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Item Q6
BOARD OF COUNTY COMMISSIONERS AGENDA ITEM SUNIlVIARY Meeting Date: November 18,2014 Division: County Administrator Bulk Item: X No Department: Sustainability Staff Contact/Phone#:Rhonda Haag,453-8774 AGENDA ITEM WORDING: Approval to advertise a Request for Proposals for removing organic muck material from Canal #266 located between Baileys Lane and Witters Lane in Doctor's Arm Big Pine Key, and Canal #290 located between Avenues I and Avenue J in Big Pine Key, utilizing vacuum dredging. These organic removal projects are part of an overall water quality demonstration improvement project, and are the two top ranked canal demonstration projects in the "organic removal" category pursuant to the Canal Management Master Plan. ITEM BACKGROUND:This project is the second and third of the County's specified six demonstration canal projects to be solicited. These canals are among the worst as to water quality in the entire County. AMEC has completed the design and specifications, the County will be applying for the environmental permit applications and is ready to advertise for proposals. Project work is on an expedited schedule to demonstrate the County's commitment to canal restoration projects, and is anticipated to begin by early February 2015. Canal restoration is anticipated to be included in an overall Water Quality Protection Program funding request to the State. The two projects are being issued under one solicitation for cost effectiveness. The County may choose to award only one project or both together, at its sole option. PREVIOUS RELEVANT BOCC ACTION: • 03-20-13: Approval of$5 million for the canal restoration demonstration projects. • 10-16-13: Approval of the top 15 canals, selection of 6 canals for the demonstration projects,and a 90 day limitation on the homeowner approval period. • 05-21-14: Approval of contract with AMEC to design the demonstration Canals. BOCC Actions related to other related Canal Items: 1. 03-21-12: Approval and authorization of a Grant from FDEP to fund Phase 1 of the Canal Management Master Plan and also authorized execution of a task order with AMEC under the on-call professional engineering services contract to develop Phase 1. 2. 06-20-12: Approval of the grant application submitted to EPA,which requested$100,000 in grant funds and specified a$10,000 match of in-kind services. 3. 09-19-12:Approval of a$100,000 EPA grant that funded Phase 2 of the Canal Master Plan. 4. 11-20-12: Approval of a Task Order with AMEC Environmental & Infrastructure, Inc. under the on-call professional engineering services contract to develop Ph. 2 of a county-wide Canal Improvements Master Plan. 5. 02-20-13: Approval of a FDEP Grant S0640 providing$100,000 of funding of work to perform bathymetric surveys and also approved a$100,000 Task Order with AMEC to perform the bathymetric work. 6. 03-20-13: Approval of$5 million for the canal restoration demonstration projects. 7. 05-15-13: Approval of a $37,725 contract with AMEC to select the demonstration projects, as a result of a request for quotes. 8. 08-21-13:Provided direction on the selection process for use in selecting the top 15 canal restoration projects and the final 5 demonstration projects. 9. 09-17-13: Approval of a time extension to the AMEC contract for selection of the demo projects. 10. 10-16-13: Approval of the top 15 canals, selection of 6 canals for the demonstration projects,and a 90 day limitation on the homeowner approval period. 11. 12-11-13:Approval of the 7`'demonstration canal. 12. 12-11-13: Approval to advertise an RFQ for the design and permitting of the canal demo projects 13. 02-19-14: Approval to negotiate a contract for the design and permitting of the canal demo projects. 14. 05-21-14: Approval of contract with AMEC to design the demonstration Canals. 15. 09-17-14: Approval of Amendment#1 to the AMEC design contract for additional construction support services for the culvert at Canal#472 on Geiger Key,as funded by DER 16. 9-17-14: Approval to advertise a Request for Bids for the construction and installation of a culvert on Canal #472 on Geiger Key, the P ranked demonstration canal project for culvert installation per the Canal Management Master Plan. CONTRACT/AGREEMENT CHANGES: Not applicable STAFF RECOMIVI:ENDATIONS: Approval TOTAL COST: TBD INDIRECT COST:_ BUDGETED: Yes_No X DIFFERENTIAL OF LOCAL PREFERENCE: NIA COST TO COUNTY: TBD SOURCE OF FUNDS: Canal Funds REVENUE PRODUCING: Yes X No_ AMOUNT PER MONTH Year APPROVED BY: County Atty Zu OMB/Purchasing Risk Management DOCUMENTATION: Included X Not Required DISPOSITION: AGENDA ITEM No. CAD# MON ROE COUNTY BOARD OF COUNTY COMMISSIONERS Request for Proposals For Organic Removal Water Quality Improvement Projects Canals #266 Doctor's Arm and #290 Ave I, Big Pine Key, Monroe County, FL ,,kry BOARD OF COUNTY COMMISSIONERS Mayor, Sylvia Murphy, District 5, Mayor Pro Tern Danny Kolhage, District 1 George Neugent, District 2 Heather Carruthers, District 3 David Rice, District 4 COUNTY ADMINISTRATOR CLERK OF CIRCUIT COURT Roman Gastesi Amy Heavilin NOVEMBER 2014 PREPARED BY: Monroe County Sustainability Department ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL TABLE OF CONTENTS TABLE OF CONTENTS......................................................................................................2 NOTICE OF REQUEST FOR PROPOSALS ......................................................................5 SECTION00030 .................................................................................................................6 SECTION00100 .................................................................................................................7 INSTRUCTIONS TO PROPOSERS....................................................................................7 SECTION00110 ............................................................................................................... 17 PROPOSALFORM........................................................................................................... 17 SECTION00120 ...............................................................................................................32 INSURANCE REQUIREMENTS AND FORMS.................................................................32 SECTION00163 ...............................................................................................................42 PRE-PROPOSAL SUBSTITUTIONS................................................................................42 SECTION00230 ...............................................................................................................47 SITESURVEY...................................................................................................................47 SECTION00300 ...............................................................................................................48 SCOPE OF WORK ...........................................................................................................48 SECTION 00350 ...............................................................................................................60 MILESTONE SCHEDULE/LIQUIDATED DAMAGES.......................................................60 SECTION00500 ...............................................................................................................62 SECTION00750 ...............................................................................................................79 GENERAL CONDITIONS OF THE CONTRACT..............................................................79 SECTION00970 ............................................................................................................. 113 PROJECT SAFETY AND HEALTH PLAN ..................................................................... 113 SECTION00980 ............................................................................................................. 127 CONTRACTOR QUALITY CONTROL PLAN................................................................. 127 SECTION00990 ............................................................................................................. 132 SPECIAL CONDITIONS ................................................................................................. 132 SECTION01010 ............................................................................................................. 133 SUMMARY OF THE WORK ........................................................................................... 133 SECTION01015 ............................................................................................................. 136 CONTRACTOR'S USE OF PREMISES.......................................................................... 136 SECTION 01027 ............................................................................................................. 137 APPLICATION FOR PAYMENT..................................................................................... 137 SECTION01030 ............................................................................................................. 148 TABLE OF CONTENTS Page 2 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL ALTERNATES ................................................................................................................ 148 SECTION01040 ............................................................................................................. 149 PROJECT COORDINATION .......................................................................................... 149 SECTION01045 ............................................................................................................. 153 CUTTING AND PATCHING............................................................................................ 153 SECTION01050 ............................................................................................................. 154 FIELD ENGINEERING.................................................................................................... 154 SECTION01200 ............................................................................................................. 157 PROJECT MEETINGS.................................................................................................... 157 SECTION 01301 SUBMITTALS................................................................................... 160 SECTION01310 ............................................................................................................. 163 PROGRESSSCHEDULES............................................................................................. 163 SECTION01370 ............................................................................................................. 165 SCHEDULEOF VALUES............................................................................................... 165 SECTION 01385 ............................................................................................................. 167 DAILY CONSTRUCTION REPORTS ............................................................................. 167 SECTION01395 ............................................................................................................. 169 REQUEST FOR INFORMATION (RFI)........................................................................... 169 SECTION01400 ............................................................................................................. 171 QUALITY CONTROL...................................................................................................... 171 SECTION01421 ............................................................................................................. 178 REFERENCE STANDARDS AND DEFINITIONS .......................................................... 178 SECTION01500 ............................................................................................................. 184 TEMPORARY FACILITIES............................................................................................. 184 SECTION01520 ............................................................................................................. 186 CONSTRUCTIONAIDS.................................................................................................. 186 SECTION01550 ............................................................................................................. 188 ACCESS ROADS AND PARKING AREAS.................................................................... 188 SECTION01560 ............................................................................................................. 189 TEMPORARY CONTROLS ............................................................................................ 189 SECTION01590 ............................................................................................................. 191 FIELD OFFICES AND SHEDS ....................................................................................... 191 SECTION01595 ............................................................................................................. 192 CONSTRUCTION CLEANING........................................................................................ 192 SECTION01600 ............................................................................................................. 194 TABLE OF CONTENTS Page 3 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL MATERIAL AND EQUIPMENT....................................................................................... 194 SECTION01630 ............................................................................................................. 196 POST-CONTRACT SUBSTITUTIONS ........................................................................... 196 SECTION01640 .............................................................................................................200 PRODUCT HANDLING...................................................................................................200 SECTION 01700 .............................................................................................................202 CONTRACTCLOSEOUT ...............................................................................................202 SECTION01710 .............................................................................................................205 FINALCLEANING..........................................................................................................205 SECTION01720 .............................................................................................................207 PROJECT RECORD DOCUMENTS...............................................................................207 SECTION01730 .............................................................................................................210 OPERATION AND MAINTENANCE DATA....................................................................210 SECTION01740 .............................................................................................................211 WARRANTIES................................................................................................................211 Exhibit A Design Drawings Exhibit B Sediment Characterization Information Exhibit C Canal 266 and 290 Probe Data Exhibit D Polymer Performance Evaluation Exhibits located at the end of the RFP document. TABLE OF CONTENTS Page 4 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL NOTICE OF REQUEST FOR PROPOSALS NOTICE OF REQUEST FOR PROPOSALS Page 5 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 00030 PROJECT GENERAL INFORMATION Organic Removal Water Quality Improvement Projects Canals #266 Doctor's Arm and #290 Avenue I, Big Pine Key Monroe County, FL Monroe County has recently completed a Canal Management Master Plan (CMMP) of 502 residential canals in unincorporated Monroe County and its municipalities, which evaluates water quality conditions and provides recommendations for improvements to the canals. The canals are rated as good, fair or poor in the CMMP. In order to improve the water quality in the canals and to help meet State water quality standards, the County desires to move forward with a Canal Restoration program. The initial phase of water quality improvements is being implemented as a Canal Restoration Demonstration Program. The Florida Keys National Marine Sanctuary Water Quality Protection Program Canal Restoration Advisory Subcommittee has approved the CMMP. The Monroe County Board of County Commissioners has approved moving forward with the Canal Restoration Demonstration Program, and has committed funds to this canal restoration effort to test various technologies under a demonstration program, including: ■ culvert installation ■ weed barriers ■ organic removal ■ pumping ■ backfilling These Canal #266 and #290 Organic Removal projects are part of the Canal Restoration Demonstration Program, and are designed to evaluate the cost and effectiveness of removal of the organic material, that is predominantly composed of decayed seaweed, that has accumulated on the canal bottoms. The projects are being implemented to improve the water quality by removing these oxygen depleting materials which are contributing to the impairment of these canals for dissolved oxygen. Due to the expedited nature and priority status of this project, please note that no schedule delays are anticipated to the start of the project and that work must commence within the time frame specified after the Notice To Proceed has been issued. A NON-MANDATORY Pre-bid Conference will be held on December xx, 2014 at 2:00 p.m., at the Monroe County Murray Nelson Auditorium, 102050 Overseas Highway, Key Largo, FL 33037. Bids will open January XXX, 2015. End of Section 00030 PROJECT GENERAL INFORMATION 00030-Page 6 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 00100 INSTRUCTIONS TO PROPOSERS To be considered, Proposals must be made in accordance with these Instructions to Proposers. ARTICLE 1 DEFINITIONS 1.1 Terms used in these Instructions to Proposers, which are defined in the General Conditions, shall have the same meanings or definitions as assigned to them in the General Conditions. 1.2 A Proposal, Bid, or Response is a complete and properly signed proposal to do the Work for the sums stated therein, including any Owner Options or Alternates stipulated therein, and submitted in accordance with the Proposal Documents. In Request for Proposals the word "Bid" is used interchangeably for"Proposal" or"Response". 1.3 Addenda are written or graphic instruments issued by the Owner, its agents, employees or consultants prior to the receipt of Proposals, which modify or interpret the Proposal Documents by additions, deletions, clarifications, or corrections. 1.4 Allowance is a given amount to be included in the Proposer's proposal. From this Allowance, payments will be made to the vendor for the specified service or project. If the contractor is responsible for making payments, he will be reimbursed for the payments to the vendor via presentation of invoices in his monthly payment application. Allowance includes labor, materials, installation, permits, etc. 1.5 Alternate Proposal (or Alternate) is an amount stated in the Proposal to be added to or deducted from the amount of the Base Proposal if the corresponding change in the Work, as described in the Proposal Documents, is accepted. 1.6 Engineer is the Engineering firm hired by the County to design and/or oversee the project. For this project, the County Engineering Consultant is AMEC Environment & Infrastructure, Inc. ("AMEC"). 1.7 Base Proposal is the sum stated in the Proposal for which the Proposer offers to perform the Work described in the Proposal Documents as the base, to which may be added or from which Work may be deleted for sums stated in Alternate Proposal or Owner Option Proposals. 1.8 Proposer is a person or entity who submits a Proposal. 1.9 Proposal Documents include the Notice of Calling for Proposal, Instructions to Proposers, Proposal, Pre-Proposal Substitutions, Scope of Work, Milestone Schedule and other sample Proposal and contract forms and the proposed Contract Documents including any addenda issued prior to receipt of Proposals. The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Proposal Documents, Addenda issued prior to execution of this Agreement, together with the response to RFP and all required insurance documentation, and Modifications issued after execution of this Agreement. INSTRUCTION TO PROPOSERS 00100-Page 7 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9. In the event of a discrepancy between the documents, precedence shall be determined by the order of the documents as just listed. 1.10 Local Business means, as specifically defined in Monroe County Code Section 2- 349(b), the vendor has a valid receipt of the business tax paid as issued by Monroe County Tax Collector at least one year prior to the notice of request for bids or proposals for the business to provide the goods, services or construction to be purchased, and a physical business address located within Monroe County from which the vendor operates or performs business on a day-to-day basis that is a substantial component of the goods or services being offered to Monroe County. Post Office Boxes are not verifiable and shall not be used for the purpose of establishing a physical address. 1.11 "Owner" is synonymous with "Monroe County". 1.12 "Perform" means to comply fully with the specified or implied requirements. 1.13 "Provide" means "furnish and install". Wherever "provide" or "furnish and install" are used, this shall mean the purchase and complete installation, and all purchasing requirements and procedures, as per the specified or implied requirements. 1.14 Sub-bidder is a person or entity who submits a bid to a Proposer for materials or labor for a portion of the Work. 1.15 "Unit Price" means an amount stated in the Proposal as a price per unit of measurement for materials or services as described in the Proposal Documents or in the proposed contract documents. Unit prices shall apply to change orders. ARTICLE 2 COPIES OF PROPOSAL DOCUMENTS 2.1 Proposers may obtain complete sets of the Proposal Documents from Demand Star by Onvia at www.demandstar.com or www.monroecountybids.com, or call toll-free at 1-800- 711-1712. 2.2 Proposers shall use complete sets of Proposal Documents in preparing Proposals. Neither the Owner nor Sustainability Manager, nor their agents, nor the Architect/Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Proposal Documents. 2.3 Submitted Proposals MUST include an Insurance Agent Statement and a completed Insurance Checklist, and all forms and requirements as called for in the Request for Proposals. Failure to include all necessary forms and licenses will result in a non- responsive proposal. 3 ARTICLE 3 EXAMINATION OF PROPOSAL DOCUMENTS AND SITE 3.1 Before Submitting a Proposal: INSTRUCTION TO PROPOSERS 00100-Page 8 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 3.1.1 Each Proposer shall thoroughly examine all the Proposal Documents. 3.1.2 Each Proposer shall visit the site to familiarize himself with local conditions that may in any manner affect the cost, progress, or performance of the Work. A NON MANDATORY Pre bid conference at the Monroe County Murray Nelson Auditorium, 102050 Overseas Highway, Key Largo, FL 33037 on December XX, 2014 at 2:00 p.m. with a site visit scheduled on December xx at xx a.m. 3.1.3 Ignorance on the part of the Proposer shall in no way relieve him of the obligations and responsibilities assumed under this Proposal. 3.1.4 Should a Proposer find discrepancies, ambiguities in, or omissions from the Proposal Documents, or should he be in doubt as to their meaning, he shall at once notify the Owner, in writing by e-mail to Haag-Rhonda@MonroeCounty- FL.Gov 3.2 The lands upon which the Work is to be performed right-of-ways for access thereto and other lands designated for use by the Contractors in performing the Work are identified in the General Requirements or Drawings. TRUE ACCORDING TO WENDY 3.3 Each Proposer shall study and carefully correlate his observations with the Proposal Documents. 3.4 The submission of a Proposal will constitute a representation by the Proposer that he has complied with every requirement of Article 3 and that the Proposal Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of the Work. ARTICLE 4 INTERPRETATION AND CORRECTION OF PROPOSAL DOCUMENTS 4.1 Proposers and Sub-proposers shall promptly notify the Sustainability Program Manager in writing of any ambiguity, inconsistency or error that they may discover upon examination of the Proposal Documents or of the site and local conditions. 4.2 Proposers and Sub-proposers requiring clarification or interpretation of the Proposal Documents shall submit their questions in writing to the Sustainability Program Manager no later than ten (10) calendar days prior to the date for receipt of Proposals (see 3.1.4). Any answer, interpretation, correction or change of the Proposal Documents will be accomplished by Addenda. No Addenda will be issued later than five (5) calendar days prior to the date for receipt of Proposals. Copies of Addenda will be made available for inspection at Demand Star by Onvia at www.demandstar.com or www.monroecountybids.com or call toll-free at 1-800-711-1712. Interpretations, corrections, or changes of the Proposal Documents made in any other manner will not be binding, and Proposers shall not rely upon such interpretations, corrections, and changes. Oral and other interpretations or clarifications will be without legal effect. INSTRUCTION TO PROPOSERS 00100-Page 9 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL ARTICLE 5 PROPOSALPROCEDURE 5.1 FORM AND STYLE OF PROPOSAL 5.1.1 The Proposal shall be submitted on the forms included in Section 00110 of these Proposal Documents with the exception of the Proposal Bond, which may be submitted in alternate forms as described in Section 5.3.1 of these Instructions to Proposers. Each of the forms in Section 00110 must be properly filled out, executed, and submitted as the Proposal. 5.1.2 All blanks on the Proposal Form shall be filled in with ink or by typewriter. 5.1.3 Where so indicated on the Proposal Form, sums shall be expressed in both words and figures, and in case of discrepancy between the two, the amount written in words shall govern. Failure to comply shall constitute a non-responsive proposal. 5.1.4 Any interlineations, alteration, or erasure must be initialed by the signer of the Proposal. 5.1.5 All requested Alternates shall be proposed. If no change in the Base Proposal is required, enter"No Change". Failure to comply shall constitute a non-responsive proposal. 5.1.6 All requested Allowances shall be proposed. Failure to comply shall constitute a non-responsive proposal. 5.1.7 The Proposer is required to submit a copy of the appropriate Contractor's license (Monroe County or State) as part of the Proposal. 5.2 ADDENDA 5.2.1 Each Proposer shall ascertain prior to submitting his Proposal that he has received all Addenda issued, and he shall acknowledge their receipt in his Proposal. However, in case any Proposer fails to acknowledge receipt of such addenda, his Proposal will nevertheless be construed as if it had been received and acknowledged, and the submission of the Proposal will constitute acknowledgement of receipt of the addenda. It is the responsibility of each Proposer to verify that he has received all addenda issued before Proposals are opened. 5.2.2 No Addenda will be issued later than five (5) calendar days prior to the date for receipt of Proposals except for an Addendum withdrawing the request for Proposals or one which includes postponement of the date for receipt of Proposals. 5.2.3 Copies of Addenda will be made available for inspection wherever Proposal Documents are on file for that purpose. See Article 4.2 above. INSTRUCTION TO PROPOSERS 00100-Page 10 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 5.3 PROPOSAL SECURITY 5.3.1 Each Proposal shall be accompanied by a Proposal Security made payable to Monroe County, in the amount of five percent (5%) of the Proposer's maximum Proposal price. The Proposal Security shall be in the form of a certified check made payable to the County, or in a bond from Surety Company authorized to do business in Florida. If a Bid Bond is submitted as Proposal Security, the attorney- in-fact who executes the bond on behalf of the surety shall affix to the Bond a certified and current copy of his power of attorney. 5.3.2 The Proposal surety constitutes a pledge by the Proposer that he will enter into a Contract with the Owner on the terms stated in his Proposal. The Proposal Security of the successful Proposer will be retained until such Proposer has entered into a Contract with the Owner, whereupon it will be returned. If the successful Proposer fails to execute and deliver the Contract, the Owner may annul the Notice of Award and the amount of the proposal security of that Proposer shall be forfeited to the Owner not as a penalty, but as liquidated damages. 5.3.3 The proposal security of any Proposer may be retained by the Owner until either (a) the Contract has been executed, or (b) the ninety-first (91st) day after the Proposal opening, or (c) the ninety-first (91st) day after all Proposals have been rejected. 5.4 SCHEDULING, MANPOWER REQUIREMENTS, AND PERMITS 5.4.1 The overall schedule for construction is shown in the Proposal Documents "Milestone Schedule" at Section 00350. 5.4.2 The Contractor will be required to provide adequate manpower and equipment in order to meet the requirements of the schedule. 5.4.3 Proposer shall determine all impact fees, inspections, testing and survey (and fees required by same) required by Federal, State, Municipal or Utility bodies having jurisdiction over the project. Proposer shall include in his proposal the cost of all such impact fees, inspections, testing, and surveys for the project site/building. The Contractor shall be required to secure all such impact fees, inspections, testing, surveys, and to provide all installation, required for the execution of this Contract. The Contractor shall be responsible for any and all impact fees that may be required for the substantial completion of this project. 5.4.4 The Contractor shall be responsible to secure and pay for all testing services of an independent testing laboratory to perform specified inspections and testing as indicated in Technical Specification Sections and as required by the contract or governing authorities. Contractor shall include the cost of all inspection and testing fees in his bid proposal. INSTRUCTION TO PROPOSERS 00100-Page 11 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 5.5 SUBMISSION OF PROPOSALS 5.5.1 Proposals shall be submitted to Monroe County at the designated location not later than the time and date for receipt of Proposals indicated in the Notice of Calling for Proposals, or any extension thereof made by Addendum. Proposals received after the time and date for receipt of Proposals will be returned unopened. 5.5.2 ONE SIGNED (1) ORIGINAL, TWO (2) COPIES, AND ONE (1) ELECTRONIC FILE indexed in Adobe Acrobat file (.PDF) format delivered on a downloadable CD/DVD or flash drive of the proposal setting forth all proposal documents (total equals five) are to be submitted. Place the proposal security in its own separate envelope, marking on the outside "Proposal Security", and place all other proposal documents in another envelope, marking on the outside "Proposal Documents". Both envelopes are to be inserted in one larger envelope. If the Proposal is hand-delivered, the envelope shall be filled out as follows: 1. In the upper left hand corner, place the Proposer's name and address. 2. In the center of the envelope, put the following: Monroe County Purchasing Department 1100 Simonton Street, Room 2-213 Key West, FL 33040 3. In the lower left hand corner, put the following: Organic Removal, Water Quality Improvement Projects Canals #266 Doctor's Arm and #290 Avenue I, Big Pine Key, Monroe County, FL DATE TIME January XX, 2015 3:00 PM If the Proposal is sent by mail or courier, the sealed envelope shall be enclosed in a separate mailing envelope with the notation "SEALED PROPOSAL ENCLOSED" on the face thereof, and then address the mailing envelope in the conventional manner. 5.5.3 The Proposer shall assume full responsibility for timely delivery at the location designated for receipt of Proposals. 5.5.4 Oral, telephonic, telegraphic, faxed, and emailed Proposals are invalid and will not receive consideration. 5.6 MODIFICATION AND WITHDRAWAL OF PROPOSALS 5.6.1 A Proposal may not be modified, withdrawn, or canceled by the Proposer during the stipulated time period following the time and date designated for the receipt of Proposals, except as provided in paragraph 5.7 Right to Claim Error in PROPOSAL, and each Proposer so agrees in submitting his Proposal. INSTRUCTION TO PROPOSERS 00100-Page 12 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 5.6.2 Prior to the time and date designated for receipt of Proposals, any Proposal submitted may be modified by delivery to Monroe County Purchasing Department of a complete Proposal as modified. All envelopes shall be marked "Modified Proposal". Delivery shall comply with requirements for the original proposal. 5.6.3 Proposals may be withdrawn prior to the time and date designated for the receipt of Proposals. Withdrawn Proposals may be resubmitted up to the time designated for the receipt of Proposals provided that they are then fully in conformance with these Instructions to Proposers. 5.6.4 Proposal Security shall be in an amount equal to 5% of the of the modified proposal price. See Article 5.3.1 for description of the form of the proposal security 5.6.5 Conditional, modified, or qualified proposals will be rejected. Proposers are to comply with the instructions on the proposal forms, and not make any changes thereto. 5.7 RIGHT TO CLAIM ERROR IN PROPOSAL 5.7.1 Each Proposer's original work papers, documents, and materials used in preparation of the proposal shall be enclosed in an envelope and marked clearly as to contents, must be received by Monroe County Purchasing Department no later than 24 hours after the time and date for receipt of Proposals, or any extension thereof made by Addendum. Proposers who fail to submit their original work papers, documents, and materials used in the preparation of the proposal, as provided herein, waive all rights to claim error in the Proposal. 5.7.2 Owner will review documents submitted within the designated time frame for the purpose of determining the validity of the Proposer's claim. 5.7.3 Following review of the Proposer's claim at the election of the owner the Owner may: a. Allow the Proposer to withdraw the Proposal and the Owner retains the Proposal Security. b. Allow the Proposer to withdraw the Proposal and the Owner returns the Proposal Security. C. Allow the Proposer to enter into contract for the proposed Work at the original Proposal price. ARTICLE 6 CONSIDERATION OF PROPOSALS 6.1 OPENING OF PROPOSALS 6.1.1 The properly identified Proposals received on time will be opened at the Monroe County Purchasing Department. The public is permitted to be present. INSTRUCTION TO PROPOSERS 00100-Page 13 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 6.1.2 Any Proposal not received by the Purchasing Department on or before the deadline for receipt of proposals designated in the Notice of Calling for Proposals will be returned unopened. 6.2 PROPOSALS TO REMAIN OPEN 6.2.1 All Proposals shall remain open and valid for ninety (90) days after the date designated for receipt of Proposals. 6.2.2 The Owner may, at his sole discretion, release any Proposal and return the Proposal Security before the ninety (90) days has elapsed. 6.3 AWARD OF CONTRACT 6.3.1 The Owner reserves the right to reject any and all proposals, or any part of a proposal. The Owner reserves the right to waive variations from the specifications that do not render the proposal non-conforming. The Owner retains the right to disregard non-conformities, non-responsive proposals or conditional proposals in the best interest of the County. 