14-FS1-003_005_Ponds_8_9_10_Specs.pdf

Neosho NFH Ponds 8, 9, & 10 Rehabilitation

Ponds 8 is the base bid Ponds 9 &10 are Additives

Neosho, Missouri

United States Department of the Interior Fish and Wildlife Service Division of Engineering

Midwest Region, Bloomington, MN 55437-1458

January 2, 2017

PROJECT MANUAL

Neosho NFH Pond 8 00 0110 - 1 TABLE OF CONTENTS

SECTION 00 0110

TABLE OF CONTENTS

DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0110 - Table of Contents 00 3100 - Available Project Information

SPECIFICATIONS

DIVISION 01 -- GENERAL REQUIREMENTS

01 1000 - Summary of the Work 01 3000 - Submittals 01 3100 - Project Coordination 01 4000 - Quality Requirements 01 4200 - Definitions and Standards 01 5000 - Temporary Facilities and Controls 01 5713 - Temporary Erosion and Sediment Control 01 6000 - Product Requirements 01 7000 - Execution and Closeout Requirements 01 7800 - Closeout Submittals

DIVISION 02 -- EXISTING CONDITIONS

02 4100 – Demolition

DIVISION 03 – CONCRETE

03 3000 - Cast-in-Place Concrete 03 3713 – Shotcrete

DIVISION 04 – MASONRY

04 0511 - Masonry Mortaring and Grouting 04 4301 - Stone Masonry Veneer

DIVISION 05 -- METALS

05 5000 - Metal Fabrications

Neosho NFH Pond 8 00 0110 - 2 TABLE OF CONTENTS

DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

07 2500 - Geotextile Fabric and Pond Membrane Pond Liner

DIVISION 31 -- EARTHWORK

31 1000 - Site Clearing 31 2200 - Grading 31 2316 - Excavation 31 2323 – Fill

DIVISION 32 -- EXTERIOR IMPROVEMENTS

32 9219 – Seeding

DIVISION 33 -- UTILITIES

33 1116 – Piping

END OF TABLE OF CONTENTS

Neosho NFH Pond 8 00 3100 - 1 AVAILABLE PROJECT

INFORMATION

SECTION 00 3100

AVAILABLE PROJECT INFORMATION

PART 1 GENERAL

1.01 EXISTING CONDITIONS

A. Geotechnical Reports are provided to the contractor as an attachment to this solicitation, as follows:

1. Geotechnical Investigation for New Prefabricated Wooden Bridge, dated July 7, 1999.

2. Neosho National Fish Hatchery Visitors Center Phase 2B, dated February 2, 2006.

B. These reports cover areas at the hatchery other than this particular project site and are provided for information only.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

Neosho NFH Pond 8 01 1000 - 1 SUMMARY OF THE WORK

SECTION 01 1000

SUMMARY OF THE WORK

PART 1 – GENERAL

1.01 PROJECT TITLE: REHABILITATION OF PONDS AT THE NEOSHO NATIONAL FISH

HATCHERY.

1.02 WORK UNDER THESE SPECIFICATIONS

A. Contractor shall furnish all materials, labor and equipment for the work as described in the Drawings and Specifications. The Work shall include but are not limited to the items listed below. Additional work shown on the drawings and required by the specifications also applies.

The base bid includes all work for the rehabilitation of pond 8. The rehabilitation of ponds 9 and 10 are additives and are required to be constructed to the same specifications as pond 8.

B. Item 1: Mobilization/Demobilization

1. Work shall include, but not be limited to: all costs associated with bringing in and removing construction equipment, supplies, job trailer, etc.

2. This work shall not be measured for payment and shall be performed on a lump sum basis.

C. Item 2: Site Preparation

1. This work shall include, but not be limited to, furnishing material, labor, and equipment for stripping vegetation and removing approximately one foot of blue clay from the pond bottom. The clay shall be stockpiled on the property for later use by the Hatchery

2. This work shall not be measured for payment and shall be performed on a lump sum basis.

D. Item 3: Demolition

1. This work shall include, but not be limited to, all work associated with the demolition and/or disposal of the existing pond walls, flumes, and concrete ramp. The pond walls need only be demolished and removed, as necessary to facilitate new construction. The stone may be salvaged by the Contractor for re-use in the construction of the new pond walls. Additional stone needed for facing of the new walls will be required to be similar in size and color to the existing stone.

2. This work shall not be measured for payment and shall be performed on a lump sum basis.

E. Item 4: Construct New Concrete Pond Walls with Stone Facing

1. This work shall include, but not be limited to, furnishing materials, labor, and equipment for construction of the concrete pond walls, including forming, rebar, waterstops, concrete, and stone facing (new and re-use of existing). This work may be done using conventional methods for pouring concrete retaining walls or may be done using shotcrete or a combination of the two methods.

2. This work shall not be measured for payment and shall be performed on a lump sum basis.

F. Item 5: Construct or Modify Concrete Structures

1. This work shall include, but not be limited to, furnishing materials, labor, and equipment for modifying the diversion and distribution boxes, and constructing the new concrete flumes and ramp, as shown on the drawings. This item shall also include all excavation, trenching, backfill and compaction, piping, forming, rebar, concrete, waterstops, embedded channels, and other appurtenances as required.

