manufacturers, fabricators, suppliers, distributors, installers, testing agencies and all others whose services, materials or equipment are required to ensure completion of the Work within the Contract Time.

C. The Special Services performed by the PCSS shall include but are not limited to the following:

1. Design of the PCS and appurtenances including tanks, pumps, blowers, valves, instruments, and controls as applicable.

01 11 00-3

2. Coordination with ENGINEER to provide all necessary information to support design decisions.

3. Participate in meetings and assist OWNER, ENGINEER and CONTRACTOR during the design.

4. Communication of any proposed or required design changes with OWNER, ENGINEER and CONTRACTOR.

5. Participation in meetings and assistance to OWNER, ENGINEER and CONTRACTOR during the construction, commissioning, functional testing, and performance testing of the PCS and appurtenances.

6. Design and programming of the process logic control and human machine interface system (PLC/HMI) for the PCS, including but not limited to:

a. Design and programming of operator interface screens, data logging and reporting system

b. Coordination between Equipment Supplier’s PLC and other OWNER equipment interfaces

c. Programming of PLCs and HMI supplied with system

d. Cooperation and coordination with OWNER in the development of the SCADA control system

7. Furnishing Operation and Maintenance Manuals for all equipment provided.

8. Scheduling of equipment delivery, witnessing unloading and unpacking of supplied equipment, and inspecting/inventorying equipment.

9. Equipment and services for functional and performance testing.

10. Oversight of the setting and anchoring of equipment supplied by the PCSS.

11. Review of equipment installation.

12. Calibration of supplied instrumentation.

13. Operator Training.

14. Correction Period Assistance.

15. System Warranty.

D. Domestic Preference Requirement – Build America, Buy America Act:

1. In accordance with Section 70914 of the Build America, Buy America (BABA) Act

(Title IX of the Infrastructure Investment and Jobs Act, L.117-58), the PCSS shall ensure all iron, steel, manufactured products, and construction materials used in this project is produced in the United States, unless an approved waiver is obtained from the EPA.

E. The Scope will be provided under one Contract. The Contract Documents include the following:

1. Volume 1 – Proposal Requirements, Contract Documents and General Requirements

2. Volume 2 – Technical Specifications

3. Volume 3 – Drawings

1.3 WORK BY OTHERS

A. ENGINEER responsibilities

1. Facility Design:

a. Overall PCS Facility design

b. Design and specification of yard piping, as required.

c. Design of connection points for the solids stream process (Secondary Mesophilic

Digester pre- and post-PCS)

01 11 00-4

d. Design of electrical system (motor control centers (MCCs), conduit schedules, electrical/control rooms) etc.

e. Design of structural elements of facility, as required.

f. Design of heating, ventilation, and air conditioning (HVAC) and plumbing

(potable water, equipment drains and sanitary lines) for facility

g. Design of regional supervisory control and data acquisition (SCADA) system

2. Project Responsibility

a. Review and approval of Shop Drawing submittals

b. Review of applicable building codes

c. Assist OWNER to obtain operation and discharge permits

d. Observation of PCSS activities

e. Observation during installation, commissioning, functional testing, and performance testing.

B. CONTRACTOR responsibilities

1. Coordination during the design and construction phases.

2. Administer PCSS Contract.

3. Construction of facilities to house the equipment to be located indoors.

4. Unloading and storage of all equipment at the Point of Destination.

5. Installation of all equipment provided by the PCSS as directed by PCSS, and in coordination with PCSS supervision.

6. Submittal, purchase, and installation of other equipment specified by ENGINEER and denoted in the Contract Documents.

7. Installation of piping external to the PCS.

8. Installation of electrical systems and operator interfaces.

9. Corrective assistance during commissioning, functional testing, and performance testing of the system.

C. OWNER will perform the following Work:

1. Provide directions and make decisions as needed to support progress of Work

2. Payment of interested parties

1.4 SITE CONDITIONS

A. Site Investigation and Representation

1. The PCSS acknowledges that it has satisfied itself as to the nature and location of the Work, the general and Local conditions, particularly those bearing upon availability of transportation, disposal, handling and storage of materials, availability of labor, water, electric power, roads, and uncertainties of weather, or similar physical conditions at the site, the conformation and conditions of the ground, the character of equipment and facilities needed preliminary to and during the prosecution of the Work and all other matters which can in any way affect the

Work or the cost thereof under this Contract.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

01 33 00-1

Submittal Procedures

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 GENERAL

A. General:

1. This Section outlines in general the items that PHOSPHORUS CONTROL SYSTEM

SUPPLIER (hereby referred to as PCSS) must prepare or assemble for submittal during the progress of the work.

2. There is no attempt herein to state in detail all the procedures and requirements for each submittal.

3. The PCSS’s attention is directed to the individual Specification Sections in these

Contract Documents, which may contain additional and special submittal requirements.

4. OWNER reserves the right to direct and modify the procedures and requirements for submittals as necessary to accomplish the specific purpose of each submittal.

