SOUTHWEST REGION 03

CORONADO NATIONAL FOREST

PIMA COUNTY

PALISADES ADMINISTRATIVE SITE

LAGOON LINER AND EFFLUENT SPRINKLER SYSTEM

REPLACEMENT

SPECIFICATIONS

U.S. FOREST SERVICE

March 2026

CSI SPECIFICATION INDEX

FOR

CORONADO NATIONAL FOREST

CATALINA RANGER DISTRICT

PIMA COUNTY

PALISADES ADMINISTRATIVE SITE

LAGOON LINER & EFFLUENT SPRINKLER SYSTEM REPLACEMENT

Table of Contents Title

DIVISION 1 – GENERAL REQUIREMENTS

SECTION 01 11 00 – SUMMARY OF WORK

SECTION 01 20 00 – MEASUREMENT AND PAYMENT

SECTION 01 31 00 – PROJECT MANAGEMENT AND COORDINATION

SECTION 01 33 00 – SUBMITTALS

SECTION 01 45 00 – QUALITY CONTROL

SECTION 01 50 00 – TEMPORARY FACILITIES AND CONTROLS

SECTION 01 51 20 – TEMPORARY CONVEYANCE OF WASTEWATER

SECTION 01 71 13 – MOBILIZATION

DIVISION 2 – EXISTING CONDITIONS

SECTION 02 14 19 – SELECTIVE DEMOLITION

DIVISION 3 - CONCRETE

SECTION 03 20 00 – CONCRETE REINFORCING

SECTION 03 30 00 – CAST-IN-PLACE CONCRETE AND STAFF GAUGE

DIVISION 31 – EARTHWORK

SECTION 31 11 00 – CLEARING AND GRUBBING

SECTION 31 22 00 – EARTHWORK

SECTION 31 23 33 – TRENCHING AND BACKFILL

DIVISION 32 – EXTERIOR IMPROVEMENTS

SECTION 32 80 00 – EFFLUENT SPRINKLER SYSTEM

DIVISION 33 – UTILITIES

SECTION 33 36 00 – GEOTEXTILE

SECTION 33 46 00 – GEOMEMBRANE LINER

FSSS 204 - Excavation and Embankment Borrow Excavation

Section 251. — RIPRAP Section 301. — UNTREATED AGGREGATE COURSES FSSS 301 - Untreated Aggregate Courses Section 303. — ROAD RECONDITIONING Section 703. — AGGREGATE FSSS 703 - Aggregate Section 705. — ROCK

STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL

HIGHWAY PROJECTS (FP-14 U.S. CUSTOMARY UNITS) (2014)

The Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14 U.S. Customary Units), 2014 are included by reference. The requirements contained in these specifications are hereby made a part of this solicitation and any resultant contract.

The 746-page book entitled “Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14 U.S. Customary Units), is available from:

Research & Technology Product Distribution Center (RTPDC) U.S. Department of Transportation Federal Highway Administration 1200 New Jersey Avenue, SE Washington, DC 20590 Email: report.center@dot.gov Phone 814-239-1160 Fax 814-239-2156 https://highways.dot.gov/federal-lands/specs

Applicable sections include (1) Sections designated in the following list and (2) Sections referenced therein.

Section No. Title 204 Excavation and Embankment 251 Riprap 301 Untreated Aggregate Courses FSSS 301 Untreated Aggregate Courses 303 Road Reconditioning 703 Aggregate FSSS 703 Aggregate 705 Rock

FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS) TO THE STANDARD

SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS

Forest service supplemental specifications (FSSS) may add to, delete from, or modify the Forest Service Standard Specifications (FP-14). FSSS are applicable to this project and are included in full text as an attachment.

CSI SPECIFICATION

CSI Specifications are applicable to all construction, included within this solicitation and any resultant contract, and are included in full text as an attachment.

https://highways.dot.gov/federal-lands/specs

PALISADES ADMINISTRATIVE SITE SUMMARY OF WORK

2025 Page | 5 | 01 11 00

DIVISION 1 – GENERAL REQUIREMENTS

SECTION 01 11 00 – SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

A. Project Identification: Palisades Administrative Complex

1. Wastewater Lagoon Liner & Effluent Sprinkler System Replacement.

B. Project Location: The Palisades Administrative Complex is located on the Santa Catalina Ranger District of the Coronado National Forest, Pima County, Arizona, approximately 20 miles north of Tucson, AZ. Approximate coordinates to the Site are: N 32.4099°, W 110.714°. The elevation is 7,950 feet and surrounded by forest. The Site can be reached by following Mt. Lemmon Highway. In the winter, Mt. Lemmon receives snow in the months of December through February and may cause temporary road closures or require snow chains or four-wheel drive.

C. Project Summary: This project consists of wastewater treatment system maintenance work for the Palisades Administrative Complex. The work associated with this project includes:

1. Wastewater Components:

• Lagoon: Replacement of lagoon liner with double geomembrane lining with geotextile drainage system including new concrete supply pipe supports, outlet baffle, leak detection layer with pipe and gravel pit system.

• Effluent sprinkler system: Install the entire new effluent sprinkler system and all associated appurtenances AS SHOWN ON DRAWINGS.

• Lagoon Pumphouse Plumbing: Replace the entire plumbing system within the pumphouse. All components shall be replaced with EXCEPTION of 2-inch suction line in lagoon slope embankment. All plumbing work shall comply with all current applicable codes.

• Temporary Wastewater Collection System: Provide and install a temporary wastewater collection system for the duration of the contract. Contractor will be responsible for operating and managing the wastewater collection system.

• Electrical: Assess existing electrical capability and controls to extend temporary electrical line to provide power to temporary wastewater collection system.

