191BWC22R0005_IOI_Rehab_PH45_Specs_20220602.pdf

Front Cover

International Boundary and Water Commission United States and Mexico United States Section

Technical Specifications International Outfall Interceptor IOI Rehabilitation Phases 4&5 Santa Cruz County, Arizona

Solicitation 191BWC22R0005

June 2, 2022

International Boundary and Water Commission United States Section Engineering Services Division El Paso, Texas

Trunkline

& IOI

NIWTP

These Technical Specifications may be reprinted after Contract award using the awarded Contract number instead of the Solicitation number currently shown. The reprint shall have all changes indicated incorporated.

Reissuance of the awarded Technical Specifications with the Contract number will proceed without an amendment or modification.

Reissuance with the Contract number will NOT result in a new date being displayed on the Technical

Specifications.

PLEASE NOTE - Technical Specifications should be printed double sided.

Please conserve paper and print double sided.

Changes in the May 17, 2022 version from the March 15, 2022 version include:

Section 00.31.19 1.6A.4.

Section 00.31.43 1.10D.6. and 1.10J.

Section 01.42.00 1.4F.25. and 1.6

Section 01.45.00 1.15A.7.

Section 01.57.00 1.4B.4.

Section 31.40.00 1.9A.

Section 46.03.00 1.4A.2. and 1.9A.1.

Section 46.04.00 1.3B., 3.2A.1., and 3.2B.5

Section 46.05.00 1.7B.1. and 3.1D.

Section 46.06.00 1.7A.1. and 3.1E.

Section 46.10.00 1.4B.2., 1.7A., and 2.6

All changes are highlighted. Changes in this June 2, 2022 version from the May 17, 2022 version include:

Section 00.31.19 1.6C.

Section 00.31.50 1.3C.2.

Section 46.04.00 1.9.

USIBWC International Outfall Interceptor

June 2, 2022 Division 00

USIBWC Solicitation 191BWC22R0005 Procurement and Contracting Requirements-Page 1

US International Boundary & Water Commission

International Boundary and Water Commission United States Section

TECHNICAL SPECIFICATIONS

DIVISION 00

PROCUREMENT AND CONTRACTING

REQUIREMENTS

IOI Rehabilitation Phases 4&5 US International Boundary & Water Commission International Outfall Interceptor Procurement and

Contracting

Requirements

Division 00

Division 00-Procurement and Contracting Requirements

June 2, 2022 Division 00

USIBWC Solicitation 191BWC22R0005 Procurement and Contracting Requirements-Page 2

This page intentionally left blank for double sided printing.

June 2, 2022 Table of Contents Governing

USIBWC Solicitation 191BWC22R0005 00.01.10-Page 1

SECTION 00.01.10

TABLE OF CONTENTS GOVERNING

00.01.10 Table of Contents Governing 00.01.10-Table of Contents Governing

Table of Contents

DIVISIONS AND SECTIONS

Division 00-Procurement and Contracting Requirements 00.01.10-Table of Contents Governing 00.01.15-List of Contract Drawings 00.21.13-Instructions to Bidders 00.31.19-Existing Condition Information 00.31.21-Survey Information 00.31.24-Environmental Information 00.31.26-Existing Hazardous Material Information 00.31.32-Geotechnical Data 00.31.43-Permit Application 00.31.50-Other Project Information 00.60.00-USIBWC Forms and Standard Documents 00.70.00-Delivery of Data to USIBWC 00.70.13-Project Data 00.72.00-Order of Precedence 00.73.63-Security Requirements

Division 01-General Requirements 01.11.00-Summary of Work 01.22.00-Measurement and Payment 01.29.00-Payment Procedures 01.29.15-Certified Payroll 01.31.00-Project Coordination 01.31.75-Code of Business Ethics 01.32.16-Construction Progress Schedule 01.32.33-Photographic Documentation 01.33.00-Submittal Procedures 01.35.23-Safety 01.42.00-References 01.43.26-Testing and Inspection Agencies 01.45.00-Quality Control 01.51.00-Temporary Utilities 01.52.13-Field Offices and Sheds 01.55.26-Traffic Control and Project Signage 01.57.00-Temporary Controls for Work Areas 01.57.19-Temporary Environmental Controls 01.58.00-Project Identification 01.61.00-Common Product Requirements 01.61.16-Use of Recovered Materials and Biobased Products 01.71.13-Mobilization 01.74.19-Construction Waste Management and Disposal 01.77.19-Closeout Requirements

USIBWC Solicitation 191BWC22R0005 00.01.10-Page 2

01.78.36-Warranties 01.78.39-Record Drawings

Division 02-Existing Conditions 02.01.00-Existing Conditions and Facilities 02.02.00-Diversion and Care of Water 02.21.00-Surveys 02.21.13-Cultural Resources Surveys

Division 03-Concrete 03.11.00-Concrete Forming 03.15.00-Concrete Accessories 03.15.16-Concrete Joints 03.21.00-Reinforcing Steel 03.31.00-Cast-in-Place Concrete 03.35.00-Concrete Finishing 03.39.00-Concrete Curing

Division 05-Metal 05.05.13-Galvanizing 05.05.23-Welding

Division 31-Earthwork 31.05.13-Geological Materials 31.11.00-Clearing and Grubbing 31.23.20-Excavation, Backfill, and Restoration General 31.23.21-Excavation, Backfill, and Restoration for Structures 31.23.23.23-Flowable Backfill (CLSM) 31.40.00-Temporary Sheeting and Shoring

Division 32-Exterior Improvements 32.92.00-Revegetation

Division 33-Utilities 33.05.39.41-Reinforced Concrete Pipe

Division 46-Water and Wastewater Equipment 46.01.00-Sewer Line Cleaning 46.02.00-Television Inspection of Sewer 46.03.00-Sewer Flow Control 46.04.00-Cured-in-Place Pipe (CIPP) 46.05.00-Protective Lining System for Manholes 46.06.00-Carbon Fiber Composite Structural Manhole Rehabilitation 46.10.00-Sanitary Sewer Manhole

