W912EP-17-R-0018_0004.pdf

W32CS570880307

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Kissimmee River Restoration Project, S-69 Weir and Canal Backfill, Okeechobee and Highlands Counties, Florida

This amendment is being issued to:

1. See SF 30 Continuation Sheet for a Summary of Changes.

2. As a result of this amendment, the proposal due date ihas changed:

. FROM: 21 July by 2:00pm Local Time TO: 27 July 2017 by 2:00pm Local Time

All other conditions remain unchanged

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 17-Jul-2017

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EP-17-R-0018

X 9B. DATED (SEE ITEM 11)

21-Jun-2017

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

17-Jul-2017

CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EP-17-R-0018

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SECTION 00010A - LINE ITEMS & PRICING SCHEDULE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

Kissimmee River Restoration Project, S-69 Weir and Canal Backfill, Highlands & Okeechobee

Counties, FLORIDA Amendment 0004

SUMMARY OF CHANGES

1. SPECIFICATIONS:

A. In some Volume 1 sections, asterisks appear before and after the line or lines where revisions have been made to the text, and pertain only to changes made by this amendment. In some cases, replacement clauses are attached to this amendment.

B. In Volume 2 sections, 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 amendment. 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.

Changes to Specifications:

Volume 1 of 2 – Technical Specifications:

DELETE Section 000010A and REPLACE with the attached revised Section 00010A

Volume 2 of 2 – Technical Specifications:

DELETE Section 01 22 00 and REPLACE with the attached revised Section 01 22

DELETE Section 01 57 20 and REPLACE with the attached revised Section 01 57

DELETE Section 35 31 19 and REPLACE with the attached revised Section 35 31

2. DRAWINGS:

DELETE Drawing G-01 and REPLACE with the attached revised Drawing G-01 DELETE Drawing C-03 and REPLACE with the attached

W912EP-17-R-0018

revised Drawing C-03 DELETE Drawing C-04 and REPLACE with the attached revised Drawing C-04 DELETE Drawing C-09 and REPLACE with the attached revised Drawing C-09 DELETE Drawing C-09a and REPLACE with the attached revised Drawing C-09A DELETE Drawing C-11 and REPLACE with the attached revised Drawing C-11 DELETE Drawing C-13 and REPLACE with the attached revised Drawing C-13 DELETE Drawing C-13A and REPLACE with the attached revised Drawing C-13A DELETE Drawing S-01 and REPLACE with the attached revised Drawing S-01 DELETE Drawing S-02 and REPLACE with the attached revised Drawing S-02 ADD Drawing S-07

(End of Summary of Changes)

(End of Summary of Changes)

S69 WEIR AND CANAL BACKFILL W912EP-17-R-0018

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.2 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 LUMP SUM PAYMENT ITEMS

1.4.1 Mobilization and Preparatory Work (Line Item 0001)

1.4.2 Clearing and Grubbing (Line Items 0002)

1.4.3 Environmental Monitoring (Line Item 0003)

1.4.4 Turbidity Monitoring (Line Item 0004)

1.4.5 Sodding (Line Item 0005)

1.4.6 Landscape (Line Item 0006)

1.4.7 Shell-Rock (Line Item 0007)

1.4.8 Vibration Monitoring - Preconstruction Survey (Line Item 0008)

1.4.9 Vibration Monitoring - Implementation (Line Item 0009)

1.4.10 Steel Sheet Pile (Line Item 0010)

1.4.11 Concrete Access Road (Line Item 0011)

1.4.12 Safety Barriers, Navigation and no Trespassing Signs (Line

Item 0012)

1.4.13 Construction of Phase 1 Bypass construction (Line Item 0013)

1.4.14 Removal/Backfilling of Phase 1 Bypass construction (Line Item

0014)

1.4.15 Excavation and Select Fill of the C-38 Canal Plug

Phase 2 - Construction (Line Items 0015)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation and Canal Backfill of the C-38 Canal and