Additional work includes all related electrical work during replacement of pumphouse plumbing to disconnect / reconnect equipment and/or switches and return to proper operation.

2. Access Road:

• Recondition and reshape the existing access road to the lagoon which is approximately 660 lineal feet.

• Install rip rap at inlet and outlet of existing culverts.

• Install roll dip at location(s) shown on drawings.

• Clean culvert and provide fill on exposed outlet side of existing culvert.

2025 Page | 6 | 01 11 00

• Construct ditches as shown on drawings.

3. Temporary Wastewater Collection Use Area

• Reconstruct an existing temporary access area along the existing access road to provide a clear area approximately 18’ wide x 58’ in length to place the above ground temporary wastewater collection system.

1) Location of temporary wastewater collection area on left side along the

Service Access Road, AS SHOWN ON DRAWINGS and in photo below.

D. Selective Demolition and Proper Disposal:

1. Wastewater System:

• Properly remove and dispose of existing double lagoon liner system, including but

Existing Access Road – Lagoon in the background

Temporary Wastewater Collection Use Area (left of access road)

2025 Page | 7 | 01 11 00 not limited to the primary and secondary liners and the geocomposite layer in the existing lining system. The top layer is a 36-mil polypropylene liner and the bottom layer is a 30-mil pvc liner.

• Properly remove and dispose of existing entire leak detection pipe and all associated components of the leak detection pit, including but not limited to the ¾” gravel, pipe boot and straps.

• Properly remove and dispose of the four existing outlet pipe concrete pipe supports and the concrete outlet baffle, including but not limited to all the fasteners, brackets on the concrete pipe supports. Provide and place temporary supports at the same pipe support locations until new concrete supports are installed.

• Properly remove and dispose of the remaining lagoon contents, including all the effluent and sludge, according to ADEQ requirements.

• Properly cut, remove and dispose of exposed above grade sections of the existing effluent sprinkler system and all associated appurtenances in the “disposal area”. The existing effluent sprinkler distribution system will be abandoned in place and any components above grade shall be cut just below grade with a proper cap/plug to seal the opening. Remove and dispose of all existing supporting components (ie. angle channels).

• Source of electrical power is at the existing lagoon pumphouse building. Properly de-energize power before any work is started. Existing Sprinkler Head

Palisades Administrative Site - Lagoon

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• Properly remove and dispose of all existing lagoon pumphouse plumbing, including pump, fittings, pipe, and all related accessories.

• Properly remove and dispose of all vegetation within 8-feet of keyed-in edges of the perimeter of the lagoon AS SHOWN ON DRAWINGS.

• Properly remove and dispose of trees growing between the lagoon and the chainlink perimeter fencing and trim any branches extending into the lagoon area past the perimeter fencing, including all felled trees and/or branches across the fence.

E. Maintenance Improvement Work:

1. Wastewater System:

• Prepare the floor grade of the existing lagoon cell to receive the new double liner system and install as recommended by liner manufacturer. All unacceptable soil shall be properly removed and disposed.

1) If unacceptable soil is found, do not disturb, immediately notify the Contracting Officer (CO). Discuss, if testing shall be necessary, to determine if there is contaminated soil. Any contaminated soil shall be properly removed and disposed and will be removed by Government under a separate contract.

• Provide clean acceptable borrow / import fill material, approved by CO, to place in all voids to limit ruts, ridges, sharp and loose material created from unacceptable soil or disturbance.

• Prepare surface, re-grade, and compact the lagoon floor and slopes throughout and prepare for inspection by manufacturer for approval, prior to placing the secondary geomembrane/liner. The final grades of the lagoon shall be graded to match the finish elevations AS SHOWN ON THE DRAWINGS.

• Provide and place the new double liner system throughout with the new geomembrane liners per manufacturer’s recommendations by approved installers. New lagoon geomembrane liner shall be installed by certified installers approved by the manufacturer or an approved manufacturer’s representative shall be on-site to provide supervision of proper installation to certify requirements for warranty.

• Provide and place geocomposite (geotextile) drainage layer between the primary and secondary geomembrane liners, AS SHOWN ON DRAWINGS. Install per manufacturer’s recommendations.

• Provide and place 8-oz non-woven geotextile per manufacturer’s recommendations beneath concrete pipe support slabs, concrete baffle, leak detection pipe and pit and all other concrete structures/slabs, AS SHOWN ON

DRAWINGS.

Lagoon Pumphouse

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• Provide and place all new components of the leak detection system, including the 8-inch PVC (SDR 35) pipe, threaded cap, straps, gravel and other components.

• Provide and install boots over the existing 8-inch ductile iron outlet pipe, the 2-inch PVC Sch80 suction line, and the new 8-inch PVC (SDR 35) leak detection pipe. Pipe boots shall be of the same material as the primary geomembrane.

• Provide and install new effluent sprinkler system, including but not limited to foot valve (in lagoon), suction hose, exterior plumbing pre-pumphouse and post-pumphouse, centrifugal pump, interior plumbing, effluent line, sprinkler heads, fittings, valves, valve boxes, L-angle posts, and all associated components.

• Provide and install new flow switch and connect to existing electrical system.

Check for proper operation. All electrical work shall comply with the most recent version of National Electrical Code (NEC).

• Design, furnish, and install complete temporary above-grade wastewater collection system for the flows for this site until project is complete. Estimated average design flows are provided in the Section 01 51 20 – Temporary Conveyance of Wastewater. The expected active buildings include the two (2) sheriff modular buildings and the main office. The temporary collection system shall remain until project is completed. At end of project, entire temporary system shall be disconnected and removed after work has been completed.

• Work shall include monitoring the above-grade wastewater collection tanks to properly remove and dispose contents when near full. This task shall continue until the project is completed or when lagoon has been completed and approved for use to start and all contents have been removed from the temporary collection tanks.

