Addendum to 1442 REVISION 0002 (1).pdf

GROUP1-18-R-J019 3 REVISION 0002

REVISION 0002 – DATED 04 September 2020

ADDENDUM TO THE STANDARD FORM 1442

Shore Protection Project, Fort Pierce, Beach Renourishment 2021, St. Lucie County, Florida

NOTICE OF INTENT TO ORDER: THIS OPPORTUNITY IS AVAILABLE ONLY TO

THE FOLLOWING CONTRACTORS AWARDED A CONTRACT UNDER

SOLICITATION NUMBER W912EP18R0029, GROUP 1 - UNRESTRICTED:

Callan Marine, Ltd. (W912EP19D0023); Cashman Dredging & Marine Contracting Co., LLC (W912EP19D0024); Cavache Inc. (W912EPD0025); Continental Heavy Civil Corp (CHC) (W912EP19D0026); Cottrell Contracting Corporation (W912EP19D0027); Great Lakes Dredge & Dock Company, LLC (W912EP19D0028); J.T. Cleary Inc. (W912EP19D0029);

Manson Construction Co. (W912EP19D0030); Marinex Construction, Inc.

(W912EP19D0031); Norfolk Dredging Company (W912EP19D0032); Orion Marine Construction, Inc. (W912EP19D0033); Southern Dredging Co., Inc. (W912EP19D0034);

The Dutra Group (W912EP19D0035); Waterfront Property Services, LLC dba Gator Dredging (W912EP19D0036); Weeks Marine, Inc. (W912EP19D0037).

PROPOSALS WILL NOT BE CONSIDERED FROM ANY ENTITY OTHER THAN THE

PREVIOUSLY LISTED FIRMS INCLUDED IN THE GROUP 1 - UNRESTRICTED

DREDGING MATOC POOL.

EVALUATION: The award of the task order will be made on the basis of Lowest Price, Technical Acceptable (LPTA) evaluation method. To be considered technically acceptable, an offeror’s proposal must be rated “Acceptable under all non-price factors.

The factors for evaluation will be as follows:

FACTOR 1 - Availability of technically acceptable dredge(s)

FACTOR 2 - Past performance

FACTOR 3 - Price

SUBMISSION REQUIREMENTS: Contractors are required to submit the following:

FACTOR 1 - Availability of technically acceptable dredge(s).

The contractor shall provide a letter on company letterhead identifying the dredge(s) the contractor proposes to do the work and the current location of dredge(s).

Evaluation Method:

The Government will evaluate all identified dredge(s) submitted to determine whether the identified dredge(s) have been found technically acceptable by the Contracting Officer prior to the proposal due date. The Government will also determine whether the

GROUP1-18-R-J019 4 REVISION 0002

dredge(s) are available to meet the required period of performance as stated in the Notice of Intent. To be determined Acceptable for Factor 1, the identified dredge(s) must have been found technically acceptable prior to the proposal due date and available to meet the required period of performance.

FACTOR 2 - Past performance.

NO SUBMISSION REQUIREMENT. Past Performance information submitted in response to the Dredging MATOC (Solicitation No. W912EP18R0029) will be used to determine the offeror’s record of complying with contractual requirements and meeting acceptable levels of performance risk.

Evaluation Method:

Past Performance was recently evaluated for all contractors under the Dredging MATOC. An "Acceptable" rating was earned under Past Performance for all offerors that received an award in accordance with the solicitation evaluation criteria for the Dredging MATOC (Solicitation No. W912EP18R0029). Therefore, for this task order all offerors will receive the Past Performance rating of "Acceptable".

Note: For future task orders, the Government reserves the right to use recent and relevant project data independently obtained from other Government or commercial sources or from any other sources available to include, but not limited to: (1) the Past Performance Information Retrieval System (PPIRS), (2) Federal Awardee Performance and Integrity Information System (FAPIIS) or Electronic Subcontract Reporting System (eSRS), or other data bases; (3) interviews with Program/Project Managers and Contracting Officers or rely upon personal business experience with the offeror; and (4) consider any information the offeror submits which explains any problems encountered on the identified contract and the offeror's corrective actions. The Government reserves the rights to obtain and evaluate past performance information from any source it deems appropriate. Information related to the contractor’s (or contractor’s team) performance in Quality, Schedule, Management, Regulatory Compliance, and Safety/Security will be reviewed from the aforementioned additional sources to determine the offeror “Acceptable” or “Unacceptable.

FACTOR 3 – Price.

The Offeror’s submission for this factor shall be fully completed. Offeror completeness addresses the extent to which the elements of the price proposal are consistent with the requirements of the RFP.

Offerors are required to submit the following:

(1) Completed Bid Schedule (see Section 00010A).

(2) Bid Guarantee per Section 00700, Clause 52.228-1 and Section00100A, Attachment 8, Paragraph 2.4.3, of the MATOC.

GROUP1-18-R-J019 5 REVISION 0002

(3) Completed “Addendum to the Standard Form 1442 with the latest revision”.

THE FOLLOWING INFORMATION IS APPLICABLE ONLY TO THIS TASK ORDER:

Block 7. ISSUED BY: USA ENGINEER DISTRICT, JACKSONVILLE CONTRACTING

DIVISION 701 SAN MARCO BLVD JACKSONVILLE FL 32207-8175

Block 9 -- For additional information contact:

A. NAME: Dewayne Sparks

EMAIL ADDRESS: Dewayne.A.Sparks@usace.army.mil

B. TELEPHONE NO.: 904-232-1626

Block 10 – THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS: The project work consists of a base and one option. Project work includes constructing a beach berm between Florida Department of Environmental Protection (FDEP) Range Monuments R-34 to T-41 to an elevation +6.8 feet with a varying berm width. The Base of work consists of beach fill between Sta.