Technical Specification Tables

Table 1 – Phase IV Index of Drawings Table 2 – Phase V Index of Drawings

USIBWC Solicitation 191BWC22R0005 00.01.10-Page 3

Table 3 - Record Sewage Flows Table 4 – Stormwater Flows for Nogales Wash Table 5 - Quality Control Testing Table 6 - Required Minimum Biobased Content Table 7 - Required Minimum Recovered Content Table 8 - Warranty Priority Code A Table 9 - Warranty Priority Code B Table 10 - Warranty Priority Code C Table 11 - Warranty Priority Code D Table 12 - Permitted Surface Irregularities Table 13 - Epoxy Adhesive Requirements Table 14 - ASTM C881 Minimum Requirements Table 15 - Nonshrink Grout Requirements Table 16 - Minimum Concrete Cover Variation Table 17 - Minimum Concrete Strength Table 18 - Maximum Water-Cement Ratio Table 19 - Deviations and Tolerances from Specified Lines, Grades, and Dimensions Table 20 - Acceptance Criteria for Questionable Water Supplies Table 21 - Chemical Limits for Mix Water Table 22 - Coarse Aggregate Gradation Chart Table 23 - Fine Aggregate Gradation Chart Table 24 - Standard Deviation Modification Factor Table 25 - Overdesign to Meet Compressive Strength Requirements (1) Table 26 - Overdesign to Meet Compressive Strength Requirements (2) Table 27 - Duration of Curing Table 28 - Galvanizing Standards Table 29 – Foundation and Bedding Material Requirements Table 30 – Aggregate Base Course Requirements Table 31 – Coarse/Fine Aggregate Requirements Table 32 – Marshall Mix Design Criteria Table 33 – Performance Grading System Table 34 – Gradation Acceptance Limits for Marshall Mixes Table 35 - Plant Varieties and Seeding Rates Table 36 - Gradation of Topsoil Table 37 - Circular Pipe ASTM C76 & ASTM C655 Table 38 - Minimum CIPP Physical Properties Table 39 - Design Parameters for CIPP Table 40 - Site Specific Design Parameters for Each Pipe Segment Between Manholes Table 41 - Minimum Trowelable Underlayment Properties Table 42 - Minimum Filler Compound Properties Table 43 - Minimum Epoxy Protective Lining Properties Table 44 - Minimum Hydraulic Water Plug Properties Table 45 - CFSMRS Products Table 46 - CFSMRS Materials Table 47 - Environmental Durability Test Matrix Table 48 - Typical CFSMRS Properties Table 49 - Adhesion Test Pass Criteria Table 50 - Adhesion Test Fail Criteria

USIBWC Solicitation 191BWC22R0005 00.01.10-Page 4

Technical Specification Figures

Figure 1 - Fillable Form (not printed) Figure 2 - Printed Fillable Form Figure 3 - Sample Project Sign Figure 4 - Fabrication Tolerances for Bars Figure 5 - Miscellaneous Qualification: Fillet Weld Break Specimen Figure 6 - Miscellaneous Qualification: Method of Rupturing Specimen Figure 7 - Section View of Nonstandard Manhole

--End of Section--file:///C:/Users/crystal.cadillo/Documents/Nogales%20IOI%20Rehab%20PH4&5/Solicitation%20FY22/Amendments/A00001/Specs/191BWC22R0005_IOI_Rehab_PH4&5_Specs_20220517_aft.macro.docm%23_Toc103692654 file:///C:/Users/crystal.cadillo/Documents/Nogales%20IOI%20Rehab%20PH4&5/Solicitation%20FY22/Amendments/A00001/Specs/191BWC22R0005_IOI_Rehab_PH4&5_Specs_20220517_aft.macro.docm%23_Toc103692655 file:///C:/Users/crystal.cadillo/Documents/Nogales%20IOI%20Rehab%20PH4&5/Solicitation%20FY22/Amendments/A00001/Specs/191BWC22R0005_IOI_Rehab_PH4&5_Specs_20220517_aft.macro.docm%23_Toc103692656 file:///C:/Users/crystal.cadillo/Documents/Nogales%20IOI%20Rehab%20PH4&5/Solicitation%20FY22/Amendments/A00001/Specs/191BWC22R0005_IOI_Rehab_PH4&5_Specs_20220517_aft.macro.docm%23_Toc103692657 file:///C:/Users/crystal.cadillo/Documents/Nogales%20IOI%20Rehab%20PH4&5/Solicitation%20FY22/Amendments/A00001/Specs/191BWC22R0005_IOI_Rehab_PH4&5_Specs_20220517_aft.macro.docm%23_Toc103692658

June 2, 2022 List of Contract Drawings

USIBWC Solicitation 191BWC22R0005 00.01.15-Page 1

SECTION 00.01.15

LIST OF CONTRACT DRAWINGS

00.01.15 List of Contract Drawings 00.01.15-List of Contract Drawings

PART 1 - GENERAL

1.1 SECTION INCLUDES

Part 1 - General

1.1 Section Includes

1.2 Measurement and Payment

1.3 Drawing Titles

1.4 Drawing Index

Part 2 - Products

2.1 Additional or Revised Drawings

Part 3 - Execution (Not Used) --End of Section--

1.2 MEASUREMENT AND PAYMENT

The work performed by the Contractor under this Section shall not be paid for directly but shall be included in the various Bid Items under this Contract.

1.3 DRAWING TITLES

The Contract Drawings applicable to this Contract are two separate sets, one for each phase, and entitled:

Rehabilitation Improvements Trunkline and International Outfall Interceptor, Santa Cruz

Count, AZ – Phase IV

Rehabilitation Improvements Trunkline and International Outfall Interceptor, Santa Cruz

Count, AZ – Phase V

1.4 DRAWING INDEX

The Contract Drawings include the following:

Table 1 – Phase IV Index of Drawings

SHEET NO. USIBWC NO. SHEET TITLE

IV-GI-0001 27271-000-00 COVER SHEET

IV-GI-0002 27272-000-00 DRAWING INDEX, LEGEND AND ABBREVIATIONS

IV-GI-0003 27273-000-00 GENERAL NOTES

IV-GI-0004 27274-000-00 REQUIRED MANHOLE REHABILITATION

IV-GC-1001 27275-000-00 GENERAL ARRANGEMENT PLAN SHEET 1 OF 2

IV-GC-1002 27276-000-00 GENERAL ARRANGEMENT PLAN SHEET 2 OF 2

IV-CU-2000 27277-000-00 KEY PLAN SHEET 1 OF 2

IV-CU-2001 27278-000-00 KEY PLAN SHEET 2 OF 2

IV-CU-2019 27279-000-00 PLAN AND PROFILE STA 185+00 TO STA 196+00

IV-CU-2020 27280-000-00 PLAN AND PROFILE STA 196+00 TO STA 207+00

USIBWC Solicitation 191BWC22R0005 00.01.15-Page 2

SHEET NO. USIBWC NO. SHEET TITLE

IV-CU-2021 27281-000-00 PLAN AND PROFILE STA 207+00 TO STA 218+00

IV-CU-2022 27282-000-00 PLAN AND PROFILE STA 218+00 TO STA 229+00

IV-CU-2023 27283-000-00 PLAN AND PROFILE STA 229+00 TO STA 240+00

IV-CU-2024 27284-000-00 PLAN AND PROFILE STA 240+00 TO STA 251+00

IV-CU-2025 27285-000-00 PLAN AND PROFILE STA 251+00 TO STA 262+00

IV-CU-2026 27286-000-00 PLAN AND PROFILE STA 262+00 TO STA 273+00

IV-CU-2027 27287-000-00 PLAN AND PROFILE STA 273+00 TO STA 284+00

IV-CU-3001 27288-000-00 MANHOLE REHABILITATION DETAILS SHEET 1 OF 2

IV-CU-3002 27289-000-00 MANHOLE REHABILITATION DETAILS SHEET 2 OF 2

IV-CU-3003 27290-000-00 NEW CONCRETE SANITARY SEWER MANHOLE

Table 2 – Phase V Index of Drawings

SHEET NO. USIBWC NO. SHEET TITLE

V-GI-0001 27291-000-00 COVER SHEET

V-GI-0002 27292-000-00 DRAWING INDEX, LEGEND AND ABBREVIATIONS

V-GI-0003 27293-000-00 GENERAL NOTES

V-GI-0004 27294-000-00 REQUIRED MANHOLE REHABILITATION

V-GC-1001 27295-000-00 GENERAL ARRANGEMENT PLAN SHEET 1 OF 3

V-GC-1002 27296-000-00 GENERAL ARRANGEMENT PLAN SHEET 2 OF 3

V-GC-1003 27297-000-00 GENERAL ARRANGEMENT PLAN SHEET 3 OF 3

V-CU-2000 27298-000-00 KEY PLAN SHEET 1 OF 2

V-CU-2001 27299-000-00 KEY PLAN SHEET 2 OF 2

V-CU-2026 27300-000-00 PLAN AND PROFILE STA 262+00 TO STA 273+00

V-CU-2027 27301-000-00 PLAN AND PROFILE STA 273+00 TO STA 284+00

V-CU-2028 27302-000-00 PLAN AND PROFILE STA 284+00 TO STA 295+00

V-CU-2029 27303-000-00 PLAN AND PROFILE STA 295+00 TO STA 306+00

V-CU-2030 27304-000-00 PLAN AND PROFILE STA 306+00 TO STA 317+00

V-CU-2031 27305-000-00 PLAN AND PROFILE STA 317+00 TO STA 328+00

V-CU-2032 27306-000-00 PLAN AND PROFILE STA 328+00 TO STA 339+00

V-CU-2033 27307-000-00 PLAN AND PROFILE STA 339+00 TO STA 350+00

V-CU-2034 27308-000-00 PLAN AND PROFILE STA 350+00 TO STA 361+00

V-CU-2035 27309-000-00 PLAN AND PROFILE STA 361+00 TO STA 372+00

V-CU-2036 27310-000-00 PLAN AND PROFILE STA 372+00 TO STA 383+00

V-CU-2037 27311-000-00 PLAN AND PROFILE STA 383+00 TO STA 394+00

V-CU-3001 27312-000-00 MANHOLE REHABILITATION DETAILS SHEET 1 OF 2

V-CU-3002 27313-000-00 MANHOLE REHABILITATION DETAILS SHEET 2 OF 2

V-CU-3003 27314-000-00 NEW CONCRETE SANITARY SEWER MANHOLE

USIBWC Solicitation 191BWC22R0005 00.01.15-Page 3

PART 2 - PRODUCTS

2.1 ADDITIONAL OR REVISED DRAWINGS

Except as provided in these Technical Specifications for drawings to be furnished by Contractor, Contract Drawings will be supplemented by additional or revised general and detail drawings as necessary or desirable as work progresses.

Additional or revised general and detail drawings will show dimensions and details necessary for construction purposes more completely than are shown on these Contract Drawings for features of work.

Perform work in accordance with additional general and detail drawings or revisions at applicable prices bid in schedule for such work.

PART 3 - EXECUTION

(Not Used)

USIBWC Solicitation 191BWC22R0005 00.01.15-Page 4

June 2, 2022 Instructions to Bidders

USIBWC Solicitation 191BWC22R0005 00.21.13-Page 1

SECTION 00.21.13

INSTRUCTIONS TO BIDDERS

00.21.13 Instructions to Bidders 00.21.13-Instructions to Bidders

PART 1 - GENERAL

1.1 SECTION INCLUDES

Part 1 - General

1.1 Section Includes

1.2 Reference Standards

1.3 Measurement and Payment

1.4 Definitions

1.5 Duty to Inquire

1.6 Investigation of Site Conditions

1.7 Bid Items

1.8 Specifications

1.9 Bid Submission

Part 2 - Products (Not Used) Part 3 - Execution

3.1 Requests for Interpretation (Duty to Inquire)

--End of Section--

1.2 REFERENCE STANDARDS

Federal Acquisition Regulation (FAR)

FAR 52.236-3, Site Investigation and Conditions Affecting the Work

1.3 MEASUREMENT AND PAYMENT

The work performed by the Contractor under this Section shall not be paid for directly but shall be included in the various Bid Items under this Contract.

1.4 DEFINITIONS

Within this Section, the following terms are used interchangeably.

Bid - Offer - Proposal

Solicitation - Request for Proposal - RFP

Bidder - Offeror - Contractor

1.5 DUTY TO INQUIRE

Bidders shall review the full Solicitation and all Contract Documents including, but not limited to, Technical Specifications, Contract Drawings, USIBWC provided data, referenced items, attachments, etc. to determine the full scope of work required.

If during review of these items, the Bidder finds discrepancies, omissions, conflicts, defects, errors, or ambiguities, they have a duty to inquire. The Bidder shall also inquire about items that are open to interpretation.

USIBWC Solicitation 191BWC22R0005 00.21.13-Page 2

The Bidder shall inquire about items as soon as they are discovered, whether before deadline for submission of bidder questions, whether after deadline for submission of bidder questions, whether after submission of bids, or whether after Contract award.

If the Bidder fails to inquire, they forfeit their right to any claim based upon said discrepancies, omissions, conflicts, defects, errors, ambiguities, or items that are open to interpretation. The

Bidder shall be proceeding at their own risk based upon only their unilateral interpretation.

The Bidder shall take no advantage of any item of which they have a duty to inquire.

1.6 INVESTIGATION OF SITE CONDITIONS

The Bidder, as well as their subcontractors, is urged to visit the worksite and project area to become fully aware as to the existing conditions affecting the work to be performed under the

Contract documents. A site visit will be announced during the Solicitation. Each Bidder shall attend at their own expense. The Government will not pay for any site visits. This visit is intended to provide the potential Bidders the opportunity to observe site conditions and incorporate into their proposal any required work based on site conditions. The Bidder will have the opportunity to walk around during the site visit. Unless otherwise noted, no other opportunity will exist for visits to the site.