• At end of project, entire temporary above-grade wastewater collection system and all the related components shall be disconnected and removed after work has been completed and temporary site(s) shall return to clean condition.

• Assess the existing electrical system at the pumphouse electrical panel to make necessary changes to extend temporary electrical power to the temporary wastewater collection site.

F. Construction Schedule: A proposed schedule of work for the project construction shall be submitted to the COR for approval at the Pre-Work Conference.

G. Timing of Work: The Palisades Administrative Site is operated year-round and the Visitor Center provides limited hours during the winter to the public from 10:00 am to 4 pm Friday through Sunday.

H. Work Sequence: The construction activities shall be confined to construction limits as defined by the COR. Sequence construction activities to minimize impact to the administrative site. The work sequence will be clearly defined by the contractor’s progress schedule.

I. Storage of Materials: The Contractor may store materials and equipment at the work site at his/her own risk. All materials must be kept in an area designated by the COR and be neat and orderly.

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J. Construction Access and Protection:

1. The Contractor shall be responsible for securing the project area from the public. This includes providing the necessary security for protection of the Contractor's materials, equipment, tools and work until final acceptance by the Government. The Contractor shall also provide sufficient signs, barriers, barricades, markers, etc. to warn the public of hazardous conditions and to protect the public from injury.

K. Environmental Protection

1. Design and locate equipment repair shops, stationary refueling sites, or other facilities to minimize the potential and impacts of hazardous material spills on Government land.

2. Before beginning any work, submit an Emergency Spill Response Plan at the Pre Work Conference. List actions to be taken in the event of a spill.

Incorporate preventive measures to be taken, such as the location of mobile refueling facilities, storage and handling of hazardous materials, and similar information. Immediately notify the CO of all hazardous material spills. Provide a written narrative report form no later than 24 hours after the initial report and include the following:

• Description of the item spilled (including identity, quantity, manifest number, and other identifying information).

• Whether amount spilled is EPA or state reportable, and if so whether it was reported, and to whom.

• Exact time and location of spill including a description of the area involved.

3. Description of clean-up procedures employed or to be employed at the site including final disposition and disposal location of spill residue.

4. The Contractor is solely responsible for all spills or leaks that occur during the performance of this contract. Clean up spills or leaks to the satisfaction of the CO and in a manner that complies with Federal, state, and local laws and regulations.

L. Existing Facilities:

1. Sanitary Facilities: There will be no sanitary facilities during this contract.

2. Potable water: Is available at administrative site. Contractor will be responsible in furnishing, hauling, and supplying all water required for compaction, the control of dust and any construction activities requiring potable water. Contractor shall provide at least 48-hour notice to CO prior to hauling water from Forest Service supply.

3. Potable water: Water is available at the administrative site. Contractor will be responsible for furnishing and supplying all water required for employees.

4. Electrical: There is electrical service available for tools and equipment from the wastewater treatment building on-site and an exterior duplex receptacle

2025 Page | 11 | 01 11 00 mounted on electrical pole. The electrical pole is approximately 6-feet from existing pumphouse. Contractor shall investigate and make determination if power is sufficient.

M. Sanitation: The Contractor shall provide and maintain a portable toilet for construction personnel during the Contract period. The Contractor shall pick up trash at least once daily or more often as needed.

N. Codes and Standards:

1. American Association of State Highway and Transportation Officials

(AASHTO)

2. American Society for Testing and Materials (ASTM)

3. American National Standards Institute (ANSI)

4. Occupational Health and Safety Administration (OSHA) standards

5. Arizona Department of Environmental Quality (ADEQ)

PART 2 PRODUCTS - Not Applicable To This Section

PART 3 EXECUTION - Not Applicable To This Section

END OF SECTION 01 11 00

PALISADES ADMINISTRATIVE SITE MEASUREMENT AND PAYMENT

2025 Page | 12 | 01 20 00

DIVISION 1 – GENERAL REQUIREMENT

SECTION 01 20 00 – MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

A. Measurement and payment for contract work will be made only for and under those pay items included in the SCHEDULE OF ITEMS. All other work and materials will be considered incidental to the completion of the items shown and no separate payment will be made.

1.2 DETERMINATION OF QUANTITIES

A. For individual construction items, all longitudinal and lateral measurements for area computations shall be made horizontally or corrected to horizontal measurement unless otherwise specified.

B. Measurements for geotextile and liner will be along slope lines.

C. Structures will be measured according to neat lines SHOWN ON THE DRAWINGS or as altered by the COR in writing to fit field conditions.

D. For items that are measured by the linear foot, such as pipe, fencing, guardrail, concrete curb & gutter and underdrains, measurements will be made parallel to the base or foundation upon which the structure is to be placed. Pipe shall be measured along center of invert.

E. For vehicular shipments, net certified scale weights will be used as a basis of measurement. Measurements will be adjusted when material has been lost from the vehicle, has been wasted, or has otherwise not been incorporated into the work.

Determining true weights of hauling vehicles shall be made by weighing the empty vehicles at least once a day as directed by the Government. Each vehicle shall bear a plainly legible identification mark.

1.3 UNITS OF MEASUREMENT

A. Payment will be by units defined and determined according to the U.S. Standard measure and by following:

1. Cubic Yard. Measurements computed by the average end area method from measurements made longitudinally along a centerline or reference line or by means of a computer generated digital terrain model. For concrete, measurements computed from the actual length, width, and thickness with no reduction for reinforcing steel.