5. The PCSS shall anticipate resubmitting submittals for major pieces of equipment.

6. Should the PCSS be in doubt as to the procedure, purpose, or extent of any submittal, inquiries shall be directed to ENGINEER.

B. Schedule of Submittals

1. Within 20 days of the effective date of the Agreement Notice to Proceed, the PCSS shall submit a complete list of anticipated submittals, including specification/drawing references.

2. Any additional submittals shall also be included in updates.

1.2 TECHNICAL SUBMITTALS

A. General

1. Requirements in this Section are in addition to any specific requirements for submittals specified in other Divisions and Sections of these Contract Documents.

2. Submittal Contents and Numbering

a. Each submittal shall contain material pertaining to no more than one equipment or material item and shall have the Specification Section and applicable paragraph number clearly identified on the front of the submittal transmittal form.

b. Each submittal shall be numbered based on the specification number relating to that piece of equipment. For multiple pieces of equipment under one

Specification Section, numbering shall be sequential in order that they are received (e.g. 40 05 13-00 followed by 40 05 13-01).

c. Resubmittals shall include the number of the original submittal plus the suffix

"01" for the first resubmittal, "02" for the second resubmittal, etc. (e.g.

submittal 40 05 13-01-01, 40 05 13-01-02, etc.).

d. Submittals not conforming to these requirements will be rejected.

3. Submitted data shall be sufficient in detail for determination of compliance with the provisions and intent of the Contract Documents.

4. Coordination Responsibilities

01 33 00-2

a. Shop Drawing submittal and coordination are the responsibility of the PCSS; this responsibility shall not be delegated in whole or in part to Subcontractors or

Suppliers.

b. Designation of work "BY OTHERS," if shown on Shop Drawings, shall mean that the work will be the responsibility of the PCSS rather than the Subcontractor or supplier who has prepared the Shop Drawings.

5. No equipment or material requiring listings, drawings, or descriptive material shall be fabricated, purchased, or installed until ENGINEER has reviewed and accepted such lists, final Shop Drawings, or other descriptive material. Installation of such equipment or material without accepted submittals will be considered defective work.

6. Submittal Review Time

a. Submittals will be acted upon by ENGINEER as promptly as possible and returned to Equipment Supplier not later than the time allowed for review in

Paragraph B.2 below.

b. This required time for ENGINEER review shall not be a cause for delay in

Contract completion nor shall it be a reason for an extension of Contract Time.

c. If the PCSS is required by ENGINEER to resubmit data, then neither the time required for the PCSS to prepare and resubmit such data, nor the required time for ENGINEER review, shall be a cause for delay in Contract completion or for an extension of Contract Time.

d. Responsibility for time required for preparing and submitting required data shall be assigned solely to the PCSS.

7. Excessive Submittal Review

a. It is considered reasonable that the PCSS shall make a complete and acceptable submittal to ENGINEER by the second submission of a submittal item.

b. Additional costs of ENGINEER's review beyond the second submission shall be the responsibility of the PCSS and may be deducted from the monthly progress payments.

c. This applies to all submittals including Shop Drawings.

8. Changes After Review

a. After a submittal has been reviewed and accepted, no changes or substitutions in that submittal will be allowed without ENGINEER's approval.

b. If allowed, the PCSS will be responsible for the additional costs for engineering, administrative, clerical or other work required for additional review.

9. Intent of Review

a. Shop Drawings will be reviewed for general conformance with the Contract

Documents.

b. The intent of the review is to determine if the PCSS is submitting materials and equipment which are in general conformance with the Contract Documents.

c. Detailed review of dimensions, sizes, space requirements, coordination with other equipment, and other construction details is not performed.

d. Additional work and costs, resulting from errors in the Shop Drawings shall be the PCSS’ responsibility and liability.

e. Accuracy, coordination, and completeness of Shop Drawings shall be the sole responsibility of the PCSS, including responsibility to backcheck comments, corrections, and modifications from ENGINEER's review before fabrication.

10. The PCSS shall indicate on the submittal transmittal form if and how the submittal deviates from the Contract requirements.

01 33 00-3

11. Shop Drawings, layout diagrams, catalog cuts and data, test reports, and information in sufficient detail to show complete compliance with all specified requirements shall be furnished to ENGINEER, covering but not limited to the following items:

a. Equipment provided by the PCSS

b. Hardware

c. Instrumentation

d. Miscellaneous fabricated metals

e. Motors, starters and controls

f. Paints, coatings and finishes

g. Pipe, fittings and specials

h. Pipe supports and anchors

i. Valve and gate operators and controllers

j. Valves and gates

k. Variable frequency drives, if applicable

B. Submittal Procedure

1. The PCSS shall submit to ENGINEER for review 1 electronic copy of each submittal

(Shop Drawings, electrical diagrams, and catalog cuts for fabricated items and manufactured items furnished under this Contract, etc.).

2. Shop Drawings shall be submitted with sufficient time to allow ENGINEER not less than 20 working days for examining the Shop Drawings except for designs for turnkey items for which 30 working days will be allowed, and substitutions for which

40 working days will be allowed.