The Bidder shall be responsible for ensuring that all of its suppliers, manufactures and subcontractors have reviewed all applicable Contract documents relative to their work. The Bidder shall provide all labor, material, equipment, and services not provided by the Bidder’s suppliers, manufacturers, fabricators, and/or subcontractors but required for complete and operable facilities as described in the Contract documents.

Bidder has the sole responsibility to make such independent investigation and examination as they deem necessary in order to satisfy themselves as to the conditions to be encountered in the performance of work and the quantities required to complete the work in accordance with the

SOW.

The Government assumes no responsibility for any understanding reached or representation made concerning conditions which can affect the work by any of the Bidder's officers or agents before the execution of this Contract, unless that understanding or representation is expressly stated in the

Contract documents.

Any failure of the Bidder to take the actions described and acknowledged in this Section will not relieve the Bidder from responsibility for estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work.

1.7 BID ITEMS

The Contract Line Item Numbers (CLIN) that shall be bid upon are identified in Section B (bid schedule) of the Solicitation.

The Bidder shall include all work related costs within its bid unit prices even if not specifically listed in the bid schedule.

If an error exists on the bid schedule between the CLIN total cost provided and the resultant value of the CLIN quantity multiplied by the bid unit price, the bid unit price provided shall govern.

If the bid schedule includes CLINs entitled Receiving Lines, No Cost Receiving Lines, No Cost

Receiving Lines for IBWC Use Only, Receiving Lines for Internal Use Only, or similarly, then the

Bidder shall not provide a bid price for this CLIN. Receiving lines are used for USIBWC's

USIBWC Solicitation 191BWC22R0005 00.21.13-Page 3 computer system to make pay estimate processing easier. These are an administrative CLIN and have no value on the Contract.

1.8 SPECIFICATIONS

The Government does not implicitly warrant performance specifications for complete accuracy or adequacy. Typical performance type specifications set forth an objective or standard to be achieved, and the successful Bidder is expected to exercise their ingenuity in achieving that objective or standard of performance, selecting the means and assuming a corresponding responsibility for that selection.

When a particular product or manufacturer is identified by name, but permits substitution of ‘an approved equal,’ such a specification is ‘performance’ in nature and, as a result, carries no implied warranty.

The Technical Specifications are written in imperative and abbreviated form. This imperative language is directed at the Contractor, unless specifically noted otherwise. Incomplete sentences shall be completed by inserting “shall”, “the Contractor shall”, and “shall be” or similar mandatory phrases by inference in the same manner as they are applied to notes on the Contract Drawings.

The words “shall be” are to be placed by inference where a colon (:) is used within sentences or phrases. Except as worded to the contrary, the Contractor shall fulfill (perform) all indicated requirements whether stated imperatively or otherwise.

All equipment and facilities shall be furnished, installed, and constructed by the Contractor to provide the Government with complete, ready to use components, systems, and facilities. All necessary materials and work required to accomplish this are the responsibility of the Contractor alone, whether or not specifically indicated on the Contract Drawings or stated in the Technical

Specifications.

The various Sections of the Technical Specifications may contain references to standards, other specification sections, or items that do not apply to the work covered in this project. These references are to be considered for information only and can be ignored by the Contractor unless work changes and they become relevant. If conflicts arise from references or lack of references to standards or other specification sections, COR will determine the relevancy of the apparent conflicts.

1.9 BID SUBMISSION

Submission of a bid shall be conclusive evidence that the Bidder has reviewed, investigated, and acknowledged all items detailed in FAR 52.236-3 and listed below.

Conditions bearing upon transportation, disposal, handling, and storage of materials.

The availability of labor, water, electric power, and roads.

Uncertainties of weather and similar physical conditions at the site.

The conformation and conditions of the ground.

The character of equipment and facilities needed preliminary to and during work performance.

Submission of a bid shall be conclusive evidence that the Bidder has reviewed all Contract documents.

Submission of a bid shall be conclusive evidence that the Bidder has investigated and is satisfied as to the conditions to be encountered, the character, quality, and scope of work to be performed, and the quantities of materials to be furnished.

USIBWC Solicitation 191BWC22R0005 00.21.13-Page 4

Submission of a bid constitutes agreement that Bidder has provided written notice of all discrepancies, omissions, conflicts, defects, errors, ambiguities, or items that are open to interpretation discovered in the Contract Documents, that responses to these written notices are acceptable to Bidder, and that Contract Documents are sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing required work.

Bidder has the sole responsibility to make such independent instigation and examination as they deem necessary in order to satisfy themselves as to the conditions to be encountered in the performance of work and the quantities required to complete the work in accordance with the

Contract Documents. The Government will not award a modification or additional funds for conditions that were observable but not considered by Bidder.

PART 2 - PRODUCTS

(Not Used)

PART 3 - EXECUTION

3.1 REQUESTS FOR INTERPRETATION (DUTY TO INQUIRE)

Bidders shall submit requests for interpretation, questions, and other concerns about the

Solicitation and Contract Documents including, but not limited to, Technical Specifications, Contract Drawings, USIBWC provided data, referenced items, attachments, etc. to the Contracting

Officer identified on SF-1442.

Such requests shall be made even if the question and answer period identified in the Solicitation has passed.

Failure to request interpretation prior to providing a bid shall result in the Bidder being fully responsible for any cost or time impacts involved to perform the work required.

June 2, 2022 Existing Condition Information

USIBWC Solicitation 191BWC22R0005 00.31.19-Page 1

SECTION 00.31.19

EXISTING CONDITION INFORMATION

00.31.19 Existing Condition Information 00.31.19-Existing Condition Information

PART 1 - GENERAL

1.1 SECTION INCLUDES

Part 1 - General

1.1 Section Includes

1.2 Related Requirements

1.3 Measurement and Payment

1.4 General

1.5 Existing Structures

1.6 Existing Utilities

1.7 Existing Sewage Flows and Capacities

1.8 Existing Stormwater Flows

Part 2 - Products (Not Used) Part 3 - Execution (Not Used) --End of Section--

1.2 RELATED REQUIREMENTS

Section 00.31.32-Geotechnical Data

1.3 MEASUREMENT AND PAYMENT

The work performed by the Contractor under this Section shall not be paid for directly but shall be included in the various Bid Items under this Contract.