2. This work shall not be measured for payment and shall be performed on a lump sum basis.

G. Item 6: Grade Pond Bottom

Neosho NFH Pond 8 01 1000 - 2 SUMMARY OF THE WORK

1. This work shall include, but not be limited to, furnishing materials, labor, and equipment for the dewatering, drying, excavation, compaction, and grading of the pond bottom to the proper depth and sloped to the outlets.

2. This work shall not be measured for payment and shall be performed on a lump sum basis.

H. Item 7: Place Pond Liner Support Fill

1. This work shall include, but not be limited to, furnishing materials, labor, and equipment for placing and compacting of 12” of pond liner support fill on the pond bottom.

2. This work shall not be measured for payment and shall be performed on a lump sum basis.

I. Item 8: Install Geotextile over Pond Liner Support Fill

1. This work shall include, but not be limited to, furnishing materials, labor and equipment for installing a non-woven polypropylene geotextile between the Pond Liner Support Fill and the Pond Liner.

2. This work shall not be measured for payment and shall be performed on a lump sum basis.

J. Item 9: Install Pond Liner

1. This work shall include, but not be limited to, furnishing materials, labor, and equipment for installing the polypropylene pond liner using stainless steel batten bars for attaching it to the pond liner attachment shelf, as shown on the drawings.

2. This work shall not be measured for payment and shall be performed on a lump sum basis.

K. Item 10: Backfill behind New Pond Walls

1. This work shall include, but not be limited to, furnishing materials, labor, and equipment for backfill and compaction of the excavation behind the new pond walls.

2. This work shall not be measured for payment and shall be performed on a lump sum basis.

L. Item 11: Landscaping

1. This work shall include, but not be limited to, furnishing materials, labor, and equipment for fine grading, removing rocks, placement of topsoil, seeding, fertilizing and mulching the disturbed areas.

2. This work shall not be measured for payment and shall be performed on a lump sum basis.

M. Item 12: Exploratory Excavation

1. This work shall include, but not be limited to, furnishing materials, labor, and equipment for exploratory excavation between the raceways and pond 8. This shall include the removal and replacement of approximately 1050 sf of asphalt and concrete paving, dye testing for leaks in existing piping and walls, excavating to uncover the piping leaks in the area, and repairing any leaks that can be found.

2. This work shall not be measured for payment and shall be performed on a lump sum basis.

1.03 PERFORMANCE PERIOD

A. The performance period allowed for the construction of this project is 90 calendar days. This includes weekends, holidays, and average/normal inclement weather. However, depending on the time of year this project is awarded, the contractor may request a winter shutdown. In this case, the Government would issue a stop work order and the shutdown period will not count against the total performance period. If the contract is suspended during the winter, the Government will not compensate the contractor for any costs associated with winter suspension or work resumption when weather permits.

1.04 LOCATION AND INSPECTION OF SITE

A. The work site is located at the Neosho National Fish Hatchery in Neosho, Missouri. The mailing address is shown on the Solicitation, Offer, and Award (Standard Forms 1442 or, 18 block 9) as

Neosho NFH Pond 8 01 1000 - 3 SUMMARY OF THE WORK attached to this Invitation. The Station Manager may be contacted for further information at the above referenced address, by telephone at 417-451-0554 or e-mail david_hendrix@fws.gov.

B. All prospective bidders/quoters, contractors, subcontractors, and related persons are encouraged to visit the site(s) of the proposed Work and to assess the location(s) and extent of the Work prior to submitting bids/quotes. Persons may inspect the site by contacting the Station Manager.

1.05 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION

A. The Government will provide a disk containing the PDF files for the plans and specifications to the successful bidder.

B. Exact location of all affected utilities will be the responsibility of the contractor. Drawings may not completely show all utilities. Site verification is required in addition to contacting any local authorities and utility companies to determine exact locations of utilities.

C. In case of difference between drawings and specifications, the specifications shall govern.

1.06 WORK NOT INCLUDED IN THIS CONTRACT

A. All items indicated "NIC" on drawings or in specifications are items not included in this contract.

B. Work in place is generally shown as "Existing" on the Contract Drawings.

C. Work to be performed under other contracts and not included as part of this contract is generally shown as "By Others" on the Contract Drawings.

1.07 ITEMS PROVIDED BY THE GOVERNMENT

A. Work to be accomplished by the Government or manufactured items to be provided by the Government are generally shown as "GFGI" on the Contract Drawings.

1. Unless specifically provided herein, no materials or equipment shall be furnished by the

Government under this Contract.

1.08 ENGINEERING SERVICES:

A. The Government has based the elevations of the new work on the elevation of the existing kettle. The Contractor shall use the kettle for benchmark elevation. Horizontal control is referenced to a manhole structure shown on Sheet 4.