3. Shop Drawings shall be accurate, distinct, and complete, and shall contain all required information, including satisfactory identification of items, units, and assemblies in relation to the Contract Documents.

4. PCSS Certification

a. Shop Drawings shall be submitted only by the PCSS, who shall indicate by a signed stamp on the Shop Drawings, or other approved means, that Equipment

Supplier has checked and approved the Shop Drawings, and that the work shown is in accordance with Contract requirements and has been checked for dimensions and relationship with work of all other trades involved.

b. Submitting incomplete or unchecked Shop Drawings for ENGINEER to correct or finish will not be acceptable, and Shop Drawings that, in the opinion of

ENGINEER, indicate that they have not been checked by the PCSS will be rejected and returned to the PCSS for resubmission in the proper form.

5. Return of Reviewed Submittals

a. When the Shop Drawings have been reviewed by ENGINEER, the appropriate number of submittals will be returned to the PCSS appropriately stamped.

b. If major changes or corrections are necessary, the Shop Drawing will be rejected and returned to the PCSS with the need for such changes or corrections indicated.

c. The PCSS shall correct and resubmit rejected Shop Drawings in the same manner and quantity as specified for the original submittal.

d. If changes are made by the PCSS (in addition to those requested by ENGINEER) on the resubmitted Shop Drawings, such changes shall be clearly explained in a transmittal letter accompanying the resubmitted Shop Drawings.

6. The review of such Shop Drawings and catalog cuts by ENGINEER shall not relieve the PCSS from responsibility for correctness of dimensions, fabrication details, 01 33 00-4 coordination with other work, and space requirements, or for deviations from the

Contract Documents, unless the PCSS has called attention to such deviations in writing by a letter accompanying the Shop Drawings and ENGINEER approves the change or deviation in writing at the time of submission; nor shall review by

ENGINEER relieve the PCSS from the responsibility for errors in the Shop Drawings.

7. The PCSS agrees that Shop Drawing submittals processed by ENGINEER do not become Contract Documents and are not Change Orders; that the purpose of the

Shop Drawing review is to establish a reporting procedure and to permit ENGINEER to monitor the PCSS’s progress and understanding of the design.

C. Shop Drawing Requirements

1. Shop Drawings referred to herein shall include Shop Drawings, catalog cuts and information schematic diagrams, and other submittals for both shop and field-fabricated items. The PCSS shall submit, as applicable, the following for all prefabricated or manufactured structural items, material, and equipment.

a. General:

1) For equipment which requires electrical service, submit detailed information to show power supply requirements, MCC and control panel, elevations, wiring diagrams, control and protection schematics, shop test data, operation and maintenance procedures, outline drawings, and

Manufacturer's recommendation of the interface/interlock among the equipment.

2) For mechanical equipment submit all data pertinent to the installation and maintenance of the equipment including Shop Drawings, anchorage requirements, Manufacturer's recommended installation procedure, detailed installation drawings, test data and curves, operation and maintenance manuals, and other details necessary.

3) For Shop Drawings or equipment drawings, include dimensions, size and location of connections to other work, and weight of equipment.

4) Installation or placing drawings for equipment, drives, and bases.

5) Supporting calculations for equipment and associated supports, or hangers required or specified to be designed by equipment Manufacturers, including seismic restraint information and details.

6) Complete coating Manufacturer's specifications, including materials description and paint system.

7) Performance data and head vs. flow curves for compressors and pumps.

8) Suggested spare parts list with current price information.

9) List of special tools required for checking, testing, parts replacement, and maintenance. (Special tools are those which have been specially designed or adapted for use on parts of the equipment, and which are not customarily and routinely carried by maintenance mechanics.)

10) List of special tools furnished with the equipment.

11) List of materials and supplies required for the equipment prior to and during startup.

12) Installation instructions.

13) List of materials and supplies furnished with the equipment.

14) Samples of finish colors for selection.

15) Special handling instructions.

16) Requirements for storage and protection prior to installation.

17) Requirements for routine maintenance required prior to facility startup.

01 33 00-5

18) Startup and operating instructions.

b. Seismic design calculations and restraint details for equipment and piping supports. See paragraph F.2 below. Calculations shall be stamped by a Civil or

Structural Engineer registered in the State of Utah

c. Electrical:

1) Wiring and control diagrams of systems and equipment. Local control panel details.

2) List of special motor features being provided (e.g., space heaters, altitude corrections, thermal protectors, mounting arrangement, etc.).

3) Complete motor rating for all motors, including motor no-load, starting, and full-load current at rated voltage; full-load speed and full-load current at 110 percent voltage; motor service factor; motor efficiency and power factor at

1/2, 3/4, and full-load at rated voltage; recommended maximum kVAR of power factor correction capacitors when capacitors are switched with motor.

4) See Division 26 - ELECTRICAL, for additional specific submittal requirements.

d. Instrumentation and Control:

1) See Technical Sections for additional specific submittal requirements.