338+65 to Sta. 395+00 including an ADA compliant ramp. Option A consists of beach fill between Sta. 395+00 to Sta. 411+73. A permitted offshore borrow area for the project is located approximately 4 miles southeast of the project site. Due to the extensive hard ground areas located offshore of the fill template area, offshore pipeline access to the beach site is prohibited. The Contractor will operate the off-loading from inside the South Jetty of Fort Pierce Inlet, FL. Staging area and beach access to the project fill area is located at the end of Seaway Drive also near the south jetty offloading area.

Project work also includes but is not limited to endangered species observers, sea turtle non-capture trawl sweeping, turbidity monitoring, beach tilling, and construction/vibration controls and monitoring.

DESCRIPTON OF WORK: Refer to Section 01 11 00 for complete description.

MAGNITUDE OF CONSTRUCTION: Between $5,000,000 and $10,000,000.

THIS SOLICITATION IS FOR GROUP 1 - UNRESTRICTED

YOU MUST BE REGISTERED IN SAM IN ORDER TO RECEIVE AN AWARD FROM

THIS NOTICE OF INTENT. THE SAM WEBSITE IS LOCATED AT WWW.SAM.GOV.

THE NAICS CODE FOR THIS NOTICE OF INTENT IS 237990 AND THE SMALL

BUSINESS SIZE STANDARD IS $30 MILLION.

Block 11 -- The Contractor shall begin performance within 75 calendar days and complete it within 120 calendar days after receiving notice to proceed. Complete all option CLINs within an additional 10 calendar days added to the period of performance.

This performance period is mandatory. (See FAR Clause 52.210.11 in Section 00700).

mailto:Dewayne.A.Sparks@usace.army.mil http://www.sam.gov/

GROUP1-18-R-J019 6 REVISION 0002

Block 12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE

AND PAYMENT BONDS: YES

Block 12B. PAYMENT BONDS DUE WITHIN 10 CALENDAR DAYS AFTER AWARD.

Block 13 ADDITIONAL SOLICITATION REQUIREMENTS:

A. Offer to perform the work required are due electronically at the following email address(s) by 2:00 PM, local time 21 Sep 2020 to dewayne.a.sparks@usace.army.mil & claurice.m.dingle@usace.army.mil.

B. An offer guarantee is required. Electronic copy of the bid guarantee shall be submitted with the offer and Original must be received within two calendar days of the date due for submittal of offer

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the Notice Intent in full text or by reference.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NOTICE TO OFFERORS: Offerors are to complete Blocks 14, 15, 16, 17, 19, and 20A- 20D below:

Block 14. NAME AND ADDRESS OF OFFEROR (including Zip Code)

DUNS: CAGE:

Block 15. TELEPHONE NO. (Include area code):

Block 16. REMITTANCE ADDRESS: (Include only if different than Item 14)

Block 17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this Notice of Intent, if this offer is accepted by the Government in writing within 30 calendar days after the date offers are due.

Block 18. The offeror agrees to furnish any required performance and payment bonds.

Block 19. ACKNOWLEDGMENT OF REVISIONS (The offeror acknowledges receipt of revisions to the notice of intent -- give number and date of each)

REVISION

NO.

DATE

mailto:dewayne.a.sparks@usace.army.mil mailto:claurice.m.dingle@usace.army.mil

GROUP1-18-R-J019 7 REVISION 0002

Block 20A. NAME AND

TITLE OF PERSON

AUTHORIZED TO SIGN

OFFER (Type or print to include email address)

Block 20B. EMAIL

ADDRESS

Block 20C.

SIGNATURE

Block 20D.

OFFER DATE

Block 26 --This Task Order will be administered by: Jacksonville Resident Office

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

SF 30 CONTINUATION SHEET

Shore Protection Project

Fort Pierce Beach Renourishment 2021 St. Lucie County, Florida

GROUP1-18-R-J019 1 REVISION 0002

SUMMARY OF CHANGES

1. SPECIFICATIONS:

The text changes have been updated with additions noted by underlined text and deletions noted by line/cross-outs, and pertain only to changes made by this revision. The entire section is replaced if there is any change. The Project Table of Contents and Submittal Register are replaced without underlines and cross-outs if there are changes to these documents. New sections are added without underlines and cross-outs.

Changes to Specifications:

Contract Clauses:

00010A Bid Sheet

Technical Specifications:

DELETE Section 01 11 00 and REPLACE with Section 01 11 00.

DELETE Section 01 57 20 and REPLACE with Section 01 57 20.

2. DRAWINGS:

DELETE Sheet G-01 and REPLACE with Sheet G-01.

DELETE Sheet G-03 and REPLACE with Sheet G-03.

DELETE Sheet C-01 and REPLACE with Sheet C-01.

DELETE Sheet C-02 and REPLACE with Sheet C-02.

DELETE Sheet C-03 and REPLACE with Sheet C-03.

DELETE Sheet C-04 and REPLACE with Sheet C-04.

DELETE Sheet C-05 and REPLACE with Sheet C-05.

DELETE Sheet C-06 and REPLACE with Sheet C-06.

DELETE Sheet C-07 and REPLACE with Sheet C-07.