6.3.2 In evaluating Proposals, the Owner shall consider not only the price but also the qualifications of the proposers and whether or not the Proposals comply with the prescribed requirements in the Proposal Documents. 6.3.3 The Owner shall have the right to accept alternates in any order or combination and to determine the low proposer on the basis of the sum of the Base Proposal plus Alternates selected by the Owner. The Owner reserves the right to reject any or all Alternates in the selection process as is deemed necessary to keep the project within budget. 6.3.4 The Owner may consider the qualifications and experience of subcontractors and/or other entities (including those who are to furnish materials, or equipment fabricated to a special design) proposed for each of the principal portions of the Work as identified in the Proposal Documents. Proposers shall submit their listing of subcontractors. A Proposed Subcontractor Listing Form supplied by the Owner is to be completed for this purpose. 6.3.5 Where legally acceptable the Owner shall consider preference to local businesses in making a purchase or awarding a contract who meet the criteria for a local business as defined by Section 2-349 of the Monroe County Code. 6.3.6 Individuals or firms which meet all the criteria in Section 2-349 of the Monroe County Code and are a conforming and responsible proposer shall receive local preference and shall be given an amount not to exceed two and one half percent (2.5%) of the lowest nonlocal responsive and responsible proposer. Total proposal price shall include the base proposal and all alternatives or options to the base proposal which are part of the proposal and being recommended for award by the appropriate authority. 6.3.7 If the Local Business subcontracts 50% or more of the goods, services or construction to other "Local Businesses" which meet all of the criteria in Section INSTRUCTION TO PROPOSERS 00100-Page 14 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 2-349 of the Monroe County Code, an additional two and one half percent (2.5%) preference will be given of the lowest nonlocal responsive and responsible proposer. 6.3.8 The application of local preference may be waived upon written recommendation by the Owner and approval by the Monroe County Board of County Commissioners at the time of Award of Contract. Waiver of the application of the local preference is based upon analysis of the marketplace and in consideration of the special or unique quality of goods, services, or professional services sought to be purchased by the Owner. 6.3.9 The Owner may conduct such investigations, as he deems necessary to assist in the evaluation of any Proposal and to establish the responsibility, qualifications, and financial ability of the Proposers, proposed subcontractors, and other persons or organizations to do the Work in accordance with the Contract Documents to the Owner's satisfaction within the prescribed time. 6.3.10 The Owner reserves the right to reject the Proposal of any Proposer who does not pass any such evaluation to its satisfaction. 6.3.11 If the Contract is awarded, it will be awarded to the lowest, conforming responsible Proposer, with consideration to local businesses, including qualifications of the proposer. A Request for Proposal price is not the only consideration for award of the Contract. 6.3.12 if the Contract is to be awarded, the Owner will issue the Notice of Award to the successful Proposer within ninety (90) days after the date of receipt of proposals. The Owner reserves the right to return all Proposals, not make any awards, and cancel the Project. 6.3.13 The Owner is tax exempt and reserves the right to purchase directly various construction materials and equipment that may be a part of the Contract. If the Owner elects to make a particular purchase, the Owner will, via a Purchase Contract, purchase the materials and equipment, and the Contractor shall assist the Owner in the preparation of these Purchase Contracts, including providing to the Owner appropriate tax credits. The Contractor agrees that the amount of the purchase and the appropriate tax credit will be the subject of a deductive change order in recognition of the fact that the purchase and taxes were computed into the contractor's costs. 6.4 EXECUTION OF CONTRACT 6.4.1 The contract shall be put in final form by Sustainability Manager and given to the Contractor for signature. The Contractor shall sign and deliver all four originals of the Contract Agreement to Sustainability Manager within five (5) days after receipt of a contract from Sustainability Manager. All other Contract Documents such as Insurance Certificates are to be provided to Sustainability Manager within seven (7) days prior to approval of the contract by the Board of County Commissioners. A Notice to Proceed will be issued to the Contractor after approval of the contract by the BOCC and upon satisfactory compliance with these provisions. The Contractor shall proceed with Work no later than 7 calendar days after receipt of the Notice To Proceed. Failure to commence with Work, including Mobilization, within the 7 day time period shall result in INSTRUCTION TO PROPOSERS 00100-Page 15 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL a five hundred dollar ($500.00) fine to the Contractor for each day that work does not commence for days 1-15 and $1,000 for days 16-30 and $3,500 thereafter. Mobilization only does not constitute the commencement of Work. In no event shall the failure of the Contractor to provide satisfactory Insurance Certificates within the stipulated time be cause for an extension of the contract time. Sustainability Manager will return one fully executed copy of the Contract Agreement to the Contractor with all other Contract Documents attached upon receipt from the Owner. 6.5 OWNER'S RIGHT TO RETAIN PROPOSAL BOND AND AWARD TO NEXT LOWEST CONFORMING RESPONSIBLE PROPOSER In the event the Contractor given Notice of Award in 6.3 above fails to execute and deliver all contract documents required in 6.4 above, the Owner may exercise its right to retain the proposal bond and award the contract to the next lowest conforming responsible proposer. ARTICLE 7 SPECIAL LEGAL REQUIREMENTS 7.1 Each Proposer, before submitting the Proposal, shall familiarize itself with all Federal, State, and local laws, ordinances, permit fees, impact fees, rules and regulations that may apply to the Work or that may in any manner affect the cost, progress, or performance of the Work. Monroe County requires its buildings to conform to Florida Green Building Coalition standards. 7.2 A person or affiliate who has been placed on the convicted vendor list following a conviction for public entity crime may not submit a proposal on a contract to provide any goods or services to a public entity, may not submit a proposal on a contract with a public entity for the construction or repair of a public building or public work, may not submit proposals on leases of real property to public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, Florida Statutes for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. END SECTION 00100 INSTRUCTION TO PROPOSERS 00100-Page 16 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 00110 PROPOSAL FORM The Proposal shall be submitted on the forms included in this section of the Proposal Documents as previously instructed herein. Item Description® Pages 1. Proposal Form 19-21 2. Bid Bond (Proposal Security) 22 3. Non-Collusion Affidavit 23 4. Lobbying and Conflict of Interest Clause 24 5. Drug-Free Workplace Form 25 6. Local Preference Form 26 7. Subcontractor Listing Form 27 8. Insurance Checklist 28 9. Workers Compensation and Employers' Liability 29 10. General Liability 30 11. Not Used 31 12. Vehicle Liability 32 13. Not Used 33 14. Insurance Agent's Statements 33 15. Contractor License Current Copy to Be Submitted with Proposal Subcontractor Licenses to Be Submitted Prior to Award of Notice to Proceed 16. In order to determine if the persons or entity submitting proposals are responsible, all Proposals for contracts to be awarded under this section must contain the following information: A. A list of the entity's shareholders with five (5) percent or more of the stock or, if a general partnership, a list of the general partners; or, if a limited liability company, a list of its members; if a solely owned proprietorship, names(s) of owner(s). A copy of documentation demonstrating that the entity is a legally viable entity shall be attached. PROPOSAL FORM 00110-Page 17 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL B. A list of the officers and directors of the entity; C. Relevant Experience: The number of years the person or entity has been operating and, if different, the number of years it has been providing the service, goods, or construction services called for in the proposal specifications (include a list of similar projects). Resumes of key project staff proposed to work on this project along with an anticipated work load for each staff member and the workload for the firm overall; D. The number of years the person or entity has operated under its present name and any prior names; E. Answers to the following questions regarding claims and suits: a. Has the person or entity ever failed to complete work or provide the goods for which it has contracted? (If yes, provide details of the job, including where the job was located and the name of the owner.) b. Are there any judgments, claims, arbitration proceeding or suits pending or outstanding against the person, principal of the entity, or entity, or its officers, directors, or general partners (this specifically includes any present or prior entities in which the person, principal, entity, officer, director or general partner of the proposing entity has been involved as a person, principal, entity, officer, director or general partner in the last five (5) years)? (If yes, provide details, include enough information about the judgment, claim, arbitration or suit so that the Owner will able to obtain a copy of the judgment or claim or locate the suit by location and case number.) c. Has the person, principal of the entity, entity, or its officers, major shareholders or directors within the last five (5) years, been a party to any law suits or arbitrations with regard to a contract for services, goods or construction services similar to those requested in the specifications with private or public entities? This specifically includes any present or prior entities in which the person, principal, entity, officer, director or general partner of the proposing entity has been involved as a person, principal, entity, officer, director or general partner in the last five (5) years. (If yes, provide details, include enough information about the judgment, claim, arbitration or suit so that the Owner will able to obtain a copy of the judgment or claim or locate the suit by location and case number.) d. Has the person, principal of the entity, or its officers, owners, partners, major shareholders or directors, ever initiated litigation against the County or been sued by the County in connection with a contract to provide services, goods or construction services? This specifically includes any present or prior entities in which the person, principal, entity, officer, director or general partner of the proposing entity has been involved as a person, principal, entity, officer, director or general partner in the last five (5) years. (If yes, provide details, include enough information about the judgment, claim, arbitration or suit so that the Owner will able to obtain a copy of the judgment or claim or locate the suit by location and case number.) e. Whether, within the last five (5) years, the Owner, an officer, general partner, controlling shareholder or major creditor of the person or entity was an officer, PROPOSAL FORM 00110-Page 18 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL general partner, controlling shareholder or major creditor of any other entity that failed to perform services or furnish goods similar to those sought in the request for bids; f. Customer references (minimum of three), including name, current address and current telephone number for at least three projects in which the Contractor has successfully implemented and operated a polymer dosing system to provide water quality treatment of dredge material; unless an alternate dewatering method is proposed. Include detailed project descriptions that include total volume of sediment removed, type of sediment removed, type of polymer used, type and operation of the dosing equipment and Contractor's qualified chemical amendment personnel. A list of any difficulties encountered in the project and resolutions shall also be included. Submit project description, client project managers and qualified employee overseeing the application with the proposal. If past experience cannot be adequately demonstrated, the Contractor shall hire, at the expense of the Contractor, a qualified chemical amendment technician to be on-site at all times of dredge operation. Qualifications and references of said technician shall be the same as previously described. g. Credit References (minimum of three), including name, current address and current-telephone number; h. Financial statements for the prior three years. Please provide in a separate sealed envelope for the Contractor's confidentiality, and clearly label the envelope "CONFIDENTIAL" one (1) original copy. ( "Any financial statement that an agency requires a prospective bidder to submit in order to prequalify for bidding or for responding to a bid for a road or any other public works project is exempt from s. 119.07(1) and s.24(a), Art. 1 of the State Constitution.") PROPOSAL FORM 00110-Page 19 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL PROPOSAL FORM PROPOSAL TO: MONROE COUNTY BOARD OF COUNTY COMMISSIONERS c/o PURCHASING DEPARTMENT 1100 SIMONTON STREET ROOM 1-213 KEY WEST, FLORIDA 33040 PROPOSAL FROM: The undersigned, having carefully examined the Work and reference Drawings, Specifications, Proposal, and Addenda thereto and other Contract Documents for the construction of: ORGANIC REMOVAL WATER QUALITY IMPROVEMENT PROJECTS CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY MONROE COUNTY, FL and having carefully examined the site where the Work is to be performed, having become familiar with all local conditions including labor affecting the cost thereof, and having familiarized himself with material availability, Federal, State, and Local laws, ordinances, rules and regulations affecting performance of the Work, does hereby propose to furnish all labor, mechanics, superintendents, tools, material, equipment, transportation services, and all incidentals necessary to perform and complete said Work and work incidental hereto, in a workman-like manner, in conformance with said Drawings, Specifications, and other Contract Documents including Addenda issued thereto. The undersigned further certifies that he has personally inspected the actual location of where the Work is to be performed, together with the local sources of supply and that he understands the conditions under which the Work is to be performed. The successful proposer shall assume the risk of any and all costs and delays arising from the existence of any subsurface or other latent physical condition which could be reasonably anticipated by reference to documentary information provided and made available, and from inspection and examination of the site. You may give a base proposal on both canals, or on canal #266 or Canal #290 individually. Monroe County may wish to fund the Organic Removal at only one of the two canals. As such, the Contractor is requested to provide their base price to complete only one of the two canal water quality restoration projects. It will be at Monroe County's discretion whether they fund just Canal #266 Doctor's Arm, Canal #290 Avenue I, or both. PROPOSAL FORM 00110-Page 20 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL #1 The Base Proposal shall be furnished for both Canal #266 and #290 below in words and numbers. If there is an inconsistency between the two the Proposal in words shall control. Dollars. (Total Base Proposal - Canals #266 and #290 - words) (Total Base Proposal - Canals #266 and #290— numbers) #2. The Base Proposal for completion of only Canal #266 shall be furnished below in words and numbers. If there is an inconsistency between the two the Proposal in words shall control. Dollars. (Total Base Proposal - Canal #266 only - words) (Total Base Proposal Canal #266 only— numbers) #3. The Base Proposal for completion of only Canal #290 shall be furnished below in words and numbers. If there is an inconsistency between the two the Proposal in words shall control. Dollars. (Total Base Proposal — Canal #290 only - words) (Total Base Proposal — Canal #290 only - numbers) I acknowledge Alternates as follows: 1. Alternate #1 —Alternate Staging Area Dollars (Alternate #1- words) (Alternate #1— numbers) I acknowledge receipt of Addenda No.(s) No. Dated No. Dated No. Dated No. Dated PROPOSAL FORM 00110-Page 21 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL Proposer, states by his check mark in the blank beside the form and by his signature that he has provided the following forms (located in Section 00110): a. Proposal Form , a.1 Unit Price Proposal Forms , b. Proposal Security (Bid Bond) , C. Non-Collusion Affidavit , d. Lobbying and Conflict of Interest Clause , e. Drug-Free Workplace Form , f. Subcontractor Listing Form , g. Proposer's Insurance and Indemnification Statement , h. Insurance Agents Statement (signed by agent) , and i. Local Preference Form and requirements (if applicable), j. Proposed Staging Plan ,(only for Alternate Staging Area Proposal) k. Proposed Disposal Method for Organic Material In addition, Proposer states that he has included a certified copy of Contractor's License, and Monroe County Occupational License. (Check mark items above, as a reminder that they are included.) Mailing Address: Phone Number: Date: Signed: (Name) (Title) Witness: (Seal) PROPOSAL FORM 00110-Page 22 of 211 § IL q IL \ U) ] \ / / ~ } k § LU j — § cn cn 5 K 5 % ( e ) k / \7 } [ \ 0 \\ 7 k y7a f { 0it LL - / \ « « « ( 2 )m ] ] } ! \ / / J ) 2 § \ m w , , = w = _ \ E IL 0 / 0 / q iL ) ° R § q iL E § . F- ( \ \ z g m u 2 § j m IL L / \§ § Cl) m / § ° § § ° °� _ 70 § \ {� _ k § \ \ N \/ / ƒ { ) e / mu> co /{ / ) / _ %i _ cm - � \ * > < co± aa ( 4 \ ® «) z 3 % ƒ \\ : — = Cl) } LD _ ( / o } ) ) \ - ` _ - - - / ( / e \ J § § 2 % \ / \ ƒ j } d ° U e LU \\ \ & 0 \ ± 5j3 / ± q \ IL § / LU m E § Lu G § k w ) § w ] \fa. - § 5 K 5 % ( e 2 )} - kEn ) \� \ E ± / \/ - / \\ {) � A z - _ /} ( \ \ )I ] ] } ! \ / / J ) 2 cj§ \ m w , , = w = _ \ E ƒjG / L 0 / ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL BID (PROPOSAL) BOND KNOW ALL MEN BY THESE PRESENTS, that we (Here insert name and address or legal title of Contractor) as Principal, hereinafter called the Principal, and (Here insert full name and address or legal title of Surety) a corporation duly organized under the laws of the State of as Surety, hereinafter called the Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called the Obligee, in the sum of Dollars ($), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for (Here insert full name, address and description of project) NOW, THEREFORE, if the Obligee shall accept the bid of the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contact with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Any action instituted by a claimant under this bond must be in accordance with the notice and time limitations provisions in Section 255.05(2), Florida Statutes. (Principal) (Seal) (Witness) (Title) (Surety) (Seal) (Witness) (Title PROPOSAL FORM 00110-Page 26 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 00110 NON-COLLUSION AFFIDAVIT I, of the city according to law on my oath, and under penalty of perjury, depose and say that: 1. 1 am of the firm of the proposer making the Proposal for the project described in the notice for calling for proposals for: and that I executed the said proposal with full authority to do so; 2. The prices in this proposal have been arrived at independently without collusion, consultation, communication or agreement for the purpose of restricting competition, as to any matter relating to such prices with any other proposer or with any competitor; 3. Unless otherwise required by law, the prices which have been quoted in this proposal have not been knowingly disclosed by the proposer and will not knowingly be disclosed by the proposer prior to proposal opening, directly or indirectly, to any other proposer or to any competitor; and 4. No attempt has been made or will be made by the proposer to induce any other person, partnership or corporation to submit, or not to submit, a proposal for the purpose of restricting competition; and 5. The statements contained in this affidavit are true and correct, and made with full knowledge that said project. (Signature of Proposer) (Date) STATE OF: COUNTY OF: PERSONALLY APPEARED BEFORE ME, the undersigned authority, who, after first being sworn by me, (name of individual signing) affixed his/her signature in the space provided above on this day of 20 NOTARY PUBLIC My commission expires: PROPOSAL FORM 00110-Page 27 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL LOBBYING AND CONFLICT OF INTEREST CLAUSE SWORN STATEMENT UNDER ORDINANCE NO. 010-1990 MONROE COUNTY, FLORIDA ETHICS CLAUSE 11 (Company) ' "... warrants that he/it has not employed, retained or otherwise had act on his/its behalf any former County officer or employee in violation of Section 2 of Ordinance No. 010-1990 or any County officer or employee in violation of Section 3 of Ordinance No. 010-1990. For breach or violation of this provision the County may, in its discretion, terminate this contract without liability and may also, in its discretion, deduct from the contract or purchase price, or otherwise recover, the full amount of any fee, commission, percentage, gift, or consideration paid to the former County officer or employee". (Signature) Date: STATE OF: COUNTY OF: Subscribed and sworn to (or affirmed) before me on (date) by (name of affiant). He/She is personally known to me or has produced as identification. (Type of identification) NOTARY PUBLIC My commission expires: PROPOSAL FORM 00110-Page 28 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL DRUG-FREE WORKPLACE FORM The undersigned vendor in accordance with Florida Statute 287.087 hereby certifies that: (Name of Business) 1. Publishes a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. 2. Informs employees about the dangers of drug abuse in the workplace, the business's policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation, and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations. 3. Gives each employee engaged in providing the commodities or contractual services that are under proposal a copy of the statement specified in subsection (1). 4. In the statement specified in subsection (1), notifies the employees that, as a condition of working on the commodities or contractual services that are under proposal, the employee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to, any violation of Chapter 893 (Florida Statutes) or of any controlled substance law of the United States or any state, for a violation occurring in the workplace no later than five (5) days after such conviction. 5. Imposes a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community, or any employee who is so convicted. 6. Makes a good faith effort to continue to maintain a drug-free workplace through implementation of this section. As the person authorized to sign the statement, I certify that this firm complies fully with the above requirements. Proposer's Signature Date PROPOSAL FORM 00110-Page 29 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL LOCAL PREFERENCE FORM A. Vendors claiming a local preference according to Ordinance 02-349 must complete this form. Name of Proposer/Responder Date: 1. Does the vendor have a valid receipt for the business tax paid to the Monroe County Tax Collector dated at least one year prior to the notice or request for bid or proposal? (Please furnish copy) 2. Does the vendor have a physical business address located within Monroe County from which the vendor operates or performs business on a day to day basis that is a substantial component of the goods or services being offered to Monroe County? List Address: Telephone Number: Post Office Boxes are not verifiable and shall not be used for the purpose of establishing a physical address. B. Does the vendor/prime contractor intend to subcontract 50% or more of the goods, services or construction to local businesses meeting the criteria above as to licensing and location? If yes, please provide: 1. Copy of Receipt of business tax paid to the Monroe County Tax Collector by the subcontractor dated at least one year prior to the notice or request for bid or proposal. 2. Subcontractor Address within Monroe County from which the subcontractor operates: Tel. Number Print Name: Signature and Title of Authorized Signatory for Proposer/Responder STATE OF COUNTY OF On this_day of , 20 , before me, the undersigned notary public, personally appeared known to me to be the person whose name is subscribed above or who produced as identification, and acknowledged that he/she is the person who executed the above Local Preference Form for the purposes therein contained. Notary Public Print Name My commission expires: Seal PROPOSAL FORM 00110-Page 30 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SUBCONTRACTOR LISTING FORM Divi- Sub- Contact Phone # w Fax: Cell: Address sion contractor Person / area code PROPOSAL FORM 00110-Page 31 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 00120 INSURANCE REQUIREMENTS AND FORMS MONROE COUNTY, FLORIDA INSURANCE CHECKLIST FOR PROPOSER WORKERS' COMPENSATION Workers' Compensation Statutory Limits Bodily Injury by Accident/Bodily Injury by Disease, policy limits/Bodily Injury by Disease each employee WC1 Employers Liability $100,000/$500,000/$100,000 WC2 Employers Liability $500,000/$500,000/$500,000 WC3 X Employers Liability $1,000,000/$1,000,000 /$1,000,000 WCUSLH X US Longshoremen & Same as Employers' Harbor Workers Act Liability WCJA X Federal Jones Act Same as Employers' Liability INSURANCE REQUIREMENTS AND FORMS 00120-Page 32 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL GENERAL LIABILITY As a minimum, the required general liability coverages will include: • Premises Operations • Products and Completed Operations • Blanket Contractual 0 Personal Injury • Expanded Definition of Property Damage Required Limits: GL1 $200,000 per Person; $300,000 per Occurrence $200,000 Property Damage or $300,000 Combined Single Limit GL2 $300,000 per Person; $500,000 per Occurrence $200,000 Property Damage or $500,000 Combined Single Limit GL3 X $500,000 per Person; $1,000,000 per Occurrence $100,000 Property Damage or $1,000,000 Combined Single Limit GL4 $2,000,000 Combined Single Limit Required Endorsement: GLXCU Underground, Explosion and Collapse (XCU) GLLIQ Liquor Liability GLS Security Services All endorsements are required to have the same limits as the basic policy. INSURANCE REQUIREMENTS AND FORMS 00120-Page 33 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL VEHICLE LIABILITY As a minimum, coverage should extend to liability for: • Owned; Non-owned; and Hired Vehicles Required Limits: VL1 $50,000 per Person: $100,000 per Occurrence $25,000 Property Damage or $100,000 Combined Single Limit (The use of VL1 should be limited to special projects that involve other governmental entities or "Not for Profit" organizations. Risk Management must approve the use of this form). VL2 $200,000 per Person; $300,000 per Occurrence $200,000 Property Damage or $300,000 Combined Single Limit VL3 X $500,000 per Person; $1,000,000 per Occurrence $100,000 Property Damage or $1,000,000 Combined Single Limit VL4 $5,000,000 Combined Single Limit MISCELLANEOUS COVERAGES WL2 X Watercraft Liability $1,000,000 BR1 Builders' Limits equal to the Risk completed project. MVC Motor Truck Limits equal to the maximum Cargo value of any one shipment. PRO1 Professional $ 300,000 per Occurrence/$ 500,000Agg. PR02 Liability $ 500,000 per Occurrence/$1,000,000 Agg. PR03 $1,000,000 per Occurrence/$2,000,000 Agg. POL1 Pollution $ 500,000 per Occurrence/$1,000,000 Agg. POL2 X Liability $1,000,000 per Occurrence/$2,000,000 Agg. POL3 $5,000,000 per Occurrence/$10,000,000 Agg. ED1 Employee $ 10,000 INSURANCE REQUIREMENTS AND FORMS 00120-Page 34 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL ED2 Dishonesty $100,000 GK1 Garage $ 300,000 ($ 25,000 per Veh) GK2 Keepers $ 500,000 ($100,000 per Veh) GK3 $1,000:000 ($250,000 per Veh) MED1 Medical $ 300,000/$ 750,000 Agg. MED2 Professional $ 500,000/$ 1,000,000 Agg. MED3 $1,000,000/$ 3,000,000 Agg. MED4 $5,000,000/$10,000,000 Agg. IF Installation Maximum value of Equipment Floater Installed VLP1 Hazardous $ 300,000 (Requires MCS-90) VLP2 Cargo $ 500,000 (Requires MCS-90) VLP3 Transporter $1,000,000 (Requires MCS-90) BILL Bailee Liab. Maximum Value of County Property that will be in the Bailee's possession. HKL1 Hangar keepers $ 300,000 HKL2 Liability $ 500,000 HKL3 $ 1,000,000 AIR1 Aircraft $ 1,000,000 AIR2 Liability $ 5,000,000 AIR3 $50,000,000 AE01 Architects Errors $ 300,000 per Occurrence/$ 500,000 Agg. AE02 & Omissions $ 500,000 per Occurrence/$1,000,000 Agg. AE03 $ 1,000,000 per Occurrence/$3,000,000 Agg. E01 Engineers Errors $ 300,000 per Occurrence/$ 500,000 Agg. E02 & Omissions $ 500,000 per Occurrence/$1,000,000 Agg. E03 $ 1,000,000 per Occurrence/$3,000,000 Agg. INSURANCE REQUIREMENTS AND FORMS 00120-Page 35 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL WORKERS' COMPENSATION INSURANCE REQUIREMENTS FOR CONTRACT: CANAL BACKFILLING, WATER QUALITY IMPROVEMENT PROJECT, CANAL #29 SEXTON COVE, KEY LARGO, MONROE COUNTY, FL BETWEEN MONROE COUNTY, FLORIDA AND Prior to the commencement of work governed by this contract, the Contractor shall obtain Workers' Compensation Insurance with limits sufficient to respond to the applicable state statutes. In addition, the Contractor shall obtain Employers' Liability Insurance with limits of not less than: $1,000,000 Bodily Injury by Accident $1,000,000 Bodily Injury by Disease, policy limits $1,000,000 Bodily Injury by Disease, each employee WCUSLH US Longshoremen & Harbor Workers Act - Same as Employer's Liability WCJA Federal Jones Act - Same as Employer's Liability- Coverage shall be maintained throughout the entire term of the contract. Coverage shall be provided by a company or companies authorized to transact business in the state of Florida. If the Contractor has been approved by the Florida's Department of Labor, as an authorized self-insurer, the County shall recognize and honor the Contractor's status. The Contractor may be required to submit a Letter of Authorization issued by the Department of Labor and a Certificate of Insurance, providing details on the Contractor's Excess Insurance Program. If the Contractor participates in a self-insurance fund, a Certificate of Insurance will be required. In addition, the Contractor may be required to submit updated financial statements from the fund upon request from the County. INSURANCE REQUIREMENTS AND FORMS 00120-Page 36 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL GENERAL LIABILITY INSURANCE REQUIREMENTS FOR CONTRACT: CANAL BACKFILLING, WATER QUALITY IMPROVEMENT PROJECT, CANAL #29 SEXTON COVE, KEY LARGO, MONROE COUNTY, FL BETWEEN MONROE COUNTY, FLORIDA AND Prior to the commencement of work governed by this contract, the Contractor shall obtain General Liability Insurance. Coverage shall be maintained throughout the life of the contract and include, as a minimum: • Premises Operations • Products and Completed Operations • Blanket Contractual Liability • Personal Injury Liability • Expanded Definition of Property Damage The minimum limits acceptable shall be: $500,000 per Person; $1,000,000 per Occurrence; $100,000 Property Damage or $1,000,000 Combined Single Limit (CSL) An Occurrence Form policy is preferred. If coverage is provided on a Claims Made policy, its provisions should include coverage for claims filed on or after the effective date of this contract. In addition, the period for which claims may be reported should extend for a minimum of twelve (12) months following the acceptance of work by the County. The Monroe County Board of County Commissioners shall be named as Additional Insured on all policies issued to satisfy the above requirements. GL INSURANCE REQUIREMENTS AND FORMS 00120-Page 37 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL VEHICLE LIABILITY INSURANCE REQUIREMENTS FOR CONTRACT: CANAL BACKFILLING, WATER QUALITY IMPROVEMENT PROJECT, CANAL#29 SEXTON COVE, KEY LARGO, MONROE COUNTY, FL BETWEEN MONROE COUNTY, FLORIDA AND Recognizing that the work governed by this contract requires the use of vehicles, the Contractor, prior to the commencement of work, shall obtain Vehicle Liability Insurance. Coverage shall be maintained throughout the life of the contract and include, as a minimum, liability coverage for: • Owned, Non-Owned, and Hired Vehicles The minimum limits acceptable shall be: $1,000,000 Combined Single Limit (CSL) If split limits are provided, the minimum limits acceptable shall be: $ 500,000 per Person $1,000,000 per Occurrence $ 100,000 Property Damage The Monroe County Board of County Commissioners shall be named as Additional Insured on all policies issued to satisfy the above requirements. VL3 INSURANCE REQUIREMENTS AND FORMS 00120-Page 38 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL PROPOSER'S INSURANCE AND INDEMNIFICATION STATEMENT INSURANCE REQUIREMENTS Worker's Compensation Statutory Limits Employers Liability $1,000,000 Bodily Injury by Accident $1,000,000 Bodily Injury by Disease Policy Limits $1,000,000 Bodily Injury by Disease, each employee US Longshoremen & Harbor Workers Act— Same as Employer's Liability Federal Jones Act— Same as Employer's Liability General Liability, including $1,000,000 Combined Single Limit Premises Operations Products and Completed Operations Blanket Contractual Liability Personal Injury Liability Expanded Definition of Property Damage Builder's Risk: Not Required Watercraft Liability $1,000,000 Pollution Liability $1,000,000 per Occurrence$2,000,000 Agg Vehicle Liability (Owned, non-owned, and hired vehicles) $1,000,000 Combined Single Limit If split limits are preferred: $ 500,000 per Person $1,000,000 per Occurrence $ 100,000 Property Damage Hold Harmless and Indemnification. Notwithstanding any minimum insurance requirements prescribed elsewhere in this agreement, Contractor shall defend, indemnify and hold the COUNTY and the COUNTY's elected and appointed officers and employees harmless from and against (i) any claims, actions or causes of action, (ii) any litigation, administrative proceedings, appellate proceedings, or other proceedings relating to any type of injury (including death), loss, damage, fine, penalty or business interruption, and (iii) any costs or expenses that may be asserted against, initiated with respect to, or sustained by, any indemnified party by reason of, or in connection with, (A) any activity of Contractor or any of its employees, agents, contractors or other invitees during the term of this Agreement, (B) the negligence or willful misconduct of Contractor or any of its employees, agents, sub-contractors or other invitees, or (C) Contractor's default in respect of any of the obligations that it undertakes under the terms of this Agreement, except to the extent the claims, actions, causes of action, litigation, proceedings, costs or expenses arise from the intentional or sole negligent acts or omissions of the COUNTY or any of its employees, agents, contractors or invitees (other than Contractor). Insofar as the claims, actions, causes of action, litigation, proceedings, costs or expenses relate to events or circumstances that occur during the term of this Agreement, this section will survive the expiration of the term of this Agreement or any earlier termination of this Agreement. In the event that the completion of the project (to include the work of others) is delayed or suspended as a result of the Contractors failure to purchase or maintain the required insurance, the Contractor shall indemnify the County from any and all increased expenses resulting from such delay. Should any claims be asserted against the County by virtue of any deficiency or ambiguity in the plans and specifications provided by the Contractor, the Contractor agrees and INSURANCE REQUIREMENTS AND FORMS 00120-Page 39 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL warrants that the Contractor shall hold the County harmless and shall indemnify it from all losses occurring thereby and shall further defend any claim or action on the County's behalf. The first ten dollars ($10.00) of remuneration paid to the Contractor is for the indemnification provided for the above. The extent of liability is in no way limited to, reduced, or lessened by the insurance requirements contained elsewhere within this AGREEMENT. PROPOSER'S STATEMENT I understand the insurance that will be mandatory if awarded the contract and will comply in full with all the requirements. I fully accept the indemnification and hold harmless as set out on page 00110-12 of this proposal. PROPOSER Signature INSURANCE REQUIREMENTS AND FORMS 00120-Page 40 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL INSURANCE AGENT'S STATEMENT I have reviewed the above requirements with the proposer named above. The following deductibles apply to the corresponding policy. POLICY DEDUCTIBLES Liability policies are Occurrence Claims Made Insurance Agency Signature INSURANCE REQUIREMENTS AND FORMS 00120-Page 41 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 00163 PRE-PROPOSAL SUBSTITUTIONS PART 1 - GENERAL 1.1 Document includes A. Pre-Proposal Substitutions 1.2 PROPOSER'S OPTIONS A. For products specified only by reference standard, select product meeting that standard, by any manufacturer. B. For products specified by naming several products or manufacturers, select one of the products and manufacturers named which complies with the Technical Specifications. C. For Products specified by naming several products or manufacturers and stating "or equivalent", "or equal", or "Sustainability Manager approved equivalent", or similar wording, submit a request for substitutions, for any product or manufacturer which is not specifically named for review and approval by Owner and Architect. D. For products specified by naming only one product/manufacturer, there is no option and no substitution will be allowed. 