1.09 TEMPORARY FACILITIES

A. Maintain and restore all government roads, service areas and utilities used to pre-construction condition.

B. Temporary toilet facilities must be provided.

1.10 SITE ACCESS AND RIGHT OF WAY

A. The construction access limits on Government property will be established by the Government and the Contractor shall be responsible for complying with these limits and governing all work accordingly. All temporary access roads shall be removed following work completion unless directed otherwise by the Contracting Officer.

B. All bidders are reminded that they are responsible for contacting the local entity such as township, county, or state having jurisdiction in the project vicinity to insure bidders/quoters are aware of any requirements of the local entity. These requirements are between the entity and the bidder. Requirements for maintenance of traffic in a safe manner shall follow the Manual of Uniform Traffic Control Devices (MUTCD). Load limits and other restrictions shall be obeyed. If the Contractor proposes to cross private property, permission must be obtained from the owner to use private property or roads in the conduct of the Work.

C. Work scheduled on Saturdays, Sundays, Federal Holidays or other than normal working hours shall be approved in advance by the Government.

1.11 SAFETY - IN ADDITION TO FAR 52.236-13 ACCIDENT PREVENTION

A. Contractor shall fill out and submit the “Preconstruction Safety Checklist” to the Contracting

Officer (CO) prior to beginning construction.

Neosho NFH Pond 8 01 1000 - 4 SUMMARY OF THE WORK

B. The contractor shall designate a safety officer to ensure a safe work site. The safety officer shall perform daily work site inspections to assure compliance with all safety regulations and standards.

C. The Contractor’s Safety Plan shall be available on-site. The Contractor shall provide Material Safety Data Sheets (MSDS) for all hazardous materials brought on-site. MSDS shall be made available in a conspicuous location and one (1) copy provided to the Government.

D. All equipment and work activities shall comply with OSHA Regulations and all accidents incidental to work performed under this contract shall be reported in accordance with OSHA reporting requirements. Additionally a copy of the accident report shall be provided to the Contracting Officer.

E. The contractor shall provide and install barricades, signs, or other warning devices to delineate the construction area and restrict public access to the construction site. Follow Manual of Uniform Traffic Control Devices (MUTCD).

F. Provide at least one non-freezing-type fire extinguisher in each workshop and shed used for storage of materials on the premises. Place in location readily accessible to workers.

G. Provide at least one non-freezing-type fire extinguisher of the appropriate class H. Provide and maintain a basic first aid kit for use of workers.

1. Provide first aid supply commensurate with size of project with items necessary for first aid treatment of all injuries. The first aid supply shall include items identified on MSDS (see paragraph B of this section) in applicable locations.

2. Advise all workers of the location of first aid supplies.

3. Post telephone numbers of nearest hospital or ambulance service and fire station in conspicuous location. Advise all workers of location of telephone numbers.

I. Provide necessary Personnel Protective Equipment (PPE) as identified by MSDS and OSHA regulations. Provide documentation, workers have been trained in use of PPE prior to individual use.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

Neosho NFH Pond 8 01 3000 - 1 SUBMITTALS

SECTION 01 3000

SUBMITTALS

1.01 GENERAL:

A. Refer to submittal register or technical specifications for all submittals required.

B. When specifically requested by the Contracting Officer (CO), Contractor’s Officer’s

Representative (COR) or the Government’s On-Site Observer, the Contractor shall provide copies of manufacturer's written installation instructions and/or recommendations for review and approval prior to accomplishing equipment installation.

1.02 SUBMITTALS:

A. A submittal register, listing all items requiring submittals under this solicitation, is provided as an attachment to this document. In any instance where there is a variance between the consolidated list of submittals and the requirements in the individual spec sections, the requirements contained in the individual specification section shall prevail. The Contractor shall provide a Submittal Schedule to the COR within 10 days of award. Contractor shall coordinate Submittal Schedule with Construction Schedule to allow sufficient time for review, and corrections before scheduled activity.

B. Electronic Document Submittal

1. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF) format and transmitted via e-mail.

2. Besides submittals for review, information, and closeout, this procedure applies to requests for information (RFI’s), progress documentation, contract modification documents (e.g. supplementary instructions, change proposals, change orders), applications for payment, field reports, meeting minutes, and any other document any participant wishes to make part of the project record.

3. It is the Contractor’s responsibility to submit documents in PDF format.

4. All other specified submittal and document transmission procedures apply, except that electronic document requirements do not apply to samples or color selection charts.

5. The approval of submittals shall not relieve the Contractor’s obligation to comply with the terms and conditions of the Contract Drawings and Specifications. The Contractor shall be responsible to determine correct dimension, design, connection, detail and satisfactory construction of all Work.