1.4 GENERAL

Reports on the Existing Condition Information

Field assessment of existing conditions within the project limits was performed by URS. The findings were included and available in the project design report, entitled "Rehabilitation

Improvements Trunkline and International Outfall Interceptor, Santa Cruz County, Arizona, Design Summary Report Final Submittal," dated April 11, 2018.

Field assessment of existing conditions within the project limits was also previously performed by Brown and Caldwell. The findings were included and are available in a report, entitled "Evaluation of the International Outfall Interceptor for the City of Nogales, Arizona," dated March 2005. Some work has been performed on the sewer line in various locations since

2005 including repairs to the pipeline and manholes so some information in this report may no longer be valid.

Geotechnical investigations were performed as noted in Section 00.31.32.

1.5 EXISTING STRUCTURES

There is an existing Parshall flume located along the International Trunkline at Station

0+40.25 between Manhole No. 1 and No. 2 built under the original Nogales International

Sanitation Project in 1971.

USIBWC Solicitation 191BWC22R0005 00.31.19-Page 2

There is an existing covered floodway with restricted access from Station 0+00 to 42+72.68 known as the Morley Tunnel and runs underneath or adjacent to N. Morley Ave. The

International Trunkline and Manhole Nos. 1-13 are located within this covered floodway.

There is an existing concrete lined open floodway from Station 42+72.68 to just passed

Manhole No. 32 at Station 101+56.58 known as the Nogales Wash.

1.6 EXISTING UTILITIES

The existing sewer pipeline, consisting of the International Trunkline and the International Outfall

Interceptor, begins at the United States and Mexico international border in Nogales, AZ just east of the Nogales International Port of Entry on N. Grand and extends north to the Nogales International

Wastewater Treatment Plant (NIWTP) located at 865 Rio Rico Industrial Park in Rio Rico, Arizona. The existing pipeline was installed between 1970 and 1971 and is comprised of unlined, reinforced and unreinforced concrete pipe that ranges in size between 24 inches and 42 inches in diameter. The sewer pipeline is approximately 46,436 linear feet in total length and has over 100 manholes within its alignment. The segment of the original main collector line that was removed and enlarged is known as the International Trunkline (Trunkline) and the extended portion of the sewer line is known as the International Outfall Interceptor (IOI).

The Trunkline extends approximately 8,146 linear feet from Manhole No. 1 at the border to

Station 81+46 just before Manhole No. 27.

The IOI begins at Station 81+46 just before Manhole No. 27 and extends about 38,290 linear feet to Manhole No. 99 at the NIWTP.

Currently, domestic and industrial wastewater generated in Nogales, Sonora is conveyed north through the main collector line in Mexico and across the border into Nogales, Arizona, where

Mexican wastewater is eventually combined with Arizona wastewater in the Trunkline and the

IOI for treatment at the NIWTP and discharge into the Santa Cruz River. The Trunkline and the IOI are also impacted from stormwater-sewer practices in Nogales, Sonora that result in stormwater-induced sanitary sewer overflows in Nogales, Arizona.

a. Mexican wastewater is primarily conveyed directly through the Trunkline and these boundary flows are measured at Manhole No. 5. The two laterals connected at Manhole

No. 6A are also conveying Mexican wastewater to the Trunkline and are commonly referred to as East St. Flows and Escalada Flows. See Contract attachment of NIWTP

Flow Reports for recent data from January through December 2020.

Some of the manhole covers may be welded shut or locked. Locks are maintained by the City of Nogales or the USIBWC Nogales Field Office. Manholes that are sealed or locked shall be restored to this condition after completion of work.

a. The Manhole No. 69 cover is locked with chains and a padlock. The City of Nogales installed a lock to prevent unauthorized dumping into the IOI.

The Contract Drawings depict utilities that were able to be determined in the field. Arizona 811 was contacted prior to the topographic survey field operations; however, not all utility companies were able to mark their lines in the field. The Contractor performing rehabilitation of the IOI shall contact Arizona 811 prior to any rehabilitation operations and bypass pumping set-up.

A 15" lateral is connected to the IOI at Manhole No. 77 and contributes sewage flows from the

Peña Blanca Highland Lift Station which serves the Peña Blanca subdivision. The City of Nogales owns the pipeline.

USIBWC Solicitation 191BWC22R0005 00.31.19-Page 3

The Peña Blanca Highland lift station is located west of the intersection of Boulevard Del Rey

David and the I-19 W. Frontage Rd (31°24'33.92"N 110°57'47.97"W).

According to a North American Development Bank Board Document (BD 2018-16) dated

November 2, 2018, the Peña Blanca gravity collection system serves a 50‐acre development located 0.5 miles southwest of the pump station that includes 75 houses, a middle school and an elementary school.

The Peña Blanca pipeline is a force main through the Potrero Creek and transitions to a gravity line upstream of the IOI.

Contractor shall field verify the details of the existing pipeline and investigate the location of the lift station and manholes upstream of the IOI.

All bypassing of the pipeline and requested shutdowns of the lift station require coordination with and approval from the City of Nogales.

A 12" lateral connected to the IOI at Manhole No. 96 contributes all sewage flows from Rio Rico, Arizona. The City of Nogales owns the 12" sewer line up to a manhole located upstream with a meter station. Upstream of this manhole is an 8" forcemain owned by Rio Rico's Liberty Utilities

Company.

Average flows from the Rio Rico forcemain are approximately 0.391 MGD, with a peak flow of 0.449 MGD. The flow is fairly constant but lessens overnight.

1.7 EXISTING SEWAGE FLOWS AND CAPACITIES

The "Construction Report Nogales International Sanitation Project, Nogales, Arizona" provided the following design parameters for the Trunkline and IOI:

Design Year 2000

Population Served

Nogales, Sonora 100,000

Nogales, Arizona 50,000

Total 150,000

Average Daily Flow (based on 90 gal/capita/day, including industrial and infiltration)

Nogales, Sonora 9.0 mgd

Nogales, Arizona 4.5 mgd

Total 13.5 mgd

Maximum Hourly Flow (based on a peaking factor of 150% of average daily flow)

Nogales, Sonora 13.5 mgd

Nogales, Arizona 6.75 mgd

Total 20.25 mgd

Based on the 2005 Brown and Caldwell Evaluation Report, the limiting capacity of the pipeline varies but ranges from 12.9 million gallons per day (mgd) at Manhole No. 7 near the Mexican border to 19.1 mgd at the Parshall flume located immediately prior to the NIWTP.

Table 3 summarizes the daily flows reported by USIBWC for the time period January 2019 through December 2019. Comparison of these data to the design parameters indicates that the current flows do exceed the capacity of the pipe on an irregular basis.