2. Each. One complete unit, which may consist of one or more parts.

3. Ton. Short ton consisting of 2,000 pounds.

4. Lump Sum: The quantity is designated as “1”.

1.4 METHODS OF MEASUREMENT

A. One of the following methods of measurement for determining the final payment is

PALISADES ADMINISTRATIVE SITE MEASUREMENT AND PAYMENT

2025 Page | 13 | 01 20 00 designated in the contract for each Pay Item.

1. Contract Quantities (CQ). These quantities denote the final number or units to be paid for under the terms of the contract. They are based upon original design data available prior to advertising the project. This data includes the preliminary survey information, drawings design assumptions, calculations, and the presentation in the contract. Authorization for changes in the number of units SHOWN in the contract may be given under any of the following conditions:

A. As a result of changes in the work authorized by the Contracting Officer.

B. As a result of the Contracting Officer determining that errors exist in the original design that may cause a Pay Item quantity to change by 15% or more.

C. As a result of the Contractor submitting a written request showing evidence of errors in the original design that cause a Pay Item quantity to change by 15% or more. The evidence must be verifiable and consist of calculations, drawings and/or other data that shows how the designed quantity is believed to be in error.

2. Actual Quantity (AQ). These quantities are determined from measurements of completed work.

3. Vehicular Quantities (VQ). These quantities are measured or weighed in hauling vehicles.

4. Lump Sum Quantities (LS). These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor needed to complete the job. They will not be measured.

PART 2 PRODUCTS - Not Applicable to This Section

PART 3 EXECUTION - Not Applicable to This Section

END OF SECTION 01 20 00

PALISADES ADMINISTRATIVE SITE PROJECT MANAGEMENT AND COORDINATION

2025 Page | 14 | 01 31 00

DIVISION 1 – GENERAL REQUIREMENT

SECTION 01 31 00 – PROJECT MANAGEMENT AND COORDINATION

PART 1 GENERAL

1.1 SUMMARY

A. This work shall consist of coordination with government agencies including federal, state, local and public.

B. Any disruption of services, including vehicular access, electrical, water and/or wastewater, shall be communicated and coordinated with COR.

C. Critical event includes the installation of temporary above ground sewage collection and/or installation of temporary water service which will disrupt continuous services to accommodate installation.

D. Contractor shall provide at least 72 hour notice to CO prior to any scheduled events of any disruption of services. This will allow time for CO to inform the employees and residents.

1.2 RELATED SECTIONS

A. 01 11 00 SUMMARY OF WORK

PART 2 PRODUCTS – None

PART 3 EXECUTION

3.1 STATE AGENCY

A. All permits necessary for construction and occupancy of the project shall be obtained by the contractor, B. Lagoon has existing Type 1.09 general Aquifer Protection Permit (APP) which allows limited disposal quantity per day. Any necessary disposals during the contract to be released through the existing effluent sprinkler system shall be requested to the COR for approval. Provide quantity and expected disposal volume. All disposals shall be reviewed and approved prior to any disposal.

C. There are no permits required by Arizona Department of Environmental Quality (ADEQ).

This is considered routine maintenance that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of the facility. See A.A.C. R18-9- A902(B)(8)(c)(iii).

3.2 COUNTY AND LOCAL AGENCY

A. Pima County: All work shall comply with local regulations for proper disposal of the lagoon contents.

3.3 COUNTY ON-SITE RESIDENTS

A. There are two sheriff residents on these premises. The Contractor shall inform and

PALISADES ADMINISTRATIVE SITE PROJECT MANAGEMENT AND COORDINATION

2025 Page | 15 | 01 31 00 maintain communication, with the COR, regarding any critical events throughout the contract.

3.4 GOVERNMENT ON-SITE OCCUPANTS (Employees & Public)

A. Cabin Rental (public): The cabin rental will be made unavailable during the contract period. This will be executed by Forest Service.

B. Palisades Apartment Complex (4 Units - employees): Will not be occupied during the contract period.

C. Trailer Pads (employees): The (4) four trailer pads will not be made available during the contract period.

PART 4 MEASUREMENT AND PAYMENT

4.1 MEASUREMENT

A. Work under this section will not be measured for payment but is included in all other items in the contract.

4.2 PAYMENT

A. Separate payment will not be made.

END OF SECTION 01 31 00

PALISADES ADMINISTRATIVE SITE SUBMITTALS

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DIVISION 1 – GENERAL REQUIREMENT

SECTION 01 33 00 – SUBMITTALS

1.1 REQUIREMENTS

Procedures

A. Manufacturer’s Instructions

B. Manufacturer’s Certificates

C. Certified Installer Certificate by Manufacturer

1.2 PROCEDURES

A. Submittals shall be furnished & approved in writing by the COR before fabrication or installation occurs. All submittals shall be evaluated and either approved or rejected by the COR within 10 business days after their receipt.

B. If the Contractor intends to provide or install an item that is an "or equal" that meets or exceeds from that which is specified or shown on the drawings, he/she shall submit all product data, revised drawings or new drawings to the COR for approval. This submittal shall include:

1. Product name and model number

2. Manufacturer

3. Product description

4. Technical data

5. Any differences

1.3 MANUFACTURER’S PRODUCT DATA

A. Contractor shall provide two (2) copies of all manufacturer’s data for all items furnished under this contract. This submittal shall include at a minimum product name and model number, product description, technical data and color samples (if required).

1.4 MANUFACTURER’S INSTRUCTIONS

A. The Contractor shall provide two (2) copies of all of the manufacturer’s installation and maintenance instructions (written and/or drawings) to the COR prior to installation.

1.5 MANUFACTURER’S CERTIFICATES

A. The Contractor shall provide all guarantees, certificates of performance, material of

2025 Page | 17 | 01 33 00 workmanship or warranties provided by the manufacturer or required by the specifications to the COR.