2) The submittals shall include satisfactory identification of items, units, and assemblies in relation to the Specification Section number, and the system or equipment identification or tag number shown on the Drawings, the

Process and Instrumentation Diagram (P&ID), or as provided in applicable

Specification Section.

D. BABA Act Equipment and Materials Requirements

1. All equipment, components, and materials specified herein must be manufactured in the United States.

2. The PCSS shall provide, at no cost to the OWNER, all necessary compliance certificates for each iron, steel, manufactured product, or construction material used in the project, certifying the product was produced in the United States.

3. The PCSS shall obtain any required waivers from the EPA prior to procurement of any non-domestic product.

4. Failure to comply with these domestic preference requirements, or to obtain required waivers, shall constitute a default under this contract.

E. Final Shop Drawings to be submitted to ENGINEER

1. Complete electronic sets of reproducible final Shop Drawings shall be submitted to

ENGINEER before, or at the time of, delivery of equipment onto the site.

F. Seismic loading design provisions

1. All equipment supports that are not specifically detailed on the Drawings or specified herein shall be the responsibility of the equipment Manufacturers and shall be designed by a Civil or Structural Engineer registered in the State of Utah.

2. The design shall be in accordance with the seismic provisions International Building

Code (IBC) 2021 and of the seismic design requirements listed in Section 01 61 00, Common Product Requirements, in addition to all other loading conditions.

G. Submittal of interface information (connection and correlation with other work)

1. Where called for in the Specifications, and as determined necessary by ENGINEER to provide proper correlation with other equipment, complete interface information shall be submitted.

01 33 00-6

2. This interface information shall be accurate and contain all information necessary to allow the completion of detailed design and construction of the interfacing or connecting work.

3. The PCSS shall include in their negotiation for Subcontract Work, such agreements as may be necessary to ensure the accuracy of Supplier's interface submittal information.

4. In the event additional costs are incurred due to subsequent changes to information given in said interface information, such additional costs shall be borne by the PCSS.

H. Operation and Maintenance (O&M) Manuals

1. O&M manuals shall be submitted in accordance with Section 01 78 23 Installation, Operation and Maintenance Manuals.

2. All equipment Manufacturers shall be made aware of these requirements and all associated costs shall be included in the costs for furnishing the equipment or system.

3. O&M Submittal Review Checklist

a. CONTRACTOR shall include a completed O&M Manual Submittal Review Checklist

(copy included at the end of this Section) with each O&M manual submittal.

b. The checklist shall indicate that the O&M manual as submitted complies in all respects to the requirements of the Contract Documents.

c. Any O&M manual submitted without a completed checklist will be rejected.

4. The manuals shall be furnished to ENGINEER upon the delivery of the respective equipment.

5. No payment will be made for equipment or materials or equipment installation before the respective O&M manuals have been approved by ENGINEER.

6. Each O&M manual shall be complete in all respects for all equipment, controls, accessories, and associated appurtenances.

7. Each O&M manual shall include, but not be limited to, the following:

a. Diagrams and illustrations, including pump curves indicating operating points

b. Detailed description of the function of each principal component of the system

c. Performance and nameplate data

d. Installation instructions

e. Starting procedure

f. Proper adjustment procedure

g. Test procedures

h. Operating procedure

i. Shutdown instructions

j. Emergency operating instructions and troubleshooting guide

k. Safety instructions

l. Maintenance and overhaul instructions which shall include detailed assembly drawings with part numbers, parts list, instructions for ordering spare parts, and complete preventive maintenance instructions required to ensure satisfactory performance and longevity of the equipment

m. Lubrication instructions which shall list points to be greased or oiled, shall recommend type, grade, and temperature range of lubricants, and shall recommend frequency of lubrication

n. List of electrical relay settings and control and alarm contact settings

o. Electrical interconnection wiring diagram for equipment furnished, including all control and lighting systems

p. Recommendations for spare parts and special tools

01 33 00-7

8. Manuals shall be transmitted to ENGINEER upon delivery of the equipment and all equipment shall be serviced in accordance with the Manufacturer's recommendations prior to operation. A service record shall be maintained on each item of equipment and shall be delivered to ENGINEER prior to final acceptance of the Project.

I. Manufacturers' certificates and proper installation

1. CONTRACTOR shall submit Manufacturers' certificates of proper installation for items of equipment as specified under Section 01 79 00 Testing, Training and

Startup.

J. Samples and test specimens

1. Where required in the Specifications, and as determined necessary by ENGINEER, test specimens or samples of materials, appliances, and fittings to be used or offered for use in connection with the work shall be submitted to ENGINEER at

Equipment Supplier's expense, with information as to their sources, with all cartage charges prepaid, and in such quantities and sizes as may be required for proper examination and tests to establish the quality or equality thereof, as applicable.

2. All samples and test specimens shall be submitted in ample time to enable Engineer to make any tests or examinations necessary, without delay to the work. The PCSS will be held responsible for any loss of time due to their neglect or failure to deliver the required samples to ENGINEER, as specified.