1.03 PROJECT SCHEDULE:

A. Contractor shall provide as required by Federal Acquisition Regulations (FAR) Clauses.*

1.04 PRICE BREAKDOWN - LUMP SUM ITEMS:

A. Contractor shall provide, as required by FAR Clauses.*

1.05 SUBCONTRACTOR'S LIST

A. Submit a list of subcontractors who will be working on the project.

1.06 SUBMITTAL OF PROGRESS PAYMENT CERTIFICATE:

A. Contractor shall provide as required by FAR Clauses.*

1.07 GUARANTEES, WARRANTIES AND CERTIFICATES: REFER TO SECTION 01 7800

1.08 OPERATING AND MAINTENANCE INSTRUCTION: REFER TO SECTION 01 7800

1.09 DELIVERY TICKETS

A. The Contractor shall submit to the Government's on-site representative, one legible copy of each delivery ticket for all material delivered to the construction site.

Neosho NFH Pond 8 01 3000 - 2 SUBMITTALS

B. The delivery ticket shall show brand name, catalog number, and number of items received.

1.10 WASTE MANIFESTS (IF NECESSARY)

A. The Contractor shall submit copies of all waste manifests.

B. Manifests shall state type of waste (i.e., construction debris, hazardous asbestos, etc.), location of disposal, landfill designation, EPA registration of landfill, and EPA registration for transportation of any hazardous wastes.

* THE APPLICABLE FAR CLAUSES WILL BE PROVIDED IN FULL TEXT TO THE RESULTANT

CONTRACTOR AT THE PRE-CONSTRUCTION CONFERENCE, IF REQUESTED.

Neosho NFH Pond 8 01 3100 - 1 PROJECT COORDINATION

SECTION 01 3100

PROJECT COORDINATION

1.01 JOBSITE ADMINISTRATION - SUPERINTENDENCE, SUBCONTRACT ADMINISTRATION, AND

QUALITY CONTROL IS THE RESPONSBILITY OF THE CONTRACTOR.

A. Final decisions relative to items in conflict shall be made by the Contracting Officer.

B. The Government shall have the authority to temporarily suspend the Work for such time as necessary because of the failure on the part of the Contractor to perform any of the provisions of the Contract. No extension of contract performance time will be permitted until the Government determines that the deficiencies in performance, which caused the temporary suspension, have been corrected.

C. The Contractor shall have responsible superintendence on site during all project operations.

Contractor shall notify Government of any changes of superintendents.

D. The Contractor shall notify the COR at least ten (10) days prior to the anticipated date of completion of all Work specified herein. Upon completion of the Work, the COR shall proceed with the final inspection which shall be completed as promptly as practicable. The time required for such inspection and for performing any corrective Work shall be included in the contract performance time.

1.02 MODIFICATION/CHANGE ORDER PROCEDURES

A. In the event of the need for a Change Order, the Contractor will receive a letter requesting a price quote for proposed changes to the Contract.

B. For evaluation purposes, the Contractor's quote shall be broken down to show the costs of labor and materials for each proposed category of Work included with the change, along with the total cost for Contractor's overhead, profit, and bond for the proposed changes.

C. All Contract time extensions required as a result of a proposed change must be justified and supported in detail at the time of the proposal.

1.03 PRECONSTRUCTION CONFERENCE

A. Soon after award of the Contract and prior to commencing construction, the Contractor and any subcontractors shall attend a preconstruction conference with representatives of the Government. Timely notification of the meeting will be given to the Contractor. Time, date, and place of the conference will be determined by the Contracting Officer. Requirements pertaining to Contract administration, construction operations and the project schedule will be discussed.

The project schedule shall be in accordance with Section 01 3000. The Preconstruction Safety Checklist shall be submitted for review during this conference.

1.04 PROGRESS MEETINGS

A. Periodic general project meetings will be conducted with a representative of the Contractor at the project site or by telephone by the Government's representative for the purpose of coordinating, expediting, and assessing the work progress.

B. The Contractor shall provide reports of progress on the project, discuss the work schedule for the coming period and present all conflicts, discrepancies or other difficulties for resolution. A record of discussions and decisions will be prepared by the Contractor and distributed to those attending and others affected.

Neosho NFH Pond 8 01 3100 - 2 PROJECT COORDINATION

Neosho NFH Pond 8 01 4000 - 1 QUALITY REQUIREMENTS

SECTION 01 4000

QUALITY REQUIREMENTS

1.01 SECTION INCLUDES

A. References and standards.

B. Quality assurance submittals.

C. Mock-ups.

D. Control of installation.

E. Tolerances.

F. Testing and inspection services.

G. Manufacturers' field services.

1.02 RELATED REQUIREMENTS

A. Document 00 3100 - Available Project Information: Soil investigation data.

B. Section 01 3000 - Administrative Requirements: Submittal procedures.

C. Section 01 6000 - Product Requirements: Requirements for material and product quality.

1.03 REFERENCE STANDARDS

A. ASTM C1021 - Standard Practice for Laboratories Engaged in Testing of Building Sealants;

2008 (Reapproved 2014).

B. ASTM C1077 - Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation; 2014.

C. ASTM C1093 - Standard Practice for Accreditation of Testing Agencies for Masonry; 2013.

D. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in the

Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction;

2012a.

E. ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection; 2014a.

F. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing; 2013.

G. IAS AC89 - Accreditation Criteria for Testing Laboratories; 2010.

1.04 SUBMITTALS

A. Testing Agency Qualifications:

1. Prior to start of Work, submit agency name, address, and telephone number, and names of full time licensed engineer and responsible officer.