DELETE Sheet C-08 and REPLACE with Sheet C-08.

DELETE Sheet C-09 and REPLACE with Sheet C-09.

(End of Summary of Changes)

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

SHORE PROTECTION PROJECT

FT PIERCE BEACH RENOURISHMENT 2021,

ST. LUCIE COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

BASE

(Sta. 338+65 to Sta. 391+50 395+00 )

0001 MOBILIZATION AND DEMOBILIZATION JOB $___________ $_______________

0002 BEACH FILL 375,000 CUBIC YARD $___________ $_______________

(ESTIMATED QUANTITY)

0003 SCREENING (ESTIMATED QUANTITY) 375,000 CUBIC YARD $___________ $_______________

0004 BEACH TILLING 23 ACRE $___________ $_______________

(ESTIMATED QUANTITY)

0005 REMEDIATION OF NONCOMPLIANT MATERIAL 1 ACRE $___________ $_______________

(SEE NOTE 5)

0006 TRANSPORTATION & DISPOSAL OF 10 CUBIC YARD $___________ $_______________

UNACCEPTABLE MATERIAL

(SEE NOTE 4)

0007 CONSTRUCTION/VIBRATION CONTROL AND MONITORING JOB $_______________

0008 ENVIRONMENTAL SPECIES MONITORING JOB $_______________

0009 TURBIDITY MONITORING JOB $_______________

0010 MOBILIZATION & DEMOBILIZATION FOR JOB $_______________

SEA TURTLE TRAWL SWEEPING

(HOPPER DREDGE ONLY) (SEE NOTE 3)

0011 SEA TURTLE TRAWL SWEEPING 3 DAY $___________ $_______________

(HOPPER DREDGE ONLY) (SEE NOTE 3)

0012 STANDBY TIME (SEE NOTE 2) 24 HOUR $___________ $_______________

0013 PARTNERING REGROUP 1 EACH $___________ $_______________

0014 CONTRACTING OFFICER'S FIELD TRAILER 4 MONTH $___________ $_______________

TOTAL BASE BID (LINE ITEMS 0001 THROUGH 0014) $_______________

OPTION A

(Sta.391+50 395+00 to Sta. 409+00 411+73)

0015 BEACH FILL 84,000 CUBIC YARD $___________ $_______________

(ESTIMATED QUANTITY)

0016 SCREENING (ESTIMATED QUANTITY) 84,000 CUBIC YARD $___________ $_______________

0017 BEACH TILLING 5 ACRE $___________ $_______________

(ESTIMATED QUANTITY)

0018 CONSTRUCTION/VIBRATION CONTROL AND MONITORING JOB $_______________

0019 ENVIRONMENTAL SPECIES MONITORING JOB $_______________

0020 TURBIDITY MONITORING JOB $_______________

0021 SEA TURTLE TRAWL SWEEPING 3 DAY $___________ $_______________

(HOPPER DREDGE ONLY) (SEE NOTE 3)

0022 STANDBY TIME (SEE NOTE 2) 24 HOUR $___________ $_______________

0023 CONTRACTING OFFICER'S FIELD TRAILER 0.3 MONTH $___________ $_______________

OPTION A TOTAL (LINE ITEMS 0015 THROUGH 0023): $_______________

GROUP1-18-R-J019 00010A-1 Revision 0002

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

SHORE PROTECTION PROJECT

FT PIERCE BEACH RENOURISHMENT 2021,

ST. LUCIE COUNTY, FLORIDA

BASE AND OPTION A TOTALS (LINE ITEMS 0001 THROUGH 0023): $_______________

NOTES: (1) SEE SECTION 00100 "INSTRUCTIONS TO OFFERERS"

(2) STANDBY TIME IS DEFINED AS WHEN THE DREDGE PLANT IS NOT IN OPERATION AT THE DIRECTION OF THE CONTRACTING OFFICER OR ADMINISTRATIVE CONTRACTING OFFICER. STANDBY TIME SHALL BE UTILIZED ONLY DUE TO ENDANGERED SPECIES CONCERNS, DIFFERING SITE CONDITIONS, SECURITY OPERATIONS OR OTHER CONDITIONS AS DETERMINED BY THE CONTRACTING OFFICER. REQUIREMENTS FOR WORK STOPPAGES, DELAYS, OR OTHER IMPACTS ASSOCIATED WITH COMPLIANCE WITH SECTION 01 57 20 ARE NOT COMPENSABLE UNDER THIS CONTRACT ITEM. (SEE SECTION 01 57 20 ENVIRONMENTAL PROTECTION.)

STANDBY TIME IS NOT AFFORDED FOR DELAYS CAUSED BY ADVERSE WEATHER CONDITIONS OR

IMPROPER OPERATIONAL PROCEDURES. PAYMENT WILL ONLY BE MADE FOR ACTUAL STANDBY TIME

REQUIRED BY THE CONTRACTING OFFICER.

(3) SEA TURTLE TRAWL SWEEPING IS REQUIRED WHEN DIRECTED BY THE CONTRACTING OFFICER.

SEE SECTION 01 57 20 ENVIRONMENTAL PROTECTION, PARAGRAPH "SEA TURTLE TRAWLING & RELOCATION

(FOR HOPPER DREDGE ONLY)".