1.3 SUBSTITUTIONS A. Base Proposal shall be in accordance with the Contract Documents. 1. Substitutions for products may be made during the proposal process by submitting completed substitution request form and substantiating product data/literature a minimum of ten calendar days prior to the Proposal Date to Sustainability Manager. 2. Sustainability Manager will consider requests utilizing this section from the Proposer for substitution of products in place of those specified. 3. Those submitted 15 calendar days prior to Proposal Date will be included in an addendum if acceptable. 4. Substitution requests may be submitted utilizing a facsimile machine (FAX) if substitution request forms and substantiating data are submitted. PRE-PROPOSAL SUBSTITUTIONS 00163-Page 42 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL B. Submit separate request for each substitution. Support each request with: 1. Complete data substantiating compliance of proposed substitution with requirements stated in Contract Documents: a. Product identification, including manufacturer's name and address. b. Manufacturer's literature, identifying: 1) Product description. 2) Reference standards. 3) Performance and test data. C. Samples, as applicable. d. Name and address of similar projects on which product has been used and date of each installation. 2. Itemized comparison of the proposed substitution with product specified, listing significant variations. 3. Data relating to changes in construction schedule. 4. All effects of substitution on separate contracts. 5. List of changes required in other work or products. 6. Designation of required license fees or royalties. 7. Designation of availability of maintenance services, sources of replacement materials. C. Substitutions will not be considered for acceptance when: 1. Acceptance will require substantial revision of Contract Documents. 2. In the judgment of the Owner, the substitution does not include adequate information necessary for a complete evaluation. D. The Owner will determine the acceptability of any proposed substitution. 1.4 PROPOSER'S REPRESENTATION A. In making formal request for substitution the Proposer represents that: 1. He has investigated proposed product and has determined that it is equivalent to, or superior in all respects to that specified. 2. He will provide same warranties or bonds for substitution as for product specified. 3. He will coordinate installation of accepted substitution into the Work, and will make such changes as may be required for the Work to be complete in all respects. 4. He waives claims for additional costs caused by substitution which may subsequently become apparent. 5. Cost data is complete and includes related costs under his Contract, but not: a. Costs under separate contracts. b. Architect/Engineer's costs for redesign or revision of Contract Documents. PRE-PROPOSAL SUBSTITUTIONS 00163-Page 43 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 6. Cost data need not be submitted, if request is for inclusion in an addendum. 1.5 SUSTAINABILITY MANAGER'S DUTIES A. Review requests for substitutions with reasonable promptness. B. Issue an addendum to identify accepted substitutions. C. Substitution requests that are not approved will be returned to the party submitting the request. 1.6 SUBSTITUTION REQUEST FORM A. The form is attached to this Section. B. Substitutions will be considered only when the attached form is completed and included with the submittal with all required back-up data. PRE-PROPOSAL SUBSTITUTIONS 00163-Page 44 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SUBSTITUTION FORM TO: AMEC/Engineer PH: FAX: We hereby submit for your consideration the following product instead of the specified item for the above project: Drawing No. Drawing Spec Sec. Spec Name Paragraph Specified Name Item Proposed Substitution: Attach complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Submit with request necessary samples and substantiating data to prove equal quality and performance to that which is specified. Clearly mark manufacturer's literature to indicate equality in performance. The undersigned certifies that the function, appearance and quality are of equal performance and assumes liability for equal performance, equal design and compatibility with adjacent materials. Submitted By: Signature Title Firm Address City/State/Zip Code Telephone Date Signature shall be by person having authority to legally bind his firm to the above terms. Failure to provide legally binding signature will result in retraction of approval. For use by Sustainability Manager: Approved Approved as noted Not Approved Rec'd too late Insufficient data received By Date PRE-PROPOSAL SUBSTITUTIONS 00163-Page 45 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL Fill in Blanks Below: A. Does the substitution affect dimensions shown on Drawings? Yes No If yes, clearly indicate changes: B. Will the undersigned pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? Yes No If no, fully explain: C. What effect does substitution have on other Contracts or other trades? D. What effect does substitution have on construction schedule? E. Manufacturer's warranties of the proposed and specified items are: Same Different. Explain: F. Reason for Request: G. Itemized comparison of specified item(s) with the proposed substitution; list significant variations: H. Designation of maintenance services and sources: (Attach additional sheets if required.) END SECTION 00163 PRE-PROPOSAL SUBSTITUTIONS 00163-Page 46 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 00230 SITE SURVEY A. The Plat of Survey or other survey data, are available in the Office of the Sustainability Program Manager for review, and are for the general information of the proposer. The data contained was prepared by the Engineer for the design of the project, and neither the Owner nor the Engineer, nor Sustainability Manager make any representation, guarantee of warranty as to the accuracy or completeness of data indicated, expressed or implied. B. Proposers shall visit the site; make their own investigations, assumptions and conclusions as to the nature and extent of existing surface and overhead conditions affecting the work. Neither the Owner nor the Engineer, nor Sustainability Manager will be responsible for additional type or extent of work required to be performed under the Contract due to any assumptions or conclusions by the successful proposer based upon the survey information provided. END OF SECTION 00230 SITE SURVEY 00230 - Page 47 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 00300 SCOPE OF WORK 1.0 GENERAL SCOPE Provide all labor, supervision, engineering, materials, supplies, equipment, tools, transportation, surveying, layout, and protection for the proper execution and completion of all the work in accordance with the Contract Documents. The Work shall include but not be limited to that shown on the Drawing (Exhibit A — Design Drawings) and detailed in the Technical Specifications included in this Proposal Package. 1.1 SCOPE OF WORK The Scope of Work consists of removing organic muck material from Canal #266 located between Baileys Lane and Witters Lane in Doctor's Arm Big Pine Key, and Canal #290 located between Avenues I and Avenue J in Big Pine Key. The organic muck removal activities are to be completed to remove the oxygen depleting organic materials to assist with establishing a viable benthic community. The migration of weed rack into the canal has resulted in the accumulation of weed rack that has decomposed into organic muck that consumes the dissolved oxygen present in the canal, thus preventing the ability of the canal to properly support marine life. The organic removal shall be done utilizing vacuum dredging in such a way to prevent impact to the nearshore waters, and shall be completed using the proposed staging areas identified in the design drawings (Exhibit A), or an approved alternate. The County is in the process of obtaining approval for use of the staging areas identified on the drawings for the entire length of the project. The Contractor must bid on the use of these staging areas for the base bid, but may provide an alternative bid if the Contractor wishes to obtain approval for use of an alternate staging area. If an alternate staging area is proposed, the Contractor shall provide a Staging Area Plan with their proposal and provide this as an Alternate Bid. However, note that if an alternate is proposed, there will be no extension of time provided either to the commencement date or the completion date as specified herein. Use of private homeowner land may require a Temporary Use approval. A Monroe County code amendment to allow temporary staging area use on private homeowner land is underway and is anticipated to be finalized prior to issuance of the Notice To Proceed. The Contractor must install temporary construction fencing, consisting of 6 foot high chain link fence with green canvas privacy screening, or equivalent, around the staging area(s) which meets USFWS requirements, and remove the fencing upon completion of the project. The Contractor shall return all staging area property to its original condition or better which includes re-grading and re- sodding of disturbed areas. SCOPE OF WORK 00300-Page 48 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL The County will obtain the SFWMD ERP, USACE Dredge and Fill permit, FKNMS permit, and Monroe County permit, including a right-of-way permit if applicable. The Contractor will be responsible to obtain any other necessary permits not identified by the Engineer. Use of private homeowner land may require a Temporary Use approval. A Monroe County code amendment to allow temporary staging area use on private homeowner land is underway and is anticipated to be finalized prior to issuance of the Notice To Proceed. The Contractor is required to submit a Construction Methodology Plan (CMP) to Monroe County, including a Maintenance of Traffic (MOT) Plan (including a truck hauling plan) for approval prior to initiation of construction. Given the dense layout of the community surrounding the project area, the Contractor shall be cognizant of the logistical limitations of dewatering the dredged material in the space provided in the designated staging area(s) that may result in significant standby time for the dredge being incurred while dewatering is being performed. Also, the contractor shall be aware that given the high organic content of the material to be dredged that clogging of the proposed geotextile tubes may occur, and vibratory equipment may be required to promote acceptable dewatering rates. Additionally, the Contractor shall be aware of the necessity to take care during the removal of the organic material so as to not damage the boat lifts present in the canal or any other privately owned property. Damage caused by contractor to privately owned property will be a liability of the Contractor not the engineer or the County. The Contractor shall be cognizant that the information provided regarding surface elevations on the construction documents is an approximate estimate that was developed using observed water depths and predicted tides, and that even though the sediment thickness values are a direct observation; no guarantee is made to the adequacy of the data. Therefore, the contractor shall appropriately incorporate a contingency into their cost estimate, or obtain independent survey data to compensate for any potential errors or lack of precision in the presented sediment thickness and surface elevation information. The sediment characterization report prepared by the engineer is presented in Exhibit B, and the approximate sediment surface elevation data is presented in Exhibit C. Additionally, the contractor shall be cognizant that the estimate of required polymer for dewatering is highly dependent upon the percent solids of the dredged material, and the Contractor is responsible for determining the appropriate volume of polymer required. An evaluation of the polymer requirement is provided in Exhibit D. Finally, the Contractor shall be aware that disposal of the dredged material is their responsibility, and the Contractor shall take into consideration that the dredged material from Canal #290 may not be disposed of under an unrestricted use scenario (Exhibit B). Therefore, the Contractor shall provide their proposed method of disposal for the dredged material from both canals with their proposal. The sequence of Major Activities are as follows: SCOPE OF WORK 00300-Page 49 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL (1) install temporary erosion and sedimentation controls and maintain these controls for the duration of the work, (2) construct the staging area as delineated on the Contract Plans including temporary fencing, (3) Remove the organic muck material according to these technical specifications and contract plans, and complete a hydrographic survey to demonstrate successful completion, (4) Place one foot of sand over the hard bottom to allow for benthic habitiat proliferation, and (5 ) Stabilize the work area, obtain final approval from Monroe County of all work performed and remove temporary erosion and sedimentation controls and stabilize areas disturbed by the removal of the temporary controls. The Scope of Work shall include, all work shown and listed in the Project Drawings. The Contractor is required to provide a complete job as contemplated by the drawings and specifications, which are a part of this bid package. The Contractor shall furnish all labor, supervision, materials, power, tools, equipment, supplies and any other means of construction necessary or proper for performing and completing the Scope of Work, unless otherwise specifically stated. 1.1.1 MATERIAL TO BE REMOVED A. The material to be removed is generally comprised of firm muck with low percent sand composition, with a surface layer that contains organic matter comprised of decomposed weed wrack. The insitu solids content is between 6% and 25%, and the organic content is between 13% and 95%. A summary of the sediment characteristics is provided in Exhibit B, and a preliminary estimate of the muck thicknesses are provided in Exhibit C. 1.1.2 ARTIFICIAL OBSTRUCTIONS A. The CONTRACTOR shall identify all existing utilities on site before construction commencement to ensure no impacts. Additionally, the contractor shall identify and segregate all artificial obstructions within the canal that may impair the dredge equipment such as discarded furniture and other refuse. Contractor shall use properly licensed solid waste hauling vendors, licensed to operate in Monroe County for the disposal of this material. 1.1.3 QUANTITY OF MATERIAL A. The Contractor shall independently estimate the quantities necessary to be removed based on an independent evaluation of the Drawings (Exhibit A) and the Contractor's independent site investigation of existing conditions. An initial estimate based on limited soil borings is 8200 CY in-situ muck for Canal #266 and 4700 CY in-situ muck for Canal #290, however this figure should be used as guidance only, actual volume determination will be the responsibility of the Contractor. SCOPE OF WORK 00300-Page 50 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 1.1.4 ENVIRONMENTAL PROTECTION REQUIREMENTS A. The Contractor shall provide and maintain during the life of the contract, all necessary environmental protective measures. Additionally, the Contractor shall provide environmental protective measures required to correct unforeseen environmentally hazardous conditions that occur during the dredging operations, including but not limited to the generation of toxic Hydrogen Sulfide gas. Monitoring of Hydrogen Sulfide gas shall be completed during the completion of work, and necessary mitigation measures shall be implemented if the 8-hour Time Weighted Average (TWA) exposure concentration of 10 parts per million (ppm) is exceeded, or if nuisance conditions are created. Air monitoring shall be completed by an Occupational Safety and Health Administration (OSHA) competent person on a daily basis and recorded. The Contractor will comply with Federal, State, and local regulations pertaining to water, air, and noise pollution. 1.1.5 DREDGE EQUIPMENT: A. The Contractor shall utilize hydraulic dredge equipment, as required per a proposed Monroe County Comprehensive Plan Amendment, to remove the organic muck. The Contractor shall be aware that pumping rate may be constrained by the sediment dewatering rate, sediment dewatering area and polymer dosing equipment, and shall implement the appropriate equipment accordingly. B. The Contractor shall maintain the plant, scows, combings, barges, pipelines, and associated equipment to meet the requirements of the work. Immediately repair leaks or breaks along pipelines. Immediately remove dredged material discharged in wetlands or other areas outside of the identified project area due to leaks and breaks. Removal of material shall bring the impacted area back to original condition and shall be conducted at Contractor's expense. Operations shall be immediately halted if a pipeline breaks or a leak occurs. C. Except where authorized in the plans and specifications, dredge pipelines or open ditches shall not block roads or Rights Of Way (ROW) or otherwise interfere with access unless approved. Any use of the County ROW will require permission from the County and coordination with Florida Keys Aqueduct Authority (FKAA), and THE CONTRACTOR SHALL BE COGNIZANT THAT ANY SEWER INSTALLATION ACTIVITIES PLANNED BY THE FKAA WILL TAKE PRECEDENT OVER THE PROPOSED WORK. 1.1.6 POLYMER A. The design plans include use of chemical amendment to assist with dewatering. The Contractor is required to use the chemical amendments, Solve 426 or Solve 164 manufactured by WaterSolve, LLC or equivalent, if a polymer is to be utilized to facilitate dewatering. A polymer performance evaluation is provided in Exhibit D. SCOPE OF WORK 00300-Page 51 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL B. The Contractor shall be experienced in operating a polymer dosing system to provide water quality treatment of dredge material or the Contractor shall hire, at the expense of the Contractor, a qualified chemical amendment technician to be on-site at all times of dredge operation. The contractor may propose an alternate dewatering method, but must provide detailed design information and documentation of Contractor's experience utilizing the alternate dewatering method. C. The Contractor is responsible for installing and operating polymer mixing and dosing equipment that is capable of delivering a constant feed of polymer to the dredge transfer line when dredge material is being pumped. Mixing and dosing equipment must operate according to the manufacturer specifications provided in Exhibit D. D. The Contractor shall quantify the concentration of residual polymer from the effluent of the geotextile dewatering containers as indicated in Exhibit D on a weekly basis, and shall demonstrate that a residual polymer concentration greater than 1 mg/L is not present in the discharge. 1.1.7 DEWATERING OF EXCAVATED MATERIAL A.The Contractor shall utilize woven geotextile filter bags (US #40 Sieve Pore Size or equivalent) for sediment dewatering purposes. Geotextile filter bags shall be housed in temporary, portable containers that can be hauled to and from the temporary dewatering area to a final disposal location. The Contractor may choose a geotextile filter bag size and/or a portable container size that is different from the Design Engineer's recommendation of a 20 CY capacity for each, however final hauling weight of each load (load = sediment + truck + trailer) is not to exceed Standard Highway Loading rates or a gross weight of 11,000 ton/axle, whichever is less. Use of private homeowner land for staging of the dewatering equipment may require a Temporary Use approval. A Monroe County code amendment to allow temporary staging area use on private homeowner land is underway and is anticipated to be finalized prior to issuance of the Notice To Proceed. B. The effluent from the dewatering system will be discharged back into the canal. The Contractor is required to operate the dredging and dewatering operations such that mandated permitted turbidity limits are not exceeded. The State turbidity requirements are 0 NTU increase above background levels in the Florida Outstanding Waters at the canal mouth and no greater than 29 NTUs above background within the canal. The Contractor will make any required adjustments to the operations to ensure compliance with these limits. 1.1.8. DISPOSAL OF EXCAVATED MATERIAL A. The Contractor shall provide for safe and legal transportation and disposal of dredged materials according to specifications and guidelines set forth in the SCOPE OF WORK 00300-Page 52 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL Drawings. The deposit of dredged materials in unauthorized places is forbidden. Spoil material inadvertently spilled on roads, public rights of way and private property shall be promptly removed and the area restored by the Contractor. The dredged material from Canal #290 may not be disposed of under an unrestricted use scenario (Exhibit B). Therefore, the Contractor shall provide their proposed method of disposal for the dredged material from both canals with their proposal. 1.1.9 MEASUREMENT A. Surveys during Progress of Work 1. Preliminary checks of design depth will be determined by soundings or sweepings taken behind the dredge as the work progresses. The Contractor shall take progress soundings or sweepings to verify compliance with contract requirements. 2. Contract depth will be confirmed via bathymetric survey after conclusion of each zone. The bathymetric survey shall be signed and sealed by a Florida Registered Professional Surveyor. B Final Examination And Acceptance: 1. On completion of dredging, the Contractor shall engage a licensed surveyor to provide a hydrographic survey of the project area. The hydrographic survey shall be conducted in accordance with the United States Army Corps of Engineers (USACE) manual EM 1110-2-1003, and shall demonstrate that sediment probes collected with a point density of 200 square feet or less exhibit a sediment thickness less than 3 inches at any given point; otherwise additional dredging activities shall be completed. 2. Upon demonstration of the successful removal of the organic muck, the Contractor shall fill the canal with 0.5 feet of Clean Calcium Carbonate Sand from a local South Florida Source that contains less than 5% of fines passing through a #200 sieve. Following the filling activities cross sections shall be taken at the same locations as identified in the Drawings (Exhibit A). The cross sections shall demonstrate that the top of sand is at least 0.5 feet on average over a 200 square foot area above the bottom excavated elevation. The County may take additional cross sections and soundings as necessary. The Contractor shall provide to the County signed and sealed certified as-built drawings indicating the existing cross section superimposed on the dredged cross sections and the sand covered cross sections as the final submittal. 1.2 INTENT OF THE SPECIFICATIONS The intent of these specifications is to describe the materials and methods of construction required for the performance of the work. In general, it is intended that the drawings shall delineate the detailed extent of the work. Drawings, SCOPE OF WORK 00300-Page 53 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL specifications, and contract documents are complimentary, and what is required by one shall be as binding as if required by all. 1.2.1 LAYING OUT THE WORK A. The Contractor shall be responsible for establishing all lines and grades together with all reference points as required by the various trades for all work under this Contract. B. The Contractor shall provide all labor and instruments and all stakes, templates, and other materials necessary for marking and maintaining all lines and grades. The lines and grades shall be subject to any checking that AMEC/Engineer may decide necessary. C. No separate cost item is provided for laying out the work, the cost of which shall be included in the unit prices for items in the bid. 1.2.2 METHOD OF COMMUNICATION A. The Contractor shall provide a system of communication between the dredge crew and the crew at the dewatering area at all times. A portable two-way radio is acceptable. 1.2.3. SAFETY OF STRUCTURES A.The prosecution of the work shall ensure the stability of subaqueous utility crossings, buried and overhead utilities, parallel runs, utility poles and lines, guys and anchors, culverts, pipes and other structures or trees and vegetation or existing slope protection lying on or adjacent to the site of the work, insofar as structures may be jeopardized by dredging operations. The Contractor shall be responsible for repair of damage resulting from construction operations, insofar as such damage may be caused by variation in locations or depth of dredging, or both, from that indicated or permitted under the contract. 1.2.4 CONTRACTOR'S OFFICE A. The Contractor shall provide and maintain an office with telephone facilities where he or a responsible representative of his organization may be reached at any time while work is in progress. The Contractor's office need not be located at the project site but may be located anywhere in the Lower Keys. 1.2.5 DAMAGE TO EXISTING STRUCTURES, UTILITIES AND LANDSCAPING A. The Contractor shall be responsible for and make good all damage to pavement beyond the limits of this Contract, buildings, telephone or other cables, water pipes, sanitary pipes, or other structures which may be encountered, whether or not shown on the Drawings. The Contractor shall also be responsible for and make good all damage to homeowner docks of any type, seawalls, boats, SCOPE OF WORK 00300-Page 54 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL fencing, and any other appurtenances, at the Contractor's sole expense. It is anticipated that the homeowners will be responsible for boat removal prior to commencement of work. The Contractor shall produce a pre construction video to document the existing conditions. The documentation shall utilize a high-resolution digital video camera with extended still frame capability. The documentation shall record surface features located within the construction zone including, but not limited to, staging area, canal seawalls, boat lifts, boats, and any other permanent or temporary structures within the canal footprint. The documentation shall provide audio recording documenting the orientation, location, and description of features. The documentation shall accompany a written log which documents the aforementioned items and shall contain bright, sharp pictures with accurate colors and shall be free from distortion or any other significant picture imperfection. The audio portion of the recording shall reproduce the commentary of the camera operator with proper volume, clarity, and be free of distortion. The construction shall not proceed until Monroe County and AMEC/Engineer have reviewed the documentation and notified the Contractor of its acceptability. B. Information shown on the Drawings as to the location of existing utilities has been prepared by the most reliable data available to the Engineer. This information is not guaranteed, however, and it shall be this Contractor's responsibility to determine the location, character and depth of any existing utilities. He shall assist the utility companies, by every means possible to determine said locations. Extreme caution shall be exercised to eliminate any possibility of any damage to said locations. Extreme caution shall be exercised to eliminate any possibility of any damage to utilities resulting from his activities. The Contractor shall be responsible for and make good all damage to pavement, buildings, telephone or other cables, water pipes, sanitary pipes, or other structures which may be encountered, whether or not shown on the Drawings. C.The Contractor shall be fully responsible for maintaining in good condition all cultivated grass plots, trees and shrubs endangered by the work. Where maintained shrubbery, grass strips or area within the right-of-way must be removed or destroyed incident to the construction operation, the Contractor, after completion of the work, must replace or restore at the Contractor's sole expense to the original condition all destroyed or damaged shrubbery, grass areas or pea rock areas. He must, leave the area in a clean and workmanship condition. Tree limbs which interfere with equipment operation and are approved for pruning shall be neatly trimmed and the tree cut coated with tree paint. Care of trees, shrubs and grass shall be considered incidental and cost shall be included in the bid price of the items listed in the bid. 1.2.6 SUBSURFACE INVESTIGATION A. The Contractor shall be responsible for having determined to his satisfaction, prior to the submission of his bid, the nature and location of the work, the conformation of the ground, the character and quality of the substrata, the types SCOPE OF WORK 00300-Page 55 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL and quantity of materials to be encountered, the nature of the ground water conditions, the character of equipment and facilities needed preliminary to and during the execution of the work, the general and local conditions and all other matters which can in any way affect the work under this contract. The prices established for the work to be done will reflect all costs pertaining to the work. Any claims for extras based on substrata or site conditions will not be allowed. 1.2.7 PROJECT SIGNS A. Two signs shall be constructed, installed and removed by the Contractor. The signs shall be constructed on 4' x 8' x 3/4" exterior plywood and readable at eye level. The colors to be used are white for the background and black for all lettering. All paint shall be rated outdoor enamel. The Monroe County seal will be supplied by the Sustainability Program Manager at no cost to the contractor. The exact sign locations shall be determined prior to beginning work by AMEC/Engineer. 1.2.8 MAINTENANCE OF TRAFFIC A.The Contractor shall be responsible for the proper maintenance control and detour of traffic in the area of construction, during the course of construction. All traffic control and maintenance procedures shall be in accordance with the requirements of either the Florida D.O.T. or Monroe County, within their respective areas of jurisdiction. It shall be the Contractor's responsibility, as Bidder, prior to submitting his Bid, to determine the requirements of these agencies so that his Proposal reflects all costs to be incurred. No claims for additional payment will be considered for costs incurred in providing the proper maintenance, control, detour and protection of traffic. Contractor will be required to submit an MOT to plan to AMEC/Engineer for approval prior to commencement of field activities. The Contractor will only be allowed to transport project-related materials to and from the site from 8AM to 6PM M-F, excluding holidays. B.Traffic shall be maintained at all times where practical and as more particularly specified hereinafter. No traffic shall be detoured without prior knowledge and approval of the traffic control agency having jurisdiction. The Contractor shall notify such agencies 48 hours in advance of such time he proposes to detour traffic. C.The Contractor shall keep the COUNTY Sustainability Manager, AMEC/Engineer, all law enforcement, fire protection and ambulance agencies informed, in advance, of his construction schedules, and shall notify all such agencies 48 hours in advance, in the event of detour of any roadway. D.All traffic control signs and devices, barricades, flashers, flambeaus and similar devices shall be furnished and maintained by the Contractor. SCOPE OF WORK 00300-Page 56 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL E. Construction shall be conducted in such a manner to cause the least possible interruption to traffic. Necessary access to and from adjacent properties shall be provided at all times. 1.2.9 PROTECTION OF WORK A.The Contractor shall protect his work throughout its length of the project by the erection of temporary fencing with privacy screening. He shall further indicate his work at night by the maintenance of suitable lights or flares. He shall comply with all laws or ordinances covering the protection of such work and the safety measures to be employed therein. The Contractor shall carry out his work so as not to deny access to private property. All utility access manholes, valves, fire hydrants, and letter boxes shall be kept accessible at all times. 1.2.10 EROSION CONTROLS A.The Contractor shall be required to implement best management practices within the staging area(s) to control all stormwater runoff. The contractor shall review/modify the Proposed Erosion and Sediment Controls presented on the Drawings (Exhibit A). The modified Erosion and Sediment Control plan shall be sent to Monroe County and AMEC/Engineer for review/approval before commencement of construction activities. C.The Contractor shall keep the COUNTY Sustainability Manager, AMEC/Engineer, all law enforcement, fire protection and ambulance agencies informed, in advance, of his construction schedules, and shall notify all such agencies 48 hours in advance, in the event of detour of any roadway. D.All traffic control signs and devices, barricades, flashers, flambeaus and similar devices shall be furnished and maintained by the Contractor. E. Construction shall be conducted in such a manner to cause the least possible interruption to traffic. Necessary access to and from adjacent properties shall be provided at all times. 