2. Submit copy of report of laboratory facilities inspection made by NIST Construction Materials Reference Laboratory during most recent inspection, with memorandum of remedies of any deficiencies reported by the inspection.

3. Qualification Statement: Provide documentation showing testing laboratory is accredited under IAS AC89.

B. Design Data: Submit for Engineer's knowledge as contract administrator for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents, or for Government's information.

C. Test Reports: After each test/inspection, promptly submit two copies of report to Engineer and to Contractor.

1. Include:

a. Date issued.

Neosho NFH Pond 8 01 4000 - 2 QUALITY REQUIREMENTS

b. Project title and number.

c. Name of inspector.

d. Date and time of sampling or inspection.

e. Identification of product and specifications section.

f. Location in the Project.

g. Type of test/inspection.

h. Date of test/inspection.

i. Results of test/inspection.

j. Conformance with Contract Documents.

k. When requested by Engineer, provide interpretation of results.

D. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Engineer, in quantities specified for Product Data.

1. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

2. Certificates may be recent or previous test results on material or product, but must be acceptable to Engineer.

E. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, adjusting, and finishing, for the Government's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

1.05 TESTING AND INSPECTION AGENCIES

A. Contractor shall employ and pay for services of an independent testing agency to perform specified testing and inspection.

B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

C. Contractor Employed Agency:

1. Testing agency: Comply with requirements of ASTM E329, ASTM E543, ASTM C1021, ASTM C1077, and ASTM C1093.

2. Inspection agency: Comply with requirements of ASTM D3740 and ASTM E329.

3. Laboratory Qualifications: Accredited by IAS according to IAS AC89.

4. Laboratory: Authorized to operate in the State in which the Project is located.

5. Laboratory Staff: Maintain a full time registered Engineer on staff to review services.

6. Testing Equipment: Calibrated at reasonable intervals either by NIST or using an NIST established Measurement Assurance Program, under a laboratory measurement quality assurance program.

PART 3 EXECUTION

3.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from

Engineer before proceeding.

D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have Work performed by persons qualified to produce required and specified quality.

Neosho NFH Pond 8 01 4000 - 3 QUALITY REQUIREMENTS

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

3.02 MOCK-UPS

A. Tests shall be performed under provisions identified in this section and identified in the respective product specification sections.

B. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals, and finishes.

C. Accepted mock-ups shall be a comparison standard for the remaining Work.

D. Where mock-up has been accepted by Engineer and is specified in product specification sections to be removed, protect mock-up throughout construction, remove mock-up and clear area when directed to do so by Engineer.

3.03 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work.

Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with

Contract Documents, request clarification from Engineer before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

3.04 TESTING AND INSPECTION

A. See individual specification sections for testing and inspection required.

B. Testing Agency Duties:

1. Provide qualified personnel at site. Cooperate with Engineer and Contractor in performance of services.

2. Perform specified sampling and testing of products in accordance with specified standards.

3. Ascertain compliance of materials and mixes with requirements of Contract Documents.

4. Promptly notify Engineer and Contractor of observed irregularities or non-conformance of

Work or products.

5. Perform additional tests and inspections required by Engineer.

6. Submit reports of all tests/inspections specified.

C. Limits on Testing/Inspection Agency Authority:

1. Agency may not release, revoke, alter, or enlarge on requirements of Contract

Documents.

2. Agency may not approve or accept any portion of the Work.

3. Agency may not assume any duties of Contractor.

4. Agency has no authority to stop the Work.

D. Contractor Responsibilities:

1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs.

2. Cooperate with laboratory personnel, and provide access to the Work .

3. Provide incidental labor and facilities:

a. To provide access to Work to be tested/inspected.

b. To obtain and handle samples at the site or at source of Products to be tested/inspected.

c. To facilitate tests/inspections.

d. To provide storage and curing of test samples.

4. Notify Engineer and laboratory 24 hours prior to expected time for operations requiring testing/inspection services.

Neosho NFH Pond 8 01 4000 - 4 QUALITY REQUIREMENTS

5. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

E. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Engineer.

F. Re-testing required because of non-conformance to specified requirements shall be paid for by Contractor.

3.05 MANUFACTURERS' FIELD SERVICES

A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, as applicable, and to initiate instructions when necessary.

B. Submit qualifications of observer to Engineer 30 days in advance of required observations.

1. Observer subject to approval of Government.

C. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.

3.06 DEFECT ASSESSMENT

A. Replace Work or portions of the Work not conforming to specified requirements.

B. If, in the opinion of Engineer, it is not practical to remove and replace the Work, Engineer will direct an appropriate remedy or adjust payment.

Neosho NFH Pond 8 01 4200 - 1 DEFINITIONS AND STANDARDS

SECTION 01 4200

DEFINITIONS AND STANDARDS

1.01 REGULATORY REQUIREMENTS

A. All work shall be accomplished in strict accordance with OSHA and all other regulations, codes, and laws in effect at the time the work is performed for the location where it is to be performed.