(4) THE QUANTITY OF TRANSPORTATION & DISPOSAL OF UNACCEPTABLE MATERIAL CANNOT BE ACCURATELY ESTIMATED. REFER TO THE GEOTECHNICAL DATA REPORT FOR CHARACTERISTICS OF THE MATERIAL TO BE DREDGED. THE 10 CUBIC YARD QUANTITY IS THE SIZE OF A SMALL INDUSTRIAL DUMPSTER, AND IS

THE BASIS FOR PRICE NEGOTIATIONS OF THE ACTUAL AMOUNT OF UNACCEPTABLE MATERIAL

TRANSPORTED AND DISPOSED OF FOR THE PROJECT. PAYMENT WILL ONLY BE MADE FOR ACTUAL

QUANTITY OF UNACCEPTABLE MATERIAL TRANSPORTED AND DISPOSED OF.

(5) THE QUANTITY OF REMEDIATION OF NONCOMPLIANT MATERIAL CANNOT BE ACCURATELY ESTIMATED.

REFER TO THE GEOTECHNICAL DATA REPORT FOR CHARACTERISTICS OF THE MATERIAL TO BE

DREDGED. THE 1 ACRE QUANTITY IS ROUGHLY THE AREA THAT WOULD NEED TO BE REMEDIATED IF NONCOMPLIANT MATERIAL WAS PLACED ON THE BEACH. THIS QUANTITY IS THE BASIS FOR PRICE

NEGOTIATIONS OF THE ACTUAL AMOUNT OF REMEDIATION OF NONCOMPLIANT MATERIAL FOR

THE PROJECT. PAYMENT WILL ONLY BE MADE FOR ACTUAL QUANTITY OF REMEDIATION OF

NONCOMPLIANT MATERIAL.

GROUP1-18-R-J019 00010A-2 Revision 0002

SPP, Fort Pierce Beach Renourishment 2021

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Location

1.3.3 Safety Requirements

1.3.4 Work Performed by Others

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

1.6 PHYSICAL DATA

1.6.1 Physical Conditions

1.6.2 Weather, Water Stage and Tide Data

1.6.3 Surveys

1.6.4 Contractor Investigation

1.6.5 Maritime Traffic

1.6.6 Obstruction of Channel

1.7 LAYOUT OF WORK

1.7.1 Established Project Control

1.7.2 Layout

1.7.3 Survey

1.8 DAMAGE TO WORK

1.9 EXISTING WORK

1.10 LOCATION OF UNDERGROUND FACILITIES

1.10.1 Notification Prior to Excavation

1.11 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

1.11.1 Contractor Responsibility

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1 GROUP1-18-R-J019 Revision 0002

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32, Geotechnical Data Report for Shore Protection Project, Beach Renourishment FY 2020, Fort Pierce, St.

Lucie County, Florida

EM 385-1-1 Safety and Health Requirements Manual

1.2 DEFINITIONS

a. "Adverse weather" occurs when atmospheric conditions at a definite time and place that are unfavorable to construction activities and is based on climatological and meteorological observations and data sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE

DATA.

b. "Unusually severe weather" is weather that is more severe than the adverse weather anticipated by the Contractor for the season or location involved. Adverse weather delays are considered unusually severe weather if adverse weather delay days prevent work for 50 percent or more of the Contractor's scheduled work day.

c. 1 on # defines a slope as 1 foot vertical to number of feet horizontal, e.g. a 1 on 8 slope is defined as a slope 1 foot vertical to 8 feet horizontal.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

Project work consists of a base and one option. Project work includes constructing a beach berm between Florida Department of Environmental Protection (FDEP) Range Monuments R-34 to T-41 to an elevation +6.8 feet with a varying berm width. The Base of work consists of beach fill between Sta. 338+65 to Sta. 395+00 including an ADA compliant ramp. Option A consists of beach fill between Sta. 395+00 to Sta. 411+73. A permitted offshore borrow area for the project is located approximately 4 miles southeast of the project site. Due to the extensive hard ground areas located offshore of the fill template area, offshore pipeline access to the beach site is prohibited. The Contractor will operate the off-loading from inside the South Jetty of Fort Pierce Inlet, FL. Staging area and beach access to the project fill area is located at the end of Seaway Drive also

SECTION 01 11 00 Page 2 near the south jetty offloading area. Project work also includes but is not limited to endangered species observers, sea turtle non-capture trawl sweeping, turbidity monitoring, beach tilling, construction/vibration controls and monitoring. Project work consists of dredging beach compatible sand from an offshore borrow area, transporting, and placing the excavated material along the beach immediately south of Ft. Pierce Inlet. Project work consists of a base and one option. The Base consists of beach fill between the Ft. Pierce Inlet South Jetty at Sta. 338+65 and Sta. 391+50, including constructing an ADA compliant temporary ramp over the pipeline near the jetty. Beach fill for Option A is located immediately south of the Base between Sta. 391+50 to Sta. 409+00. A permitted offshore borrow area for the project is located approximately 4 miles southeast of the project site. Due to the extensive hardbottom areas located offshore of the fill area, offshore pipeline access to the beach site is prohibited. The Contractor will operate the offloading from inside the South Jetty of Ft.

Pierce Inlet. Staging area and beach access to the project fill area is located at the end of Seaway Drive and also near the south jetty offloading area. Project work also includes but is not limited to endangered species observers, sea turtle non-capture trawl sweeping, turbidity monitoring, beach tilling, construction/vibration controls and monitoring.

1.3.2 Location

The project is located on the north end of Hutchinson Island in St. Lucie County, Florida adjacent to Ft. Pierce Inlet.