Tributaries (Line Items 0016)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 East Tie-back Levee (Line Items 0017)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 West Tie-back Levee (Line Items 0018)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Riprap and Bedding Stone

1.5.4.1 Payment and Measurement

1.5.4.1.1 FDOT Ditch Liner (Line Item 0019)

1.5.4.1.2 R700 Rip Rap (Line Item 0020)

1.5.4.1.3 R150 Rip Rap (Line Item 0021)

1.5.4.1.4 Bedding Stone on Sump (Line Item 0022)

SECTION 01 22 00 Page 1 Amendment 0004

1.5.4.1.5 R1500 Rip Rap (Line Item 0023)

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

-- End of Section Table of Contents --

SECTION 01 22 00 Page 2 Amendment 0004

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

This section describes how Line Items will be measured and paid for when making progress payments. Work to be measured is described in specification sections listed for each Line Item. Measurement procedures for payment, required quantity survey or procurement documentation and payment restrictions are described in applicable specification sections.

Allocate costs for work not specifically mentioned to the Line Item most closely associated with work involved. Unless there is a specific Line Item for administrative costs, such as Quality Control and Safety, allocate such costs proportionally across all Line Items.

1.2 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

The terms "Contract Line Item Number (CLIN)" and "Line Item" are interchangeable herein (e.g.: CLIN 0001 is Line Item 0001). The term "CLIN" is a contracting term used in the Quality Control System (QCS) payment data base.

1.2.2 Instructions

See Section 01 45 04 C0NTRACTOR QUALITY CONTROL for instructions on linking a CLIN to a pay activities and construction schedule, and in-depth payment procedure.

1.3 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. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 20 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later:

SD-01 Preconstruction Submittals

Schedule of Values ; G|RO

Provide a breakdown of lump sum items into proposed pay activities. Schedule of Values will become basis for CLIN and Pay Activity data in the QCS payment data base.

SECTION 01 22 00 Page 3 Amendment 0004

1.4 LUMP SUM PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

Progress payments for lump sum CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00700 CONTRACT CLAUSES in Volume 1. Provide a list of pay activities, to breakdown bid for each lump sum CLIN. Within 20 calendar days after receiving Notice to Proceed, submit Schedule of Values for Government approval. An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this contract contains either the Continuing Contracts clause or the Continuing Contracts (Alternate) clause, the Contractor should take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Mobilization and Preparatory Work (Line Item 0001)

Payment will be made for cost associated with or incidental to activities including, mobilization and demobilization, establishment of site access roads, staging areas, and other infrastructure to maintain Government and Contractor access to and use of the site, and establishment of initial project management and coordination. See clause PAYMENT FOR MOBILIZATION AND PREPARATORY WORK of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4.2 Clearing and Grubbing (Line Items 0002)

Payment will be made for costs associated with or incidental to clearing, grubbing and disposal of vegetation; erosion control; stockpiling of soils; and offsite disposal of any unsatisfactory materials not suitable for burning. Areas to be cleared and grubbed include: Spoil Stockpile Area; C-38 Canal Banks; the East and West Tie-back Levee Footprints; and maintenance corridors within the limits of construction.

1.4.3 Environmental Monitoring (Line Item 0003)

Payment will be made for costs associated with or incidental to all required environmental monitoring. See Section 01 57 20 ENVIRONMENTAL

PROTECTION.

1.4.4 Turbidity Monitoring (Line Item 0004)

Payment will be made for costs associated with or incidental to obtaining, analyzing, and reporting the results of monitoring for turbidity. See Section 01 57 25 TURBIDITY AND DISPOSAL MONITORING.

1.4.5 Sodding (Line Item 0005)

Payment will be made for costs associated with or incidental to purchase, SECTION 01 22 00 Page 4 Amendment 0004 transportation and installation of sod. Payment will include establishment and maintenance period. See Section 32 92 23 "SODDING".

1.4.6 Landscape (Line Item 0006)

Payment will be made for costs associated with or incidental to furnishing and installing of the landscape material shown on the drawings, inclusive of the aquatic vegetation and the upland/bank vegetation. Payment will include the establishment and maintenance period.