1.02 MEANS AND METHODS

A. Means and methods used in the performance of this Contract must be in accordance with all applicable Federal Acquisition Regulations in addition to OSHA regulations, 29 Code of Federal Regulations, acceptable industry practices as recognized by societies, associations, building codes, manufacturers’ specifications and any applicable state safety and health requirements.

1.03 PERMITS

A. All permits required to support construction activities such as road permits for oversize, overweight vehicles and equipment, bridge permits, and utility hookup permits, shall be obtained and paid for by the Contractor.

Neosho NFH Pond 8 01 5000 - 1 TEMPORARY FACILITIES AND

CONTROLS

SECTION 01 5000

TEMPORARY FACILITIES AND CONTROLS

A. Temporary utilities.

B. Temporary telecommunications services.

C. Temporary sanitary facilities.

D. Temporary Controls: Barriers.

E. Security requirements.

F. Vehicular access and parking.

G. Waste removal facilities and services.

H. Field offices.

1.02 TEMPORARY UTILITIES

A. Provide and pay for all electrical power and water required for construction purposes.

B. Existing facilities may not be used.

1.03 TELECOMMUNICATIONS SERVICES

A. Provide, maintain, and pay for telecommunications services to field office at time of project mobilization.

B. Telecommunications services shall include:

1. Windows-based personal computer dedicated to project telecommunications, with necessary software and laser printer.

2. Facsimile Service: Fax-to-email software on personal computer.

3. Cellular Telephone Service.

1.04 TEMPORARY SANITARY FACILITIES

A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.

B. Maintain daily in clean and sanitary condition.

1.05 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public and to protect existing facilities and adjacent properties from damage from construction operations and demolition.

B. Provide protection for plants designated to remain. Replace damaged plants.

C. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

1.06 SECURITY

A. Provide security and facilities to protect Work, existing facilities, and Government's operations from unauthorized entry, vandalism, or theft.

1.07 VEHICULAR ACCESS AND PARKING

A. Coordinate access and haul routes with governing authorities and Government.

B. Provide and maintain access to fire hydrants, free of obstructions.

C. Provide means of removing mud from vehicle wheels before entering streets.

D. Existing parking areas may be used for construction parking. Coordinate with Station

Personnel.

Neosho NFH Pond 8 01 5000 - 2 TEMPORARY FACILITIES AND

CONTROLS

1.08 WASTE REMOVAL

A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.

B. Provide containers with lids. Remove trash from site periodically.

C. If materials to be recycled or re-used on the project must be stored on-site, coordinate with station personnel for suitable location.

1.09 FIELD OFFICES

A. Office: Weathertight, with lighting, electrical outlets, heating, cooling equipment, and equipped with sturdy furniture, drawing rack and drawing display table.

1.10 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS

A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion inspection.

B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated.

C. Clean and repair damage caused by installation or use of temporary work.

D. Restore existing facilities used during construction to original condition.

Neosho NFH Pond 8 01 5713 - 1 TEMPORARY EROSION AND

SEDIMENT CONTROL

SECTION 01 5713

TEMPORARY EROSION AND SEDIMENT CONTROL

A. Prevention of erosion due to construction activities.

B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities.

C. Restoration of areas eroded due to insufficient preventive measures.

1.02 RELATED REQUIREMENTS

A. Section 31 1000 - Site Clearing: Limits on clearing; disposition of vegetative clearing debris.

B. Section 31 2200 - Grading: Temporary and permanent grade changes for erosion control.

1.03 REFERENCE STANDARDS

A. ASTM D4355 - Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture, and Heat in a Xenon Arc Type Apparatus; 2007.

B. ASTM D4491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity;

1999a (Reapproved 2014).

C. ASTM D4533 - Standard Test Method for Trapezoid Tearing Strength of Geotextiles; 2011.

D. ASTM D4632 - Standard Test Method for Grab Breaking Load and Elongation of Geotextiles;

2008.

E. ASTM D4751 - Standard Test Method for Determining Apparent Opening Size of a Geotextile;

2012.

F. ASTM D4873 - Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples; 2002 (Reapproved 2009).

G. EPA (NPDES) - National Pollutant Discharge Elimination System (NPDES), Construction

General Permit; current edition.

1.04 PERFORMANCE REQUIREMENTS

A. Comply with all requirements of U.S. Environmental Protection Agency for erosion and sedimentation control, as specified for the National Pollutant Discharge Elimination System (NPDES), Phases I and II, under requirements for the 2003 Construction General Permit (CGP), whether the project is required by law to comply or not.

B. Also comply with all more stringent requirements of State of Missouri Erosion and Sedimentation Control Manual.

C. Timing: Put preventive measures in place as soon as possible after disturbance of surface cover and before precipitation occurs.

D. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover due to construction activities for this project.

E. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due to construction activities for this project.

1. Control movement of sediment and soil from temporary stockpiles of soil.

2. Prevent development of ruts due to equipment and vehicular traffic.

3. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to Government.

F. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project.