1.3.3 Safety Requirements

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1 .

1.3.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Read this paragraph in conjunction with the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES. The time for completion does not include establishment of grass.

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the Clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12) of Section 00700 CONTRACT CLAUSES.

1.6 PHYSICAL DATA

Read this paragraph in conjunction with the Clause PHYSICAL DATA (FAR 52.236-4) of Section 00700 CONTRACT CLAUSES.

1.6.1 Physical Conditions

The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys and/or by core borings. When the indicated physical conditions are the result of site investigations by core borings, the core boring logs and laboratory data are in Section 00 31 32 GEOTECHNICAL DATA REPORT (GDR) and the core

SECTION 01 11 00 Page 3 boring locations are shown on the drawings. Also, see the GDR for instructions concerning availability of core borings for inspection.

1.6.2 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA.

1.6.3 Surveys

Surveys indicated in paragraph REFERENCES above are provided as separate electronic files.

1.6.4 Contractor Investigation

Refer to the Clause SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (FAR 52.236-3) of Section 00700 CONTRACT CLAUSES.

1.6.5 Maritime Traffic

Marine Traffic in the project area consists of Naval, commercial, pleasure, and small recreational vessels of all types and sizes which can be accommodated by existing depths.

1.6.6 Obstruction of Channel

The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. Conduct the work in such manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of any vessels, promptly move said plant on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work, promptly remove the plant, including ranges, buoys, piles, and other marks placed under the Contract in navigable waters or on shore.

1.7 LAYOUT OF WORK

Read this paragraph in conjunction with the Clause LAYOUT OF WORK (FAR 52.236-17) of Section 00700 CONTRACT CLAUSES.

1.7.1 Established Project Control

The Government has established monuments along the work site(s). Each monument is represented in the contract drawings by a Designation and in most cases, an alphanumeric Permanent Identifier (PID). Information concerning the location and elevations can be found within the Survey Notes on the plan sheets. The Survey Notes for each included field survey will cite a particular survey number, and specify the control used to conduct that survey. Additional information is included in the Survey Notes that must be duplicated if an attempt to recreate the subject survey is desired.

For navigation channels, the Government has established tidal calibration sites for projects constructed and maintained to a tidal datum. Each tidal calibration site is represented in the plan sheet drawings by Station ID, and is cited in the Survey Notes. All projects constructed and maintained to a tidal datum shall be calibrated to the Station ID

SECTION 01 11 00 Page 4 specified in the plan sheet drawings. Information regarding the location and associated benchmarks of the referenced Station ID is included in the Monument Description section of these specifications.

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.7.2 Layout

From the monuments, control data and elevations established by the Government, complete the layout of the work and obtain all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

1.7.3 Survey

Provide equipment, tools, material, labor for laying out any part of the work from the monuments, control data, and elevations established by the Government. Maintain and preserve all monuments, stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks or monuments are destroyed by the Contractor or through negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at their discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor.

The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.8 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work will be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable Contract unit or job prices as fixed and established in the Contract. If, in the opinion of the Contracting Officer, there are no contract unit or job prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or job prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.9 EXISTING WORK

In addition to FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

SECTION 01 11 00 Page 5

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.10 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made. Perform toning where indicated or shown by the Contracting Officer.

1.10.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work. Contact Sunshine 811 at 811 or sunshine 811.comFlorida utility 2 days prior to excavating. Contractor is responsible for marking all utilities not marked by Sunshine 811.

1.11 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Clause DEFAULT (FIXED-PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.11.1 Contractor Responsibility

a. Research the project site conditions and incorporate potential adverse weather delays into their schedule prior to submitting a proposal or bid. Develop a schedule of monthly anticipated adverse weather based on the equipment to be used to complete the project and determine the conditions that would cause them to cease operations using the sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

b. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, record on the daily CQC report the occurrence of adverse weather and unusually severe weather with the purpose to

SECTION 01 11 00 Page 6 note impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's schedule to be considered "unusually severe weather".

c. The number of actual adverse weather delay days shall include days impacted by actual adverse weather, be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated for adverse weather by the Contractor, the Contracting Officer may convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days that should have been anticipated for the conditions at the project location.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SCOPE

1.2 ENVIRONMENTAL LAWS, REGULATIONS AND DOCUMENTS

1.2.1 Miscellaneous Environmental Laws And Regulations

1.2.2 NEPA Reference

1.3 REFERENCES

1.4 QUALITY CONTROL

1.5 PERMITS AND AUTHORIZATIONS

1.6 SUBMITTALS

1.7 ENVIRONMENTAL PROTECTION PLAN

1.8 QUALIFICATIONS

1.8.1 Marine Turtle Nesting Monitor and Relocation Qualifications

1.8.2 Bird Monitoring Qualifications

1.8.3 Manatee Observer Qualifications (Clamshell/Mechanical Only)

1.8.4 Endangered Species Observer and Trawl Supervisor

Qualifications (For Hopper Dredges Only)

1.9 SUBCONTRACTORS

1.10 NOTIFICATION

1.11 CONTRACTOR PERSONNEL QUALIFICATIONS IN POLLUTION CONTROL

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 PROTECTION OF ENVIRONMENTAL RESOURCES