1.4.7 Shell-Rock (Line Item 0007)

Payment will be made for costs associated with or incidental to purchase, transportation and installation of Shell-Rock. Payment will include maintenance until the project is accepted. See Section 32 15 00

"SHELL-ROCK"

1.4.8 Vibration Monitoring - Preconstruction Survey (Line Item 0008)

Payment will be made for costs associated with or incidental to selecting and providing a suitable Vibration Control Specialist, performing an onsite inspection, and preparing and obtaining approval of the Pre-construction survey and Vibration Control Plan. See Section 02 22 13

"VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES".

1.4.9 Vibration Monitoring - Implementation (Line Item 0009)

Payment will be made for costs associated with or incidental to performing and completing the vibration monitoring program and the protection of existing structures from construction activities. See Section 02 22 13

"VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES".

1.4.10 Steel Sheet Pile (Line Item 0010)

Payment will be made for costs associated with the furnishing and installing Sheet Pile related to the U-Shaped Weir, anchors, tie-backs, steel reinforcing, and concrete caps. Payment will cover the coating, handling and storage of the sheet pile and all other materials needed to place the sheet pile and construct the U-Shape Weir. See Section 31 41 16

"METAL SHEET PILING".

1.4.11 Concrete Access Road (Line Item 0011)

Payment will be made for costs associated with the construction of the Access Road, including sub-grade preparation, reinforcing steel, and all other material and work required.

1.4.12 Safety Barriers, Navigation and no Trespassing Signs (Line Item 0012)

Payment will be made for costs associated with or incidental to furnishing and installing the safety barriers, navigation warning and no trespassing signs as shown on the drawings. See Section 31 62 19 "ROUND TIMBER PILES".

1.4.13 Construction of Phase 1 Bypass construction (Line Item 0013)

Payment will be made for costs associated with or incidental to excavation, transportation, disposal/placement, of materials wittin the designated borrow areas and testing required to construct the Phase I

SECTION 01 22 00 Page 5 Amendment 0004

Bypass features including but not limited to bypass channel, protection berm, Phase 1 construction grading, C-38 Canal crossing and all other related degrading requirements.

1.4.14 Removal/Backfilling of Phase 1 Bypass construction (Line Item 0014)

Payment will be made for costs associated with or incidental to the complete removal, backfilling, and degrading, including testing of the Phase 1 Bypass features including but not limited to the Bypass channel;

protection levee, Phase 1 construction, grading and all other work incidental to this Item, including transportation, disposal, level or stockpiling of excess material as indicated on the contracts documents.

1.4.15 Excavation and Select Fill of the C-38 Canal Plug

Phase 2 - Construction (Line Items 0015)

Payment will be made for costs associated with or incidental to excavation, transportation, disposal/placement, processing and compaction of select fill materials within the designated plug backfill area to design and final grades; noise control; erosion control; and debris removal as shown on the contract drawings. Payment will include a final survey of the plug, weir, sheet pile installationand all concrete work to determine if the finished profile meets the design profile as approved by the contracting officer.

1.5 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

Each Unit Price CLIN may be a single pay activity item or may be broken down into pay activities with smaller quantities equal to CLIN total.

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Excavation and Canal Backfill of the C-38 Canal and Tributaries (Line Items 0016)

1.5.1.1 Payment

Payment will be made for costs associated with or incidental to excavation, transportation and disposal/placement of materials within the designated canal backfill areas to finish design grades, including final finish grading of the canal; noise control; erosion control; and debris removal as shown on the contract drawings, excluding select fill required in the Phase 2.