1.6 CERTIFIED INSTALLER CERTIFICATE BY MANUFACTURER

A. The Contractor shall provide Certified/Authorized Installer Certificate as recommended by the Manufacturer.

B. If installation is not performed by certified/authorized installer, Contractor shall coordinate manufacturer’s field representative to be present during the liner installation at no cost to the Government. Contractor will bear the expense of this field service representative.

1.7 EMERGENCY SPILL RESPONSE PLAN

A. Information on When to Report depending on quantity of spill.

B. Provide Contact Information. Who to Report to?

C. Provide Information on Spill.

1. Where is the Spill?

2. What Spilled?

3. How much spilled?

4. How concentrated is the spilled material?

5. Who spilled the material?

6. Is anyone cleaning up the spill?

7. Are there resource damages (e.g. dead fish or oiled birds)?

8. Who is reporting the spill?

9. How can we contact you?

1.8 SUBMITTALS REQUIRED

A. Section 01 45 00 Quality Control

1. Contractor’s Designation of Superintendent

2. Construction Schedule

3. Quality Control Plan

B. Section 01 51 20 Temporary Conveyance of Wastewater

1. Detailed Plan of Proposed Pumping System

2. Product Data – Pumps, Piping, Plugs

3. Emergency Procedures and Contact – product data for the secondary containment.

4. Operating Guide to Monitor, Manage the System

5. Notification of wastewater disposal site

6. Location of Approved Disposal Site

C. Section 32 80 00 Effluent Sprinkler System

1. Product Data – Pump, Foot Valve, PVC Pipe, Galvanized Steel Pipe, Sch 80 PVC, Sch 40 PVC, Sprinkler Heads, drain valves, curb stops, meter box, curb box, insect screen and steel angle support, detectable underground

2025 Page | 18 | 01 33 00 warning tape , plastic-to-metal transition fittings, suction hose and all related accessories.

2. Installation instructions

3. Warranty

D. Section 03 30 00 Cast-in-Place Concrete | Pre-cast Concrete

1. Concrete: Design mix, product data, compressive strength, air content, etc.

2. Staff Gauge - Product data, specifications, fasteners, size, material, marking, etc.

3. Coal Tar Epoxy Coating – product data and specifications.

4. Pre-cast concrete for baffle and concrete supply pipe supports – Product data and specifications.

5. Reinforcement – Product data, Specifications

E. Section 33 36 00 Geotextile

1. Product Data – Geotextile

2. Installation instructions and layout design

3. Warranty, if applicable.

F. Section 33 38 00 Subdrainage

1. Product Data

2. Installation instructions and layout design

G. Section 33 46 00 Geomembrane Liner (Primary & Secondary)

1. Product, Properties, Pipe Boots, Berm Vents and any other accessories

2. Certification of Installer from Manufacturer

3. Letter from approved manufacturer representative for on-site inspection

4. Installation instructions and layout design

5. Warranty

H. Bedding Material

1. Material Certification

I. Section 251 – Class 1 Rip Rap

1. Material Certification

2. Color

3. Sample

J. Section 301 – Crushed Aggregate – Table 703-3 Grading Designation H

1. Material Certification

PART 3 EXECUTION - Not Applicable To This Section

END OF SECTION 01 33 00

PALISADES ADMINISTRATIVE SITE QUALITY CONTROL

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SECTION 01 45 00 – QUALITY CONTROL

A. The work shall consist of providing quality control in conformance with the Inspection of Construction provisions of this contract to ensure compliance with the drawings, specifications, and provisions of the contract and measuring the quantities of completed work in conformance with the provisions of the applicable specifications. The Contractor shall provide all personnel, equipment, tests, and reports to meet the requirements of this specification.

PART 2 PRODUCTS - Not Applicable To This Section

PART 3 EXECUTION

3.1 QUALITY CONTROL SYSTEM

A. The Contractor shall provide and maintain a quality control system that will ensure that all services, supplies, and construction required under this contract conform to the contract requirements. The contractor shall perform, or cause to be performed, the sampling, inspection, and testing required to substantiate that all supplies, services, and construction conform to the contract requirements.

3.2 QUALITY CONTROL PLAN

A. The contractor shall submit in writing the following:

1. Authorities and responsibilities of inspection and testing personnel.

2. Experience and qualifications of inspection and testing personnel to be assigned and location of any (for hire) testing facility to be used.

B. The contractors proposed quality control plan shall be submitted to the COR for review prior to the contractor commencing work. The COR shall approve or disapprove the plan within 10 business days. Construction work shall not begin prior to the contractor's receipt of written approval of the quality control plan.

C. The contractor shall submit to the COR in writing any proposed changes to the approved plan. Proposed changes shall not be put into effect until approved in writing by the

COR.

3.3 SAMPLING & TESTING

A. The contractor shall provide and maintain appropriate measuring and testing devices, equipment, and supplies to accomplish the required measurement, testing and inspection in a timely manner. The contractor shall take samples and perform inspections and tests necessary to achieve the quality of construction required by the

PALISADES ADMINISTRATIVE SITE QUALITY CONTROL

2025 Page | 20 | 01 45 00 contract and manufacturer. Sampling and testing frequency for specific items shall be as defined in the specifications.

3.4 RECORDS

A. The contractor shall maintain current records of all inspections and tests performed at the jobsite & make them available to the COR upon request.

B. The contractor shall certify in writing that all inspections were performed in accordance with specifications. All testing and inspection records shall be submitted to the COR upon completion of the project.

3.5 CERTIFICATIONS & MEASUREMENTS

A. Offsite Produced Materials. The Contractor shall furnish certificates executed by the manufacturer, supplier, or vendor, stipulating that all offsite produced materials incorporated into the work meet the applicable requirements as shown on the drawings or specifications.