3. Equipment Supplier shall submit additional samples as required by ENGINEER to ensure equality with the original approved sample and/or for determination of

Specification compliance.

4. Laboratory tests and examinations that OWNER elects to make in its own laboratory will be made at no cost to the PCSS, except that, if a sample of any material or equipment proposed for use by the PCSS fails to meet the Specifications, the cost of testing subsequent samples shall be borne by the PCSS.

5. All tests required by the Specifications to be performed by an independent laboratory shall be made by a laboratory approved by ENGINEER. Certified test results of all specified tests shall be submitted in duplicate to ENGINEER. The samples furnished and the cost for the laboratory services shall be at the expense of the PCSS and included in the prices bid for the associated work.

6. Approved sample items (fixtures, hardware, etc.) may be incorporated into the work upon approval, and when no longer needed by ENGINEER for reference.

K. Material and equipment colors

1. ENGINEER will provide a schedule of selected colors within 30 days after approval of materials and equipment, and after receiving samples of the Manufacturers' standard colors for those items requiring OWNER's selection.

L. Certificates of Compliance

1. A Certificate of Compliance shall be furnished for materials specified to a recognized standard or code prior to the use of any such materials in the Work.

2. ENGINEER may permit the use of certain materials or assemblies prior to sampling and testing if accompanied by a Certificate of Compliance.

3. The certificate shall be signed by the Manufacturer of the material or the

Manufacturer of assembled materials and shall state that the materials involved comply in all respects with the requirements of the Specifications.

01 33 00-8

4. A Certificate of Compliance shall be furnished with each lot of material delivered to the work and the lot so certified shall be clearly identified in the certificate.

M. Quality Assurance

1. Source limitations: To the greatest extent possible for each unit of work, the PCSS shall provide products, materials, or equipment of a singular generic kind from a single source.

2. Compatibility of options

a. Where more than one choice is available as options for the PCSS’s selection of a product, material, or equipment, the PCSS shall select an option which is compatible with other products, materials, or equipment already selected.

b. Compatibility is a basic general requirement of product/material selections.

N. Review by ENGINEER

1. After review by ENGINEER of each of the PCSS’ submissions, the material will be returned to Equipment Supplier with actions defined as follows:

a. NO EXCEPTIONS TAKEN: Accepted subject to its compatibility with further submittals and additional partial submittals for portions of the work not covered in this submittal. Does not constitute approval or deletion of specified or required items not shown in the partial submittal.

b. MAKE CORRECTIONS NOTED: Same as 1.a., except that minor corrections as noted shall be made by Equipment Supplier.

c. REVISE AND RESUBMIT: Rejected because of major inconsistencies or errors which shall be resolved or corrected by the PCSS prior to subsequent review by

ENGINEER.

d. REJECTED - RESUBMIT: Submitted material does not conform to Contract

Documents in major respect, e.g., wrong item, wrong size, model, capacity, or material.

2. Review actions (a) and (b) above constitute acceptance by ENGINEER of the submittal.

O. Requests for Information

1. Requests for Information about the Contract Documents shall be directed by the

PCSS to ENGINEER using a Request for Information (RFI) form as agreed to by

OWNER and ENGINEER. Such requests shall not be transmitted directly to

ENGINEER from a Subcontractor or Supplier.

2. A separate form shall be used for each specific item for which information is required. Requests for Information for more than one item using a single RFI form will be permitted only when the items are so functionally related that expediency indicates review of the group of items as a whole.

3. ENGINEER will reply to the PCSS’s Request for Information as soon thereafter as practicable.

PART 2 - PRODUCTS (NOT USED)

+ + END OF SECTION + +

01 33 00 CL-1

O&M Manual Review Checklist

SECTION 01 33 00 CL

O&M MANUAL REVIEW CHECKLIST

SUBMITTAL NO. DATED

SPEC. SECTION. REVIEW DATE

SUBJECT REVIEWER

EQUIP. ITEM

SUPPLIER

MANUFACTURER

ACCEPTABLE PROJECT TITLE Orem Water Reclamation

Phosphorus Control System

Procurement Project

UNACCEPTABLE PROJECT NO. 23-090.4

ACCEPTABLE?

DESCRIPTION YES NO NA COMMENTS

HARD-COPY O&M MANUALS

▪ Minimum three (3) copies

▪ Three-ring binder with hard-back cover

▪ Cover Label and Title Page:

Project title and Project number

Specification section

System/Equipment names

Facility

Equipment number

▪ Typed table of contents

▪ Heavy section dividers w/numbered plastic index tabs .