1.5.1.2 Measurement

The total amount of material removed, and to be paid for under this contract, will be measured by the volume in-place prior to excavation with quantities determined by digital terrain model (DTM) surface to surface computations. The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT

SECTION 01 22 00 Page 6 Amendment 0004

CLAUSES in Volume 1. The initial and final DTM surfaces used for calculation of final quantities will be determined from the original (initial surface) survey performed by the Government after clearing and before excavation, and the finished grades (final surface) as shown on the drawings. The final survey performed by the Government will be used to verify that excavation and placement is complete to the required finished grades, and that tolerances have not been exceeded. Excavation below and placement above required finished grades will not be included in quantities calculated for final payment. The estimated quantity for this line item does not include tolerances. The Contractor is responsible for considering the cost of required tolerances, and including this cost in the unit price for this line item. Fill placed above required finished grades will not be included in final payment. The Contractor is responsible for considering the cost of the overfill tolerance in the unit price for this line item. (See Section 00010A LINE ITEMS AND PRICING SCHEDULE in Volume 1). DTM surfaces used for calculation of quantities for progress payments will be determined from the original survey performed by the Government, and elevations above finished grade obtained from progress surveys performed by the Contractor in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.1.3 Unit of Measure

Cubic yard.

1.5.2 East Tie-back Levee (Line Items 0017)

1.5.2.1 Payment

Payment will be made for all costs associated with or incidental to levee construction, including but not be limited to borrow, processing material to remove roots, organics, and rocks greater than 3 inches in any dimension, transportation, and placement of suitable materials; providing and maintaining access to the work site. See Sections 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and 31 00 00 EARTHWORK.

1.5.2.2 Measurement

The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES. The initial and final DTM surfaces used for calculation of final quantities will be determined from the original (initial surface) survey performed by the Government after clearing and before excavation, and the finished grades (final surface) as shown on the drawings. The final survey performed by the Government will be used to verify that placement of material is complete to the required finished grades, and that tolerances have not been exceeded. Placement of material above required finished grades will not be included in quantities calculated for final payment. The estimated quantity for this line item does not include tolerances. The Contractor is responsible for considering the cost of required tolerances, and including this cost in the unit price for this line item (See Section 00010A LINE ITEMS AND PRICING SCHEDULE in Volume 1). DTM surfaces used for calculation of quantities for progress payments will be determined from the original survey performed by the Government, and elevations above finished grade obtained from progress surveys performed by the Contractor in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

SECTION 01 22 00 Page 7 Amendment 0004

1.5.2.3 Unit of Measure

Cubic yard.

1.5.3 West Tie-back Levee (Line Items 0018)

1.5.3.1 Payment

Payment will be made for all costs associated with or incidental to levee construction, including but not be limited to borrow, processing material to remove roots, organics, and rocks greater than 3 inches in any dimension, transportation, and placement of suitable materials; providing and maintaining access to the work site. See Sections 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and 31 00 00 EARTHWORK.

1.5.3.2 Measurement

The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES. The initial and final DTM surfaces used for calculation of final quantities will be determined from the original (initial surface) survey performed by the Government after clearing and before excavation, and the finished grades (final surface) as shown on the drawings. The final survey performed by the Government will be used to verify that placement of material is complete to the required finished grades, and that tolerances have not been exceeded. Placement of material above required finished grades will not be included in quantities calculated for final payment. The estimated quantity for this line item does not include tolerances. The Contractor is responsible for considering the cost of required tolerances, and including this cost in the unit price for this line item (See Section 00010A LINE ITEMS AND PRICING SCHEDULE in Volume 1). DTM surfaces used for calculation of quantities for progress payments will be determined from the original survey performed by the Government, and elevations above finished grade obtained from progress surveys performed by the Contractor in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.3.3 Unit of Measure

Cubic yard.

1.5.4 Riprap and Bedding Stone

1.5.4.1 Payment and Measurement

Payment will be made for costs associated with or incidental to processing, transportation, and placement of geotextile, bedding stone and riprap on the levees, channel sumps, west and north weir legs and east weir leg to the lines and grades shown on the drawings.

Bedding Stone foundation for the R700 and R 60150 Rip Rap shall be considered incidental to Line Items 0020 (R700) and Item 0021 (R 60150) and will not be paid for under Item 0022 (Bedding Stone on Sump).