1.3 SPECIAL PROVISIONS The following Special Provisions are intended to clarify the scope of work, or highlight features of the work, or modify, change, add to, or delete from the General Scope of this Proposal Package. A. Where the Specifications refer to "Engineer" they shall be deemed to mean "County's Engineering Consultant, AMEC" or designee for this project. The terms "Project Manual", "Specifications" and "Specification" are interchangeable and all refer to the collective Sections of which this Section is a part. The terms "Drawings" and "Plans" are interchangeable and refer to the collective assembly SCOPE OF WORK 00300-Page 57 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL of individual plans, details and drawings accompanying the Project Manual and intended to describe and illustrate the work of this project. B. All work shall comply with the most recent construction codes in effect at the time and location of construction. Where codes are in conflict, the more stringent shall govern the work. C. Prior to initiation of construction, turbidity curtains will be deployed to isolate the construction site from adjacent waters. At a minimum weighted turbidity curtains must be installed near the mouth of the canal eastward of the identified seagrass as shown on the project drawings. The turbidity curtains must extend from the water's surface to the canal bottom. These will remain in place until all construction activity is complete and turbidity values have returned to preconstruction conditions. Contractor will implement all necessary turbidity reduction methods in order to meet the State turbidity requirements of 0 NTU increase above background levels in the Florida Outstanding Waters at the canal mouth and no greater than 29 NTUs above background within the canal. The County Engineering consultant, AMEC, will monitor the turbidity to ensure Contractor compliance. Manatee Special Conditions: a. The Contractor shall instruct all personnel associated with the project of the potential presence of manatees and the need to avoid collisions with manatees. All construction personnel are responsible for observing water-related activities for the presence of manatee(s). b. The Contractor shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal protection Act of 1972, the Endangered Species Act of 1973, and the Florida Manatee Sanctuary Act of 1978. The Contractor may be held responsible for any manatee harmed, harassed, or killed as a result of construction activities. c. Siltation barriers shall be installed and shall be made of material in which manatees cannot become entangled, shall be properly secured, and shall be monitored regularly to avoid manatee entrapment. Barriers shall not block manatee entry to or exit from essential habitat. d. All vessels associated with the project shall operate at "no wake/idle" speeds at all times while in water where the draft of the vessel provides less than four feet clearance from the bottom and that vessels shall follow routes of deep water whenever possible. e. If a manatee is sighted within 100 yards of the project area, all appropriate precautions shall be implemented by the Contractor to ensure protection of the manatee. These precautions shall include the operation of all moving equipment no closer than 50 feet to a manatee. SCOPE OF WORK 00300-Page 58 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL Operation of any equipment closer than 50 feet to a manatee shall necessitate immediate shutdown of that equipment. Activities will not resume until the manatee(s) has departed the project area of its own volition. f. Any collision with and/or injury to a manatee shall be reported immediately to the "Manatee Hotline" at 1-800-DIAL FMP (1-800-342- 5367). Collision and/or injury should also be reported to the U.S. Fish and Wildlife Service in Jacksonville (1-904-232-2580) for north Florida or Vero Beach (1-561-562-3909) in south Florida. g. The on-site AMEC inspector will assist the Contractor with meeting all the above requirements. D. Threatened and Endangered Species Observations a. Prior to the initiation of construction activities, an adequately trained wildlife spotter will confirm that the canal is free of all potential threatened and endangered (T&E) species. The Contractor will provide an adequately educated spotter including an in-water spotter to ensure that marine life is not harmed by the proposed action with special attention being paid to the presence or absence of the smalltoothed sawfish. Once the professional spotter has confirmed that there are no T&E species located within the canal, the contractor will prepare the project area by installing the remaining best management practices, such as turbidity barriers, as prescribed in the associated construction plans. b. Not only will turbidity barriers prevent the movement of turbid water into the FKNMS, but the barrier will also prevent T&E species from entering into the canal during the construction phase of the project. In addition to the aforementioned measures, all construction activities will be performed in accordance with the Florida Fish and Wildlife Conservation Commission (FWC) standard manatee conditions for in-water work and the National Oceanic and Atmospheric Association (NOAA) Fisheries construction conditions for sea turtles and smalltooth sawfish. END OF SECTION 00300 SCOPE OF WORK 00300-Page 59 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 00350 MILESTONE SCHEDULE/LIQUIDATED DAMAGES MILESTONES This section contains the project milestone schedule. The contractor is required to determine his proposed schedule to meet these milestone dates. The Contractor is to note the following special milestone dates. 1. Proposal Documents Available........................... .................... November XX, 2004 2. Non-mandatory Pre-Proposal Conference & Site Visit............... December XX, 2014 3. Proposal Due Date.......................................... .................... ....January XX, 2015 4. Monroe County Selection of Contractor (anticipated).................. ..January XX, 2015 5. Signed Contract, Bond & Insurance Documents to Monroe County by the Contractor (anticipated)...... ...................................................................................January XX, 2015 6. Board of County Commission Meeting, Approval of Contractor & Contract... ................................................................................. ......... January XX, 2015 7. Notice to Proceed Issued & Pre-Construction Meeting Held (anticipated) .........................................................................................................January xx 2015 9. Contractor Submittal of Required Technical Plans and Schedule (anticipated) ..................................................................................... February XX, 2015 10. Mandatory Initiation of Construction (anticipated) .....................February XX, 2015 11. Substantial Completion 245 calendar days for the Combined Project (anticipated).............. Sept XX, 2015 OR Substantial Completion 150 calendar days for an Individual Project (anticipated).............. July XX, 2015 The Contractor shall commence performance of this Contract within ten (10) calendar days after the date of issuance to the Contractor by Owner of the Notice to Proceed. If the work including mobilization is not initiated within seven (7) calendar days from Issuance of the Notice to Proceed, a fine of$500/day for days 1-15, $1,000/day for days 16-30, and $3,500/day after 30 days will be incurred by the Contractor until work has commenced. Mobilization shall not constitute commencement of Work. Once commenced, Contractor shall diligently continue performance until completion of the Project. The Contractor shall accomplish Substantial Completion of the Combined Project within Two Hundred and Forty Five (245) calendar days from Notice to Proceed, and the Contractor shall accomplish Substantial Completion of an individual MILESTONE SCHEDULE 00350-Page 60 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL Project within One Hundred and Fifty (150) calendar days from Notice to Proceed. Contractor shall accomplish Final Completion of the Project within thirty (30) calendar days thereafter. The term "Substantial Completion" as used herein shall mean that point at which, as certified in writing by AMEC, the Project is at a level of completion in strict compliance with this Contract such that the Owner or its designee can enjoy beneficial use or occupancy and can use or operate it in all respects for its intended purpose. Partial use or occupancy of the Project shall not result in the Project being deemed substantially complete and such partial use or occupancy shall not be evidence of Substantial Completion. The term "Final Completion" as used herein shall mean that point at which, as certified in writing by AMEC/Engineer, that the Project is 100% complete and in conformance with the Contract. LIQUIDATED DAMAGES Conditions Under Which Liquidated Damages are Imposed—The time or times stipulated in the contract for completion of the work of the contract or of specified phases of the contract shall be the calendar date or dates listed in the milestone schedule. Liquidated damages will be based on the Substantial Completion Date for all work, modified by all approved extensions in time as set forth by the Sustainability Manager's signature of approval on the Certificate of Substantial Completion. The liquidated damages table below shall be utilized to determine the amount of liquidated damages. FIRST SECOND 31ST DAY & CONTRACT AMOUNT 15 DAYS 15 DAYS THEREAFTER Under $50,000.00 $50.00/Day $100.00/Day $250.00/Day $50,000.00-99,999.00 100.00/Day 200.00/Day 750.00/Day $100,000.00-499,999.00 200.00/Day 500.00/Day 2,000.00/Day $500,000.00 and Up 500.00/Day 1,000.00/Day 3,500.00/Day The Contractor's recovery of damages and sole remedy for any delay caused by the Owner shall be an extension of time on the Contract. END OF SECTION 00350 MILESTONE SCHEDULE 00350-Page 61 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 00500 SAMPLE AGREEMENT Between Owner and Contractor (Final Agreement To Be Negotiated Following Award Of Contract By Monroe County BOCC) Where the basis of payment is a STIPULATED SUM AGREEMENT Made as of the (write out the date) BETWEEN the Owner: Monroe County Board of County Commissioners 1100 Simonton Street The Gato Building, Room 2-205 Key West, Florida 33040 And the Contractor: CONTRACTOR ADDRESS ADDRESS For the following Project: ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL This Agreement represents one of the canal restoration demonstration projects approved by the Monroe County BOCC, whose public purpose is to improve the water quality in Monroe County. Scope of the Work 1. Project Overview The Scope of Work consists of removing organic muck material from Canal #266 located between Baileys Lane and Witters Lane in Doctor's Arm Big Pine Key, and Canal #290 located between Avenues I and Avenue J in Big Pine Key. The organic muck removal activities are to be completed to remove the oxygen depleting organic materials to assist with establishing a viable benthic community. The migration of weed rack into the canal has resulted in the accumulation of weed rack that has decomposed into organic muck that consumes the dissolved oxygen present in the canals, thus preventing the ability of the canals to properly support marine life. The organic removal shall be done utilizing vacuum dredging and dewatering of the slurry, in such a way to prevent impact to the nearshore waters, and shall be completed using the proposed staging areas identified in the design drawings, or an approved alternate. AGREEMENT 00500-Page 62 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 2. General Project Intent and Scope Provide all labor, supervision, engineering, materials, supplies, equipment, tools, transportation, surveying, layout, and protection for the proper execution and completion of all the work in accordance with the Contract Documents. The Work shall include but not be limited to that shown on the Drawings and detailed in the Technical Specifications if any included in this Contract. 3. General Requirements A. Construction work times shall be limited to: 8AM to 6PM Mon-Fri, excluding holidays B. Contractor needs to be aware of weather and location and plan accordingly. C. Contractor must remain aware of the community residences and plan accordingly. Coordination of each day's works shall be done in advance with approval from AMEC/Engineer. D. The Scope of Work shall include, but not be limited to, all work shown and listed in the Project Drawings (Exhibit A). The Contractor is required to provide a complete job as contemplated by the drawings and specifications, which are a part of this bid package. The Contractor shall furnish all labor, supervision, materials, power, tools, equipment, supplies and any other means of construction necessary or proper for performing and completing the Scope of Work, unless otherwise specifically stated. Monroe County has made all reasonable efforts to obtain the required permits for this project. If the Contractor is aware of another permit that is required, it is up to them to obtain it. SPECIAL PROVISIONS The following Special Provisions are intended to clarify the scope of work, or highlight features of the work, or modify, change, add to, or delete from the General Scope of this Proposal Package. 1. All licenses required in order to perform the scope of work in the specified location, shall be procured and maintained by the contractor and his subcontractors. Contractor shall submit copies to AMEC prior to notice to proceed. Contractor's license shall accompany proposal. 2. Contractor is to review Division 1 General Requirements for additional responsibilities required in order to perform this Work. 3. If in the event of conflicting, or overlapping requirements in any area of the proposal documents, technical specifications, or drawings, the most stringent condition shall be proposed and constructed. Notify AGREEMENT 00500-Page 63 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL Sustainability Manager in any event, in order to not compromise the Owner's right to make appropriate decisions. 4. Contractor shall maintain As-Built Drawings, (Record Drawings per Section 01720), of his work progression. 5. Contractor shall provide suitable storage container, and be responsible for disposal off-site of all debris and trash. 6. The Contractor shall coordinate with Owner's representative on available hours for Job Site access. Job site will have limited 8AM-6PM work hours Mon-Friday excluding holidays. Contractor will need to schedule work shifts typically from 8AM-6PM weekly. Any change to the agreed upon schedule must be obtained in writing with a minimum of 72 hrs. advanced notice. 7. Coordination of each days works shall be done in advance with approval from AMEC / Engineer.. The Engineer is: AMEC Environment & Infrastructure Greg Corning 102 Avenue K Marathon, Florida, 33050 314-920-8359 The Owner and Contractor agree as set forth below. ARTICLE 1 The Contract Documents The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Proposal Documents, Addenda issued prior to execution of this Agreement, together with the response to RFP and all required insurance documentation, and Modifications issued after execution of this Agreement. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9. In the event of a discrepancy between the documents, precedence shall be determined by the order of the documents as just listed. AGREEMENT 00500-Page 64 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL ARTICLE 2 The Work of this Contract The Contractor shall execute the entire Work described in the Contract Documents, except to the extent specifically indicated in the Contract Documents to be the responsibility of others, or as follows: N/A ARTICLE 3 Date of Commencement and Substantial Completion 3.1 The date of commencement is the date to be fixed in a notice to proceed issued by the Owner. The Contractor shall proceed with Work no later than 7 calendar days after receipt of the Notice To Proceed. Failure to commence with Work within the 7 day time period shall result in a $500.00 fine to the Contractor for each day that work does not commence for the first 15 days, $1,000/day for days 16-30 and $3,500 per day for days 31 and thereafter, as specified below. The Contractor shall accomplish Substantial Completion of the Combined Project within Two Hundred and Forty Five (245) calendar days from Notice to Proceed, and the Contractor shall accomplish Substantial Completion of an individual Project within One Hundred and Fifty (150) calendar days from Notice to Proceed. The time or times stipulated in the contract for completion of the work of the contract or of specified phases of the contract shall be the calendar date or dates listed in the milestone schedule. Liquidated damages will be based on the Substantial Completion Date for all work, modified by all approved extensions in time as set forth by the Sustainability Manager's signature of approval on the Certificate of Substantial Completion. The liquidated damages table below shall be utilized to determine the amount of liquidated damages. FIRST SECOND 31 ST DAY & CONTRACT AMOUNT 15 DAYS 15 DAYS THEREAFTER Under $50,000.00 $50.00/Day $100.00/Day $250.00/Day $50,000.00-99,999.00 100.00/Day 200.00/Day 750.00/Day $100,000.00-499,999.00 200.00/Day 500.00/Day 2,000.00/Day $500,000.00 and Up 500.00/Day 1,000.00/Day 3,500.00/Day The Contractor's recovery of damages and sole remedy for any delay caused by the Owner shall be an extension of time on the Contract. ARTICLE 4 Contract Sum 4.1 The owner shall pay the Contractor in current funds for the Contractor's performance of the Contract the Contract Sum of /100 AGREEMENT 00500-Page 65 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL Dollars ($ ), subject to additions and deductions as provided in the Contract Documents. 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If decisions on other alternates are to be made by the Owner subsequent to the execution of this Agreement. Attach a schedule of such other alternates showing the amount for each and the date until which that amount is valid.) Alternate # 1: Alternate Staging Area If Provided /100 (Cost in words) Dollars ($ ) 4.3 Unit prices, if any, are as follows: ARTICLE 5 Progress Payments 5.1 Based upon Applications for Payment submitted by the Contractor to the Sustainability Program Manager, and upon approval for payment issued by the Sustainability Program Manager, and Engineer, the Owner shall make progress payments on account of the Contract Sum to the contractor as provided below and elsewhere in the Contract Documents. 5.2 The period covered by each Application for payment shall be one calendar month ending on the last day of the month, or as follows: 5.3 Payment will be made by the Owner in accordance with the Florida Local Government Prompt Payment Act, section 218.735, Florida Statutes. 5.4 Each Application for Payment shall be based upon the Schedule of Values submitted by the Contractor in accordance with the Contract Documents. The Schedule of Values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Sustainability Program Manager may require. This schedule, unless objected to by the Sustainability Program Manager, shall be used as a basis for reviewing the Contractor's Applications for Payment. 5.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. AGREEMENT 00500-Page 66 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 5.6 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: 5.6.1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the Schedule of Values, less retainage of Ten Percent 10%. Pending final determination of cost to the owner of changes in the Work, amounts not in dispute may be included in Applications for Payment. The amount of credit to be allowed by the Contractor to the Owner for a deletion or change which results in a net decrease in the Contract Sum shall be the net cost to the Owner, less Overhead, Profit and Documented Costs incurred prior to the change Request, as indicated in the corresponding line item in the Approved Schedule of Values for that line item as confirmed by the Sustainability Program Manager. When both additions and credits covering related Work or substitutions are involved in a change the allowance for overhead and profit shall be figured on the basis of net increase, if any, with respect to that change. 5.6.2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage; 5.6.3 Subtract the aggregate of previous payments made by the Owner; and 5.6.4 Subtract amounts, if any, for which the Sustainability Program Manager has withheld or nullified a Certificate for Payment as provided in Paragraph 9.5 of the General Conditions. 5.7 Retainage of 10% will be withheld in accordance with section 218.735 (8(b), Florida Statutes. 5.8 Reduction or limitation of retainage, if any, shall be as follows: Monroe County is exempt from and not subject to Florida Statutes 255.078, "Public Construction Retainage". Reduction or limitation of retainage, if any, shall be reduced incrementally at the discretion of and upon the approval of the Sustainability Manager. ARTICLE 6 Final Payment Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when (1) the Contract has been fully performed by the Contractor except for the Contractor's responsibility to correct nonconforming Work as provided in Subparagraph 12.2.2 of the General Conditions and to satisfy other requirements, if any, which necessarily survive final payment, and (2) a final approval for payment has been issued by the Sustainability Program Manager. Such final payment shall be made by the Owner not more than 20 days after the issuance of the final approval for payment. The following documents (samples in section 1027) are required for Final Payment: AGREEMENT 00500-Page 67 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL (1) Application and Certificate for Payment (2) Continuation Sheet (3) Certificate of Substantial Completion (4) Contractor's Affidavit of Debts and Claims (5) Contractor's Affidavit of Release of Liens (6) Final Release of Lien (7) Contractor shall provide two (2) hard copies in tabulated divided binders and one (1) saved electronically tabbed and indexed in Adobe Acrobat file (.PDF) format delivered on a downloadable CD/DVD or flash drive of all the following but not limited to: A .Project Record Documents (As Built Documents). B. Operating and maintenance data, instructions to the Owner's personnel. C. Warranties, bond and guarantees. D. Keys and keying schedule. E. Spare parts and maintenance materials. F. Electronic copies of approved submittals G. Evidence of payment and final release of liens and consent of surety to final release (includes final release from all utilities and utility companies). ARTICLE 7 Miscellaneous Provisions 7.1 Where reference is made in this Agreement to a provision of the General Conditions or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. 7.2 Payment shall be made according to the Florida Local Government Prompt Payment Act and Monroe County Code. 7.3 Temporary facilities and services: As described in Article 34 of the General Conditions 7.4 Monroe County's performance and obligation to pay under this contract is contingent upon an annual appropriation by the Board of County Commissioners. 7.5 A person or affiliate who has been placed on the convicted vendor list following a conviction for public entity crime may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a proposal on a contract with a AGREEMENT 00500-Page 68 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL public entity for the construction or repair of a public building or public work, may not submit proposals on leases of real property to public entity, may not be awarded or perform work as contractor, supplier, subcontractor, or consultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. 7.6 The following items are included in this contract: a) Contractor shall maintain all books, records, and documents directly pertinent to performance under this Agreement in accordance with generally accepted accounting principles consistently applied. Each party to this Agreement or their authorized representatives shall have reasonable and timely access to such records of each other party to this Agreement for public records purposes during the term of the Agreement and for four years following the termination of this Agreement. If an auditor employed by the County or Clerk determines that monies paid to Contractor pursuant to this Agreement were spent for purposes not authorized by this Agreement, the Contractor shall repay the monies together with interest calculated pursuant to Sec. 55.03, FS, running from the date the monies were paid to Contractor. b) Governing Law, Venue, Interpretation, Costs, and Fees: This Agreement shall be governed by and construed in accordance with the laws of the State of Florida applicable to contracts made and to be performed entirely in the State. In the event that any cause of action or administrative proceeding is instituted for the enforcement or interpretation of this Agreement, the County and Contractor agree that venue shall lie in the appropriate court or before the appropriate administrative body in Monroe County, Florida. The Parties waive their rights to trial by jury. The County and Contractor agree that, in the event of conflicting interpretations of the terms or a term of this Agreement by or between any of them the issue shall be submitted to mediation prior to the institution of any other administrative or legal proceeding, pursuant to Section XVI of this agreement. c) Severability. If any term, covenant, condition or provision of this Agreement (or the application thereof to any circumstance or person) shall be declared invalid or unenforceable to any extent by a court of competent jurisdiction, the remaining terms, covenants, conditions and provisions of this Agreement, shall not be affected thereby; and each remaining term, covenant, condition and provision of this Agreement shall be valid and shall be enforceable to the fullest extent permitted by law unless the enforcement of the remaining terms, covenants, conditions and provisions of this Agreement would prevent the accomplishment of the original intent of this Agreement. The County and Contractor agree to reform the Agreement to replace any stricken provision with a valid provision that comes as close as possible to the intent of the stricken provision. d) Attorney's Fees and Costs. The County and Contractor agree that in the event any cause of action or administrative proceeding is initiated or defended by any party relative to the enforcement or interpretation of this Agreement, the prevailing party shall be entitled to reasonable attorney's fees and court costs as an award against the AGREEMENT 00500-Page 69 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL non-prevailing party, and shall include attorney's fees and courts costs in appellate proceedings. e) Binding Effect. The terms, covenants, conditions, and provisions of this Agreement shall bind and inure to the benefit of the County and Contractor and their respective legal representatives, successors, and assigns. f) Authority. Each party represents and warrants to the other that the execution, delivery and performance of this Agreement have been duly authorized by all necessary County and corporate action, as required by law. Each party agrees that it has had ample opportunity to submit this Contract to legal counsel of its choice and enters into this agreement freely, voluntarily and with advice of counsel. g) Claims for Federal or State Aid. Contractor and County agree that each shall be, and is, empowered to apply for, seek, and obtain federal and state funds to further the purpose of this Agreement; provided that all applications, requests, grant proposals, and funding solicitations shall be approved by each party prior to submission. h) Adjudication of Disputes or Disagreements. County and Contractor agree that all disputes and disagreements shall be attempted to be resolved by meet and confer sessions between representatives of each of the parties. If the issue or issues are still not resolved to the satisfaction of the parties, then any party shall have the right to seek such relief or remedy as may be provided by this Agreement or by Florida law. This Agreement is not subject to arbitration. i) Cooperation. In the event any administrative or legal proceeding is instituted against either party relating to the formation, execution, performance, or breach of this Agreement, County and Contractor agree to participate, to the extent required by the other party, in all proceedings, hearings, processes, meetings, and other activities related to the substance of this Agreement or provision of the services under this Agreement. County and Contractor specifically agree that no party to this Agreement shall be required to enter into any arbitration proceedings related to this Agreement. j) Nondiscrimination. County and Contractor agree that there will be no discrimination against any person, and it is expressly understood that upon a determination by a court of competent jurisdiction that discrimination has occurred, this Agreement automatically terminates without any further action on the part of any party, effective the date of the court order. County or Contractor agree to comply with all Federal and Florida statutes, and all local ordinances, as applicable, relating to nondiscrimination. These include but are not limited to: 1) Title VI of the Civil Rights Act of 1964 (PL 88-352) which prohibits discrimination on the basis of race, color or national origin; 2) Title IX of the Education Amendment of 1972, as amended (20 USC ss. 1681-1683, and 1685-1686), which prohibits discrimination on the basis of sex; 3) Section 504 of the Rehabilitation Act of 1973, as amended (20 USC s. 794), which prohibits discrimination on the basis of handicaps; 4) The Age Discrimination Act of 1975, as amended (42 USC ss. 6101-6107) which prohibits discrimination on the basis of age; 5) The Drug Abuse Office and Treatment Act of 1972 (PL 92-255), as amended, relating to nondiscrimination on the basis of drug abuse; 6) The Comprehensive Alcohol AGREEMENT 00500-Page 70 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL Abuse and Alcoholism Prevention, Treatment and Rehabilitation Act of 1970 (PL 91- 616), as amended, relating to nondiscrimination on the basis of alcohol abuse or alcoholism; 7) The Public Health Service Act of 1912, ss. 523 and 527 (42 USC ss. 690dd-3 and 290ee-3), as amended, relating to confidentiality of alcohol and drug abuse patient records; 8) Title VIII of the Civil Rights Act of 1968 (42 USC s. et seq.), as amended, relating to nondiscrimination in the sale, rental or financing of housing; 9) The Americans with Disabilities Act of 1990 (42 USC s. 1201 Note), as maybe amended from time to time, relating to nondiscrimination on the basis of disability; 10) Any other nondiscrimination provisions in any Federal or state statutes which may apply to the parties to, or the subject matter of, this Agreement. k) Covenant of No Interest. County and Contractor covenant that neither presently has any interest, and shall not acquire any interest, which would conflict in any manner or degree with its performance under this Agreement, and that only interest of each is to perform and receive benefits as recited in this Agreement. 