Neosho NFH Pond 8 01 5713 - 2 TEMPORARY EROSION AND

1. Prevent windblown soil from leaving the project site.

2. Prevent tracking of mud onto public roads outside site.

3. Prevent mud and sediment from flowing onto sidewalks and pavements.

4. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to Government.

G. Sedimentation of Waterways On Site: Prevent sedimentation of waterways on the project site, including streams, and ponds.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to

Government; remove deposited sediments; comply with requirements of authorities having jurisdiction.

2. If sediment basins are used as temporary preventive measures, pump dry and remove deposited sediment after each storm.

H. Sedimentation of Waterways Off Site: Prevent sedimentation of waterways off the project site, including streams, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to

Government; remove deposited sediments; comply with requirements of authorities having jurisdiction.

I. Open Water: Prevent standing water that could become stagnant.

J. Maintenance: Maintain temporary preventive measures until permanent measures have been established.

PART 2 PRODUCTS

2.01 MATERIALS

A. Mulch: Use one of the following:

1. Straw or hay.

2. Erosion control matting or netting.

B. Grass Seed For Temporary Cover: Select a species appropriate to climate, planting season, and intended purpose. If same area will later be planted with permanent vegetation, do not use species known to be excessively competitive or prone to volunteer in subsequent seasons.

C. Bales: Air dry, rectangular straw bales.

1. Cross Section: 14 by 18 inches, minimum.

2. Bindings: Wire or string, around long dimension.

D. Bale Stakes: One of the following, minimum 3 feet long:

1. Steel U- or T-section, with minimum mass of 1.33 lb per linear foot.

2. Wood, 2 by 2 inches in cross section.

E. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects; non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths:

1. Average Opening Size: 30 U.S. Std. Sieve, maximum, when tested in accordance with

ASTM D4751.

2. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM D4491.

3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D4355 after 500 hours exposure.

4. Tensile Strength: 100 lb-f, minimum, in cross-machine direction; 124 lb-f, minimum, in machine direction; when tested in accordance with ASTM D4632.

5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D4632.

6. Tear Strength: 55 lb-f, minimum, when tested in accordance with ASTM D4533.

7. Color: Manufacturer's standard, with embedment and fastener lines preprinted.

F. Silt Fence Posts: One of the following, minimum 5 feet long:

1. Steel U- or T-section, with minimum mass of 1.33 lb per linear foot.

Neosho NFH Pond 8 01 5713 - 3 TEMPORARY EROSION AND

2. Softwood, 4 by 4 inches in cross section.

3. Hardwood, 2 by 2 inches in cross section.

3.01 EXAMINATION

A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible.

3.02 PREPARATION

A. Schedule work so that soil surfaces are left exposed for the minimum amount of time.

3.03 SCOPE OF PREVENTIVE MEASURES

A. Construction Entrances:

1. Where necessary to prevent tracking of mud onto right-of-way, provide wheel washing area out of direct traffic lane, with drain into sediment trap or basin.

B. Linear Sediment Barriers: Made of silt fences.

1. Provide linear sediment barriers:

a. Along downhill perimeter edge of disturbed areas, including soil stockpiles.

C. Soil Stockpiles: Protect using one of the following measures:

1. Cover with polyethylene film, secured by placing soil on outer edges.

D. Temporary Seeding: Use where temporary vegetated cover is required.

3.04 INSTALLATION

A. Silt Fences:

1. Store and handle fabric in accordance with ASTM D4873.

2. Install with top of fabric at a nominal height of 2.5 feet and an embedment of 6 inches.

3. Fasten fabric to wood posts using one of the following:

a. Four nails per post with 3/4 inch diameter flat or button head, 1 inch long, and 14 gage, 0.083 inch shank diameter.

b. Five staples per post with at least 17 gage, 0.0453 inch wire, 3/4 inch crown width and 1/2 inch long legs.

4. Fasten fabric to steel posts using wire, nylon cord, or integral pockets.

B. Straw Bale Rows:

1. Install bales in continuous rows with ends butting tightly, with one bale at each end of row turned uphill.

2. Install bales so that bindings are not in contact with the ground.

3. Embed bales at least 4 inches in the ground.

4. Anchor bales with at least two stakes per bale, driven at least 18 inches into the ground;

drive first stake in each bale toward the previously placed bale to force bales together.

5. Fill gaps between ends of bales with loose straw wedged tightly.

6. Place soil excavated for trench against bales on the upslope side of the row, compacted.

C. Mulching Over Small and Medium Areas:

1. Dry Straw and Hay: Apply 4 to 6 inches depth.

2. Erosion Control Matting: Comply with manufacturer's instructions.

D. Temporary Seeding:

1. When hydraulic seeder is used, seedbed preparation is not required.

2. When surface soil has been sealed by rainfall or consists of smooth undisturbed cut slopes, and conventional or manual seeding is to be used, prepare seedbed by scarifying sufficiently to allow seed to lodge and germinate.