Compaction and placement of the subgrade will not be paid for under this line item. Measurement will be made by the area placed. The unit of measure is square yard.

SECTION 01 22 00 Page 8 Amendment 0004

1.5.4.1.1 FDOT Ditch Liner (Line Item 0019)

1.5.4.1.2 R700 Rip Rap (Line Item 0020)

1.5.4.1.3 R 60150 Rip Rap (Line Item 0021)

1.5.4.1.4 Bedding Stone on Sump (Line Item 0022)

1.5.4.1.5 R1500 Rip Rap (Line Item 0023)

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

Upon receiving initial Resident Management System import file, go to "Pay Activities" and establish a link between bid breakdown schedule of values of "Pay Activities" to contract CLINs using "Schedule Activities" data entry page.

3.1.1 Requesting Progress Payment

For progress payments, ensure "Activity Schedule", "Feature Schedule", submittal register, and punch lists are all up to date. Use "Progress Payments" to "request Activity Earnings" for both "Activity Earnings" data entry page and "Other Earning". Provide hard copies of supporting invoices and quantity measurements to support all requested earnings.

Ensure that sum of payment activities do not exceed contract award CLIN funding amounts, or "unbalanced" CLINs error will prevent processing the payment.

3.1.2 Options and Modification CLINS

When additional work is added by modification, existing CLINs funding amounts must be updated, or new CLINs for modification will be created.

If contract has option CLINs not yet awarded, option CLINs will appear as zero dollar CLINs until option is awarded by modification. No payment may be requested for Options or Modification CLINs until contract modification has been funded and signed.

-- End of Section --

SECTION 01 22 00 Page 9 Amendment 0004

S69 WEIR AND CANAL BACKFILL

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.2.1 Miscellaneous Environmental Laws And Regulations

1.2.2 Publication Reference(s)

1.3 QUALITY CONTROL

1.4 PERMITS AND AUTHORIZATIONS

1.5 SUBMITTALS

1.6 SUBCONTRACTORS

1.7 NOTIFICATION

1.8 CONTRACTOR PERSONNEL QUALIFICATIONS IN POLLUTION CONTROL

PART 2 PRODUCTS (NOT APPLICABLE)

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 Protection of Landscape

3.1.2.3 Unprotected Erodible Soils

3.1.2.4 Disturbed Areas

3.1.2.5 Contractor Facilities and Other Work Areas

3.1.2.6 Solid Wastes

3.1.2.7 Fuel, Oil, and Lubricants

3.1.2.8 Hazardous Waste

3.1.2.9 Hazardous Materials

3.1.2.10 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 Washing and Curing Water

3.1.4.2 Stream Crossings

3.1.4.3 Monitoring of Water Areas

3.1.4.4 Turbidity

3.1.4.5 Oil, Fuel, and Hazardous Substance Spill Prevention and

Mitigation

W912EP-17-R-0018 SECTION 01 57 20 Page 1 Amendment 0004

3.1.4.6 Wetlands Protection

3.1.5 Protection of Fish and Wildlife Resources

3.1.5.1 Endangered Species Protection

3.1.5.2 Protection of Manatees

3.1.5.3 Manatee Sighting Reports

3.1.5.4 Report Submission

3.1.5.5 Protection of Migratory Bird Species

3.1.5.6 Protection of Snail Kites

3.1.5.7 Wood Storks

3.1.5.8 Protection of American Bald Eagle

3.1.5.9 Protection of the Florida Burrowing Owl (Speotyto

cunicularia floridana)

3.1.5.10 Protection of Audubon's Crested Caracara (Polyborus

plancus audubonii)

3.1.5.11 Protection of Gopher Tortoise (GT) Populations

(Gopherus polyphemus)

3.1.5.12 Protection of Eastern Indigo Snake Populations

3.1.5.13 Protection of Florida Bonneted Bat (FBB) Populations

3.1.6 Protection of Air Resources

3.1.6.1 Particulates

3.1.6.2 Burning

3.1.6.3 Odors

3.1.7 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

3.5 MAINTENANCE OF POLLUTION CONTROL FACILITIES

3.6 CONSTRUCTION FORMS AND DETAILS

-- End of Section Table of Contents --

W912EP-17-R-0018 SECTION 01 57 20 Page 2 Amendment 0004

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 REFERENCES

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); Code of Federal Regulations (CFRs); Executive Orders; and, Environmental Protection Agency (EPA) requirements.