▪ Sections parallel equipment specifications

▪ Pages punched for 3 ring binder (punching does not obliterate data)

▪ Info larger than 8-1/2 inches by 11 inches folded showing title block, or included in binder pockets

▪ Multiple volumes labeled “Vol. 1”, “Vol. 2”, etc

▪ Table of contents for entire set in each binder

ELECTRONIC O&M MANUALS

▪ Minimum one (1) copy on USB Drive

▪ Full version of O&M manual in PDF format

▪ Separate text and drawing files used to create PDF O&M manual

▪ Index on USB Drive as separate file titled “index”

01 33 00 CL-2

O&M Manual Review Checklist

ACCEPTABLE?

DESCRIPTION YES NO NA COMMENTS

TECHNICAL CONTENT

▪ Diagrams and illustrations, including pump curves

▪ Detailed description of function of principal components

▪ Performance and nameplate data

▪ Installation instructions

▪ Starting procedure

▪ Proper adjustment procedure

▪ Test procedures

▪ Operating procedure

▪ Shutdown instructions

▪ Emergency operating instructions & troubleshooting

▪ Safety instructions

▪ Maintenance and overhaul instructions

▪ Lubrication instructions

▪ List of electrical relay settings and control and alarm contact settings

▪ Electrical interconnection wiring diagrams, including control and lighting systems

▪ Print out of PLC/HMI programs

▪ Recommended spare parts and special tools

▪ Project specific warranty statement

01 33 16-1

Design Data

SECTION 01 33 16

DESIGN DATA

PART 1 - GENERAL

1.1 DESIGN CRITERIA

A. The Phosphorus Control System (PCS) shall treat anaerobically digested sludge.

Digested sludge being fed to the PCS will be withdrawn from a Secondary Mesophilic

Digester which receives digested sludge from the facility’s Primary Mesophilic Digester.

B. The PCS shall be designed to treat digested sludge of the following amounts and characteristics. Feed flows to the PCS shall be on a constant basis, with the system receiving flows 24 hours per day, 7 days per week.

Phosphorus Control System Feed Table

Parameter Current Average Conditions Design Average Conditions

Digested Sludge

Flow, Average Annual

Day, (gpd)

111,500 118,000

Digested Sludge

Flow, Average Day

Maximum Month, (gpd)

147,000 156,000

Temperature (° F) 105 90 – 110

Percent Total Solids

(%TS)

1.2

1.8

Ortho-P

Concentration (mg/L ortho-P as P)

124 186

Ammonia

Concentration (mg/L ammonia as N)

470 705

Magnesium

Concentration (mg/L as Mg)

42 63 pH 6.9 - 7.3 6.9 - 7.3

1. Current Average Conditions

a. Current Average Conditions represent the approximate digested sludge flows and loads currently occurring at the facility. These will be the conditions under which the PCS performance testing will be executed, as specified in Section 46

75 50 Phosphorus Control System. Performance Requirements for this condition are specified in Paragraph 1.2.C of this Section.

2. Design Average Conditions

a. The Design Average Conditions for digested sludge to be fed to the PCS shall be the basis of the Chemical Dosing Data Table contained within the Proposal.

01 33 16-2

Sludge Flows for Design Average Conditions shall be simulated during PCS performance testing as specified in Section 46 75 50 Phosphorus Control

System. Performance Requirements for this condition are specified in Paragraph

1.2.C of this Section.

3. Design Max Month Conditions

a. Sludge Flows for Design Max Month Conditions shall be simulated during PCS performance testing as specified in Section 46 75 50 Phosphorus Control

System. Performance Requirements for this condition are specified in Paragraph

1.2.C of this Section.

1.2 PHOSPHORUS CONTROL SYSTEM PERFORMANCE REQUIREMENTS

A. Pumping

1. Feed pumping to the PCS shall be furnished to service all conditions presented in the PCS Feed Table as specified in Paragraph 1.1.B of this Section

2. Flow discharged from the PCS shall be pumped to unheated, mixed Sludge Holding

Tanks west of the facility’s Biosolids Building. Discharge pumping shall have similar flow and operational capabilities as PCS feed pumping.

B. Influent Sludge Quality

1. The influent sludge quality to the PCS shall be measured at a sample port on the influent piping to the PCS.

C. Treated Sludge Quality

1. The treated sludge quality from the PCS shall be measured at the following locations:

a. Sample port on the discharge piping from the PCS

b. Sludge Holding Tanks

c. Dewatering Pressate

2. Sampling locations for Secondary Digester and Dewatering pressate shall be determined by OWNER.

3. Required minimum treated sludge quality parameters for the PCS are as specified in the table below.

Required Minimum Performance Table

Parameter Current Average

Conditions

Design Average

Conditions

Design Max

Month Conditions

Ortho-P

Concentration

Reduction

85% reduction over influent concentrations or

25 mg/L ortho-P as

P

90% reduction over influent concentrations or

25 mg/L ortho-P as

P

90% reduction over influent concentrations or

25 mg/L ortho-P as

P pH 6.5 – 8.0 6.5 – 8.0 6.5 – 8.0

4. Treated sludge quality as measured from the Dewatering pressate samples shall be the basis by which performance testing and pilot testing results shall be validated by ENGINEER.