1) Code of Ethics. County agrees that officers and employees of the County recognize and will be required to comply with the standards of conduct for public officers and employees as delineated in Section 112.313, Florida Statutes, regarding, but not limited to, solicitation or acceptance of gifts; doing business with one's agency; unauthorized compensation; misuse of public position, conflicting employment or contractual relationship; and disclosure or use of certain information. m) No Solicitation/Payment. The County and Contractor warrant that, in respect to itself, it has neither employed nor retained any company or person, other than a bona fide employee working solely for it, to solicit or secure this Agreement and that it has not paid or agreed to pay any person, company, corporation, individual, or firm, other than a bona fide employee working solely for it, any fee, commission, percentage, gift, or other consideration contingent upon or resulting from the award or making of this Agreement. For the breach or violation of the provision, the Contractor agrees that the County shall have the right to terminate this Agreement without liability and, at its discretion, to offset from monies owed, or otherwise recover, the full amount of such fee, commission, percentage, gift, or consideration. n) Public Access. The County and Contractor shall allow and permit reasonable access to, and inspection of, all documents, papers, letters or other materials in its possession or under its control subject to the provisions of Chapter 119, Florida Statutes, and made or received by the County and Contractor in conjunction with this Agreement; and the County shall have the right to unilaterally cancel this Agreement upon violation of this provision by Contractor. Contractor is required to: (1) Keep and maintain public records that ordinarily and necessarily would be required by the public agency in order to perform the service. (2) Provide the public with access to public records on the same terms and conditions that the public agency would provide the records and at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law. AGREEMENT 00500-Page 71 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL (3) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law. (4) Meet all requirements for retaining public records and transfer, at no cost, to the public agency all public records in possession of the contractor upon termination of the contract and destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. All records stored electronically must be provided to the public agency in a format that is compatible with the information technology systems of the public agency. o) Non-Waiver of Immunity. Notwithstanding the provisions of Sec. 768.28, Florida Statutes, the participation of the Contractor and the County in this Agreement and the acquisition of any commercial liability insurance coverage, self-insurance coverage, or local government liability insurance pool coverage shall not be deemed a waiver of immunity to the extent of liability coverage, nor shall any contract entered into by the County be required to contain any provision for waiver. p) Privileges and Immunities. All of the privileges and immunities from liability, exemptions from laws, ordinances, and rules and pensions and relief, disability, workers' compensation, and other benefits which apply to the activity of officers, agents, or employees of any public agents or employees of the County, when performing their respective functions under this Agreement within the territorial limits of the County shall apply to the same degree and extent to the performance of such functions and duties of such officers, agents, volunteers, or employees outside the territorial limits of the County. q) Legal Obligations and Responsibilities: Non-Delegation of Constitutional or Statutory Duties. This Agreement is not intended to, nor shall it be construed as, relieving any participating entity from any obligation or responsibility imposed upon the entity by law except to the extent of actual and timely performance thereof by any participating entity, in which case the performance may be offered in satisfaction of the obligation or responsibility. Further, this Agreement is not intended to, nor shall it be construed as, authorizing the delegation of the constitutional or statutory duties of the County, except to the extent permitted by the Florida constitution, state statute, and case law. r) Non-Reliance by Non-Parties. No person or entity shall be entitled to rely upon the terms, or any of them, of this Agreement to enforce or attempt to enforce any third-party claim or entitlement to or benefit of any service or program contemplated hereunder, and the County and the Contractor agree that neither the County nor the Contractor or any agent, officer, or employee of either shall have the authority to inform, counsel, or otherwise indicate that any particular individual or group of individuals, entity or entities, have entitlements or benefits under this Agreement separate and apart, inferior to, or superior to the community in general or for the purposes contemplated in this Agreement. AGREEMENT 00500-Page 72 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL s) Attestations. Contractor agrees to execute such documents as the County may reasonably require, to include a Public Entity Crime Statement, an Ethics Statement, and a Drug-Free Workplace Statement. t) No Personal Liability. No covenant or agreement contained herein shall be deemed to be a covenant or agreement of any member, officer, agent or employee of Monroe County in his or her individual capacity, and no member, officer, agent or employee of Monroe County shall be liable personally on this Agreement or be subject to any personal liability or accountability by reason of the execution of this Agreement. u) Execution in Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be regarded as an original, all of which taken together shall constitute one and the same instrument and any of the parties hereto may execute this Agreement by signing any such counterpart. v) Hold Harmless and Indemnification. Notwithstanding any minimum insurance requirements prescribed elsewhere in this agreement, Contractor shall defend, indemnify and hold the COUNTY and the COUNTY's elected and appointed officers and employees harmless from and against (i) any claims, actions or causes of action, (ii) any litigation, administrative proceedings, appellate proceedings, or other proceedings relating to any type of injury (including death), loss, damage, fine, penalty or business interruption, and (iii) any costs or expenses that may be asserted against, initiated with respect to, or sustained by, any indemnified party by reason of, or in connection with, (A) any activity of Contractor or any of its employees, agents, contractors or other invitees during the term of this Agreement, (B) the negligence or willful misconduct of Contractor or any of its employees, agents, sub-contractors or other invitees, or (C) Contractor's default in respect of any of the obligations that it undertakes under the terms of this Agreement, except to the extent the claims, actions, causes of action, litigation, proceedings, costs or expenses arise from the intentional or sole negligent acts or omissions of the COUNTY or any of its employees, agents, contractors or invitees (other than Contractor). Insofar as the claims, actions, causes of action, litigation, proceedings, costs or expenses relate to events or circumstances that occur during the term of this Agreement, this section will survive the expiration of the term of this Agreement or any earlier termination of this Agreement. In the event that the completion of the project (to include the work of others) is delayed or suspended as a result of the Contractor s failure to purchase or maintain the required insurance, the Contractor shall indemnify the County from any and all increased expenses resulting from such delay. Should any claims be asserted against the County by virtue of any deficiency or ambiguity in the plans and specifications provided by the Contractor, the Contractor agrees and warrants that the Contractor shall hold the County harmless and shall indemnify it from all losses occurring thereby and shall further defend any claim or action on the County's behalf. The first ten dollars ($10.00) of remuneration paid to the Contractor is for the indemnification provided for the above. AGREEMENT 00500-Page 73 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL w) Section Headings. Section headings have been inserted in this Agreement as a matter of convenience of reference only, and it is agreed that such section headings are not a part of this Agreement and will not be used in the interpretation of any provision of this Agreement. x) Disadvantaged Business Enterprise (DBE) Policy and Obligation. It is the policy of the County that DBE's, as defined in C.F.R. Part 26, as amended, shall have the opportunity to participate in the performance of contracts financed in whole or in part with County funds under this agreement. The DBE requirements of applicable federal and state laws and regulations apply to this Agreement. The County and its Contractor agree to ensure that DBE's have the opportunity to participate in the performance of the Agreement. In this regard, all recipients and contractors shall take all necessary and reasonable steps in accordance with applicable federal and state laws and regulations to ensure that DBE's have the opportunity to compete and perform contracts. The County and Contractor and subcontractors shall not discriminate on the basis of race, color, national origin or sex in award and performance of contracts, entered pursuant to this Agreement. y) Agreements with Subcontractors. In the event that the Contractor subcontracts any or all of the work in this project to any third party, the Contractor specifically agrees to identify the COUNTY as an additional insured on all insurance policies required by the County. In addition, the Contractor specifically agrees that all agreements or contracts of any nature with his subcontractors shall include the COUNTY as additional insured. z) Florida Green Building Coalition Standards. Monroe County requires its buildings to conform to Florida Green Building Coalition standards. Special Conditions, if any are detailed in Section 00990 of the Project Manual for this Project. ARTICLE 8 Termination or Suspension 8.1 The Contract may be terminated by the Owner as provided in Article 14 of the General Conditions. ARTICLE 9 Enumeration of Contract Documents 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated as follows: (Insert information here). a) Drawings: b) Project Manual: AGREEMENT 00500-Page 74 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 9.1.1 The Agreement is this executed Standard Form of Agreement Between Owner and Contractor. 9.1.2 The General Conditions are the General Conditions of the Contract for Construction. 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated: 9.1.4 The Addenda, if any, are as follows: Number Date Page 9.1.5 The Alternates, if any, are as follows: Alternate No. 1: END ALTERNATES AGREEMENT 00500-Page 75 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL This Agreement is entered into as of the day and year first written above and is executed in at least four original copies of which one is to be delivered to the Contractor. Execution by the Contractor must be by a person with authority to bind the entity. SIGNATURE OF THE PERSON EXECUTING THE DOCUMENT MUST BE NOTARIZED AND WITNESSED BY ANOTHER OFFICER OF THE ENTITY. (SEAL) BOARD OF COUNTY COMMISSIONERS Attest: Amy Heavilin, Clerk OF MONROE COUNTY, FLORIDA By: By: Deputy Clerk Mayor/Chairman Date (SEAL) CONTRACTOR Attest: By: By: Print Name: Print name: Title: Title: Date: Date: And: By: Print Name: Title: Date: STATE OF FLORIDA COUNTY OF On this day of , 20_, before me ,the undersigned notary public, Personally appeared , known to me to be the Person whose name is subscribed above or who produced As identification, and acknowledged that he/she is the person who executed the above contract with Monroe County for the Project for the purposes therein contained. By: Notary Public Print Name My commission expires: Seal AGREEMENT 00500-Page 76 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL GENERAL REQUIREMENTS Section 00750 General Conditions Section 00970 Project Safety and Health Plan Section 00980 Contractor Quality Control Plan Section 00990 Special Conditions Section 01010 Summary of Work Section 01015 Contractor's Use of the Premises Section 01027 Application for Payment Section 01030 Alternates Section 01040 Project Coordination Section 01045 Cutting and Patching Section 01050 Field Engineering Section 01200 Project Meetings Section 01301 Submittals Section 01310 Progress Schedules Section 01370 Schedule of Values Section 01385 Daily Construction Reports Section 01395 Request for Information — (RFI) Section 01400 Quality Control Section 01410 Testing Laboratory Services Section 01421 Reference Standards and Definitions Section 01500 Temporary Facilities Section 01520 Construction Aids Section 01550 Access Roads and Parking Areas Section 01560 Temporary Controls Section 01590 Field Offices and Sheds Section 01595 Construction Cleaning Section 01600 Material and Equipment Section 01630 Post-Proposal Substitutions Section 01640 Product Handling Section 01700 Contract Closeout Section 01710 Final Cleaning Section 01720 Project Record Documents Section 01730 Operation and Maintenance Data Section 01740 Warranties GENERAL REQUIREMENTS Page 77 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL Section 00750 General Conditions of the Contract for Construction Table of Articles 1. General Provisions 2. Owner 3. Contractor 4. Administration of the Contract 5. Subcontractors 6. Construction by Owner or By Other Contractors 7. Changes in the Work 8. Time 9. Payments and Completion 10.Protection of Persons and Property 11.Insurance and Bonds 12.Uncovering and Correction of Work 13.Miscellaneous Provisions 14.Termination or Suspension of the Contract GENERAL REQUIREMENTS Page 78 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 00750 GENERAL CONDITIONS OF THE CONTRACT 1.0 GENERAL PROVISIONS 1.1 Basic Definitions 1.1.1 The Contract Documents: The Contract Documents consist of the Agreement between Owner and Contractor, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, addenda issued prior to execution of the Contract, Owners proposal documents, other documents listed in the Agreement and Modifications issued after execution of the Contract, and the Contractor's proposal and supporting documentation. A Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a Construction Change Directive or (4) a written order for a minor change in the Work issued by AMEC/Engineer. 1.1.2 The Contract: The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. The Contract may be amended or modified only by a Modification. The Contract Documents shall not be construed to create a contractual relationship of any kind (1) between the Engineer and Contractor, (2) between Sustainability Manager and Contractor, (3) between the AMEC/Engineer and Sustainability Manager, (4) between the Owner and a Subcontractor or (5) between any persons or entities other than the Owner and Contractor. The Owner shall, however, be entitled to enforce the obligations under the Contract intended to facilitate performance of the duties of Sustainability Manager and AMEC/Engineer. 1.1.3 The Work: The term "Work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, materials, equipment and services provided or to be provided by the Contractor to fulfill the Contractor's obligations. The Work may constitute the whole or a part of the Project. 1.1.4 The Project: The Project is the total construction of which the Work performed under the Contract Documents may be the whole or a part and which may include construction by other Contractors and by the Owner's own forces including persons or entities under separate contracts not administered by Sustainability Manager. 1.1.5 The Drawings: The Drawings are the graphic and pictorial portions of the Contract Documents, wherever located and whenever issued, showing the design, location and dimensions of the Work, generally including plans, elevations, sections, details, schedules and diagrams. 1.1.6 The Specifications: The Specifications are that portion of the Contract Documents consisting of the written requirements for materials, equipment, construction systems, standards and workmanship for the Work, and performance of related services. 1.1.7 The Project Manual: The Project Manual is the volume usually assembled for the Work which may include the proposal requirements, sample forms, Conditions of the Contract and Specifications. GENERAL CONDITIONS OF CONTRACT 00750-Page 79 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 1.2 Execution, Correlation and Intent 1.2.2 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents. 1.2.3 The intent of the Contract Document is to include all items necessary for the proper execution and completion of the Work by the contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the intended results. 1.2.4 Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. 1.2.5 Unless otherwise stated in the Contract Documents, words which have well-known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. 1.2.6 Where on any of the drawings a portion of the Work is drawn out and the remainder is indicated in outline, the parts drawn out shall also apply to all other like portions of the Work. 1.3 Ownership and Use of Engineer's Drawings, Specifications and Other Documents 1.3.1 The Drawing, Specifications and other documents prepared by the AMEC/Engineer are instruments of the Engineer's service through which the Work to be executed by the Contractor is described. The Contractor may retain one contract record set. Neither the Contractor nor any Subcontractor, Sub-subcontractor or material or equipment supplier shall own or claim a copyright in the Drawings, Specifications and other documents prepared by the AMEC/Engineer. All copies of them, except the Contractor's record set, shall be returned or suitably accounted for to AMEC/Engineer on request, upon completion of the Work. The Drawings, Specifications and other documents prepared by the Engineer, and copies thereof furnished to the Contractor, are for use solely with respect to the Project. They are not to be used by the Contractor or any Subcontractor, Sub-subcontractor or material or equipment suppliers unless they are granted a limited license to use and reproduce applicable portions of the Drawings, Specifications and other documents prepared by the Engineer appropriate to and for use in the execution of their Work under the Contract Documents. All copies made under this license shall bear the statutory copyright notice, if any, shown on the Drawings, Specifications and other documents prepared by the Engineer. Submittal or distribution to meet official regulatory requirements or for other purposes in connection with this Project is not to be construed as publication in derogation of copyright or other reserved rights 1.3.2 Unless otherwise provided in the Contract Documents, the Contractor will be furnished, two (2) original sealed copies and one (1) electronic copy of Drawings, Specifications and the Project Manual free of charge for the execution of the Work. Additional copies may be obtained from AMEC/Engineer at a fee of $5.00 per page for full size drawings (.25 per page for written specifications or I Vx 17" drawings). 1.4 Capitalization GENERAL CONDITIONS OF CONTRACT 00750-Page 80 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 1.4.1 Terms capitalized in these General Conditions include those which are (1) specifically defined, (2) the titles of numbered articles and identified references to Paragraphs, Subparagraphs and Clauses in the document or (3) the titles of other documents published by the American Institute of Architects. 1.5 Interpretation 1.5.1 In the interest of brevity the Contract Documents frequently omit modifying words such as "all" and "any" and articles such as "the" and "an," but the fact that a modifier or an article is absent from one statement and appears in another is not intended to affect the interpretation of either statement. 2.0 OWNER 2.1 Definition 2.1.1 The Owner is Monroe County. The term "Owner" means the Owner or the Owner's authorized representative. 2.2 Information and Services Required of the Owner 2.2.2 Not applicable 2.2.3 Not applicable 2.2.4 Information or services under the Owner's control shall be furnished by the Owner with reasonable promptness to avoid delay in orderly progress of the Work. 2.2.5 Unless otherwise provided in the Contract Documents, the Contractor will be furnished two (2) original sealed copies and one (1) electronic copy of Drawings, Specifications and the Project Manual free of charge for the execution of the Work as provided in Subparagraph 1.3.2. 2.2.6 The Owner shall forward all communications to the Contractor through Sustainability Manager and may contemporaneously provide the same communications to the Engineer. 2.2.7 The foregoing are in addition to other duties and responsibilities of the Owner enumerated herein and especially those in respect to Article 6 (Construction by Owner or by Other Contractors), Article 9 (Payments and Completion) and Article 11 (Insurance and Bonds). 2.3 Owner's Right to Stop the Work 2.3.1 If the Contractor fails to correct Work which is not in accordance with the requirements of the contract Documents as required by Paragraph 12.2 or persistently fails to carry out Work in accordance with the Contract Documents, the Owner, by written order signed personally or by an agent specifically so empowered by the Owner, may order the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, the right of the Owner to stop the Work shall not give rise to a duty on the part of the Owner to exercise this right for the benefit of the Contractor or any other person or entity. 2.4 Owner's Right to Carry Out the Work 2.4.1 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a three-day period after receipt of written notice from the Owner to commence and continue correction of such default or neglect with diligence and GENERAL CONDITIONS OF CONTRACT 00750-Page 81 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL promptness, the Owner may after such three-day period give the Contractor a second written notice to correct such deficiencies within a three-day period. If the Contractor within such second three-day period after receipt of such second notice fails to commence and continue to correct any deficiencies, the Owner may, without prejudice to other remedies the Owner may have, correct such deficiencies. In such case an appropriate Change Order shall be issued deducting from payments then or thereafter due the Contractor the cost of correcting such deficiencies, including compensation for another contractor or subcontractor or Sustainability Manager's and Engineer's and their respective consultants' additional services and expenses made necessary by such default, neglect or failure. If payments then, or thereafter, due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner. In the event of clean-up issues, Owner has right to provide a minimum of 24 hours' notice. In the event of safety issues determined to be of a serious nature, as determined by AMEC/Engineer, notice will be given, and contractor is required to rectify deficiency immediately. 3.0 CONTRACTOR 3.1 Definition 3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred to throughout this Agreement as if singular in number. The term "Contractor" means the Contractor or the Contractor's authorized representative. 3.1.2 The plural term "Contractors" refers to persons or entities who perform construction under Conditions of the Contract that are administered by Sustainability Manager, and that are identical or substantially similar to these Conditions. 3.2 Review of Contract Documents and Field Conditions by Contractor 3.2.1 The Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by the Owner pursuant to Subparagraph 2.2.2 and shall at once report to AMEC/Engineer errors, inconsistencies or omissions discovered. The Contractor shall not be liable to the Owner, Sustainability Manager or AMEC/Engineer for damage resulting from errors, inconsistencies or omissions in the Contract Documents unless the Contractor recognized such error, inconsistency or omission and knowingly failed to report it to AMEC/Engineer. If the Contractor performs any construction activity knowing it involves a recognized error, inconsistency or omission in the Contract Documents without such notice to AMEC/Engineer, the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable costs for correction. 3.2.2 The Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to the Contractor with the Contract Documents before commencing activities. Errors, inconsistencies or omissions discovered shall be reported to AMEC/Engineer at once. 3.2.3 The Contractor shall perform the Work in accordance with the Contract Documents and submittals approved pursuant to Paragraph 3.12. 3.3 Supervision and Construction Procedures 3.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construction GENERAL CONDITIONS OF CONTRACT 00750-Page 82 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under this Contract, subject to overall coordination of AMEC/Engineer as provided in Subparagraphs 4.6.3 and 4.6.5. 3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's employees, Subcontractors and their agents and employees, and other persons performing portions of the Work under a contract with the Contractor. 3.3.3 The Contractor shall not be relieved of obligations to perform the Work in accordance with the Contract Documents either by activities or duties of Sustainability Manager or AMEC/Engineer in its administration of the Contract, or by test, inspections or approvals required or performed by persons other than the Contractor. 3.3.4 The Contractor shall inspect portions of the Project related to the Contractor's Work in order to determine that such portions are in proper condition to receive subsequent work. 3.3.5 The Contractor shall verify that the Construction Documents being worked with are the most recent and updated available, including all Addenda information. Also the Contractor will perform the work strictly in accordance with this contract. 3.4 Labor and Materials 3.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. 3.4.2 The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Contract. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. 3.4.3 The Contractor is responsible for the conduct of his employees at all times. Misconduct, destruction of property, unsafe practices, or violation of any Federal or State regulations including abuse of alcohol or drugs, will be cause for permanent dismissal from the project. If any Contractor's employee is determined to be detrimental to the Project, as deemed by AMEC/Engineer, the Contractor will remove and/or replace the employee at the request of AMEC/Engineer. Employees dismissed from the project will be transported from the job site at the Contractor's expense. 3.4.4 The Contractor shall be totally responsible for the security of his work, materials, equipment, supplies, tools, machinery, and construction equipment. 3.4.5 The Contractor shall be responsible for complete, timely and accurate field measurements as necessary for proper coordination, fabrication and installation of his materials and equipment. The Contractor agrees to cooperate with AMEC/Engineer, if required, to accommodate any discovered variations or deviations from the Drawings and Specifications so that the progress of the Work is not adversely affected. 3.5 Warranty 3.5.1 The Contractor warrants to the Owner, Sustainability Manager and AMEC/Engineer that materials and equipment furnished under the Contract will be of good quality and new unless otherwise required or permitted by the Contract Documents, that the Work will be free from GENERAL CONDITIONS OF CONTRACT 00750-Page 83 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL defects not inherent in the quality required or permitted, and that the Work will conform with the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective. The Contractor's warranty excludes remedy for damage or defect caused by abuse, modifications not executed by the Contractor, improper or insufficient maintenance, improper operation, or normal wear and tear under normal usage. If required by AMEC/Engineer, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. 3.6 Taxes 3.6.1 The Contractor shall pay sales, consumer, use and similar taxes for the Work or portions thereof provided by the Contractor which are legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into effect. 3.7 Permits, Fees and Notices 3.7.1 The County and/or the Engineer/AMEC has applied for the applicable environmental and County permits. However, the Contractor shall secure and pay for licenses, inspections, testing, and surveys required by Federal, State, or Municipal entities having jurisdiction over the project for the proper execution and completion of the Work which are customarily secured after execution of the Contract and which are legally required at the time bids are received. 3.7.2 The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations and lawful orders of public authorities bearing on performance of the Work. 3.7.3 It is not the Contractor's responsibility to ascertain that the Contract Documents are in accordance with applicable laws, statutes, ordinances, building codes, and rules and regulations. However, if the Contractor observes that portions of the Contract Documents are at variance therewith, the Contractor shall promptly notify Sustainability Manager, AMEC/Engineer and Owner in writing, and necessary changes shall be accomplished by appropriate Modification. 3.7.4 If the Contractor performs Work knowing it to be contrary to laws, statutes, ordinances, building codes, and rules and regulations without such notice to Sustainability Manager, AMEC/Engineer and Owner, the Contractor shall assume full responsibility for such Work and shall bear the attributable costs. 3.8 Not applicable 3.9 Superintendent 3.9.1 The Contractor shall employ a competent superintendent and necessary assistants who shall be in attendance at the Project site during performance of the Work. The superintendent shall represent the Contractor, and communications given to the superintendent shall be as binding as if given to the Contractor. Important communications shall be confirmed in writing. Other communications shall be similarly confirmed on written request in each case. The superintendent shall be satisfactory to AMEC/Engineer and shall not be changed except with the consent of AMEC/Engineer, unless the superintendent proves to be unsatisfactory to the Contractor or ceases to be in his employ. 3.10 Contractor's Construction Schedule 3.10.1 The Contractor, promptly after being awarded the Contract, shall prepare and submit for the Owner's and AMEC/Engineer's information and Sustainability Manager's approval a GENERAL CONDITIONS OF CONTRACT 00750-Page 84 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL Contractor's Construction Schedule for the Work. Such schedule shall not exceed time limits current under the Contract Documents, shall be revised at appropriate intervals as required by the conditions of the Work and Project, shall be related to the entire Project construction schedule to the extent required by the Contract Documents, and shall provide for expeditious and practicable execution of the Work. This schedule, to be submitted within five (5) days after Notice to Proceed, shall indicate the dates for the starting and completion of the various stages of construction, shall be revised as required by the conditions of the Work, and shall be subject to Sustainability Manager's approval. 3.10.2 The Contractor shall cooperate with AMEC/Engineer in scheduling and performing the Contractor's Work to avoid conflict, delay in or interference with the Work of other Contractors or the construction or operations of the Owner's own forces. 3.10.4 The Contractor shall conform to the most recent schedules. 3.10.5 AMEC/Engineer will schedule and conduct a project meeting at a minimum of one meeting per week in each month which the Contractor shall attend. At this meeting, the parties can discuss jointly such matters as progress, scheduling, and problems. 3.11 Documents and Samples at the Site 3.11.1 The Contractor shall maintain at the site for the Owner one record copy of the Drawings, Specifications, addenda, Change Orders and other Modifications, in good order and marked currently to record changes and selections made during construction, and in addition approved Shop Drawings, Product Data, Samples and similar required submittals. These shall be available to Sustainability Manager and AMEC/Engineer and shall be delivered to AMEC/Engineer for submittal to the Owner upon completion of the Work. 3.12 Shop Drawings, Product Data and Samples 3.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the Work by the Contractor or a Subcontractor, Sub-subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work. 3.12.2 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Contractor to illustrate materials or equipment for some portion of the Work. 3.12.3 Samples are physical examples which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged. 3.12.4 Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents. The purpose of their submittal is to demonstrate for those portions of the Work for which submittals are required the way the Contractor proposes to conform to the information given and the design concept expressed in the Contract Documents. Review by AMEC/Engineer is subject to the limitations of Subparagraph 4.6.12. 3.12.5 The Contractor shall review, approve and submit to AMEC/Engineer, in accordance with the schedule and sequence approved by Sustainability Manager, Shop Drawings, Product Data, Samples and similar submittals required by the Contract Documents. The Contractor shall cooperate with AMEC/Engineer in the coordination of the Contractor's Shop Drawings, Product Data, Samples and similar submittals with related documents submitted by other Contractors. Submittals made by the Contractor which are not required by the Contract Documents may be returned without action. GENERAL CONDITIONS OF CONTRACT 00750-Page 85 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 3.12.6 The Contractor shall perform no portion of the Work requiring submittal and review of Shop Drawings, Product Data, Samples or similar submittals until the respective submittal has been approved by AMEC/Engineer. Such Work shall be in accordance with approved submittals. 3.12.7 By approving and submitting Shop Drawings, Product Data, Samples and similar submittals, the Contractor represents that the Contractor has determined and verified materials, field measurements and field construction criteria related thereto, or will do so, and has checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Documents. 3.12.8 The Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by AMEC/Engineer approval of Shop Drawings, Product Data, Samples or similar submittals unless the Contractor has specifically informed Sustainability Manager and AMEC/Engineer in writing of such deviation at the time of submittal and AMEC/Engineer has given written approval to the specific deviation. The Contractor shall not be relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples or similar submittals by AMEC/Engineer's approval thereof. 3.12.9 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data, Samples or similar submittals, to revisions other than those requested by Sustainability Manager and AMEC/Engineer on previous submittals. 3.12.10 Informational submittals upon which AMEC/Engineer are not expected to take responsive action may be so identified in the Contract Documents. 3.12.11 When professional certification of performance criteria of materials, systems or equipment is required by the Contract Documents, AMEC/Engineer shall be entitled to rely upon the accuracy and completeness of such calculations and certifications. 3.12.12 If materials specified in the Contract Documents are not available on the present market, the Contractor may submit data on substitute materials to AMEC/Engineer for approval by the Owner. 3.13 Use of Site 3.13.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. 3.13.2 The Contractor shall coordinate the Contractor's operations with, and secure the approval of, AMEC/Engineer before using any portion of the site. 3.14 Cutting and Patching 3.14.1 The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit together properly; He shall also provide protection of existing work as required. 3.14.2 The Contractor shall not damage or endanger a portion of the Work or fully or partially completed construction of the Owner's own forces or of other Contractors by cutting, patching, excavating or otherwise altering such construction. The Contractor shall not cut or otherwise alter such construction by other Contractors or by the Owner's own forces except with written consent of AMEC/Engineer, Owner and such other contractors: such consent shall not be GENERAL CONDITIONS OF CONTRACT 00750-Page 86 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL unreasonably withheld. The Contractor shall not unreasonably withhold from the other Contractors or the Owner the Contractor's consent to cutting or otherwise altering the Work. When structural members are involved, the written consent of Sustainability Manager shall also be required. The Contractor shall not unreasonably withhold from AMEC/Engineer or any separate contractor his consent to cutting or otherwise altering the Work. 3.14.3 The Contractor shall arrange for any blockouts, cutouts, or openings required for the installation of his materials and equipment and the execution of his work, whether or not shown or indicated on the Drawings. The Contractor shall be further responsible for sealing and/or finishing, in an acceptable fashion and meeting any applicable code requirements, and such block-out, cutout opening, or other hole in any fire-related floor, ceiling, wall, security wall, or any other finished surface. 3.15 Cleaning Up 3.15.1 The Contractor shall keep the premises and surrounding area free from accumulation of waste materials or rubbish caused by operations under the Contract. At completion of the Work the Contractor shall remove from and about the project waste materials rubbish, the Contractor's tools, construction equipment, machinery and surplus materials. Clean up shall be performed to the satisfaction of the Owner or AMEC/Engineer. 3.15.2 If the Contractor fails to clean up as provided in the Contract Documents, AMEC/Engineer may do so with the Owner's approval and the cost thereof shall be charged to the Contractor. 3.16 Access to Work 3.16.1 The Contractor shall provide the Owner, Sustainability Manager and AMEC/Engineer access to the Work in preparation and progress wherever located. 3.17 Royalties and Patents 3.17.1 The Contractor shall pay all royalties and license fees. The Contractor shall defend suits or claims for infringement of patent rights and shall hold the Owner, Sustainability Manager and AMEC/Engineer harmless from loss on account thereof, but shall not be responsible for such defense or loss when a particular design, process or product of a particular manufacturer or manufacturers is required by the Contract Documents. However, if the Contractor has reason to believe that the required design, process or product is an infringement of a patent, the Contractor shall be responsible for such loss unless such information is promptly furnished to the AMEC/Engineer and Sustainability Manager. 