1.2.2 Publication Reference(s)

The publication(s) listed below form(s) a part of this specification to the extent referenced. The publication(s) are referred to in the text by basic 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

W912EP-17-R-0018 SECTION 01 57 20 Page 3 Amendment 0004

ER 1110-1-5 (1984) Plant Pest Quarantined Areas and Foreign Soil Samples

1.3 QUALITY CONTROL

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

1.4 PERMITS AND AUTHORIZATIONS

The Contractor is responsible for obtaining NPDES Stormwater Construction Generic Permit to provide coverage under the National Pollutant Discharge Elimination System (NPDES) Generic Permit for Stormwater Discharges from Construction Activities (CGP) pursuant to Rule 62-621.300(4), F.A.C. The Contractor is advised to contact FDEP's NPDES Stormwater Program at (850) 245-7522 or toll free at (866) 336-6312, or to download application information from http://www.dep.state.fl.us/water/stormwater/npdes/construction1.htm prior to commencement of construction.

Offsite Dewatering. The issuance of this permit does not constitute coverage under the NPDES General Permit for the Discharge of Produced Ground Water from any Non-Contaminated Site Activity pursuant to 62-621.300(2), F.A.C. If any offsite discharges will occur due to construction dewatering activities, then coverage under the aforementioned General Permit may be required, and the permittee is advised to review Rule 66-621.300(2), F.A.C. At least 30 days before beginning use of the General Permit, the permittee must notify this office of its intent by letter. If the proposal meets applicable criteria for use of the General Permit, then the Department does nothing, and the permittee may proceed with the project while abiding by all conditions of the General Permit.

The Contractor shall 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.

0272794-009; Effective issue Date: July, 7 2017 ; Expiration Date:July 27, 20 1721.

The above permits indicate issuing agency approval of work required by this contract. Permits and environmental compliance documents, including Environmental Compliance Matrix (ECM) defining roles and responsibilities, are available at the following web address:

http://www.saj.usace.army.mil/About/DivisionsOffices/Planning/ EnvironmentalBranch/EnvironmentalCompliance.aspx

The Contractor shall 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 in Volume 1.

1.5 SUBMITTALS

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

submittals not having a "G" designation are for information only. When

W912EP-17-R-0018 SECTION 01 57 20 Page 4 Amendment 0004 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:

SD-01 Preconstruction Submittals

Environmental Protection Plan ; G|DO

No later than 30 calendar days prior to the Preconstruction Conference, the Contractor shall submit an Environmental Protection Plan for review and acceptance by the Contracting Officer. The Government will consider an interim plan for the first 30 days of operations. However, the Contractor shall furnish an acceptable final plan no later than 30 calendar days after receipt of Notice to Proceed. Acceptance of the Contractor's plan shall not relieve the Contractor of his 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 Contractor's 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 Contractor's 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. The Contractor shall 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. The Contractor shall 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.

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.

W912EP-17-R-0018 SECTION 01 57 20 Page 5 Amendment 0004

g. Traffic control plan.

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

i. Spill prevention. The Contractor shall 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. The plan shall specify the Contractor's 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. Plan should include measures for marking the limits of use areas.

l. A statement as to the person who shall 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.

m. 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.

n. 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.

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

p. Steps to be taken to construct the project in such a manner as not to impact gopher tortoises.

q. A protection and education plan for the Eastern indigo snake.

r. The Environmental Protection Plan shall include the following statements within the first three pages of the document:

"Warning: Wetlands are sensitive environments protected by State and Federal Law. Any intentional damage to wetlands may result in fines and/or imprisonment. When working in, on or over wetlands and other surface waters, the contractor shall stay only

W912EP-17-R-0018 SECTION 01 57 20 Page 6 Amendment 0004 within the footprint of the project."