5. Treated sludge quality as measured from effluent piping of the PCS and Secondary

Digester shall be used for interpretation and verification of the Dewatering pressate

01 33 16-3 measurements and shall not be used as the basis to validate results from performance testing unless specifically determined as such in writing by the

ENGINEER.

PART 2 - PRODUCTS – NOT USED

PART 3 - EXECUTION – NOT USED

01 33 16-4

THIS PAGE INTENTIONALLY LEFT BLANK

01 42 03-1

Reference Standards and Abbreviations

SECTION 01 42 03

REFERENCE STANDARDS AND ABBREVIATIONS

PART 1 - GENERAL

1.1 REFERENCE STANDARDS

A. The standards referred to, except as modified, shall have full force and effect as though printed in the Contract Documents, and shall be the latest edition or revision thereof in effect on the bid opening date, unless a particular edition or issue is indicated. Copies of these standards are not available from the OWNER.

B. The ENGINEER will furnish, upon request, information as to how copies may be obtained.

C. Abbreviations and terms, or pronouns in place of them, shall be interpreted as follows:

AAMA: Architectural Aluminum Manufacturer's Association

AAN: American Association of Nurserymen

AAR: Association of American Railroads

AASHTO: American Association of State Highway and Transportation Officials, Standard Specifications

AATCC: American Association of Textile Chemists and Colorists

ABMA: American Bearing Manufacturers Association

ACI: American Concrete Institute, Standards

AFBMA: Anti-Friction Bearing Manufacturer's Association, Inc.

AGA: American Gas Association

AGC: Associated General Contractors

AGMA: American Gear Manufacturer's Association

AHAM: Association of Home Appliance Manufacturer's

AI: The Asphalt Institute

AIA: American Institute of Architects

AISC: American Institute of Steel Construction, Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings, and the

AISC Code of Standard Practice

AISI: American Iron and Steel Institute

AITC: American Institute of Timber Construction

AMCA: Air Moving and Conditioning Association, Standards

ANS: American Nuclear Society

ANSI: American National Standards Institute

APA: American Plywood Association

API: American Petroleum Institute

APWA: American Public Works Association, Standard Specifications for Public

Works Construction

ASA: Acoustical Society of America

ASAE: American Society of Agriculture Engineers

ASCE: American Society of Civil Engineers

01 42 03-2

ASHRAE: American Society of Heating, Refrigeration and Air Conditioning

Engineers

ASLE: American Society of Lubricating Engineers

ASME: American Society of Mechanical Engineers

ASQC: American Society of Quality Control

ASSE: American Society of Sanitary Engineers

ASTM: American Society for Testing and Materials, Standards

AWG: American Wire Gauge

AWPA: American Wood-Preservers' Association, Standards

AWPI: American Wood Preservers Institute

AWS: American Welding Society

AWWA: American Water Works Association, Standards

BBC: Basic Building Code, Building Officials and Code Administrators

International

BHMA: Builders Hardware Manufacturer's Association

CBM: Certified Ballast Manufacturer's

CEMA: Conveyors Equipment Manufacturer's Association

CGA: Compressed Gas Association

CISPI: Cast Iron Soil Pipe Institute, Standards

CLFMI: Chain Link Fence Manufacturer's Institute

CMAA: Crane Manufacturers' Association of America

CMA: Concrete Masonry Association

CRSI: Concrete Reinforcing Steel Institute, Standards

DCDMA: Diamond Core Drill Manufacturer's Association

EIA: Electronic Industries Association

ETL: Electrical Test Laboratories

FED/OSHA: Federal Occupational Safety and Health Administration, Standards

FM: Factory Mutual

IBC: International Building Code

ICBO: International Conference of Building Officials

ICEA: Insulated Cable Engineers Association

IEEE: Institute of Electrical and Electronic Engineers

IES: Illuminating Engineering Society

IME: Institute of Makers of Explosives

IP: Institute of Petroleum (London)