3.1.1 General Project Environmental Design and Installation Criteria

3.1.1.1 Sewage-Based Systems Environmental Design and Installation

Criteria

3.1.2 Protection of Land Resources

3.1.2.1 Work Area Limits

3.1.2.2 Contractor Facilities and Other Work Areas

3.1.2.3 Solid Wastes

3.1.2.4 Fuel, Oil, and Lubricants

3.1.2.5 Hazardous Waste

3.1.2.6 Hazardous Materials

3.1.2.7 Disposal of Other Materials

3.1.3 Preservation and Recovery of Historic, Archeological, and

Cultural Resources

3.1.3.1 Applicable Law

3.1.3.2 Known Resources

3.1.3.3 Inadvertent Discoveries

3.1.3.4 Claims for Downtime due to Inadvertent Discoveries

3.1.4 Protection of Water Resources

3.1.4.1 Monitoring of Water Areas

3.1.4.2 Turbidity

3.1.4.3 Oil, Fuel, and Hazardous Substance Spill Prevention and

SECTION 01 57 20 Page 1

Mitigation

3.1.5 Protection of Fish and Wildlife Resources

3.1.5.1 Listed Species Protection

3.1.5.2 Endangered Species Observers (Hopper Dredge Only)

3.1.5.3 Manatee, Sea Turtle, and Whale Sighting Reports

3.1.5.4 Disposition of Endangered or Threatened Species Carcasses

3.1.5.5 Protected Species Summary Report

3.1.5.6 Hopper Dredge Equipment

3.1.5.7 Sea Turtle Trawling and Relocation (For Hopper Dredges

Only)

3.1.5.8 Sea Turtle Beach Nest Monitoring

3.1.5.9 Beach Placement Restrictions

3.1.5.10 Escarpments

3.1.5.11 Hardbottom Protection

3.1.5.12 Protection of Shorebird Species

3.1.6 Protection of Piping Plover and Rufa Red Knot

3.1.7 Seagrass Protection Measures

3.1.8 Protection of Air Resources

3.1.8.1 Particulates

3.1.8.2 Odors

3.1.9 Protection of Sound Intrusions

3.2 POSTCONSTRUCTION CLEANUP

3.3 PRESERVATION AND RESTORATION OF LANDSCAPE AND MARINE VEGETATION

DAMAGES

3.4 INVASIVE AND NUISANCE SPECIES

3.4.1 Prevention of Invasive and Nuisance Species Transfer

3.4.2 Invasive and Nuisance Species Reporting

3.4.2.1 Invasive And Nuisance Species Report

3.5 MAINTENANCE OF POLLUTION CONTROL FACILITIES

3.6 CONSTRUCTION FORMS AND DETAILS

-- End of Section Table of Contents --

SECTION 01 57 20 Page 2

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SCOPE

This Section covers prevention of environmental damage as the result of construction operations under this contract and for those measures set forth in other Technical Requirements of these specifications. For the purpose of this specification, environmental damage is defined as the presence of hazardous, physical, chemical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances; affect other species, biological communities, or ecosystems; or degrade the quality of the environment for aesthetic, cultural, and/or historical purposes. The control of environmental damage requires consideration of land, water, and air, and includes management of visual aesthetics, noise, solid waste, radiant energy and radioactive materials, as well as other pollutants.

1.2 ENVIRONMENTAL LAWS, REGULATIONS AND DOCUMENTS

1.2.1 Miscellaneous Environmental Laws And Regulations

There are numerous environmental laws and regulations. At the Federal level, the applicable laws and regulations include compliance with the Clean Water Act (CWA); Clean Air Act (CAA); Coastal Zone Management Act (CZMA); Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA); Endangered Species Act (ESA); Fish and Wildlife Coordination Act (FWCA); Marine Protection, Research, and Sanctuaries Act (MPRSA);

Magnuson-Stevens Fishery Conservation and Management Act (MSFCMA);

National Environmental Policy Act (NEPA); National Historic Preservation Act (NHPA); National Pollution Discharge Elimination System (NPDES);

Research and Sanctuaries Act; Native American Graves Protection and Repatriation Act (NAGPRA); Resource Conservation and Recovery Act (RCRA);

Rivers and Harbors Act (R&H); Safe Drinking Water Act (SDWA); Toxic Substance Control Act (TSCA); Wild and Scenic Rivers Act (WSRA); Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA); Marine Mammal Protection Act (MMPA); Migratory Bird Treaty Act; Code of Federal Regulations (CFRs); Executive Orders; and, Environmental Protection Agency (EPA) requirements.

1.2.2 NEPA Reference

Commitments for the Contractor made in the NEPA document have been incorporated into these specifications. For additional background information, the NEPA document can be found at the following website:

http://www.saj.usace.army.mil/About/Divisions-Offices/Planning/Environmental-Branch/ Environmental-Documents/

1.3 REFERENCES

Any publication listed below forms a part of this specification to the extent referenced. Publications are referred to in the text by basic

SECTION 01 57 20 Page 3 designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

EM 1110-1-1003 (1996) NAVSTAR Global Positioning System Surveying

1.4 QUALITY CONTROL

Establish and maintain quality control for environmental protection of all items set forth herein. Record on daily quality control reports or attachments thereto, any problems in complying with laws, regulations and ordinances, and corrective action taken.

1.5 PERMITS AND AUTHORIZATIONS

Comply with all requirements under the terms and conditions set out in the following permit(s) and authorization(s) obtained by the Corps of Engineers listed below.

a. Florida Department of Environmental Protection Permit No.

0327791-001-JC; Effective Date: May 2, 2016; Expiration Date: May 2, 2031 and Modifications No. 0327791-002-JN issued on March 13, 2017.