"Threatened and endangered species may be present in the project area; personnel shall avoid harming, harassing, or killing these species. Any intentional interaction with a threatened and endangered species may result in civil and criminal consequences.

Other protected species that might be observed in the region include the American alligator, wood stork, snail kite, eastern indigo snake, manatee, bald eagle, and crested caracara.

Construction activities shall be kept under constant surveillance, management, and control to minimize any interference, disturbance, or impact to these and other protected species."

s. Erosion Control Plan, Storm Water Pollution Prevention Plan (SWPP) shall include, but not be limited to, a turbidity control and monitoring plan to include turbidity barrier specifications and a drawing(s) showing their placement, including anchoring details. The use of best management practices for erosion control plan to include silt curtain specifications..

(See SECTION 01 57 25 "Turbidity and Disposal Monitoring.")

t. Invasive and Nuisance Species Transfer Prevention Plan

u. A protection and education plan for the Florida Bonneted Bat.

SD-07 Certificates

Bird Monitoring Qualifications ; G|DO

No later than 20 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later, the Contractor shall furnish to the Contracting Officer for approval, the qualifications of the bird monitor/observer. Appropriate qualifications for bird monitor/observer shall be according to current USFWS and FFWCC requirements, including demonstrating ability to find and/or identify bird species, nesting behavior, eggs and nests, and habitat requirements. 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).

Eastern Indigo Snake Observer ; G|DO

Within 20 calendar days after the date of Notice of Award, the Contractor shall furnish to the Contracting Officer for approval, the qualifications of the eastern indigo snake observer.

Florida Bonneted Bat Qualifications ; G|DO

Within 20 calendar days after the date of Notice of Award, the Contractor shall furnish to the Contracting Officer for approval, the qualifications of the Florida Bonneted Bat Surveyor.

SD-11 Closeout Submittals

Logs/Final Summary Report

Contractor shall submit as specified, logs and final summary

W912EP-17-R-0018 SECTION 01 57 20 Page 7 Amendment 0004 report of sightings and incidents with endangered species.

Eastern Indigo Snake Monitoring Report

Contractor shall submit an Eastern indigo snake monitoring report to the appropriate U.S. Fish and Wildlife (FWS) Field Office within 60 days of the conclusion of clearing phases. The report shall be submitted whether or not Eastern indigo snakes are observed. The report shall contain any sightings of Eastern indigo snakes, summaries of any relocated snakes if relocation was approved for the project (e.g., locations of where and when they were found and relocated), and other obligations required by the State that may or may not be stipulated in the permit.

Project Environmental Summary Sheet

Contractor shall submit within 30 days following completion of the project, a written report of the absence or occurrence of environmental incidents. In addition, for construction activities whose anticipated duration is more than one calendar year, the Contractor shall complete a sheet each May 31st (plus/minus 14 days).

Logs/Summary of Bird Nesting Monitoring

Contractor shall submit as specified, logs and summary of monitoring detailing nesting and nesting success.

Comprehensive Final Report

Contractor shall submit as specified, a compilation of all data and maps prepared during the surveys and all information regarding relocation of gopher tortoises.

1.6 SUBCONTRACTORS

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

1.7 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 Contractor's environmental protection plan. The Contractor shall, after receipt of such notice, inform the 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, the Contractor shall notify the Contracting Officer, in writing, of the absence or occurrence of environmental incidents, as required on the Logs/Final Summary Report and the Project Environmental Summary Sheet ; copy on the first web site indicated in paragraph CONSTRUCTION FORMS AND DETAILS below. Refer to paragraph SUBMITTALS above.