B. Quantity Measurement. The Contractor shall make all measurements for computation of quantities for all work items except those specified for payment by Contract Quantity (CQ) or Lump Sum (LS). The Contractor shall compute the quantities for periodic progress payments; the COR will compute the quantities for final payment based on measurements taken by the Contractor. All measurements are subject to verification.

The Contractor shall submit all field notes, calculation sheets, and other data used to determine quantities. The Contractor shall certify in writing as to the accuracy of the measurements and computations submitted.

END OF SECTION 01 45 00

PALISADES ADMINISTRATIVE SITE TEMPORARY FACILIITIES AND CONTROL

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SECTION 01 50 00 – TEMPORARY FACILITIES AND CONTROLS

1.1 SECTION REQUIREMENTS

A. Use Charges – There will be no charge for electrical or water use to build the temporary wastewater system and/or use to power tools and equipment.

B. Water and Electric Power: Available from existing system without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations.

C. Assess existing electrical system to extend temporary power from the lagoon pumphouse to the temporary wastewater collection system to provide power to pump and any associated equipment and controls.

D. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70.

E. Protect any electrical sections crossing the road by burial and traffic rated plates.

F. Accessible Temporary Egress: Comply with applicable provisions in ICC A117.1.

PART 2 PRODUCTS

2.1 MATERIALS

A. Safety Fencing: Highly visible, 48 inches, polyethylene, orange.

B. Wood Enclosure: Plywood

C. Safety Cones: Reflective Traffic Cones, Channelizer Cone, Delineator Posts with 10-lb Base

2.2 TEMPORARY FACILITIES

A. Provide temporary storage and use areas, and other support facilities as necessary for construction operations.

PART 3 EXECUTION

3.1 TEMPORARY UTILITY INSTALLATION

A. General: Install temporary service or connect to existing service.

1. Arrange with utility company and C.O., for time when service can be interrupted, if necessary, to make connections for temporary services.

3.2 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Provide protection, operate temporary system, and conduct construction as required to comply with environmental regulations and that minimize possible air, waterway, and

PALISADES ADMINISTRATIVE SITE TEMPORARY FACILIITIES AND CONTROL

2025 Page | 22 | 01 50 00 subsoil contamination or pollution or other undesirable effects.

B. Provide measure to prevent soil erosion and discharge of soil-bearing water runoff and airborne dust to undisturbed areas.

C. Tree Protection: Install temporary fencing located as indicated or outside the drip line of trees to protect vegetation from damage from construction operations. Protect tree root system from damage, flooding, and erosion.

D. Furnish and install site enclosure fence in a manner that will prevent people and animals from easily entering open areas, such as the manhole selected for pumping.

E. Barricades: Comply with requirements of authorities having jurisdiction for erecting adequate barricades.

F. Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities.

3.3 OPERATION, TERMINATION, AND REMOVAL

A. Minimize waste and abuse, limit availability of temporary system/facilities to essential and intended uses.

B. Remove each temporary system/facility when need for its service has ended, when it has been replaced by authorized use of a permanent system, or no later than Substantial Completion.

C. At Substantial Completion, repair, and clean permanent facilities used during construction period.

PART 4 BASIS OF PAYMENT

PAY ITEM DESCRIPTION PAY UNIT

015000(01) Temporary Facilities and Control - Electrical……… Lump Sum

END OF SECTION 01 50 00

PALISADES ADMINISTRATIVE SITE TEMPORARY CONVEYANCE OF WASTEWATER

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SECTION 01 51 20 – TEMPORARY CONVEYANCE OF WASTEWATER

A. Section Includes

1. Designing, furnishing, and installation of temporary aboveground wastewater conveyance system to allow the continuity of sewer services for the employees and residents at Palisades Administrative Site. The temporary system will intercept, divert and pump the sewer collected from existing manhole to temporary wastewater collection system to be managed throughout the construction period until Work is completed.

2. Temporary wastewater collection system shall be removed at end of construction and all components shall be returned to normal operations.

3. Temporary wastewater collection system shall be sized to allow collection for at least one week and half (11 days) with frequent disposals throughout the contract.

4. Temporary collection tanks shall be placed in secondary containment to capture accidental spillage.

5. Design shall include electrical equipment to automatically operate the pump(s) to manage flow from manhole to aboveground collection tanks with appropriate switches and/or controls. The installation of the electrical work necessary will be paid under Section 01 50 00

6. Collection tanks shall be equipped with exterior liquid level gauges to monitor the tank level.

7. Contractor will be responsible to schedule and coordinate proper disposal of the sewage in the temporary collection tank(s) at approved disposal site as recommended by ADEQ. Provide info of disposal site to CO.

8. New permanent effluent sprinkler distribution pump can be installed for use as the temporary pump, if pump can be installed under those conditions. Provide documentation for review and approval to the C.O. If approved, the new permanent effluent sprinkler distribution pump shall be installed after temporary wastewater system is no longer needed.

9. Other types of temporary pump for this application shall be designed after field investigation is completed and manhole is selected.

10. Contractor responsible for placing all necessary temporary supports and/or housing for all the temporary pump equipment and controls.

B. Pima County has a list of certified entities permitted to deposit wastewater contents into their Tres Rios Water Reclamation Facility (WRF). The Tres Rios Water Reclamation facility serves the metropolitan Tucson area and treats approximately 30 million gallons of wastewater per day (MGD).

1. Contractor responsible for proper disposal of temporary wastewater collection

2025 Page | 24 | 01 51 20 tank when container is near capacity.

2. Temporary collection system shall not overflow or have any spillage events throughout the contract.

3. Temporary secondary containment system shall be placed beneath the collection tank(s). Sizing the secondary containment shall be sufficient to hold at least one day of storage.