3.18 Indemnification and Hold Harmless 3.18.1 Notwithstanding any minimum insurance requirements prescribed elsewhere in this agreement, Contractor shall defend, indemnify and hold the COUNTY and the COUNTY's elected and appointed officers and employees harmless from and against (i) any claims, actions or causes of action, (ii) any litigation, administrative proceedings, appellate proceedings, or other proceedings relating to any type of injury (including death), loss, damage, fine, penalty or business interruption, and (iii) any costs or expenses that may be asserted against, initiated with respect to, or sustained by, any indemnified party by reason of, or in connection with, (A) any activity of Contractor or any of its employees, agents, contractors or other invitees during the term of this Agreement, (B) the negligence or willful misconduct of Contractor or any of its employees, agents, sub-contractors or other invitees, or (C) Contractor's default in respect of any of the obligations that it undertakes under the terms of this Agreement, except to the extent GENERAL CONDITIONS OF CONTRACT 00750-Page 87 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL the claims, actions, causes of action, litigation, proceedings, costs or expenses arise from the intentional or sole negligent acts or omissions of the COUNTY or any of its employees, agents, contractors or invitees (other than Contractor). Insofar as the claims, actions, causes of action, litigation, proceedings, costs or expenses relate to events or circumstances that occur during the term of this Agreement, this section will survive the expiration of the term of this Agreement or any earlier termination of this Agreement. In the event that the completion of the project (to include the work of others) is delayed or suspended as a result of the Contractor's failure to purchase or maintain the required insurance, the Consultant shall indemnify the County from any and all increased expenses resulting from such delay. Should any claims be asserted against the County by virtue of any deficiency or ambiguity in the plans and specifications provided by the Contractor, the Contractor agrees and warrants that the Contractor shall hold the County harmless and shall indemnify it from all losses occurring thereby and shall further defend any claim or action on the County's behalf. The first ten dollars ($10.00) of remuneration paid to the Contractor is for the indemnification provided for the above. 4.0 ADMINISTRATION OF THE CONTACT 4.1 AMEC/Engineer 4.1.1 The AMEC/Engineer is the person lawfully licensed to practice engineering or any entity lawfully practicing engineering identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. 4.2 Sustainability Manager 4.2.1 Sustainability Manager is the person identified as such in the Agreement and is referred to throughout the Contract Documents. The term "Sustainability Manager" means Monroe County Sustainability Program Manager or Sustainability Manager's authorized representative. 4.3 Duties, responsibilities and limitations of authority of Sustainability Manager and AMEC/Engineer as set forth in the Contract Documents shall not be restricted, modified or extended without written consent of the Owner, Sustainability Manager, Engineer and Contractor. Consent shall not be unreasonably withheld. 4.4 In case of termination of employment of Engineer, the Owner shall appoint an Engineer whose status under the Contract Documents shall be that of the former Architect/Engineer. 4.5 Not Used 4.6 Administration of the Contract 4.6.1 Sustainability Manager and AMEC/Engineer will provide administration of the Contract as described in the Contract Documents, and will be the Owner's representatives (1) during construction, (2) until final payment is due and (3) with the Owner's concurrence, from time to time during the correction period described in Paragraph 12.2. Sustainability Manager and AMEC/Engineer will advise and consult with the Owner and will have authority to act on behalf of the Owner only to the extent provided in the Contract Document, unless otherwise modified by written instrument in accordance with other provision of the Contract. GENERAL CONDITIONS OF CONTRACT 00750-Page 88 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 4.6.2 AMEC/Engineer will determine in general that the Work is being performed in accordance with the requirements of the Contract Documents, will keep the Owner informed of the progress of the Work, and will endeavor to guard the Owner against defects and deficiencies in the Work. 4.6.3 AMEC/Engineer will provide for coordination of the activities of other Contractors and of the Owner's own forces, if any, with the Work of the Contractor, who shall cooperate with them. The Contractor shall participate with other Contractors or subcontractors and AMEC/Engineer Owner in reviewing their construction schedules when directed to do so. The Contractor shall make any revisions to the Construction schedule deemed necessary after a joint review and mutual agreement. The construction schedules shall constitute the schedules to be used by the Contractor, other Contractors, AMEC/Engineer and the Owner until subsequently revised. 4.6.4 Not used. 4.6.5 AMEC/Engineer will visit the site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the completed Work and to determine in general if the Work is being performed in a manner indicating that the Work, when completed, will be in accordance with the Contract Documents. However, AMEC or Sustainability Manager will not be required to make exhaustive or continuous onsite inspections to check quality or quantity of the Work. On the basis of on-site observations of AMEC/Engineer, AMEC will keep the Owner informed of progress of the Work, and will endeavor to guard the Owner against defects and deficiencies in the work. 4.6.6 Sustainability Manager and AMEC/Engineer will not have control over or charge of and will not be responsible for construction means, method, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, since these are solely the Contractor's responsibility as provided in Paragraph 3.3, and neither will be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. Neither Sustainability Manager nor AMEC/Engineer will have control over, or charge of, or be responsible for acts or omissions of the Contractor, Subcontractors, or their agents or employees, or of any other persons performing portions of the Work. 4.6.7 Communications Facilitating Contract Administration. Except as otherwise provided in the Contract Documents or when direct communications have been specially authorized, the Owner and Contractor shall communicate through Sustainability Manager, and shall contemporaneously provide the same communications to the AMEC/Engineer. Communications by and with the Engineer's consultants shall be through the Engineer. Communications by and with Subcontractors and material suppliers shall be through the Contractor. Communications by and with other Contractors shall be through Sustainability Manager and shall be contemporaneously provided to the AMEC/Engineer. 4.6.8 AMEC/Engineer will review and certify all Applications for Payment by the Contractor, including final payment. AMEC/Engineer will assemble each of the Contractor's Applications for Payment with similar Applications from other Contractor into a Project Application for Payment. After reviewing and certifying the amounts due the Contractors, the Project Application for Payment, along with the applicable Contractors' Applications for Payment, will be processed by Sustainability Manager. 4.6.9 Based on AMEC/Engineer's observations and evaluations of Contractors' Applications for Payment, AMEC/Engineer will certify the amounts due the Contractors and will issue a Project Approval for Payment. GENERAL CONDITIONS OF CONTRACT 00750-Page 89 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 4.6.10 AMEC/Engineer will have authority to reject Work which does not conform to the Contract Documents, and to require additional inspection or testing, in accordance with Subparagraphs 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or completed, but will take such action only after notifying Sustainability Manager. Subject to review, Sustainability Manager will have the authority to reject Work which does not conform to the Contract Documents. Whenever AMEC/Engineer considers it necessary or advisable for implementation of the intent of the Contract Documents, AMEC/Engineer have authority to require additional inspection or testing of the work in accordance with Subparagraphs 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or completed. The foregoing authority of Sustainability Manager will be subject to the provisions of Subparagraphs 4.6.18 through 4.6.20 inclusive, with respect to interpretations and decisions of AMEC/Engineer. However, neither AMEC/Engineer's nor Sustainability Manager's authority to act under this Subparagraph 4.6.10 nor a decision made by either of them in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of AMEC/Engineer or Sustainability Manager to the Contractor, Subcontractors, material and equipment suppliers, their agents or employees, or other persons performing any of the Work. 4.6.11 AMEC/Engineer will receive from the Contractor and review and approve all Shop Drawings, Product Data and Samples, coordinate them with information received from other Contractors, and review those recommended for approval. AMEC/Engineer's actions will be taken with such reasonable promptness as to cause no delay in the Work of the Contractor or in the activities of other Contractors or the Owner. 4.6.12 AMEC/Engineer will review and approve or take other appropriate action upon the Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. AMEC/Engineer's action will be taken with such promptness consistent with the constraints of the project schedule so as to cause no delay in the Work of the Contractor or in the activities of the other Contractors, the Owner, or Sustainability Manager, while allowing sufficient time to permit adequate review. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for installation or performance of equipment or systems, all of which remain the responsibility of the Contractor as Contractor as required by the Contract Documents. AMEC/Engineer's review of the Contractor's submittals shall not relieve the Contractor of the obligations under Paragraphs 3.3, 3.5 and 3.12. AMEC/Engineer's review shall not constitute approval of safety precautions or, unless otherwise specifically stated by AMEC/Engineer, of any construction means, methods, techniques, sequences or procedures. AMEC/Engineer's approval of a specific item shall not indicate approval of an assembly of which the item is a component. 4.6.13 Sustainability Manager will prepare Change Orders and Construction Change Directives, in consultation with AMEC/Engineer. 4.6.14 Following consultation with AMEC/Engineer, Sustainability Manager will take appropriate action on Change Orders or Construction Change Directives. 4.6.16 The Contractor will assist AMEC/Engineer in conducting inspections to determine the dates of Substantial completion and final completion, and will receive and forward to AMEC/Engineer written warranties and related documents required by the Contract and assembled by the Contractor. AMEC/Engineer will review and approve a final Project Application for Payment upon compliance with the requirements of the Contract Documents. GENERAL CONDITIONS OF CONTRACT 00750-Page 90 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 4.6.17 AMEC/Engineer will provide one or more project representatives to assist in carrying out their responsibilities at the site. The duties, responsibilities and limitations of authority of such project representatives shall be as set forth in an Exhibit to be incorporated in the Contract Documents. 4.6.18 AMEC/Engineer will interpret and decide matters concerning performance under and requirements of the Contract Documents on written request of the Owner or Contractor. AMEC/Engineer's response to such requests will be made with reasonable promptness and within any time limits agreed upon. If no agreement is made concerning the time within which interpretations required of Engineer shall be furnished in compliance with this Paragraph 4.6, then delay shall not be recognized on account of failure by Engineer to furnish such interpretations until 15 days after written request is made for them. 4.6.19 Interpretations and decisions of Sustainability Manager will be consistent with the intent of and reasonably inferable from the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and decisions, Sustainability Manager will endeavor to secure faithful performance by both Owner and Contractor, will not show partiality to either and will not be liable for results of interpretations or decisions so rendered in good faith. 4.6.20 Sustainability Manager's decisions on matters relating to aesthetic effect will be final if consistent with the intent expressed in the Contract Documents. 4.7 Claims and Disputes 4.7.1 Definition. A Claim is a demand or assertion by one of the parties seeking, as a matter of right, adjustment or interpretation of Contract terms, payment of money, extension of time or other relief with respect to the terms of the Contract. The term "Claim" also includes other disputes and matters in question between the Owner and Contractor arising out of or relating to the Contract. Claims must be made by written notice. The responsibility to substantiate Claims shall rest with the party making the claim. 4.7.2 Meet and Confer. The Contractor and Sustainability Manager shall try to resolve the claim or dispute with meet and confer sessions to be commenced within 15 days of the dispute or claim. Any claim or dispute that the parties cannot resolve shall be decided by the Circuit Court, 16`h Judicial Circuit, Monroe County, Florida. 4.7.3 Time Limits on Claims. Claims by either party must be made within 21 days after occurrence of the event giving rise to such Claim or within 21 days after the claimant first recognizes the condition giving rise to the Claim, whichever is later. Claims must be made by written notice. An additional Claim made after the initial Claim has been implemented by Change Order will not be considered unless submitted in a timely manner. This notice is not a condition precedent to any other legal action or suit. 4.7.4 Continuing Contract Performance. Pending final resolution of a Claim unless otherwise agreed in writing the Contractor shall proceed diligently with performance of the Contract and the Owner shall continue to make payments in accordance with the Contract Documents. 4.7.5 Waiver of Claims: Final Payment. The making of final payment shall constitute a waiver of Claim by the Owner except those arising from: .1 liens, Claims, security interests or encumbrances arising out of the Contract and unsettled; GENERAL CONDITIONS OF CONTRACT 00750-Page 91 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL .2 failure of the Work to comply with the requirements of the Contract Documents; or .3 terms of special warranties required by the Contract Documents. 4.7.6 Claims for Concealed or Unknown Conditions. If conditions are encountered at the site which are (1) subsurface or otherwise concealed physical conditions which differ materially from those indicated in the Contract Documents or (2) unknown physical conditions of an unusual nature, which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, then notice by the observing party shall be given to the other party promptly before conditions are disturbed and in no event later than 21 days after first observance of the conditions. Sustainability Manager will promptly investigate such conditions, and the parties will follow the procedure in paragraph 4.7.2. 4.7.7 Claims for Additional Cost. If the Contractor wishes to make Claim for an increase in the Contract Sum, written notice as provided herein shall be given before proceeding to execute the Work. Prior notice is not required for Claims relating to an emergency endangering life or property arising under Paragraph 10.3 If the Contractor believes additional cost is involved for reasons including but not limited to (1) a written interpretation from Sustainability Manager, (2) a written order for a minor change in the Work issued by AMEC/Engineer, (3) failure of payment by the Owner, (4) termination of the Contract by the Owner, (5) Owner's suspension or (6) other reasonable grounds, Claim shall be filed in accordance with the procedure established herein. 4.7.8 Claims for Additional Time. 4.7.8.1 If the Contractor wishes to make Claim for an increase in the Contract Time, written notice as provided herein shall be given. 4.7.8.2 If adverse weather conditions are the basis for a Claim for additional time, such Claim shall be documented by data substantiating that weather conditions were abnormal for the period of time and could not have been reasonably anticipated, and that weather conditions had an adverse effect on the scheduled construction. 4.7.9 Injury or Damage to Person or Property. If either party to the Contract suffers injury or damage to person or property because of an act or omission of the other party, of any of the other party's employees or agents, or of others for whose acts such party is legally liable, written notice of such injury or damage, whether or not insured, shall be given to the other party within a reasonable time not exceeding 21 days after first observance. The notice shall provide sufficient detail to enable the other party to investigate the matter. If a Claim for additional cost or time related to this Claim is to be asserted, it shall be filed as provided in Subparagraphs 4.7.7 or 4.7.8. 5.0 SUBCONTRACTORS 5.1 Definitions 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the Work at the site. The term "Subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Subcontractor or an authorized representative of the Subcontractor. The term "Subcontractor" does not include other Contractors or subcontractors of other Contractors. GENERAL CONDITIONS OF CONTRACT 00750-Page 92 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 5.1.2 A Sub-subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to perform a portion of the Work at the site. The term "Sub-subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Sub- subcontractor or an authorized representative of the Sub-subcontractor. 5.2 Award of Subcontracts and Other Contracts for Portions of the Work 5.2.1 Unless otherwise stated in the Contract Documents or the bidding requirements, the Contractor, as soon as practicable after award of the Contract, shall furnish in writing to Sustainability Manager for review by the Owner and Sustainability Manager the names of persons or entities (including those who are to furnish materials or equipment fabricated to a special design) proposed for each principal portion of the Work. Sustainability Manager will promptly reply to the Contractor in writing stating whether or not the Owner or Sustainability Manager, after due investigation, has reasonable objection to any such proposed person or entity. Failure of Sustainability Manager to reply promptly shall constitute notice of no reasonable objection. 5.2.2 The Contractor shall not contract with a proposed person or entity to which the Owner or Sustainability Manager has made reasonable and timely objection. The Contractor shall not be required to contract with anyone to whom the Owner or Sustainability Manager has made reasonable objection. 5.2.3 If the Owner or Sustainability Manager refuses to accept any person or entity on a list submitted by the Contractor in response to the requirements of the Contract Documents, the Contractor shall submit an acceptable substitute; however, no increase in the Contract Sum shall be allowed for any such substitution. 5.2.4 The Contractor shall not change a Subcontractor, person or entity previously selected if the Owner or Sustainability Manager makes reasonable objection to such change. 5.3 Subcontractual Relations 5.3.1 By appropriate written agreement, the Contractor shall require each Subcontractor, to the extent of the Work to be performed by the Subcontractor, to be bound to the Contractor by terms of the Contract Documents, and to assume toward the Contractor all the obligations and responsibilities which the Contractor, by these Documents, assumes toward the Owner or Sustainability Manager. Each subcontract agreement shall preserve and protect the rights of the Owner or Sustainability Manager under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights. When appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub-subcontractors. The Contractor shall make available to each proposed Subcontractor, copies of the Contract Documents which the Subcontractor will be bound, and, upon written request of the Subcontractor, identify to the Subcontractor terms and conditions of the proposed subcontract agreement which may be at variance with the Contract Documents. Subcontractors shall similarly make copies of applicable portions of such documents available to their respective proposed Sub-subcontractors. 5.4 Contingent Assignment of Subcontracts 5.4.1 Each subcontract agreement for a portion of the Work is assigned by the Contractor to the Owner provided that: GENERAL CONDITIONS OF CONTRACT 00750-Page 93 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL .1 assignment is effective only after termination of the Contract by the Owner for cause pursuant to Paragraph 14.2 and only for those subcontract agreements which the Owner accepts by notifying the Subcontractor in writing; and .2 assignment is subject to the prior rights of the surety, if any, obligated under public construction bond covering the Contract. i. If the work has been suspended for more than 30 days, the Subcontractor's compensation shall be equitably adjusted. 6.0 CONSTRUCTION BY OWNER OR BY OTHER CONTRACTORS 6.1 Owner's Right to Perform Construction with Own Forces and to Award Other Contracts 6.1.1 The Owner reserves the right to perform construction or operations released to the Project with the Owner's own forces, which include persons or entities under separate contracts not administered by Sustainability Manager. The Owner further reserves the right to award other contracts in connection with other portions of the Project or other construction or operations on the site under Conditions of the Contract identical or substantially similar to these including those portions related to insurance and waiver or subrogation. 6.1.2 When the Owner performs construction or operations with the Owner's own forces including persons or entities under separate contracts not administered by Sustainability Manager, the Owner shall provide for coordination of such forces with the Work of the Contractor who shall cooperate with them. 6.1.3 It shall be the responsibility of the Contractor to coordinate his work with the work of other contractors on the site. The Owner and Sustainability Manager shall be held harmless for any and all costs associated with improper coordination. 6.2 Mutual Responsibility 6.2.1 The Contractor shall afford the Owner's own forces, AMEC/Engineer and other contractors' reasonable opportunity for introduction and storage of their materials and equipment and performance of their activities, and shall connect and coordinate the Contractor's construction and operations with theirs as required by the Contract Documents. 6.2.2 If part of the Contractor's Work depends for proper execution or results AMEC/Engineer upon construction or operations by the Owner's own forces or other contractors, the Contractor shall, prior to proceeding with that portion of the Work, promptly report to any apparent discrepancies or defects in such other construction that would render it unsuitable for such proper execution and results. Failure of the Contractor so to report shall constitute an acknowledgment that the Owner's own forces or other contractors' completed or partially completed construction is fit and proper to receive the Contractor's Work, except as to defects not then reasonably discoverable. 6.2.3 Costs caused by delays or by improperly timed activities or defective construction shall be borne by the Contractor. The Contractor's sole remedy as against the Owner for costs caused by delays or improperly timed activities or defective construction shall be an extension of time. GENERAL CONDITIONS OF CONTRACT 00750-Page 94 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 6.2.4 The Contractor shall promptly remedy damage wrongfully caused by the Contractor to completed or partially completed construction or to property of the Owner or other contractors as provided in Subparagraph 10.2.5. 6.2.5 Claims and other disputes and matters in question between the Contractor and other contractors shall be subject to the provisions of Paragraph 4.7 provided the other contractors have reciprocal obligations. 6.2.6 The Owner and other contractors shall have the same responsibilities for cutting and patching as are described for the Contractor in Paragraph 3.14. 6.2.7 Should the Contractor contend that he is entitled to an extension of time for completion of any portion or portions of the work, he shall, within (72) hours of the occurrence of the cause of the delay, notify Sustainability Manager in writing, of his contention: setting forth (A) the cause for the delay, (B) a description of the portion or portions of work affected thereby, and (C) all details pertinent thereto. A subsequent written application for the specific number of days of extension of time requested shall be made by the Contractor to Sustainability Manager within (72) hours after the delay has ceased to exist. .1 It is a condition precedent to the consideration or prosecution of any claim for an extension of time that the foregoing provisions be strictly adhered to in each instance and, if the Contractor fails to comply, he shall be deemed to have waived the claim. .2 The Contractor agrees that whether or not any delay, regardless of cause, shall be the basis for an extension of time he shall have no claim against the Owner or Sustainability Manager for an increase in the Contract price, nor a claim against the Owner or Sustainability Manager for a payment or allowance of any kind for damage, loss or expense resulting from delays; nor shall the Contractor have any claim for damage, loss or expense resulting from interruptions to, or suspension of, his work to enable other contractors to perform their work. The only remedy available to the Contractor shall be an extension of time. 6.3 Owner's Right to Clean Up 6.3.1 If a dispute arises among the Contractor, other contractors and the Owner as to the responsibility under their respective contracts for maintaining the premises and surrounding area free from waste materials and rubbish as described in Paragraph 3.15, the Owner may clean up and allocate the cost among those responsible as Sustainability Manager determines to be just. 7.0 CHANGES IN THE WORK 7.1 Changes 7.1.1 Changes in the Work may be accomplished after execution of the Contract, and without invalidating the Contract, by Change Order, Construction Change Directive or order for a minor change in the Work, subject to the limitations stated in this Article 7 and elsewhere in the Contract Documents. 7.1.2 A Change Order shall be based upon agreement among the Owner, Sustainability Manager, AMEC/Engineer and Contractor; a Construction Change Directive requires agreement by the Owner and Sustainability Manager and may or may not be agreed to by the Contractor; an order for a minor change in the Work may be issued by AMEC/Contractor alone. GENERAL CONDITIONS OF CONTRACT 00750-Page 95 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract Documents, and the Contractor shall proceed promptly, unless otherwise provided in the Change Order, Construction Change Directive or order for a minor change in the Work. 7.1.4 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities originally contemplated are so changed in a proposed Change Order or Construction Change Directive that application of such unit prices to quantities of Work proposed will cause substantial inequity to the Owner or Contractor, the applicable unit prices shall be equitably adjusted. 7.2 Change Orders 7.2.1 A change Order is a written instrument prepared by AMEC/Engineer and signed by the Owner, Sustainability Manager and Contractor stating their agreement upon all of the following: .1 a change in the Work; .2 the amount of the adjustment in the Contract Sum, if any; and .3 the extent of the adjustment in the Contract Time, if any. 7.2.2 The cost or credit to the Owner resulting from a change in the Work shall be determined in one or more of the following methods: .1 mutual acceptance of lump sum properly itemized and supported by sufficient substantiating data to permit evaluation and payment, and approved by the appropriate authority in writing; .2 unit prices stated in the Contract Documents or subsequently agreed upon, and approved by the appropriate authority in writing; .3 cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee; .4 or by method provided in subparagraph 7.2.3. 7.2.3 If none of the methods set forth in Clauses 7.2.1 or 7.2.2 is agreed upon, the Contractor, provided a written order signed by the Owner or Sustainability Manager is received, shall promptly proceed with the Work involved. The cost of such Work shall then be determined by daily force accounts in a form acceptable to the Owner and Sustainability Manager. The daily force account forms shall identify Contractor and /or Subcontractor personnel by name, total hours for each man, each piece of equipment and total hours for equipment and all material(s) by type for each extra Work activity claim. Each daily force account form shall be signed by the designated Sustainability Manager representative no later than the close of business on the day the Work is performed to verify the items and hours listed. Extended pricing of these forms shall be submitted to Sustainability Manager with all supporting documentation required by Sustainability Manager for inclusion into a change order. Unless otherwise provided in the Contract Documents, cost shall be limited to the following: cost of materials, including sales tax and cost of delivery; cost of labor, including social security, old age and unemployment insurance, and fringe benefits required by agreement or custom; works' or workmen's compensation insurance; and the rental value of equipment and machinery. Markups for overhead and profit will be in accordance with subparagraph 7.2.4. Pending final determination of cost, payments on account shall be made as determined by Sustainability Manager. The GENERAL CONDITIONS OF CONTRACT 00750-Page 96 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL amount of credit to be allowed by the Contractor for any deletion or change, which results in a net decrease in the Contract Sum, will be the amount of the actual net cost to the Owner as confirmed by Sustainability Manager. When both additions and credits covering related Work or substitutions are involved in any one change, the allowance for overhead and profit shall be figured on the basis of the net increase, if any with respect to that change. 7.2.4 The actual cost of Changes in the Work may include all items of labor or material, power tools, and equipment actually used, utilities, pro rata charges for foreman, and all payroll charges such as Public Liability and Workmen's Compensation Insurance. No percentage for overhead and profit shall be allowed on items of Social Security and Sales Tax. If deductions are ordered the amount of credit shall be net cost to Owner as defined in section 5.6.1 of the Contract. Items considered as overhead shall include insurance other than that mentioned above, bond or bonds, superintendent, timekeeper, clerks, watchmen, use of small tools, miscellaneous supplies, incidental job costs, warranties, and all general home/field office expenses. The actual cost of Changes in the Work (other than those covered by unit prices set forth in the Contract Documents) shall be computed as follows: .1 if the Contractor performs the actual Work, the maximum percentage mark-up for overhead shall be five percent (5%) and the maximum percentage for profit shall be five percent (5%); 2 if the Subcontractor performs the actual Work, the subcontractor's percentage mark- up for overhead and profit shall be a maximum addition of ten percent (10%). If the Contractor does not perform the Work, the maximum mark-up for managing the Work will be five percent (5%); 3. If the Subcontractor performs part of the actual Work, his percentage mark-up for overhead and profit shall be a maximum addition of ten percent (10%) on his direct Work only. If the Contractor performs part of the actual Work, his percentage mark-up for overhead and profit shall be a maximum addition of ten percent (10%) on his direct Work only. 7.2.5 The Contractor shall furnish to the Owner through Sustainability Manager, an itemized breakdown of the quantities and prices used in computing the value of any change that might be ordered. Any additional supporting documentation requested by Sustainability Manager such as certified quotations or invoices shall be provided by the Contractor to Sustainability Manager at no additional cost to the Owner. 7.2.6 If the Contractor claims that any instructions given to him by AMEC/Engineer, by drawings or otherwise, involve extra Work not covered by the Contract, he shall give Sustainability Manager written notice thereof within five (5) days after the receipt of such instructions and before proceeding to execute the work, except in emergencies endangering life or property, in which case the Contractor shall proceed in accordance with Paragraph 10.3. .1 The written notice to Sustainability Manager for the Extra Work shall include a complete description of the extra Work, the total cost and a detailed cost breakdown by labor, material and equipment for each additional activity required to be performed. Mark-ups shall be limited as specified elsewhere in this Article. .2 Except as otherwise specifically provided, no claim for additional cost shall be allowed unless the complete notice specified by this subparagraph is given by the Contractor. 7.2.7 Unless otherwise agreed in writing, the Contractor shall carry on the Work and maintain its progress during any dispute or claim proceeding, and Owner shall continue to make GENERAL CONDITIONS OF CONTRACT 00750-Page 97 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL payments to the Contractor in accordance with the Contract Documents. Disputes unresolved shall be settled in accordance with subparagraph 4.7. The Contractor shall maintain completed daily force account forms in accordance with subparagraph 7.2.3 for any dispute or claim item. 7.3 Authority 7.3.1 AMEC/Engineer will have authority to order minor changes in the Work not involving adjustment in the Contract sum or extension of the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes shall be effected by written order issued through AMEC/Engineer and shall be binding on the Owner and Contractor. The Contractor shall carry out such written order promptly. 8.0 TIME 8.1 Definitions 8.1.1 Unless otherwise provided, Contract Time is the period of time, including authorized adjustments, allotted in the Contract Documents for Substantial Completion of the Work. 8.1.2 The date of commencement of the Work is the date established in the Agreement. The date shall not be postponed by the failure to act of the Contractor or of persons or entities for which the Contractor is responsible. 8.1.3 The date of Substantial Completion is the date certified by Sustainability Manager in accordance with Paragraph 9.8. 8.1.4 The term "day" as used in the Contract Documents shall mean calendar day unless otherwise specifically defined. 8.1.5 The Owner/Sustainability Manager shall be the final judge as to whether Substantial Completion has been achieved and certifies the date to the Contractor. 8.2 Progress and Completion 8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract. By executing the Agreement the Contractor confirms that the Contract Time is a reasonable period for performing the Work. 8.2.2 The Contractor shall not knowingly, except by agreement or instruction of the Owner in writing, prematurely commence operations on the site or elsewhere prior to the effective date of insurance required by Article 11 to be furnished by the Contractor. The date of commencement of the Work shall not be changed by the effective date of such insurance. 