3. If temporary mulching was used on planting area but not removed, apply nitrogen fertilizer at 1 pound per 1000 sq ft.

4. On soils of very low fertility, apply 10-10-10 fertilizer at rate of 12 to 16 pounds per 1000 sq ft.

Neosho NFH Pond 8 01 5713 - 4 TEMPORARY EROSION AND

5. Incorporate fertilizer into soil before seeding.

6. Apply seed uniformly; if using drill or cultipacker seeders place seed 1/2 to 1 inch deep deep.

7. Irrigate as required to thoroughly wet soil to depth that will ensure germination, without causing runoff or erosion.

8. Repeat irrigation as required until grass is established.

3.05 MAINTENANCE

A. Inspect preventive measures weekly, within 24 hours after the end of any storm that produces

0.5 inches or more rainfall at the project site, and daily during prolonged rainfall.

B. Repair deficiencies immediately.

C. Silt Fences:

1. Promptly replace fabric that deteriorates unless need for fence has passed.

2. Remove silt deposits that exceed one-third of the height of the fence.

3. Repair fences that are undercut by runoff or otherwise damaged, whether by runoff or other causes.

D. Straw Bale Rows:

1. Promptly replace bales that fall apart or otherwise deteriorate unless need has passed.

2. Remove silt deposits that exceed one-half of the height of the bales.

3. Repair bale rows that are undercut by runoff or otherwise damaged, whether by runoff or other causes.

E. Place sediment in appropriate locations on site; do not remove from site.

3.06 CLEAN UP

A. Remove temporary measures after permanent measures have been installed, unless permitted to remain by Engineer.

B. Where removal of temporary measures would leave exposed soil, shape surface to an acceptable grade and finish to match adjacent ground surfaces.

Neosho NFH Pond 8 01 6000 - 1 PRODUCT REQUIREMENTS

SECTION 01 6000

PRODUCT REQUIREMENTS

A. General product requirements.

B. Transportation, handling, storage and protection.

C. Substitution limitations and procedures.

1.02 RELATED REQUIREMENTS

A. Section 01 1000 - Summary:

B. Section 01 4000 - Quality Requirements: Product quality monitoring.

1.03 SUBMITTALS

A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.

PART 2 PRODUCTS

2.01 NEW PRODUCTS

A. Provide new products unless specifically required or permitted by the Contract Documents.

B. Where all other criteria are met, Contractor shall give preference to products that:

1. Are extracted, harvested, and/or manufactured closer to the location of the project.

2. Have longer documented life span under normal use.

3. Result in less construction waste.

4. Have a published GreenScreen Chemical Hazard Analysis.

PART 3 EXECUTION

3.01 SUBSTITUTION PROCEDURES

A. Engineer will consider requests for substitutions only after contract is awarded.

B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents.

C. A request for substitution constitutes a representation that the submitter:

1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product.

2. Will provide the same warranty for the substitution as for the specified product.

3. Will coordinate installation and make changes to other Work that may be required for the

Work to be complete with no additional cost to Government.

4. Waives claims for additional costs or time extension that may subsequently become apparent.

5. Will reimburse Government and Engineer for review or redesign services associated with re-approval by authorities.

D. Substitution Submittal Procedure:

1. Submit one electronic copy of request for substitution for consideration. Limit each request to one proposed substitution.

2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer.

3. The Engineer will notify Contractor in writing of decision to accept or reject request.

Neosho NFH Pond 8 01 6000 - 2 PRODUCT REQUIREMENTS

3.02 TRANSPORTATION AND HANDLING

A. Package products for shipment in manner to prevent damage; for equipment, package to avoid loss of factory calibration.

B. If special precautions are required, attach instructions prominently and legibly on outside of packaging.

C. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials.

D. Transport and handle products in accordance with manufacturer's instructions.

E. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas.

F. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged.

G. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage, and to minimize handling.

H. Arrange for the return of packing materials, such as wood pallets, where economically feasible.

3.03 STORAGE AND PROTECTION

A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication.

B. Store and protect products in accordance with manufacturers' instructions.

C. Store with seals and labels intact and legible.

D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product.

E. For exterior storage of fabricated products, place on sloped supports above ground.

F. Provide bonded off-site storage and protection when site does not permit on-site storage or protection.

G. Protect products from damage or deterioration due to construction operations, weather, precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and other contaminants.

H. Comply with manufacturer's warranty conditions, if any.

I. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products.

J. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter.

K. Prevent contact with material that may cause corrosion, discoloration, or staining.

L. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage.

M. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition.

Neosho NFH Pond 8 01 7000 - 1 EXECUTION AND CLOSEOUT

REQUIREMENTS

SECTION 01 7000

EXECUTION AND CLOSEOUT REQUIREMENTS

A. Examination, preparation, and general installation procedures.

B. Requirements for alterations work, including selective demolition.

C. Pre-installation meetings.

D. Surveying for laying out the work.

E. Cleaning and protection.

F. Closeout procedures, including Contractor's Correction Punch List, except payment procedures.

G. General requirements for maintenance service.

1.02 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Survey work: Submit name, address, and telephone number of Surveyor before starting survey work.

1. On request, submit documentation verifying accuracy of…