1.2 EXISTING SYSTEM COMPONENTS

A. Existing wastewater system is expecting an estimated daily flow of 1,770 gallons per day during the anticipated construction period of September to December, 2025. The Government can provide the necessary facility/occupancy data for the wastewater design flow calculations. The following is list of buildings on-site.

1. Visitor Center – average of 3 employees daily.

2. Rental Cabin – will not be occupied during contract.

3. Modulars – 2 for Family Occupancy

4. RV Connections – 4 connections. These will not be occupied during contract.

5. Apartments – will not be occupied during contract.

B. Existing Effluent Sprinkler Disposal Area: The general aquifer protection permit requirements shall be followed throughout the contract period for the disposal of effluent, if needed. Contractor can request a copy of the General Aquifer Protection Permit.

C. Service Access Road – The existing service access road will be reconditioned under this project.

D. Temporary Use Area for the Wastewater Collection System – The temporary use area is included in this work to be reconstructed. Area will be cleared and graded to provide an area for the aboveground temporary wastewater collection system.

E. Existing lagoon pumphouse plumbing – All existing plumbing connections remain in the building.

1. PUMP: Griswold Pump, H-Series Self-Priming Centrifugal pump, Model 5HLS- G22361, Suction 3” NPT, Discharge 2” NPT

2. MOTOR: Marathon Electric, Model 8VH184TCDR7011DR, FRAME-184JM, 5HP, 230V, 1PH, 60Hz, 3510 RPM.

F. Existing Administrative Site Manhole: Contractor shall select a manhole and prepare and utilize selected manhole AS SHOWN ON DRAWINGS to divert wastewater flow.

Contractor shall temporarily plug downstream flow in the selected manhole and install pump, hoses, pipes, and necessary controls to start diversion and pump into temporary wastewater collection system.

G. Electrical – Contractor shall assess the existing electrical system to extend temporary power as needed from the lagoon pumphouse to the temporary collection access site.

All temporary electrical installations shall be installed as such to be protected from traffic and/or wildlife.

1.3 QUALITY ASSURANCE

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A. Follow local and national standards as specified herein

B. Perform leakage and pressure tests on suction and discharge piping using clean water, before operation. Provide notice 48 hours prior to testing.

C. Keep and maintain spare parts for pumps and piping on site, as needed.

1.4 SUBMITTALS

A. Contractor shall submit the following per Section 01 33 00.

1. Detailed plan and description of proposed temporary pumping system. Indicate number, size, material, location and method of installation of suction and discharge piping, size of pipeline or conveyance system, staging area for pumps, site access point, and expected flow.

• Access points for suction and discharge hose or piping.

• Sections showing suction and discharge pipe depth, embedment, select fill and special backfill, if buried.

• Temporary pipe supports and anchoring required.

• Thrust and restraint block sizes and locations.

• Sewer plugging method and type of plugs.

• Pump size, capacity, number of each size to be on site and power requirements.

• Include check valves, ball valves, gate valves, pressure gauges, etc.

• Bypass pump sizes, capacity, number of each size to be on site and power requirements.

• Calculations of static lift, friction losses, and flow velocity. Pump curves showing pump operating range.

• Method of protecting source manhole from damage, infiltration, and/or foreign objects, including local rodents or wildlife.

• Procedure to monitor upstream mains for backup impacts.

• Procedures to setup and breakdown of pumping operations.

• Emergency plan detailing procedures to be followed in event of pump failures, sewer overflows, service backups, sewage spillage.

2. Emergency Spill Response Plan.

• Contractor shall provide contact information for technical assistance to be available all times for Forest Service personnel.

• If a spill occurs that results in an unplanned wastewater discharge, then the Contractor shall make immediate repairs and clean up the spill site.

• Contractor shall issue a report to the COR on the date and time of the incident, the estimated spill quantity, the cause of the incident, the action taken, including both the corrective action and the clean-up activities.

1.5 DELIVERY AND STORAGE

A. Transport, deliver, and store pipe, fittings, pumps, ancillary equipment and materials to prevent damage per manufacturer’s recommendations.

1. Inspect all material and equipment for proper operation before initiating work.

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PART 2 PRODUCTS

2.1 DISCHARGE AND SUCTION PIPES

A. Discharge piping to be determined according to flow and operating calculations.

B. Suction piping to be determined according to pump size, flow calculations and manhole depth following manufacturer’s recommendations.

2.2 POLYETHYLENE PLASTIC PIPE

A. High density solid wall and following ASTM F714 Polyethylene (PE) Plastic Pipe (SDR- DR) based on outside diameter, ASTM D1248 and ASTM D3550.

B. Homogenous throughout, free of visible cracks, discoloration, pitting, varying wall thickness, holes, foreign material, blisters, or other deleterious faults.

2.3 HIGH DENSITY POLYETHYLENE (HDPE)

A. Homogenous throughout, free of visible cracks, discoloration, pitting, varying wall thickness, holes, foreign material, blisters, or other deleterious faults.

1. Defective areas of pipe: Cut out and joint fuse to complete repairs.

B. Assemble and join using couplings, flanges or butt-fusion method to provide leak proof joint. Follow manufacturer’s instructions and ASTM D2657.

1. Threaded or solvent joints and connections are not permitted.

C. Fusing: Fusing shall be completed by qualified technicians.

D. Butt-fused joint: True alignment and uniform roll-back beads resulting from use of proper temperature and pressure.

1. Allow adequate cooling time before removal of pressure.

2. Watertight and have tensile strength equal to that of pipe.

2.4 FLEXIBLE HOSES AND ASSOCIATED COUPLINGS AND CONNECTORS:

1. Abrasion resistant

2. Suitable for intended service

3. Rated for external and internal loads anticipated, including test pressure.

• External loading design: incorporate anticipated traffic loadings, including traffic impact loading.