IPC: Institute of Printed Circuits

IPCEA: Insulated Power Cable Engineers Association

ISA: Instrument Society of America

ISO: International Organization of Standardization

ITE: Institute of Traffic Engineers

MBMA: Metal Building Manufacturer's Association

MPTA: Mechanical Power Transmission of Association

MTI: Marine Testing Institute

MSS: Manufacturers Standardization Society

NAAM: National Association of Architectural Metal Manufacturers

NACE: National Association of Corrosion Engineers, Standards

NBS: National Bureau of Standards

01 42 03-3

NCCLS: National Committee for Clinical Laboratory Standards

NEC: National Electric Code

NEMA: National Electrical Manufacturers' Association, Standards

NFPA: National Fire Protection Association

NFPA: National Forest Products Association

NGLI: National Lubricating Grease Institute

NMA: National Microfilm Association

NWMA: National Woodwork Manufacturers Association

OSHA: Occupational Safety and Health Administration

PCA: Portland Cement Association

PCI: Prestressed Concrete Institute

RIS: Redwood Inspection Service, Standard Specifications

RVIA: Recreational Vehicle Industry Association

RWMA: Resistance Welder Manufacturer's Association

SAE: Society of Automotive Engineers

SAMA: Scientific Apparatus Makers Association

SDI: Steel Door Institute

SIS: Swedish Standards Association

SMA: Screen Manufacturer's Association

SMACNA: Sheet Metal and Air Conditioning Contractors National Association

SPR: Simplified Practice Recommendation

SSBC: Southern Standard Building Code, Southern Building Code Congress

SSPC: Steel Structures Painting Council, Specifications

SSPWC: Standard Specifications for Public Works Construction

TAPPI: Technical Association of the Pulp and Paper Industry

TFI: The Fertilizer Institute

UBC: Uniform Building Code of the International Conference of Building

Officials

UPC: Uniform Plumbing Code

UL: Underwriters Laboratories

WCLA: West Coast Lumbermen's Association, Standard Grading and

Dressing Rules

WCLIB: West Coast Lumber Inspection Bureau

WCRSI: Western Concrete Reinforcing Steel Institute

WRI: Wire Reinforcement Institute, Inc.

WWPA: Western Wood Products Association

1.2 OTHER ABBREVIATIONS

A. Other common abbreviations that may be found in the Specifications are, but may not be limited to:

acrylonitrile butadiene styrene ABS alternating current AC

American wire gauge AWG ante meridiem am ampere A, amp average avg biochemical oxygen demand BOD brake horsepower bhp

British thermal unit Btu

Centigrade C

01 42 03-4 chlorinated polyvinyl chloride CPVC company Co cubic inch cu in, in³ cubic foot cu ft, CF, ft³ cubic yard cu yd, CY, yd³ cubic feet per minute cfm, ft³/min cubic feet per second cfs, ft³/s decibel dB decibels, A-weighted dBA degree Centigrade (Celsius) °C degree Fahrenheit °F diameter diam, ø direct current DC dollars $ ductile iron DI each ea, @ efficiency eff elevation El, Elev ethylene proplylene rubber EPDM exhaust fan EF

Fahrenheit F feet ft feet per hour fph, ft/h feet per minute fpm, ft/min feet per second fps, ft/s fiberglass reinforced plastic FRP figure Fig.

flange flg foot-pound ft-lb gallon gal gallons per hour gph, gal/hr gallons per minute gpm, gal/min gallons per second gps, gal/s gram g ground fault current GFCI interrupter hand/off/automatic HOA heating, ventilating, and air conditioning HVAC

Hertz Hz hour hr horsepower hp inch in inch-pound in-lb input/output I/O inside diameter ID instrumentation and control I&C kilovolt kV kilovolt-ampere kVA kilowatt kW kilowatt-hour kWhr length L length to least radius of gyration L/r light emitting diode LED linear lin linear foot LF, lin ft liter l manhole MH maximum max mean sea level MSL megawatt MW mercury Hg miles per hour mph milli-amp mA milliampere DC mAdc milligram mg milligrams per liter mg/l milliliter ml millimeter mm million gallon MG, mil million gallons per day mgd minimum min motor control center MCC net positive suction head available NPSHA net positive suction head required NPSHR number No, #

National Pipe Thread NPT

Operation and Maintenance O&M ounce oz outside diameter OD parts per million ppm post meridiem pm

01 42 03-5 plus or minus +/-, ± polytetrafluorethylene PTFE polyvinyl chloride PVC pound lb pound-force lbf pounds per square foot psf, lb/ft² pounds per square inch psi, lb/in² pounds per square inch absolute psia pounds per square inch gage psig

Process and Instrumentation

Diagrams P&ID random access memory RAM reinforced concrete pipe RCP reinforced concrete cylinder pipe RCCP relative humidity RH revolutions per minute rpm second sec, s specific gravity sp gr square foot sq ft, SF, ft² square inch sq in, in² square yard sq yd, SY, yd² stainless steel SS standard std standard cubic feet per minute scfm symmetrical sym.

total dynamic head tdh totally-enclosed, fan-cooled TEFC totally-enclosed, non-ventilated TENV twisted shielded TWSH ultraviolet UV

United States US, USA variable frequency drive VFD, AFD volt V volts alternating current VAC volts direct current VDC water to cement W/C, wc water column WC

PART 2 - PRODUCTS (NOT USED)

01 42 03-6

01 58 00-1

Identification and Tagging

SECTION 01 58 00

IDENTIFICATION AND TAGGING

PART 1 - GENERAL

1.1 DESCRIPTION

A. Description of Work

1. Provide a non-corrosive permanently engraved identification tag for each piece of equipment provided.

2. The equipment number used by the Manufacturer shall be consistent with the number used to identify the equipment in parts listings and other O&M documentation. The tagging scheme will be finalized with the Final Design of the Facility and will follow the standards currently being developed by ENGINEER and OWNER. Where possible, equipment tags shall be affixed to the equipment by the equipment Manufacturer prior to delivery to CONTRACTOR.

3. The PHOSPHORUS CONTROL SYSTEM…