8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract Time. 8.3 Delays and Extensions of Time 8.3.1 If the Contractor is delayed, at any time, in the progress of the Work by any act or neglect of the Owner, Sustainability Manager, or the AMEC/Engineer, or by any employee of either, or by any separate contractor employed by the Owner, or by changes ordered in the Work, or by fire, unusual delay in transportation, adverse weather conditions not reasonably anticipatable, unavoidable casualties or any causes beyond the Contractor's control, or by delay GENERAL CONDITIONS OF CONTRACT 00750-Page 98 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL authorized by the Owner, Sustainability Manager, or by any other cause which Sustainability Manager determines may justify the delay, then the Contract Time shall be extended by no cost Change Order for such reasonable time as Sustainability Manager may determine, in accordance with subparagraph 6.2.7. 8.3.2 Any claim for extension of time shall be made in writing to Sustainability Manager not more than Seventy-two (72) hours after the commencement of the delay in accordance with paragraph 6.2.7; otherwise it shall be waived. Any claim for extension of time shall state the cause of the delay and the number of days of extension requested. If the cause of the delay is continuing, only one claim is necessary, but the Contractor shall report the termination of the cause for the delay within seventy-two (72) hours after such termination in accordance with paragraph 6.2.7; otherwise, any claim for extension of time based upon that cause shall be waived. 8.3.3 No claim for an increase in the Contract Sum for either acceleration or delay will be allowed for extensions of time pursuant to this Paragraph 8.3 or for other changes in the Construction Schedules. 8.3.4 If the Project is delayed as a result of the Contractor's refusal or failure to begin the Work on the date of commencement as defined in Paragraph 8.1.2, or his refusal or failure to carry the Work forward expeditiously with adequate forces, the Contractor causing the delay shall be liable for, but not limited to, delay claims from other Contractors which are affected. 9.0 PAYMENTS AND COMPLETION 9.1 Contract Sum 9.1.1 The Contract Sum is stated in the Agreement and, including authorized adjustments, is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. 9.2 Schedule of Values 9.2.1 Before submittal of the first Application for Payment, the Contractor shall submit to AMEC/Engineer, a schedule of values allocated to various portions of the Work, prepared in such form and supported by such data to substantiate its accuracy as AMEC/Engineer may require. This schedule, unless objected to by Sustainability Manager, shall be used as a basis for reviewing the Contractor's Applications for Payment. 9.3 Applications for Payment 9.3.1 At least fifteen days before the date established for each progress payment, the Contractor shall submit to AMEC/Engineer an itemized Application for Payment for Work completed in accordance with the schedule of values. Such application shall be notarized and supported by such data substantiating the Contractor's right to payment as the Owner or Sustainability Manager may require, such as copies of requisitions from Subcontractors and material suppliers, and reflecting retainage if provided for elsewhere in the Contract Documents. .1 Such applications may include request for payment on account of changes in the Work which have been properly authorized by Construction Change Directives but not yet included in Change Orders. GENERAL CONDITIONS OF CONTRACT 00750-Page 99 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL .2 Such applications may not include requests for payment of amounts the Contractor does not intend to pay to a Subcontractor or material supplier because of a dispute or other reason. 9.3.2 Unless otherwise provided in the Contract Documents, payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work. If approved in advance by the Owner, payment may similarly be made for materials and equipment suitably stored off the site at a location agreed upon in writing. Payment for materials and equipment stored on or off the site shall be conditioned upon compliance by the Contractor with procedures satisfactory to the Owner to establish the Owner's title to such materials and equipment or otherwise protect the Owner's interest, and shall include applicable insurance, storage and transportation to the site for such materials and equipment stored off the site. 9.3.3 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment all Work for which approval for payment have been previously issued and payments received from the Owner shall, to the best of the Contractor's knowledge, information and belief, be free and clear of liens, claims security interests or encumbrances in favor of the Contractor, Subcontractors, material suppliers, or other persons or entities making a claim by reason of having provided labor, materials and equipment relating to the Work. All Subcontractors and Sub-subcontractors shall execute an agreement stating that title will so pass, upon their receipt of payment from the Contractor. The warranties are for the administrative convenience of the Owner only and do not create an obligation on the part of the Owner to pay directly any unpaid subcontractor, laborer or materialmen. Such persons must seek payment from the Contractor or his public construction bond surety only. 9.4 Approval for Payment 9.4.1 AMEC/Engineer will assemble a Project Application for Payment by combining the Contractor's applications with similar applications for progress payments from other Contractors and certify the amounts due on such applications. 9.4.2 After the AMEC/Engineer's receipt of the Project Application for Payment, AMEC/Engineer will either recommend approval to the Sustainability Manager for the Application for Payment, with a copy to the Contractor, for such amount as AMEC/Engineer recommends to the Sustainability Manager is properly due, or notify the Contractor in writing of AMEC/Engineer's reasons for withholding approval in whole or in part as provided in Subparagraph 9.5.1 9.4.3 The issuance of a separate Approval for Payment will constitute representations made by AMEC/Engineer to the Owner, based on their individual observations at the site and the data comprising the Application for Payment submitted by the Contractor, that the Work has progressed to the point indicated and that, to the best of AMEC/Engineer's knowledge, information and belief, quality of the Work is in accordance with the Contract Documents. The foregoing representations are subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to results of subsequent tests and inspections, to minor deviations from the Contract Documents correctable prior to completion and to specific qualifications expressed by AMEC/Engineer. The issuance of a separate Approval for Payment will further constitute a representation that the Contractor is entitled to GENERAL CONDITIONS OF CONTRACT 00750-Page 100 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL payment in the amount approved. However, the issuance of a separate Approval for Payment will not be a representation that AMEC/Engineer has (1) made exhaustive or continuous on-site inspections to check the quality or quantity of the Work, (2) reviewed the Contractor's construction means, methods, techniques, sequences or procedures, (3) reviewed copies of requisitions received from Subcontractors and material suppliers and other data requested by the Owner to substantiate the Contractor's right to payment or (4) made examination to ascertain how or for what purpose the Contractor has used money previously paid on account of the Contract Sum. 9.5 Decisions to Withhold Approval 9.5.1 AMEC/Engineer may decline to approve an Application for Payment if, in his opinion, the application is not adequately supported. If the Contractor and AMEC/Engineer cannot agree on a revised amount, AMEC/Engineer shall process the Application for the amount it deems appropriate. AMEC/Engineer may also decline to approve any Application for Payment because of subsequently discovered evidence or subsequent inspections. It may nullify, in whole or part, any approval previously made to such extent as may be necessary in its opinion because of: (1) defective Work not remedied; (2) third party claims filed or reasonable evidence indicating probable filing of such claims; (3) failure of the Contractor to make payments properly to Subcontractors or for labor, materials, or equipment; (4) reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum; (5) damage to AMEC/Engineer, Sustainability Manager, the Owner, or another contractor working at the project; (6) reasonable evidence that the Work will not be completed within the contract time; (7) persistent failure to carry out the Work in accordance with the Contract Documents. No payment shall be made to the Contractor until certificates of insurance or other evidence of compliance by the Contractor, with all the requirements of Article 11, have been filed with the Owner and Sustainability Manager. 9.5.2 When the above reasons for withholding approval are removed, approval will be made for amounts previously withheld. 9.6 Progress Payments 9.6.1 After AMEC/Engineer has issued an Approval for Payment, the Owner shall make payment in the manner and within the time provided in the Contract Documents, and shall so notify AMEC/Engineer. From the total of the amount determined to be payable on a progress payment, a retainage in accordance with the Florida Local Government Prompt Payment Act, Chapter 218, Florida Statutes will be deducted and retained by the Owner until the final payment is made. The balance of the amount payable, less all previous payments, shall be approved for payment. .1 It is understood and agreed that the Contractor shall not be entitled to demand or receive progress payment based on quantities of Work in excess of those provided in the proposal or covered by approved change orders, except when such excess quantities have been determined by AMEC/Engineer and Sustainability Manager to be a part of the final quantity for the item of Work in question. .2 No progress payment shall bind the Owner to the acceptance of any materials or Work in place, as to quality or quantity. All progress payments are subject to correction at the time of final payments. GENERAL CONDITIONS OF CONTRACT 00750-Page 101 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 9.6.2 The Contractor shall promptly pay each Subcontractor, upon receipt of payment from the Owner, out of the amount paid to the Contractor on account of such Subcontractor's portion of the Work, the amount to which said Subcontractor is entitled, reflecting percentages actually retained from payments to the Contractor on account of such Subcontractor's portion of the Work. The Contractor shall, by appropriate agreement with each Subcontractor, require each Subcontractor to make payments to Sub-subcontractors in similar manner. 9.6.3 AMEC/Engineer will, on request, furnish to a Subcontractor, if practicable, information regarding percentages of completion or amounts applied for by the Contractor and action taken thereon by the Owner and Sustainability Manager on account of portions of the Work done by such Subcontractor. 9.6.4 Neither the Owner nor Sustainability Manager shall have an obligation to pay, or to see to, the payment of money to a Subcontractor except as may otherwise be required by law. 9.6.5 Payment to material suppliers shall be treated in a manner similar to that provided in Subparagraphs 9.6.2, 9.6.3 and 9.6.4. 9.6.6 A progress payment, or partial or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the Contract Documents. 9.6.7 All material and work covered by partial payments made shall thereupon become the sole property of the Owner, and by this provision shall not be construed as relieving the Contractor from the sole responsibility for the materials and Work upon which payments have been made or the restoration for any damaged material, or as a waiver of the right of the Owner or Sustainability Manager to require the fulfillment of all the terms of the Contract. 9.6.8 Except in case of bona fide disputes, or where the Contractor has some other justifiable reason for delay, the Contractor shall pay for all transportation and utility services not later than the end of the calendar month following that in which services are rendered and for all materials, tools, and other expendable equipment which are delivered at the site of the Project. The Contractor shall pay to each of his Subcontractors, not later than the end of the calendar month in which each payment is made to the Contractor, the representative amount allowed the Contractor on account of the Work performed by the Subcontractor. The Contractor shall, by an appropriate agreement with each Subcontractor, also require each Subcontractor to make payments to his suppliers and Sub-subcontractors in a similar manner. 9.8 Substantial Completion 9.8.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. 9.8.2 When the Contractor considers that the Work, or a portion thereof which the Owner agrees to accept separately, is substantially complete, the Contractor and AMEC/Engineer shall jointly prepare a comprehensive list of items to be completed or corrected. The Contractor shall proceed promptly to complete and correct items on the list. Failure to include an item on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. Upon receipt of the list, AMEC/Engineer will make an inspection to determine whether the Work or designated portion thereof is substantially complete. If the inspection discloses any item, whether or not included on the list, which is not in accordance with the requirements of the Contract Documents, the Contractor shall, before issuance of the GENERAL CONDITIONS OF CONTRACT 00750-Page 102 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL Certificate of Substantial Completion, complete or correct such item upon notification by AMEC/Engineer. The Contractor shall then submit a request for another inspection by AMEC/Engineer, to determine Substantial Completion. When the Work or designated portion thereof is substantially complete, AMEC/Engineer will prepare a Certificate of Substantial Completion, shall establish responsibilities of the Owner and Contractor for security, maintenance, heat, utilities, damage to the Work and insurance, and shall fix the time within which the Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. The Certificate of Substantial Completion shall be submitted to the Owner and Contractor for their written acceptance of responsibilities assigned to them in such Certificate. 9.8.3 Upon Substantial Completion of the Work or designated portion thereof and upon application by the Contractor and certification by AMEC/Engineer and Sustainability Manager, the Owner shall make payment, reflecting adjustment in retainage, if any, for such Work or portion thereof as provided in the Contract Documents. 9.9 Partial Occupancy or Use 9.9.1 The Owner may occupy or use any completed or partially completed portion of the Work at any stage when such portion is designated by separate agreement with the Contractor, provided such occupancy or use is consented to by the insurer as required under Subparagraph 11.3.1 and authorized by public authorities having jurisdiction over the Work. Such partial occupancy or use may commence whether or not the portion is substantially complete, provided the Owner and Contractor have accepted in writing the responsibilities assigned to each of them for payments, retainage if any, security, maintenance, heat, utilities, damage to the Work and insurance, and have agreed in writing concerning the period for correction of the Work and commencement of warranties required by the Contract Documents. When the Contractor considers a portion substantially complete, the Contractor and AMEC/Engineer shall jointly prepare a list as provided under Subparagraph 9.8.2. Consent of the Contractor to partial occupancy or use shall not be unreasonably withheld. The stage of the progress of the Work shall be determined by written agreement between the Owner and Contractor or, if no agreement is reached, by decision of Sustainability Manager. 9.9.2 Immediately prior to such partial occupancy or use, the Owner, Sustainability Manager, AMEC/Engineer and Contractor shall jointly inspect the area to be occupied or portion of the Work to be used in order to determine and record the condition of the Work. 9.9.3 Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the Work shall not constitute acceptance of Work not complying with the requirements of the Contract Documents. 9.10 Final Completion and Final Payment 9.10.1 Upon completion of the Work, the Contractor shall forward to AMEC/Engineer a written Notice that the Work is ready for final inspection and acceptance and shall also forward to AMEC/Engineer a final Contractor's Application for Payment. Upon receipt, AMEC/Engineer will promptly make such inspection. When AMEC/Engineer finds the Work acceptable under the Contract Documents and the Contract fully performed, AMEC/Engineer will promptly issue a final Approval for Payment stating that to the best of their knowledge, information and belief, and on the basis of their observations and inspections, the Work has been completed in GENERAL CONDITIONS OF CONTRACT 00750-Page 103 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL accordance with terms and conditions of the Contract Documents and that the entire balance found to be due the Contractor and noted in said final Approval is due and payable. AMEC/Engineer's final Approval for Payment will constitute a further representation that conditions listed in Subparagraph 9.10.2 as precedent to the Contractor's being entitled to final payment have been fulfilled. 9.10.2 Neither final payment nor any remaining retained percentage shall become due until the Contractor submits to AMEC/Engineer and Sustainability Manager (1) an affidavit that payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or the Owner's property might be responsible or encumbered (less amounts withheld by Owner) have been paid or otherwise satisfied, (2) a certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is made, is currently in effect and will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Owner, (3) a written statement that the Contractor knows of no substantial reason that the insurance will not be renewable to cover the period required by the Contract Documents, (4) consent of surety, if any, to final payment and (5), if required by the Owner, other data establishing payment or satisfaction of obligations, such as receipts, releases and waivers of liens, claims, security interests or encumbrances arising out of the Contract. The following documents (samples included in section 1027) are required for Final Payment: (1) Application and Certificate for Payment (2) Continuation Sheet (3) Certificate of Substantial Completion (4) Contractor's Affidavit of Debts and Claims (5) Contractor's Affidavit of Release of Liens (6) Final Release of Lien (7) Contractor shall provide two (2) hard copies in tabulated divided binders and one (1) saved electronically tabbed and indexed in Adobe Acrobat file (.PDF) format delivered on a downloadable CD/DVD of all the following but not limited to: A .Project Record Documents (As Built Documents). B. Operating and maintenance data, instructions to the Owner's personnel. C. Warranties, bond and guarantees. D. Keys and keying schedule. E. Spare parts and maintenance materials. F. Electronic copies of approved submittals G. Evidence of payment and final release of liens and consent of surety to final release (includes final release from all utilities and utility companies). 9.10.3 Acceptance of final payment by the Contractor, a Subcontractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and GENERAL CONDITIONS OF CONTRACT 00750-Page 104 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL identified by that payee as unsettled at the time of final Application for Payment. Such waivers shall be in addition to the waiver described Subparagraph 4.7.5. 9.11 Payment of Subcontractors 9.11.1 Any requirement of this Article 9 that the Contractor furnish proof to the Owner or Sustainability Manager that the subcontractors and materialmen have been paid is for the protection and convenience of the Owner only. Unpaid subcontractors and materialmen may only seek payment from the Contractor and the surety that provided the Contractor's Public Construction Bond. The Contractor must insert this paragraph 9.11 in all its contracts with subcontractors and materialmen. 10.0 PROTECTION OF PERSONS AND PROPERTY 10.1 Safety Precautions and Programs 10.1.1 The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the performance of the Contract. The Contractor shall submit the Contractor's safety program to AMEC/Engineer for review, approval and coordination with the safety programs of other Contractors. 10.1.2 In the event the Contractor encounters on the site material reasonably believed to be asbestos or polychlorinated biphenyl (PCB) which has not been rendered harmless, the Contractor shall immediately stop Work in the area affected and report the condition to the Owner, Sustainability Manager and AMEC/Engineer in writing. The Work in the affected area shall not thereafter be resumed except by written agreement of the Owner and Contractor if in fact the material is asbestos or polychlorinated biphenyl (PCB) and has not been rendered harmless. The Work in the affected area shall be resumed in the absence of asbestos or polychlorinated biphenyl (PCB), or when it has been rendered harmless, by written agreement of the Owner and Contractor. 10.1.3 The Contractor shall not be required pursuant to Article 7 to perform without consent any Work relating to asbestos or polychlorinated biphenyl (PCB). 10.1.5 If reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons resulting from a material or substance encountered on the site by the Contractor, the Contractor shall, upon recognizing the condition, immediately stop Work in the affected area and report the condition to AMEC/Engineer and Sustainability Manager in writing. The Owner, Contractor and Sustainability Manager shall then proceed in the same manner described in Subparagraph 10.1.2. 10.1.6 The Owner shall be responsible for obtaining the services of a licensed laboratory to verify a presence or absence of the material or substance reported by the Contractor and, in the event such material or substance is found to be present, to verify that it has been rendered harmless. Unless otherwise required by the Contract Documents, the Owner shall furnish in writing to the Contractor, AMEC/Engineer and Sustainability Manager the names and qualifications of persons or entities who are to perform tests verifying the presence or absence of such material or substance or who are to perform the task of removal or safe containment of GENERAL CONDITIONS OF CONTRACT 00750-Page 105 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL such material or substance. The Contractor, AMEC/Engineer and Sustainability Manager will promptly reply to the Owner in writing stating whether or not any of them has reasonable objection to the persons or entities proposed by the Owner. If the Contractor, AMEC/Engineer or Sustainability Manager has an objection to a person or entity proposed by the Owner, the Owner shall propose another to whom the Contractor, AMEC/Engineer and Sustainability Manager have no reasonable objection. 10.2 Safety of Persons and Property 10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury or loss to: .1 employees on the Work and other persons who maybe affected thereby; .2 the Work and materials and equipment to be incorporated therein, whether in storage on or off the site, under care, custody or control of the Contractor or the Contractor's Subcontractors or Sub-subcontractors; .3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction; and .4 construction or operations by the Owner or other Contractors. 10.2.2 The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations and lawful orders of public authorities bearing on safety of persons or property or their protection from damage, injury or loss. 10.2.3 The Contractor shall erect and maintain, as required by existing conditions and performance of the Contract, reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites and utilities. 10.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary for execution of the Work, the Contractor shall exercise utmost care and carry on such activities under supervision of properly qualified personnel. 10.2.5 The Contractor shall promptly remedy damage and loss to property referred to in Clauses 10.2.1.2, 10.2.1.3, 10.2.1.4 caused in whole or in part by the Contractor, a Subcontractor, a Sub-subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts they may be liable and for which the Contractor is responsible under Clauses 10.2.1.2, 10.2.1.3 and 10.2.1.4, except damage or loss attributable to acts or omissions of the Owner, Sustainability Manager or AMEC/Engineer or anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable, and not attributable to the fault or negligence of the Contractor. The foregoing obligations of the Contractor are in addition to the Contractor's obligations under Paragraph 3.18. 10.2.6 The Contractor shall designate a responsible member of the Contractor's organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated by the Contractor in writing to the Owner, AMEC/Engineer or Sustainability Manager. 10.2.7 The Contractor shall not load or permit any part of the construction or site to be loaded so as to endanger its safety. GENERAL CONDITIONS OF CONTRACT 00750-Page 106 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 10.3 Emergencies 10.3.1 In an emergency affecting safety of persons or property, the Contractor shall act, at the Contractor's discretion, to prevent threatened damage, injury or loss. Additional compensation or extension of time claimed by the Contractor on account of an emergency shall be determined as provided in Paragraph 4.7 and Article 7. 10.4 Site Specific Safety Plan See Section 00970 for minimum requirements of job site safety plan. 11.0 INSURANCE AND BONDS 11.1.1 Prior to commencement of Work governed by this contract (including the pre-staging of personnel and material), the Contractor shall obtain, at its own expense, insurance as specified in the schedule set forth in Section 00110 Bid Form which are made part of this Agreement. The Contractor will ensure that the insurance obtained will extend protection to all subcontractors engaged by the Contractor. As an alternative the Contractor may require all subcontractors to obtain insurance consistent with the attached schedules. 11.1.2 The Contractor will not be permitted to commence Work governed by the Agreement (including pre-staging of personnel and material) until satisfactory evidence of the required insurance has been furnished to the County as specified below. Delays in the commencement of Work resulting from the failure of the Contractor to provide satisfactory evidence of the required insurance shall not extend deadlines specified in this Agreement and any penalties and failure to perform assessments shall be imposed as if the Work commenced on the specified date and time, except for the Contractor's failure to provide satisfactory evidence of insurance. 11.1.3 The Contractor shall maintain the required insurance throughout the entire term of this contract and any extensions specified in any attached schedules. Failure to comply with this provision may result in the immediate suspension of all Work until the required insurance has been reinstated or replaced. Delays in the completion of Work resulting from the failure of the Contractor to maintain the required insurance shall not extend deadlines specified in this Agreement and any penalties and failure to perform assessments shall be imposed as if the Work commenced on the specified date and time, except for the Contractor's failure to provide satisfactory evidence of insurance. 11.1.4 The Contractor shall provide, to the County in care of Sustainability Manager as satisfactory evidence of the required insurance, either: Certificate of Insurance Or A certified copy of the actual insurance policy 11.1.5 The County, at its sole option, has the right to request a certified copy of any or all insurance policies required by this Contract. GENERAL CONDITIONS OF CONTRACT 00750-Page 107 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 11.1.6 All insurance policies must specify that they are not subject to cancellation, nonrenewal, material change, or reduction in coverage unless a minimum of thirty (30) days prior notification is given to the County by the insurer. 11.1.7 The acceptance and/or approval of the Contractor's insurance shall not be construed as relieving the Contractor from any liability or obligation assumed under this contract or imposed by law. 11.1.8 The Monroe County Board of County Commissioners, its employees and officials will be included as "Additional Insured" on all policies, except for Worker's Compensation. 11.1.9 In addition, the County will be named as an additional insured and loss payee on all policies covering County-owned property. 11.1.10 Any deviations from these General Insurance Requirements must be requested in writing on the County prepared form entitled "Request for Waiver of Insurance Requirements" and approved by the Monroe County's Risk Manager. 11.2 Builder's Risk Insurance: Not Required 11.3 Public Construction Bond 11.3.1 A Public Construction Bond in the amount of the cost of construction is a requirement of this Contract. 12.0 UNCOVERING AND CORRECTION OF WORK 12.1 Uncovering of Work 12.1.1 If a portion of the Work is covered contrary to AMEC/Engineer's request or to requirements specifically expressed in the Contract Documents, it must, if required in writing by AMEC/Engineer, be uncovered for their observation and be replaced at the Contractor's expense without change in the Contract Time. 12.1.2 If a portion of the Work has been covered which AMEC/Engineer has not specifically requested to observe prior to its being covered, AMEC/Engineer may request to see such Work and it shall be uncovered by the Contractor, if such Work is in accordance with the Contract Documents, costs of uncovering and replacement shall, by appropriate Change Order, be charged to the Owner, if such Work is not in accordance with the Contract Documents, the Contractor shall pay such costs unless the condition was caused by the Owner or one of the other Contractors in which event the Owner shall be responsible for payment of such costs. 12.2 Correction of Work 12.2.1 The Contractor shall promptly correct Work rejected by AMEC/Engineer or failing to conform to the requirements of the Contract Documents, whether observed before or after Substantial Completion and whether or not fabricated, installed or completed. The Contractor shall bear costs of correcting such rejected Work, including additional testing and inspections and compensation for AMEC/Engineer's services and expenses made necessary thereby. 12.2.2 If, within one year after the date of Substantial Completion of the Work or designated portion thereof, or after the date for commencement of warranties established under Subparagraph 9.9, or by terms of an applicable special warranty required by the Contract GENERAL CONDITIONS OF CONTRACT 00750-Page 108 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL Documents, any of the Work is found to be not in accordance with the requirements of the Contract Documents, the Contractor shall correct it promptly after receipt of written notice from the Owner to do so unless the Owner has previously given the Contractor a written acceptance of such condition. This period of one year shall be extended with respect to portions of Work first performed after Substantial Completion by the period of time between Substantial Completion and the actual performance of the Work. This obligation under this Subparagraph 12.2.2 shall survive acceptance of the Work under the Contract and termination of the Contract. The Owner shall give such notice promptly after discovery of the condition. 12.2.3 The Contractor shall remove from the site portions of the Work which are not in accordance with the requirements of the Contract Documents and are neither corrected by the Contractor nor accepted by the Owner. 12.2.4 If the Contractor fails to correct nonconforming Work within a reasonable time, the Owner may correct it in accordance with Paragraph 2.4. If the Contractor does not proceed with correction of such nonconforming Work within a reasonable time fixed by written notice from AMEC/Engineer, the Owner may remove it and store the salvageable materials or equipment at the Contractor's expense. If the Contractor does not pay costs of such removal and storage within ten days after written notice, the Owner may upon ten additional days' written notice sell such materials and equipment at auction or at private sale and shall account for the proceeds thereof, after deducting costs and damages that should have been borne by the Contractor, including compensation for AMEC/Engineer's services and expenses made necessary thereby. If such proceeds of sale do not cover costs which the Contractor should have borne, the Contract Sum shall be reduced by the deficiency. If payments then or thereafter due the Contractor are not sufficient to cover such amount, the Contractor shall pay the difference to the Owner. 12.2.5 The Contractor shall bear the cost of correcting destroyed or damaged construction, whether completed or partially completed, of the Owner or other Contractors caused by the Contractor's correction or removal of Work which is not in accordance with the requirements of the Contract Documents. 12.2.6 Nothing contained in this Paragraph 12.2 shall be construed to establish a period of limitation with respect to other obligations which the Contractor might have under the Contract Documents. Establishment of the time period of one year as described in Subparagraph 12.2.2, relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish the Contractor's liability with respect to the Contractor's obligations other than specifically to correct the Work. 12.3 Acceptance of Nonconforming Work 12.3.1 If the Owner prefers to accept Work which is not in accordance with the requirements of the Contract Documents, the Owner may do so instead of requiring its removal and correction, in which case the Contract Sum will be reduced as appropriate and equitable. Such adjustment shall be effected whether or not final payment has been made. 13.0 MISCELLANEOUS PROVISIONS 13.1 Governing Law GENERAL CONDITIONS OF CONTRACT 00750-Page 109 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 13.1.1 The contract shall be governed by the laws of the State of Florida. Venue for any claims or disputes arising under this contract shall be in the Circuit Court of the 16th Judicial Circuit of the State of Florida. 13.2 Successors and Assigns 13.2.1 The Owner or Sustainability Manager (as the case may be) and the Contractor each binds himself, his partners, successors, assigns, and legal representatives of such other party in respect to all covenants, agreements, and obligations contained in the Contract Documents. Neither party to the Contract shall assign the Contract or sublet it as a whole without the written consent of the other. 13.2.2 The Contractor shall not assign any monies due or to become due under this Contract without prior written consent of the Owner or Sustainability Manager. 