The above permits indicate issuing agency approval of work required by this contract. Permits are available at the following web address:

https://www.saj.usace.army.mil/About/Divisions-Offices/Planning/Environmental-Branch/ Environmental-Compliance/

Obtain and comply with the requirements of all other permits or licenses required for construction of this project in accordance with the Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES.

1.6 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

Submit the following preconstruction submittal items no later than 30 calendar days after Award:

SD-01 Preconstruction Submittals

Environmental Protection Plan ; G, DO

SD-02 Shop Drawings

Turtle Deflector Device ; G, RO

Weekly Logs/Summary Of FWC Hopper Dredge Reports ; G, DO

SD-07 Certificates

Marine Turtle Nesting Monitor and Relocation Qualifications

SECTION 01 57 20 Page 4

Bird Monitoring Qualifications ; G, DO

Manatee Observer Qualifications (Clamshell/Mechanical Only); G, DO

Endangered Species Observer and Trawl Supervisor Qualifications (For Hopper Dredges Only) ; G, DO

SD-11 Closeout Submittals

Protected Species Summary Report ; G, DO

Logs/Summary Of Bird Nesting Monitoring Report ; G, DO

Logs/Summary of Marine Turtle Nesting and Relocation

Comprehensive Trawl Sweeping Daily Logs ; G, DO

Endangered Species Observer Program Final Report ; G, DO

Invasive And Nuisance Species Report

Winter Shorebird Survey

1.7 ENVIRONMENTAL PROTECTION PLAN

Submit a draft Environmental Protection Plan no later than 5 calendar days after Notice to Proceed for review and acceptance by the Contracting Officer. The Government will consider an interim plan for the first 30 days of operations. However, furnish an acceptable final plan no later than 30 calendar days after receipt of Notice to Proceed. Acceptance of the plan will not relieve the Contractor of their responsibility for adequate and continuing control of pollutants and other environmental protection measures. Acceptance of the plan is conditional and predicated on satisfactory performance during construction. The Government reserves the right to require the Contractor to make changes to the Environmental Protection Plan or operations if the Contracting Officer determines that environmental protection requirements are not being met. No physical work at the site shall begin prior to acceptance of the plan or an interim plan covering the work to be performed. The Environmental Protection Plan shall include but not be limited to the following:

a. A list of Federal, State, and local laws, regulations, and permits concerning environmental protection, pollution control, and abatement that are applicable to the proposed operations and the requirements imposed by those laws, regulations, and permits.

b. Methods for protection of features to be preserved within authorized work areas. Prepare a listing of methods to protect resources needing protection, i.e., trees, shrubs, vines, grasses and ground cover, landscape features, air and water quality, fish and wildlife, soil, historical, archeological, and cultural resources.

c. Procedures to be implemented to provide the required environmental protection and to comply with the applicable laws and regulations.

Provide written assurance that immediate corrective action will be taken to correct pollution of the environment due to accident, natural causes, or failure to follow the procedures set out in accordance with the environmental protection plan.

SECTION 01 57 20 Page 5

d. A permit or license for and the location of the solid waste disposal area.

e. Drawings showing locations of any proposed temporary excavations or embankments for haul roads, stream crossing, material storage areas, structures, sanitary facilities, and stockpiles of excess or spoil materials.

f. Environmental monitoring plans for the job site, including land, water, air, and noise monitoring.

g. Traffic control plan.

h. Methods of protecting surface and ground water during construction activities.

i. Spill prevention. Specify all potentially hazardous substances to be used on the job site and intended actions to prevent accidental or intentional introduction of such materials into the air, ground, water, wetlands, or drainage areas. Specify the provisions to be taken to meet Federal, State, and local laws and regulations regarding labeling, storage, removal, transport, and disposal of potentially hazardous substances.

j. Spill contingency plan for hazardous, toxic, or petroleum material.

k. Work area plan showing the proposed activity in each portion of the area and identifying the areas of limited use or nonuse. Include measures for marking the limits of use areas.

l. Plan of borrow area(s).

m. Include a statement as to the person who will be responsible for implementation of the Environmental Protection Plan. The Contractor personnel responsible shall report directly to the Contractor's top management and shall have the authority to act for the Contractor in all environmental protection matters.

n. Recycling and Waste Management Plan. Executive Order 12873 of 20 October 1993 requires a number of considerations in planning a project. Fallen trees should not be burned or buried. Mulching, composting, and other uses for trees should be considered. Also, recovery of metals at the job site, including aluminum cans, should be considered with proceeds to be retained by the Contractor.

Non-Federal recycling and waste minimization efforts shall also be incorporated into this plan.

o. Turbidity Monitoring Plan. A statement as to the person who shall be responsible for turbidity monitoring and reporting to be performed.

Method of turbidity monitoring and reporting that will be performed.

The turbidity monitoring requirements of any special areas such as outstanding Florida waters.

p. Operational plan to achieve protection of sea turtles during hopper dredge(s) operation.

q. Construction activities shall be conducted in a manner as not to impact migratory birds or induce their nesting.

SECTION 01 57 20 Page 6

r. Provide one whale observer text mailbox per dredge e-mail address or telephone number to receive real time whale alerts throughout the calving season.

s. Endangered Species Watch Plan detailing how the requirements to minimize the risk of a North Atlantic right whale/dredge vessel interaction will be accomplished.

t. Invasive and Nuisance Species Transfer Prevention Plan.