USIBWC Solicitation 191BWC22R0005 00.31.19-Page 4

Table 3 - Record Sewage Flows

Month

Nogales, Sonora Flows

Total Flow Max Day Min Day Avg Daily Flow

(MGD) (MGD) (MGD) (MGD)

January, 2019 437.381 16.36 11.153 14.109

February, 2019 390.36 16.746 12.789 13.941

March, 2019 442.772 16.237 11.71 14.283

April, 2019 403.801 14.058 12.359 13.46

May, 2019 394.269 13.427 9.903 12.718

June, 2019 343.32 12.311 10.592 11.444

July, 2019 379.071 14.142 10.69 12.228

August, 2019 415.131 14.511 12.582 13.391

September, 2019 410.027 16.132 12.615 13.668

October, 2019 359.721 13.907 10.515 11.604

November, 2019 356.685 15.327 10.469 11.89

December, 2019 431.471 15.931 12.056 13.918

Month

Nogales, AZ Flows

Total Flow Max Day Min Day Avg Daily Flow

(MGD) (MGD) (MGD) (MGD)

January, 2019 81.219 2.926 1.847 2.62

February, 2019 75.74 4.754 2.16 2.705

March, 2019 100.528 5.29 2.54 3.243

April, 2019 79.049 3.183 2.231 2.635

May, 2019 74.131 2.768 2.029 2.391

June, 2019 77.88 3.022 2.195 2.596

July, 2019 78.729 3.465 1.258 2.54

August, 2019 84.769 3.683 0.089 2.734

September, 2019 96.053 5.294 1.942 3.202

October, 2019 114.879 4.149 3.246 3.706

November, 2019 115.848 6.427 1.406 3.862

December, 2019 119.526 6.055 1.206 3.856

Month

Total NIWTP Influent Flows (at MH 98)

Total Flow Max Day Min Day Avg Daily Flow

(MGD) (MGD) (MGD) (MGD)

January, 2019 518.6 19.1 13.6 16.729

February, 2019 466.1 21.5 15.3 16.646

March, 2019 543.3 20 16 17.526

April, 2019 482.85 16.9 14.6 16.095

May, 2019 468.4 15.9 12.1 15.11

June, 2019 421.2 14.9 13.1 14.04

July, 2019 457.8 17.1 13.3 14.768

August, 2019 499.9 17.3 14.6 16.126

September, 2019 506.08 20.7 15.3 16.869

October, 2019 474.6 18 14.1 15.31

November, 2019 472.533 21.4 14 15.751

December, 2019 550.998 19.775 15.519 17.774

USIBWC Solicitation 191BWC22R0005 00.31.19-Page 5

Diurnal flows through the Trunkline/IOI measured for USIBWC indicate that the typical diurnal flow pattern is similar to other sewage systems with the minimum flows occurring in the early morning hours and the maximum flows in the afternoon. For example, on Wednesday, December

9, 2015, the average flow was 11.869 mgd, with the minimum flow of 6.623 mgd recorded at 06:15 and the maximum flow of 15.431 mgd recorded at 13:15.

1.8 EXISTING STORMWATER FLOWS

The Nogales Wash conveys stormwater from Nogales, Sonora northward through the City of

Nogales, Arizona and then flows into the Potrero Creek which continues northward before discharging into the Santa Cruz River. The Trunkline and IOI are in very close proximity to the

Nogales Wash for much of its alignment and also cross the Potrero Creek at various locations.

Table 4 provides a summary of the flows for the Nogales Wash as recorded by the United States

Geological Service (USGS Station 09481000), which is near IOI Manhole No. 17. This table provides flow data for Water Year 2019 with a comparison to the same data for Water Years 1932 through 2019. Peak flows in Nogales Wash can exceed 6,000 cubic feet per second (cfs).

Additional data can be found at https://waterdata.usgs.gov/nwis//uv?site_no=09481000

Table 4 – Stormwater Flows for Nogales Wash

Flow Parameter Water Year 2019 Water Years 1932-2019

Annual Total (cfs) 3,787

Annual Mean (cfs) 10.4 8.39

Highest Annual Mean (cfs) 15.3 2017

Lowest Annual Mean (cfs) 0.537 1933

Highest Daily Mean (cfs) 539.0 Oct 23 650 Sep 17, 2014

Lowest Daily Mean (cfs) 0.630 Sep 13 0 Apr 1, 1932

Annual 7-day Minimum (cfs) 1.80 Jun 11 0 Apr 1, 1932

Maximum Peak Flow (cfs) 6,410 Jul 29, 2010

Maximum Peak Stage (ft) 11.2 Jul 29, 2010

10% of Flows Exceed (cfs) 13.1 9.28

50% of Flows Exceed (cfs) 3.94 3.40

90% of Flows Exceed (cfs) 2.07 0.0

Source: USGS National Water Information System (09481000)

The existing stormwater sewer system in Ambos Nogales does not have the capacity to accommodate the periodic peak flows that occur during large stormwater events; thus, there is a significant amount of infiltration of stormwater into the existing sanitary sewer system. This mixing of stormwater and sanitary sewage results in overflows of the sanitary system, which are conveyed northward through the Nogales Wash. As a result, the Nogales Wash and Potrero Creek and their tributaries are classified by the Arizona Department of Environmental Quality (ADEQ) as

Impaired Waters. The Contractor shall use caution when handling flows in these streams.

https://waterdata.usgs.gov/nwis/uv?site_no=09481000

USIBWC Solicitation 191BWC22R0005 00.31.19-Page 6

PART 2 - PRODUCTS

(Not Used)

PART 3 - EXECUTION

June 2, 2022 Survey Information

USIBWC Solicitation 191BWC22R0005 00.31.21-Page 1

SECTION 00.31.21

SURVEY INFORMATION

00.31.21 Survey Information 00.31.21-Survey Information

PART 1 - GENERAL

1.1 SECTION INCLUDES

Part 1 - General

1.1 Section Includes

1.2 Related Requirements

1.3 Measurement and Payment

1.4 Field Survey

1.5 Survey Control

1.6 Right-of-Way (ROW)

1.7 Existing Utility Survey

Part 2 - Products (Not Used) Part 3 - Execution (Not Used) --End of Section--

1.2 RELATED REQUIREMENTS

Section 02.01.00-Existing Conditions and Facilities

1.3 MEASUREMENT AND PAYMENT

The work performed by the Contractor under this Section shall not be paid for directly but shall be included in the various Bid Items under this Contract.

1.4 FIELD SURVEY

Field survey was performed by Meridian Surveying and Development who developed and provided the following, which were used as the basis of design.

Nogales International Outfall Pipe, Nogales, AZ, dated January 22, 2015.