W912EP-17-R-0018 SECTION 01 57 20 Page 8 Amendment 0004

1.8 CONTRACTOR PERSONNEL QUALIFICATIONS IN POLLUTION CONTROL

The Contractor's personnel shall be qualified 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. Quality Control and supervisory personnel shall be thoroughly knowledgeable of Federal, State, and local laws, regulations, and permits as listed in the Environmental Protection Plan submitted by the Contractor. Quality Control personnel will be identified in the Quality Control Plan submitted in accordance with Section 01 45 04 CONTRACTOR QUALITY CONTROL.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PROTECTION OF ENVIRONMENTAL RESOURCES

For contract work, the Contractor shall comply with all applicable Federal, State, or local laws and regulations. The environmental resources within the project boundaries and those affected outside the limits of permanent work under this contract shall be protected at least during the entire period of this contract. Deviations from drawings or specifications (e.g., proposed alternate borrow areas, disposal areas, staging areas, and alternate access routes) could result in the need for the Government to reanalyze and reapprove the project from an environmental standpoint. The Contractor shall confine his activities to areas defined by the drawings and specifications. Environmental protection shall be as stated in the following subparagraphs.

3.1.1 General Project Environmental Design and Installation Criteria

Some project sites have features that shall not be impacted in any way, including cultural, historic, or archeological features. At all sites, the Contractor shall minimize disturbance to existing features at the site to the extent possible, including vegetative, topographic, and drainage pattern features. Wetland impacts (temporary access, detours, staging areas, and other work area impacts) to project sites should be avoided and may require separate permitting action. Any wetlands temporarily impacted shall have its soil restored upon project completion. Expansion of previously permitted project footprints may likewise require separate permitting action.

In all cases, the installation of temporary systems to aid construction shall provide for protection of the environment during handling, installing, storing, utilizing, transporting, servicing, testing, refilling, transferring, pumping, processing, removing waste products, repairing and maintaining systems and their components. Necessary protection shall also be considered that would prevent contamination of the environment from impacts to the systems caused by storm water runoff and flooding. Retrofit of temporary systems on project sites to modern environmental protection design standards shall also be considered.

In the event environmental protection measures fail, the Contractor shall implement procedures to control and correct environmental damage.

W912EP-17-R-0018 SECTION 01 57 20 Page 9 Amendment 0004

3.1.1.1 Sewage-Based Systems Environmental Design and Installation Criteria

In general, there shall be no waste or debris discharges of any kind for a project unless authorized by the Contracting Officer. This shall include the Contractor's providing sufficient temporary sanitary equipment and facilities for the project. The design and/or installation of temporary or permanent sewage systems shall ensure that waters will be free of effects of sewage discharges. Applicable Federal, State, or local codes and requirements regarding sewage shall be strictly adhered to in the design, such as those of the EPA and, in the case of the State, Chapter 62-620 (Wastewater Facilities) of the FAC. Best Management Practices from the applicable agencies shall also be adhered to in the design.

3.1.2 Protection of Land Resources

Prior to the beginning of any construction, the Contractor shall identify all land resources to be preserved or avoided within the Contractor's work area. Materials displaced into uncleared areas shall be removed. The Contractor shall not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and land forms without special permission from the Contracting Officer. The Contractor shall engage a qualified tree surgeon to perform all tree surgery. The Contractor shall be responsible to repair injuries to bark, trunk, branches, and roots of protected trees by dressing, cutting, and painting as specified for Class I Fine Pruning, of the National Arborist Association Pruning Standards for Shade Tree or as per State's Agricultural Extension Agency Guidelines, immediately as occurrences arise. No ropes, cables, or guys shall be fastened to or attached to any trees for anchorage unless specifically authorized. Where such special emergency use is permitted, the Contractor shall provide effective protection for land and vegetation resources at all times as defined in the following subparagraphs.

3.1.2.1 Work Area Limits

Prior to any construction, the Contractor shall mark the areas that are not required to accomplish all work to be performed under this contract.

Isolated areas within the general work area which are to be saved and protected shall also be marked or fenced. The Contractor shall protect from damage all existing trees designated to remain. Protection of tree roots shall be provided against noxious materials in solution caused by run-off or spillage. Fires shall be located outside the canopy of protected trees.