1.8 QUALIFICATIONS

The individual(s) shall have a combination of education and experience that demonstrates they have the knowledge and background to identify the species of concern and be able to fulfill the requirements of the environmental specification. Resume/qualification submittals must specifically address the knowledge/experience with the species of concern. Any specific requirements for an environmental observer/monitor called out in environmental coordination or authorization documents (such as agency coordination letters, biological opinions, or permits) regarding the project area must be also addressed in the submittals.

1.8.1 Marine Turtle Nesting Monitor and Relocation Qualifications

Marine Turtle Nesting Monitor and Relocation Qualifications: Submit qualifications and Florida Fish and Wildlife Conservation Commission (FF&WCC) permit no later than 5 calendar days after Notice to Proceed. A FF&WCC permitted subcontractor is required to be approved by the Contracting Officer to accomplish the sea turtle monitoring and relocation (as necessary) of this section unless they demonstrate to the satisfaction of the Contracting Officer the capability to accomplish sea turtle monitoring and recovery by obtaining a permit from the FF&WCC to take turtles.

1.8.2 Bird Monitoring Qualifications

No later than 5 calendar days after Notice to Proceed, the Contractor shall furnish to the Contracting Officer for approval, the qualifications of the bird monitor(s). Appropriate qualifications for bird monitor(s) shall be a demonstrated ability to find and/or identify bird species, nesting behavior, eggs and nests, and habitat requirements. Bird monitor(s) shall be familiar with the general information, data collection protocol, and data entry procedures outlined on the FF&WCC Florida Shorebird Database website (https://publictemp.myfwc.com/crossdoi/shorebirds/index.aspx). The Contractor shall consult with and coordinate all monitoring plans and activities with the Contracting Officer and the Project Biologist indicated in the ECM (See paragraph PERMITS AND AUTHORIZATIONS above). The Bird Monitors shall meet the following minimum qualifications:

a. Has previously participated in beach-nesting bird surveys of Florida beach nesting birds and relevant work experience (provide references or resume). Experience with previous projects must document the ability to do the following:

(1) identify all species of beach-nesting birds by sight and sound,

(2) identify breeding/territorial behaviors, and find nests of shorebirds that occur in the project area, SECTION 01 57 20 Page 7

(3) identify habitats preferred by shorebirds nesting in the project area.

b. Have a clear working knowledge of, and adhere to, the Breeding Bird Protocol for Florida’s Seabirds and Shorebirds:

(https://publictemp.myfwc.com/crossdoi/shorebirds/resources.aspx)

c. Have completed full-length webinars: Route Surveyor Training and Rooftop Monitoring Training, including annual refresher training.

Training resources can be found on the Florida Shorebird Database (FSD): https://publictemp.myfwc.com/crossdoi/shorebirds/index.aspx

d. Familiar with FF&WCC beach driving guidelines:

www.myfwc.com/conservation/you-conserve/wildlife/beach-driving.

e. Experience posting beach-nesting bird sites, consistent with Florida Shorebird Alliance (FSA) Guidelines (http://flshorebirdalliance.org/resources/instructions-manuals.aspx).

Has registered as a contributor to the Florida Shorebird Database

(FSD).

1.8.3 Manatee Observer Qualifications (Clamshell/Mechanical Only)

Submit to the Contracting Officer for approval, the qualifications of the manatee observer no later than 5 calendar days after Notice to Proceed. A resume of demonstrated experience monitoring manatees and their behaviors in association with in-water construction projects is required.

Specifically, include a table with the names and locations of specific in-water construction projects that observers have worked on. Also, the table shall include for each in-water construction project the permit number(s), the estimated amount of time (hours) spent observing, the estimated number of manatees seen, and whether the work was ever halted due to manatees in the area. Complete the FWC Protected Marine Species Observer Information Form (see CONSTRUCTION FORMS AND DETAILS) for each manatee observer to document their experience.

1.8.4 Endangered Species Observer and Trawl Supervisor Qualifications (For Hopper Dredges Only)

Submit the names of the endangered species observer-biologists (ESOs) to perform the monitoring for this contract no later than 5 calendar days after Notice to Proceed. Only NMFS pre-approved ESOs are authorized to monitor threatened/endangered species takes by hopper dredges. A pre-approved list of ESOs can be obtained by contacting NOAA Fisheries' Northeast Region, Protected Resources Division at 978-282-8460/(978)-281-9291.

1.9 SUBCONTRACTORS

Assurance of compliance with this section by subcontractors shall be the responsibility of the Contractor.

1.10 NOTIFICATION

The Contracting Officer will notify the Contractor in writing of any observed noncompliance with the aforementioned Federal, State, or local laws or regulations, permits and other elements of the environmental protection specifications. After receipt of such notice, inform the

SECTION 01 57 20 Page 8

Contracting Officer of proposed corrective action and take such action as may be approved. If the Contractor fails to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No time extensions shall be granted or costs or damages allowed to the Contractor for any such suspension.

Additionally, notify the Contracting Officer, in writing, of the absence or occurrence of environmental incidents, as required on the Project Environmental Summary Sheet, copy on the first web site indicated in paragraph CONSTRUCTION FORMS AND DETAILS below.

1.11 CONTRACTOR PERSONNEL QUALIFICATIONS IN POLLUTION CONTROL

Provide qualified personnel to perform all phases of environmental protection, including methods of detecting and avoiding pollution, familiarization with pollution standards, both statutory and contractual, and careful installation and monitoring of the project to ensure adequate and continuous environmental pollution control.