The surveyor collected data using a combination of Mobile Light Detection and Ranging (LIDAR), Reflectorless Total Station, and Real Time Kinematic Global Positioning System (RTK GPS). The final topographic mappings, including a three-dimensional surface, were provided in an AutoCAD file, survey point file, and surface TIN file. Contractor may request a copy of these files from the

COR after award.

The existing topography may differ significantly from what is shown in the 2015 survey given that the Nogales Wash and Potrero Creek and its tributaries are continually flowing and grades within the unlined section can change both horizontally and vertically due to the channel shifting during monsoon seasons. Monsoon season 2017 especially resulted in significant erosion and shifting of the banks of the Potrero Creek. Rocks, concrete debris, or other types of debris may be currently present along the Nogales Wash and Potrero Creek even if not shown in the 2015 survey drawings.

June 2, 2022 Survey Information

USIBWC Solicitation 191BWC22R0005 00.31.21-Page 2

1.5 SURVEY CONTROL

The surveyor established horizontal control based on Arizona State Plane, Central Zone, North

American Datum of 1983 (NAD 83) in International feet. Vertical control was based on North

American Vertical Datum of 1988 (NAVD 88) in International feet.

The survey was based on existing control points provided by the Santa Cruz County and City of

Nogales which are referenced on the survey drawings, mentioned in Paragraph 1.4A.1.

The surveyor prepared the survey drawings for the total length of the Trunkline/IOI showing existing pipeline alignment, existing pipeline stationing, manholes, and survey control points per the USIBWC survey guidelines. The survey is presented at ground distance.

1.6 RIGHT-OF-WAY (ROW)

The City of Nogales has a pipeline easement or ROW from various property owners for the

Trunkline and IOI that has been defined as follows:

From Manhole No. 1 to Manhole No. 90, 50 feet total: 25 feet left and 25 feet right of the surveyed pipeline.

From Manhole No. 90 to the NIWTP, 40 feet total: 20 feet left and 20 feet right of the surveyed pipeline.

1.7 EXISTING UTILITY SURVEY

The surveyors identified the locations of existing surface features of visible structures and utilities, including, but not limited to, tunnels, channels, drainage outfall pipes, buildings, roadways, railroads, fences, overhead electrical lines, and stream beds. These locations are shown on the Plan and Profile sheets of the Contract Drawings. The Contract Drawings depict utilities that were able to be determined in the field. Arizona 811 was contacted prior to the topographic survey field operations; however, not all utility companies were able to mark their lines in the field.

NOTE: It is the Contractor’s responsibility to verify locations of all existing utilities (shown and not shown) prior to construction.

Additionally, attention is called to Sections 02.01.00 for additional requirements and guidelines for utility surveys.

PART 2 - PRODUCTS

(Not Used)

PART 3 - EXECUTION

June 2, 2022 Environmental Information

USIBWC Solicitation 191BWC22R0005 00.31.24-Page 1

SECTION 00.31.24

ENVIRONMENTAL INFORMATION

00.31.24 Environmental Information 00.31.24-Environmental Information

PART 1 - GENERAL

1.1 SECTION INCLUDES

Part 1 - General

1.1 Section Includes

1.2 Related Requirements

1.3 Reference Standards

1.4 Measurement and Payment

1.5 General

1.6 Preservation of Cultural and Natural Resources and the Environment

1.7 NEPA Documentation

1.8 Use of Geologic Materials on a Federally Funded Project

Part 2 - Products (Not Used) Part 3 - Execution (Not Used) --End of Section--

1.2 RELATED REQUIREMENTS

Section 01.57.00-Temporary Controls for Work Areas

Section 01.57.19-Temporary Environmental Controls

Section 02.21.13-Cultural Resources Surveys

1.3 REFERENCE STANDARDS

United States Code (USC)

Clean Air Act, 42 USC 7401 et seq.

Clean Water Act (CWA), 33 USC 1251 et seq.

Endangered Species Act (ESA), 16 USC 1531 et seq.

National Environmental Policy Act (NEPA), 42 USC 4321-4347

National Historic Preservation Act (NHPA), 54 USC 300101 et seq.

1.4 MEASUREMENT AND PAYMENT

The work performed by the Contractor under this Section shall not be paid for directly but shall be included in the various Bid Items under this Contract.

1.5 GENERAL

The project’s Environmental Assessment (EA), entitled "Environmental Assessment for Nogales

International Wastewater Treatment Plant (NIWTP) Upgrade/Expansion, International Outfall

Interceptor Replacement, Wastewater Collection System Rehabilitation, Nogales, Arizona and

Nogales, Sonora" dated 1999, was prepared for US EPA by Camp Dresser & McKee. This document includes the "Finding of No Significant Impact: Wastewater Infrastructure

June 2, 2022 Environmental Information

USIBWC Solicitation 191BWC22R0005 00.31.24-Page 2

Improvements for Nogales, Arizona and Nogales, Sonora," from EPA, dated February 3, 2000. The

Contractor shall review and comply with the requirements provided in the EA document.

The Contractor shall review and comply with all of the terms and conditions of the USACE

Nationwide Permit (NWP) No. 12, Utility Line Activities.

Further details of environmental requirements are in Sections 01.57.00 and 01.57.19.

1.6 PRESERVATION OF CULTURAL AND NATURAL RESOURCES AND THE

ENVIRONMENT

If the Contractor initiates changes to the Contract and USIBWC approves the changes, the

Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agencies.

Culturally Sensitive Areas

If a site or location of historical, archaeological, educational, or scientific interest is discovered within the right of way, cease all work immediately, secure the site from further disturbance and possible vandalism, and notify USIBWC. The site or location will be investigated and evaluated by

USIBWC.

1.7 NEPA DOCUMENTATION

The USIBWC has completed appropriate NEPA documentation prior to the construction of the project.

The USIBWC will be responsible for compliance with National Environmental Policy Act (NEPA).

1.8 USE OF GEOLOGIC MATERIALS ON A FEDERALLY FUNDED PROJECT

To ensure preservation of historical and archaeological data, prior to use of any soil, rock, or gravel including aggregate in concrete, the source must first be compliance confirmed by the COR to ensure compliance with Section 106 of the National Historic Preservation Act (NHPA).

Take no action to use or alter the proposed location until written approval for site use is received from the COR.

If the quarry or borrow site already provides materials for ADOT, USACE, or other governmental agency, a copy of the environmental approvals from said agencies may be provided to the COR.

Include permission for Government access to any geological source locations.

Full details of requirements for geological materials are in Section 02.21.13.