4. When subject to traffic loading, compose system, such as traffic ramps or covers.

2.5 VALVES AND FITTINGS: Determined according to flow calculations, pump sizes previously determined, and system operating pressures.

2.6 MANHOLE PLUG: Selected and installed according to size of line to be plugged per manufacturer’s recommendations.

A. Additional Plugs: Available in the event plug fails. Plugs will be inspected before use for defects which may lead to failure.

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2.7 SUMP PUMP

A. Pumps for suction and discharge:

1. Fully automatic self-priming units, self-contained.

2. Sewage pump shall be able to pass 2-inch diameter solids.

3. Pump shall allow dry running for long periods of time due to the nature of the effluent flows.

4. Provide necessary stop/start controls for each pump.

B. Submersible, Fixed Position, Single-Seal Sump Pumps:

1. Dayton, Zoeller, Superior, Goulds and/or an approved equal.

C. Factory assembled and tested, end suction, centrifugal sump pumps for automatic operation, with 72-inch minimum power cord and plug.

1. Casing and Impeller: Cast-iron or plastic casing with inlet strainer and metal or plastic impeller.

2. Pump and Motor Shaft: Steel, with factory-sealed, grease-lubricated ball bearings and double-mechanical seals.

3. Motor: Hermetically sealed, capacitor-start type, with built-in overload protection, three-conductor waterproof power cable of length required, with grounding plug and cable-sealing assembly.

4. Pump Discharge Piping: Factory or field-fabricated, ASTM A 53/A 53M, Schedule 40 galvanized steel pipe.

5. Controls: NEMA 250, Type 1 enclosure, pedestal-mounted float switch with float rod and rod buttons.

D. Wet-Pit Volute Sump Pumps:

1. Dayton, Zoeller, Superior, Goulds and/or an approved equal.

E. Wet-pit-Volute, single-stage, separately coupled, overhung-impeller, centrifugal sump pump.

1. Casing: Cast iron; with screened inlet and threaded or flanged connection.

2. Impeller: [ASTM A 48/A 48M, Class No. 25 A or higher cast iron]

[ASTM A 532/A 532M, abrasion-resistant cast iron] [ASTM B 584, cast bronze];

statically and dynamically balanced nonclog design; overhung, single suction, keyed and secured to shaft.

3. Pump Shaft and Sleeve Bearings: Stainless-steel or steel shaft, with bronze sleeve bearings. Include oil-lubricated, intermediate sleeve bearings at 48-inch (1200-mm) maximum intervals if basin depth is more than 48 inches (1200 mm); and grease-lubricated, ball-type thrust bearings.

4. Pump Discharge Piping: Manufacturer's standard galvanized-steel or bronze pipe.

5. Cover Shaft Seal: Stuffing box, with graphite-impregnated braided-yarn rings and bronze packing gland.

6. Motor Mount: On vertical, cast-iron pedestal.

7. Controls: NEMA 250, Type 1 enclosure, pedestal-mounted float switches with float rods and rod buttons.

8. Float Guide: Pipe or other restraint for floats and rods in basins of depth greater than

60 inches (1500 mm).

9. High-Water Alarm: Cover-mounted alarm with electric bell; 120-V ac, with

2025 Page | 28 | 01 51 20 transformer and contacts for remote alarm bell.

2.8 SUMP-PUMP BASINS AND BASIN COVERS

A. Basins: Factory-fabricated, [cast-iron] [fiberglass] [polyethylene], watertight, cylindrical, basin sump with top flange and sidewall openings for pipe connections.

B. Basin Covers: Fabricate metal cover with openings having gaskets, seals, and bushings;

for access to pumps, pump shafts, control rods, discharge piping, vent connections, and power cables.

2.9 MOTORS

A. Comply with requirements in this Section except when stricter requirements are specified in plumbing equipment or Sections.

B. Comply with NEMA MG 1 unless otherwise indicated.

1. Duty: Continuous duty at ambient temperature of 80 deg F to 10 deg F and at altitude of 7,850 feet (1000 m) above sea level.

2.10 POLYPHASE MOTORS:

A. Description: NEMA MG 1, Design B, medium induction motor.

1. Service Factor: 1.15.

B. Motor Sizes: Minimum size as indicated; if not indicated, large enough so driven load will not require motor to operate in service factor range above 1.0.

C. Multispeed Motors: Variable Torque.

1. For motors with 2:1 speed ratio, consequent pole, single winding.

2. For motors with other than 2:1 speed ratio, separate winding for each speed.

D. Less Than 1/2 HP (373 W): Built-in thermal-overload protection.

E. 1/2 to 3 HP (373 to 2238 W): Permanently lubricated ball bearings.

F. 5 HP (3.73 kW) and Larger: Grease-lubricated ball bearings.

G. Motor shall be non-overloading within full range of pump performance.

H. Rotor: Random-wound, squirrel cage.

I. Bearings: Regreaseable, shielded, antifriction ball bearings suitable for radial and thrust loading.

J. Temperature Rise: Match insulation rating.

K. Insulation: Class F

L. Code Letter Designation:

1. Motors 15 HP and Larger: NEMA starting Code F or Code G.

2. Motors smaller than 15 HP: Manufacturer’s standard starting characteristic.

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M. Enclosure Material: Cast iron for motor frame sizes 324T and larger; rolled steel for motor frame sizes smaller than 324T.

2.11 DESIGN REQUIREMENTS

A. Temporary pumping system:

• Sufficient capacity to pump average daily design flow during winter operating period of 1,770 gpd. Winter operating period is December through February.

• Sufficient capacity to pump average daily design flow during summer operating period of 2,754 gpd. Summer operating period is from March 1 – November 30.

B. Operate…