PART 2 - PRODUCTS

(Not Used)

PART 3 - EXECUTION

June 2, 2022 Existing Hazardous Material Information

USIBWC Solicitation 191BWC22R0005 00.31.26-Page 1

SECTION 00.31.26

EXISTING HAZARDOUS MATERIAL INFORMATION

00.31.26 Existing Hazardous Material Information 00.31.26-Existing Hazardous Material Information

PART 1 - GENERAL

1.1 SECTION INCLUDES

Part 1 - General

1.1 Section Includes

1.2 Related Requirements

1.3 Measurement and Payment

1.4 General

Part 2 - Products (Not Used) Part 3 - Execution (Not Used) --End of Section--

1.2 RELATED REQUIREMENTS

Section 00.31.24-Environmental Information

1.3 MEASUREMENT AND PAYMENT

The work performed by the Contractor under this Section shall not be paid for directly but shall be included in the various Bid Items under this Contract.

1.4 GENERAL

There are no hazardous material or waste storage, disposal sites, or spill sites identified within the immediate project area.

There are biohazardous material waste sites or spill sites identified within the immediate project area. The stormwater from Mexico conveyed northward through the Morley Tunnel to the Nogales

Wash is contaminated with raw sewage so the Arizona Department of Environmental Quality

(ADEQ) has classified the Nogales Wash and Potrero Creek and its tributaries as 303[d] Impaired

Waters. The Contractor shall use caution when handling flows in these streams.

The work also involves bypass pumping of raw sewage and working in sewer pipelines and manholes.

PART 2 - PRODUCTS

(Not Used)

PART 3 - EXECUTION

June 2, 2022 Existing Hazardous Material Information

USIBWC Solicitation 191BWC22R0005 00.31.26-Page 2

June 2, 2022 Geotechnical Data

USIBWC Solicitation 191BWC22R0005 00.31.32-Page 1

SECTION 00.31.32

GEOTECHNICAL DATA

00.31.32 Geotechnical Data 00.31.32-Geotechnical Data

PART 1 - GENERAL

1.1 SECTION INCLUDES

Part 1 - General

1.1 Section Includes

1.2 Measurement and Payment

1.3 Geotechnical Reports

Part 2 - Products (Not Used) Part 3 - Execution (Not Used) --End of Section--

1.2 MEASUREMENT AND PAYMENT

The work performed by the Contractor under this Section shall not be paid for directly but shall be included in the various Bid Items under this Contract.

1.3 GEOTECHNICAL REPORTS

Geotechnical analysis for this project was performed by Terracon Consultants and summarized in their report entitled, " Geotechnical Baseline Report, Rehabilitation of International Outfall

Interceptor, Nogales and Rio Rico, Arizona," dated January 21, 2015.

The geotechnical investigation was limited to the section of the alignment that is located along the

Nogales Wash and Union Pacific Railroad (UPRR) from the northwest corner of North Morley

Avenue and East Madison Street to the NIWTP.

The data and report are not intended as a representation or warranty of continuity of conditions between soil borings nor of groundwater levels at dates and times other than date and time when measured. The USIBWC neither warrants or guarantees the results of any geotechnical or subsurface investigations as being representative of the site, beyond the actual location of the test specimen(s) nor assumes any responsibility for the manner in which this information may be used or the conclusions reached in utilizing the information contained in these documents. Additional test borings and other exploratory operations may be made by Contractor subsequent to award of the Contract.

Due to the worksite location adjacent to the Nogales Wash and Potrero Creek and its tributaries, groundwater levels may fluctuate, sometimes to extreme levels, based upon time of year and amount of water in the channels. Higher groundwater levels than those shown in the bore logs may occur causing changes in soil saturation and strength.

The worksite is adjacent to or within the Nogales Wash and Potrero Creek and its tributaries which are continually flowing throughout the year. Fluvial deposits can change rapidly in type (sand, silt, clay, loam, gravel, rocks, etc.) both horizontally and vertically due to depositional characteristics and channel shifting. Rocks may be present even if not visible on the ground surface.

The Contractor is charged with the duty to read and understand the geotechnical data provided, including any data referenced within. The Contractor shall consider all geotechnical information including geotechnical reports, bore logs, and site visits as a whole. The Contractor shall consider

June 2, 2022 Geotechnical Data

USIBWC Solicitation 191BWC22R0005 00.31.32-Page 2 the limitations of any geotechnical tests performed including the auger size, borehole spacing and location, consistency of borehole data, as well as the frequency of testing, results of testing, and groundwater level at time. The USIBWC will not be responsible for interpretations or conclusions drawn by the Contractor.

PART 2 - PRODUCTS

(Not Used)

PART 3 - EXECUTION

June 2, 2022 Permit Application

USIBWC Solicitation 191BWC22R0005 00.31.43-Page 1

SECTION 00.31.43

PERMIT APPLICATION

00.31.43 Permit Application 00.31.43-Permit Application

PART 1 - GENERAL

1.1 SECTION INCLUDES

Part 1 - General

1.1 Section Includes

1.2 Reference Standards

1.3 Measurement and Payment

1.4 General

1.5 Work in Waters of the United States

1.6 Work Within Impaired Waters

1.7 Work Within ADOT ROW

1.8 Work Within Santa Cruz County ROW

1.9 Work Within City of Nogales ROW

1.10 Work Within Union Pacific Railroad (UPRR) ROW

1.11 Responsibilities

Part 2 - Products (Not Used) Part 3 - Execution (Not Used) --End of Section--

1.2 REFERENCE STANDARDS

Arizona Department of Environmental Quality (ADEQ)

Arizona Pollution Discharge Elimination System (AZPDES)

AZPDES Construction Activity General Permit 2020

Arizona Department of Transportation (ADOT)

Highway Encroachment Permit

Arizona Department of Transportation Traffic Control Design Guidelines

Environmental Protection Agency (EPA)

General Construction Permit 2017 (as modified June 2019)

National Pollutant Discharge Elimination System (NPDES) Permit Program

US Army Corps of Engineers (USACE)

Section 404 of Clean Water Act, 33 USC 1251 et seq.

1.3 MEASUREMENT AND PAYMENT

The work performed by the Contractor under this Section shall not be paid for directly but shall be included in the various Bid Items under this Contract.

1.4 GENERAL

Prior to the beginning of construction, the Contractor shall be responsible for researching, coordinating, obtaining, and paying all applicable fees for all permits required by Federal, state, and local entities, including, but not limited to, a specific or general stormwater permit prepared in accordance with the

USIBWC Solicitation 191BWC22R0005 00.31.43-Page 2 requirements of Stormwater Pollution Prevention Plan (SWPPP) and Arizona Pollution Discharge

Elimination System (AZPDES) Construction Activity General Permit 2020.

1.5 WORK IN WATERS OF THE UNITED STATES

For…