13.3 Written Notice 13.3.1 Any written notices or correspondence given pursuant to this contract shall be sent by United States Mail, certified, return receipt requested, or by courier with proof of delivery. Notice shall be sent to the following persons: For Contractor: For Owner: Sustainability Program Manager County Administrator 102050 Overseas Highway, Ste. 246 1100 Simonton St., Ste. 2-205 Key Largo, FL 33037 Key West, FL 33040 13.4 Rights and Remedies 13.4.1 Duties and obligations imposed by the Contract Documents and rights and remedies available there under shall be in addition to and not a limitation of duties, obligations, rights and remedies otherwise imposed or available by law. 13.4.2 No action or failure to act by the Owner, Sustainability Manager, AMEC/Engineer or Contractor shall constitute a waiver of a right or duty afforded them under the contract, nor shall such action or failure to act constitute approval of or acquiescence in a breach there under, except as may be specifically agreed in writing. 13.5 Tests and Inspections 13.5.1 Tests, inspections and approvals of portions of the Work required by the Contract Documents or by laws, ordinances, rules, regulations or orders of public authorities having GENERAL CONDITIONS OF CONTRACT 00750-Page 110 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL jurisdiction shall be made at an appropriate time. Unless otherwise provided, the Contractor shall make arrangements for such tests, inspections and approvals with an independent testing laboratory or entity acceptable to the Owner, or with the appropriate public authority, and shall bear all related costs of tests, inspections and approvals. The Contractor shall give AMEC/Engineer timely notice of when and where tests and inspections are to be made so AMEC/Engineer may observe such procedures. The Owner shall bear costs of test, inspections or approvals which do not become requirements until after bids are received or negotiations concluded. 13.5.2 If AMEC/Engineer, Sustainability Manager, Owner or public authorities having jurisdiction determine that portions of the Work require additional testing, inspection or approval not included under Subparagraph 13.5.1, AMEC/Engineer will, upon written authorization from the Sustainability Manager or Owner, instruct the Contractor to make arrangements for such additional testing, inspection or approval by an entity acceptable to the Owner, and the Contractor shall give timely notice to AMEC/Engineer of when and where tests and inspections are to be made so AMEC/Engineer may observe such procedures. The Owner shall bear such costs except as provided in Subparagraph 13.5.3. 13.5.3 If such procedures for testing, inspection or approval under Subparagraphs 13.5.1 and 13.5.2 reveal failure of the portions of the Work to comply with requirements established by the Contract Documents, the Contractor shall bear all costs made necessary by such failure including those of repeated procedures and compensation for AMEC/Engineer's services and expenses. 13.5.4 Required certificates of testing, inspection or approval shall, unless otherwise required by the Contract Documents, be secured by the Contractor and promptly delivered to AMEC/Engineer. 13.5.5 If AMEC/Engineer is to observe tests, inspections or approvals required by the Contract Documents, AMEC/Engineer will do so promptly and, where practicable, at the normal place of testing. 13.5.6 Test or inspections conducted pursuant to the Contract Documents shall be made promptly to avoid unreasonable delay in the Work. 13.7 Commencement of Statutory Limitation Period 13.7.1 The statute of limitations applicable to this contact are as provided in Section 95.11 (3) (C), Florida Statutes. 14.0 TERMINATION OR SUSPENSION OF THE CONTRACT 14.1 Termination by the Owner for Cause 14.1.1 The Owner may terminate the Contract if the Contractor: .1 persistently or repeatedly refuses or fails to supply enough properly skilled workers or proper materials; .2 fails to make payment to Subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the Subcontractors; GENERAL CONDITIONS OF CONTRACT 00750-Page 111 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL .3 persistently disregards laws, ordinances, or rules, regulations or orders of a public authority having jurisdiction; or .4 Otherwise is guilty of substantial breach of a provision of the Contract Documents. 14.1.2 When any of the above reasons exist, the Owner, after consultation with AMEC/Engineer„ and upon certification by Sustainability Manager that sufficient cause exists to justify such action, may without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contractor's surety, if any, 72 hours written notice, terminate employment of the Contractor and may, subject to any prior rights of the surety: .1 take possession of the site and of all materials, equipment, tools, and construction equipment and machinery thereon owned by the Contractor; .2 accept assignment of subcontracts pursuant to Paragraph 5.4; and .3 finish the Work by whatever reasonable method the Owner may deem expedient. 14.1.3 When the Owner terminates the Contract for one of the reasons stated in Subparagraph 14.1.1, the Contractor shall not be entitled to receive further payment until the Work is finished. 14.2 Suspension or Termination by the Owner for Convenience 14.2.1 The Owner may, without cause, order the Contractor in writing to terminate, suspend, delay or interrupt the Work in whole or in part for such period of time as the Owner may determine. 14.2.2 In the event of Termination the Owner shall pay for work completed to date of Termination. GENERAL CONDITIONS OF CONTRACT 00750-Page 112 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 00970 PROJECT SAFETY AND HEALTH PLAN REGULATIONS AND POLICIES A. Every Contractor and Subcontractor employed on the Project shall comply with all applicable local, State, and Federal safety and health regulations and with Monroe County safety and health policies as described herein. The Contractor shall comply with OSHA (Occupational Safety and Health Administration) Parts 1910 and 1926, Construction Industry Standards and Interpretations, and with this supplement. Requests for variances or waiver from this supplement are to be made to the Contracting Officer in writing supported by evidence that every reasonable effort has been made to comply with the contractual requirements. A written request for a waiver or a variance shall include-- (1) Specific reference to the provision or standard in question; (2) An explanation as to why the waiver is considered justified; and (3) The Contractor's proposed alternative, including technical drawings, materials, or equipment specifications needed to enable the Contracting Officer to render a decision. No waiver or variance will be approved if it endangers any person. The Contractor shall not proceed under any requested revision of provision until the Contracting Officer has given written approval. The Contractor is to hold and save harmless Monroe county Florida free from any claims or causes of action whatsoever resulting from the Contractor or subcontractors proceeding under a waiver or approved variance. Copies of OSHA Parts 1910 and 1926, Construction Industry Standards and Interpretations, may be obtained from: U.S. Government Printing Office Bookstore 710 North Capitol Street N.W. Washington, DC http://www.qpo.gov/about/bookstore.htm GENERAL CONTRACTOR REQUIREMENTS SAFETY PROGRAM Each Contractor and sub-contractor is to demonstrate that he or she has facilities for conducting a safety program commensurate with the work under contract. The Contractor is to submit in writing a proposed comprehensive site specific safety program for approval to the Contracting Officer for Monroe County before the start of construction operations. PROJECT SAFETY AND HEALTH PLAN 00970-Page 113 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL The program is to specifically state what provisions the Contractor proposes to take for the health and safety of all employees, including subcontractors and rental equipment operators. The program shall be site specific and provide details relevant to the work to be done, the hazards associated with the work, and the actions that will be necessary to minimize the identified hazards. The Safety Program will also be required to provide emergency contact person, emergency planning and a personnel evacuation plan for any hurricane evacuation event. 1.2 PRECONSTRUCTION SAFETY MEETING Representatives for the Contractor are to meet with the Contracting Officer (CO) or the CO's representative before the start of construction to discuss the safety program and the implementation of all health and safety standards pertinent to the work under this contract. 1.3 JOINT SAFETY POLICY COMMITTEE The Contractor or designated on-site representative is to participate in monthly meetings of a joint Safety Policy Committee with AMEC/Engineer and Contractor supervisory personnel. At these meetings the Contractor's project manager and the Contracting Officer will review the effectiveness of the Contractor's safety effort, resolve current health and safety problems, and coordinate safety activities for upcoming work. 1.4 SAFETY PERSONNEL Each Contractor is to designate a competent supervisory employee satisfactory to the Contracting Officer to administer the safety program. The Mandatory Safety and Health Rules shall be posted in a conspicuous location along with the OSHA and Emergency Phone Number posters. 1.5 SAFETY MEETINGS A minimum of one "on-the-job" or "toolbox" safety meeting is to be conducted each week by all field supervisors or foremen and attended by mechanics and all construction personnel at the jobsite. The Contractor is to also conduct regularly scheduled supervisory safety meetings at least monthly for all levels of job supervision. Each Contractor and Subcontractor shall be expected to indoctrinate his employees as to the safety and health requirements of this project and to enforce adherence to safe work procedures. Each Contractor and Subcontractor shall cooperate fully with all other contractors in their respective safety and health programs. PROJECT SAFETY AND HEALTH PLAN 00970-Page 114 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 1.6 SAFETY INSPECTION The Contractor shall perform frequent and regular safety inspections of the jobsite, materials, and equipment, and shall correct deficiencies. Good housekeeping shall be observed at all times. Waste, debris, and garbage shall be removed daily or placed in appropriate waste containers. All materials, tools, and equipment shall be stored in a safe and orderly fashion. Each contractor shall donate 10% of their staff to a crew that will convene every Friday at 1:00 pm for a joint site clean-up effort not to exceed duration of three hours. In summary, there will be a three-part clean-up plan. 1. The first part consists of the contractor cleaning up on a daily basis, his workstations, and his trade work. 2. The second part consists of the general clean-up, the concerted effort by all trade contractors working on the project. A minimum of one (1) crew is to be utilized by each contractor, or 10%, whichever is more. 3. The third part consists of the Owner cleaning up for a particular trade contractor should adequate notice not compel him to clean up his work. In this case, the appropriate contractors will be back charged. Shortly after the award of the contract and prior to the beginning of work, an Activity Hazard Analysis (phase plan) shall be prepared by the contractor and submitted to Monroe County for approval. The analysis will address the hazards for each activity to be performed in that phase and will present the procedures and safeguards necessary to eliminate the hazards or reduce the risk to an acceptable level. A phase is defined as an operation involving a type of work presenting hazards not experienced in previous operations or where a new subcontractor or work crew is to perform work. The analysis will be discussed by the contractor and Monroe County on-site representatives at the Preparatory Inspection Meeting. Work will not proceed on that phase until the Activity Hazard Analysis (phase plan) has been accepted by Monroe County. If Monroe County notifies any Contractor of any noncompliance with the provisions of this program, the Contractor shall make all reasonable efforts to immediately correct the unsafe conditions or acts. Satisfactory corrective action shall be taken within the specified time. If the Contractor or Subcontractor refuses to correct unsafe or unhealthy conditions or acts, Monroe County shall take one or more of the following steps: a. Cease the operation or a portion thereof. b. Stop payment for the work being performed. c. Correct the situation using other forces and back charge the Contractor expenses incurred. d. Increase withholding in proportional increments for that given pay period. PROJECT SAFETY AND HEALTH PLAN 00970-Page 115 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 1.7 FIRST AID TRAINING Every Contractor foreman's work crew must include an employee who has a current first aid certificate from the, American Red Cross, or other Monroe County-approved organization. 1.8 REPORTS Each Contractor is to maintain an accurate record of all job-related deaths, diseases, or disabling injuries. The records shall be maintained in a manner approved by the Contracting Officer. A copy of all reports is to be provided to the Contracting Officer. All fatal or serious injuries are to be reported immediately to the Contracting Officer, and every assistance is to be given in the investigation of the incident, including submission of a comprehensive narrative report to the Contracting Officer. Other occurrences with serious accident potential, such as equipment failures, slides, and cave-ins, must also be reported immediately. The Contractor is to assist and cooperate fully with the Contracting Officer in conducting accident investigations. The Contracting Officer is to be furnished all information and data pertinent to investigation of an accident. 1.9 CERTIFICATION OF INSURANCE Contractors are to provide the Contracting Officer or his or her authorized representative with certificates of insurance before the start of operations indicating full compliance with State Worker's Compensation statutes, as well as other certificates of insurance required under the contract. 2.0 FIRST AID AND MEDICAL FACILITIES 2.1 FIRST AID KITS A 16-unit first aid kit approved by the American Red Cross is to be provided at accessible, well- identified, locations at the ratio of at least 1 kit for each 25 employees. The first aid kits are to be moisture proof and dust tight, and the contents of the kits are to be replenished as used or as they become ineffective or outdated. 2.2 EMERGENCY FIRST AID At least one employee certified to administer emergency first aid must be available on each shift and duly designated by the Contractor to care for injured employees. The names of the certified employees shall be posted at the jobsite. 2.4 COMMUNICATION AND TRANSPORTATION Prior to the start of work, the Contractor is to make necessary arrangements for prompt and dependable communications, transportation, and medical care for injured employees. PROJECT SAFETY AND HEALTH PLAN 00970-Page 116 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 2.5 FIRST AID AND MEDICAL REPORTS The Contractor is to maintain a record system for first aid and medical treatment on the jobsite. Such records are to be readily available to the Contracting Officer and are to include-- (a) A daily treatment log listing chronologically all persons treated for occupational injuries and illnesses; (b) Cumulative record of injury for each individual; (c) Monthly statistical records of occupational injuries, classified by type and nature of injury; and (d) Required records for worker's compensation. 2.5 SIGNS AND DIRECTIONAL MARKINGS Adequate identification and directional markers are to be provided to readily denote the location of all first aid stations. 2.6 EMERGENCY LISTING A listing of telephone numbers and addresses of doctor, rescue squad, hospital, police, and fire departments is to be provided at all first aid locations. 3.0 PHYSICAL QUALIFICATIONS OF EMPLOYEES: 3.1 GENERAL REQUIREMENTS Persons employed throughout the contract are to be physically qualified to perform their assigned duties. Employees must not knowingly be permitted or required to work while their ability or alertness is impaired by fatigue, illness, or any other reason that may jeopardize themselves or others. No personal radios or stereos will be allowed on the job-site. 3.2 HOIST OPERATORS Operators of cranes, cableways, and other hoisting equipment shall be examined annually by a physician and provided with a certification stating that they are physically qualified to safely operate hoisting equipment. The Contractor is to submit a copy of each certification to the Contracting Officer. 3.3 HEAVY EQUIPMENT OPERATORS It is recommended that operators of trucks and heavy construction equipment be given physical examinations to determine if they are physically qualified to perform their assigned work without endangering themselves or others. PROJECT SAFETY AND HEALTH PLAN 00970-Page 117 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 3.4 MOTOR VEHICLE OPERATORS Operators of motor vehicles engaged primarily in the transportation of personnel are to be 18 years of age or older and have a valid state operator's permit or license for the equipment being operated. The operators must have passed a physical examination administered by a licensed physician within the past year showing that they are physically qualified to operate vehicles safely. 4.0 PERSONAL PROTECTIVE EQUIPMENT: 4.1 HARDHAT AREAS The entire jobsite, with the exception of offices, shall be considered a hardhat area. All persons entering the area are, without exception, required to wear hardhats. The Contractor shall provide hardhats for visitors entering hardhat areas. 4.1.1 LABELS Hardhats shall bear a manufacturer's label indicating design compliance with the appropriate ANSI (American National Standards Institute) standard. 4.2 POSTING Signs at least 3 by 4 feet worded as follows with red letters (minimum 6 inches high) and white background shall be erected at access points to designated hardhat areas: CONSTRUCTION AREA - HARDHATS REQUIRED BEYOND THIS POINT These signs are to be furnished and installed by the Contractor at entries to shops, construction yards, and job access points. 4.3 SAFETY GOGGLES (DRILLERS) 4.3.1 DRILLERS AND HELPERS. Drillers and helpers operating pneumatic rock drills/concrete saws must wear protective safety goggles. 5.0 MACHINERY AND MECHANIZED EQUIPMENT: 5.1 SAFE CONDITION Before any machinery or mechanized equipment is initially used on the job, it must be inspected and tested by qualified personnel and determined to be in safe operating condition and appropriate for the intended use. Operators shall inspect their equipment prior to the beginning of each shift. Any deficiencies or defects shall be corrected prior to using the equipment. Safety equipment, such as seatbelts, installed on machinery is to be used by equipment operators. PROJECT SAFETY AND HEALTH PLAN 00970-Page 118 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 5.2 TAGGING AND LOCKING The controls of power-driven equipment under repair are to be locked. An effective lockout and tagging procedure is to be established, prescribing specific responsibilities and safety procedures to be followed by the person or persons performing repair work. Mixer barrels are to be securely locked out before permitting employees to enter them for cleaning or repair. 5.3 HAUL ROADS FOR EQUIPMENT 5.3.1 ROAD MAINTENANCE The Contractor shall maintain all roadways, including haul roads and access roads, in a safe condition so as to eliminate or control dust and ice hazards. Wherever dust is a hazard, adequate dust-laying equipment shall be available at the jobsite and utilized to control the dust. 5.3.2 SINGLE-LANE HAUL ROADS Single-lane haul roads with two-way traffic shall have adequate turnouts. Where turnouts are not practical, a traffic control system shall be provided to prevent accidents. 5.3.3 TWO-WAY HAUL ROADS On two-way haul roads, arrangements are to be such that vehicles travel on the right side wherever possible. Signs and traffic control devices are to be employed to indicate clearly any variations from a right-hand traffic pattern. The road shall be wide enough to permit safe passage of opposing traffic, considering the type of hauling equipment used. 5.3.4 DESIGN AND CONSTRUCTION OF HAUL ROADS Haul road design criteria and drawings, if requested by the Contracting Officer, are to be submitted for approval prior to road construction. Sustained grades shall not exceed 12 percent and all curves shall have open-sight line with as great a radius as practical. All roads shall be posted with curve signs and maximum speed limits that will permit the equipment to be stopped within one-half the minimum sight distance. 5.3.5 OPERATORS. Machinery and mechanized equipment shall be operated only by authorized qualified persons. 5.3.6 RIDING ON EQUIPMENT Riding on equipment by unauthorized personnel is prohibited. Seating and safety belts shall be provided for the operator and all passengers. 5.3.7 GETTING ON OR OFF EQUIPMENT Getting on or off equipment while the equipment is in motion is prohibited. PROJECT SAFETY AND HEALTH PLAN 00970-Page 119 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 5.3.8 HOURS OF OPERATION. Except in emergencies, an equipment operator shall not operate any mobile or hoisting equipment for more than 12 hours without an 8-hour rest interval away from the job. 5.4 POWER CRANES AND HOISTS (TRUCK CRANES, CRAWLER CRANES, TOWER CRANES, GANTRY CRANES, HAMMERHEAD CRANES, DERRICKS, CABLEWAYS, AND HOISTS) 5.4.1 PERFORMANCE TEST Before initial onsite operation, at 12-month intervals, and after major repairs or modification, power cranes, derricks, cableways, and hoists must satisfactorily complete a performance test to demonstrate the equipment's ability to safely handle and maneuver the rated loads. The tests shall be conducted in the presence of a representative of the Contracting Officer. Test data shall be recorded and a copy furnished the Contracting Officer. 5.4.2 PERFORMANCE TEST—POWER CRANES (Crawler mounted, truck mounted and wheel mounted) The performance test is to be carried out as per ANSI requirements. The test is to consist of raising, lowering, and braking the load and rotating the test load through 3600 degrees at the specified boom angle or radius. Cranes equipped with jibs or boom-tip extensions are to be tested using both the main boom and the jib, with an appropriate test load in each case. 5.4.3 PERFORMANCE TEST—DERRICKS, GANTRY CRANES, TOWER CRANES, CABLEWAYS, AND HOISTS, INCLUDING OVERHEAD CRANES This equipment is to be performance tested as per ANSI requirements. 5.4.4 BOOM ANGLE INDICATOR Power cranes (includes draglines) with booms capable of moving in the vertical plane shall be provided with a boom angle indicator in good working order. 5.4.5 CRANE TEST CERTIFICATION. The performance test required by 5.4.2 and 5.4.3 is fulfilled if the Contractor provides the Contracting Officer a copy of a certificate of inspection made within the past 12 months by a qualified person or by a government or private agency satisfactory to the Contracting Officer. 5.4.6 POSTING FOR HIGH VOLTAGE LINES A notice of the 10-foot (or greater) clearance required by OSHA 1926.550, Subpart N, shall be posted in the operator's cab of cranes, shovels, boom-type concrete pumps, backhoes, and related equipment. PROJECT SAFETY AND HEALTH PLAN 00970-Page 120 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 5.4.7 BOOM STOPS Cranes or derricks with cable-supported booms, except draglines, shall have a device attached between the gantry of the A-frame and the boom chords to limit the elevation of the boom. The device shall control the vertical motions of the boom with increasing resistance from 83' or less, until completely stopping the boom at not over 87' above horizontal. 5.4.8 SAFETY HOOKS Hooks used in hoisting personnel or hoisting loads over construction personnel or in the immediate vicinity of construction personnel shall be forged steel equipped with safety keepers. When shackles are used under these conditions, they shall be of the locking type or have the pin secured to prohibit turning. 5.5.1 ROLLOVER PROTECTIVE STRUCTURES OSHA 1926, Subpart W, Overhead Protection, Sections 1001 and 1002 are applicable regardless of the year in which the equipment was manufactured and regardless of the struck capacity of the equipment. 5.5.2 EQUIPMENT REQUIRING ROPS The requirement for ROPS meeting 5.5.1 above applies to crawler and rubber-tired tractors such as dozers, push-and-pull tractors, winch tractors, tractors with backhoes, and mowers; off- highway, self-propelled, pneumatic-tired earthmovers, including scrapers, motor graders and loaders; and rollers, compactors, water tankers (excluding trucks with cabs). These requirements shall also apply to agricultural and industrial tractors and similar equipment. 5.5.3 EQUIPMENT REQUIRING SEATBELTS The requirements for seatbelts as specified in OSHA Subpart 0, Motor Vehicles, Mechanized Equipment, and Marine Operations, Section 1926.602 shall also apply to self-propelled compactors and rollers, and rubber-tired skid-steer equipment. 5.6 LIFT PLAN A Crane Lift or concrete boom truck Plan is required for any crane lift on a Monroe County project. Lifts exceeding 75% of the cranes stability / structural capacity chart, requiring movement of a crane carriage with the load, personnel platforms, sensitive loads (long lead time, cost), loads requiring two (or more) hooks, work over occupied facilities or work involving encroachment on public rights of way are considered critical. These lifts must be authorized in advance. Critical crane lift plans, if authorized, may have to be reviewed by a professional engineer (the contractor shall budget the PE review within project budget). Additionally, a critical lift JHA shall be submitted with the crane lift plan. PROJECT SAFETY AND HEALTH PLAN 00970-Page 121 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL Crane Lift Plans must be submitted at least 48 hours (2 business days) prior to mobilization — 5 days for critical and helicopter lifts. Crane Lift Plans must be based on "worst case" combination of load weight with chart deductions and lift radius for a specific crane configuration in a specific location. The Crane Lift Plan may be valid for more than one day, as long as the configuration, location, maximum expected load, and maximum expected radius does not change. Use multiple lift plans for multiple locations. The Crane Lift Plan must be COMPLETE along with attachments — see Section 5 for the required Attachments. All rigging devices MUST bear the name of the manufacturer and be certified as to their capacity. Custom-fabricated devices (lifting beams, spreader bars, etc.) may be acceptable with proper PE stamp or proof testing as required by applicable standards. Capacities shall be marked and legible on all such devices. Work that is not anticipated in the Crane Lift Plan, but may arise due to site conditions (moving equipment, loading materials onto floors, etc.) must be reviewed with Monroe County prior to hoisting. Changes affecting crane configuration and / or location may require the Crane Lift Plan to be amended. The contractor is responsible to visit the site prior to the lift date to review documentary information pertaining to the site, which is maintained by Monroe County. The contractor is responsible (determining adequacy, supplying and installing) for all supporting material (as defined within 29 CFR 1926.1402) necessary for the crane lift. The contractor is responsible to obtain all information that is necessary to develop a power line safety plan. The contractor is responsible to train all personnel involved in the Assembly / Disassembly and or Crane Lift. The contractor must provide the following information along with the Crane Lift Plan: • Competent / Qualified Person Designation Forms for A/D Director, Operator, Rigger, Signal Person • Load Chart (complete with notes) • Range Chart • Dimension Illustration and Specifications for Crane • Lightning and Wind Restrictions (from operators manual) • Area (Quadrant) of Operation Diagram • Operators License, Operators Training Information, USDOT Medical Certification, OSHA 10/30 Hour Course Completion Cards, as may be required by the project. PROJECT SAFETY AND HEALTH PLAN 00970-Page 122 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL • Jurisdictional Registration, if required • JHA for Assembly/ Disassembly of Crane, Severe Weather, Truck Load / Unload, Etc. • JHA for Power Line Encroachment • 3rd Party Inspection Certification and Report — see Crane Lift Plan for requirements (Note: The inspector shall be certified with the CCAA). • Weights of Materials • Rigging Plan • Logistics Plan The contractor shall comply with the Site Specific Safety Plan. The contractor/ Crane Company/ Rigging Company is responsible for the accuracy of plan and inspections. This planning process has been established to help ensure proper coordination between Contractor, subcontractors and Monroe County. No warranty or certification of the suitability of this plan is accepted by Monroe County. It is the responsibility of the Contractor/Subcontractor and the Crane Operator to ensure that they and their employees are qualified, competent, properly equipped and properly trained to perform the activities outlined in this plan. 6.0 LADDERS AND SCAFFOLDING: 6.1 LADDERS. OSHA 1926, Subpart L - Section 450. Ladders shall be used as work platforms only when use of small hand tools or handling of light material is involved. No work requiring lifting of heavy materials or substantial exertion shall be done from ladders. 6.2 SCAFFOLDING. OSHA 1926, Subpart L - Section 451 Scaffolds, platforms or temporary floors shall be provided for all work except that which can be done safely from the ground or similar footing. 6.3 SAFETY BELTS, LIFELINE, AND LANYARDS. OSHA 1926, Subpart E, Section 104 Lifelines, safety belts and lanyards independently attached or attended, shall be used when performing such work as the following when the requirements of 6.1 or 6.2 above cannot be met. (a)Work on stored material in hoppers, bins, silos, tanks, or other confined spaces. (b) Work on hazardous slopes, structural steel, or poles; erection or dismantling of safety nets, tying reinforcing bars; and work from Boatswain's chairs, swinging scaffolds, or other unguarded locations at elevations greater than 6 feet. (c) Work on skips and platforms used in shafts by crews when the skip or cage does not block the opening to within 1 foot of the sides of the shaft, unless cages are provided. PROJECT SAFETY AND HEALTH PLAN 00970-Page 123 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 7.0 FIRE PROTECTION A. Every Contractor and Subcontractor employed on the Project shall exercise good construction practices to prevent fire. It shall be the responsibility of the Contractor to insure that general fire protection facilities are adequate for his work and to provide additional fire protection facilities and devices, including fire extinguishers as required by their scope of work. 8.0 WORK NEAR ENERGIZED ELECTRICAL LINES OR OTHER UTILITIES A. It shall be the Contractor's sole and exclusive responsibility: (a) To provide personnel capable of working adjacent to energized electrical lines or other utilities (b) To provide adequate, safe and properly maintained equipment (c) To conduct all of his work in accordance with the safety rules and regulations prescribed by the National Electric Code, National Electric Safety Code, H30, and Safety Rules for Installation and Maintenance of Electrical Supply and Communication Lines Hand Book 81, Occupational Safety and Health Act of 1970, as well as other safety codes in effect at the site of construction and as specified elsewhere herein, or as are generally applicable to the type of work being performed (d) To continuously supervise and inspect the work being performed to assure that the requirements of (a), (b), and (c) above are complied with, and nothing in these Contract Documents shall be held to mean that any such responsibility is the obligation of the Owner or AMEC/Engineer or Sustainability Manager. 9.0 BARRICADES, WARNING DEVICES AND LIGHTING A. The Contractor shall be solely responsible for providing temporary ladders, guard rails, warning signs, barricades, night guard lights, and deck or floor closures required in connection with his work to comply with Federal, State and local safety requirements. The Contractor shall be solely and exclusively responsible for the design, construction, inspection and maintenance of such facilities at all times. B. It shall be the responsibility of the Contractor to provide additional temporary lighting, if needed to maintain safe conditions. C. It shall be the sole and exclusive responsibility of the Contractor to provide a safe place to work for all laborers and mechanics and other persons employed on or in connection with the project, and nothing in these Contract Documents shall be construed to give any of such responsibility to the Owner, AMEC/Engineer, or Sustainability Manager. D. The Contractor shall provide a security fence around the area of the Work so as to prevent entry into the Work area by unauthorized personnel and the general public. The fence shall have fence post bases that eliminate the need to penetrate the ground for support. PROJECT SAFETY AND HEALTH PLAN 00970-Page 124 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 10.0 HAZARDOUS MATERIALS 10.1 In the event the Contractor encounters on the site material reasonably believed to be asbestos or polychlorinated biphenyl (PCB) which has not been rendered harmless, the Contractor shall immediately stop Work in the area affected and report the condition to the Owner, Sustainability Manager, and AMEC/Engineer in writing. The Work in the affected area shall not thereafter be resumed except by written agreement of the Owner and Contractor if in fact the material is asbestos or polychlorinated biphenyl (PCB) and has not been rendered harmless. The Work in the affected area shall be resumed in the absence of asbestos or polychlorinated biphenyl (PCB), or when it has been rendered harmless, by written agreement of the Owner and Contractor. 10.1.1 The Contractor shall not be required pursuant to Article 7 to perform without consent any Work relating to asbestos or polychlorinated biphenyl (PCB). 10.1.2 If reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons resulting from a material or substance encountered on the site by the Contractor, the Contractor shall, upon recognizing the condition, immediately stop Work in the affected area and report the condition to AMEC/Engineer and Sustainability Manager in writing. The Owner, Contractor and Sustainability Manager shall then proceed in the same manner described in Subparagraph 10.1 10.1.3 The Owner shall be responsible for obtaining the services of a licensed laboratory to verify a presence or absence of the material or substance reported by the Contractor and, in the event such material or substance is found to be present, to verify that it has been rendered harmless. Unless otherwise required by the Contract Documents, the Owner shall furnish in writing to the Contractor, AMEC/Engineer and Sustainability Manager the names and qualifications of persons or entities who are to perform tests verifying the presence or absence of such material or substance or who are to perform the task of removal or safe containment of such material or substance. The Contractor, AMEC/Engineer and Sustainability Manager will promptly reply to the Owner in writing stating whether or not any of them has reasonable objection to the persons or entities proposed by the Owner. If the Contractor, AMEC/Engineer or Sustainability Manager has an objection to a person or entity proposed by the Owner, the Owner shall propose another to whom the Contractor, AMEC/Engineer and Sustainability Manager have no reasonable objection. 10.2 Safety of Persons and Property 10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury or loss to: .1 employees on the Work and other persons who may be affected thereby; .2 The Work and materials and equipment to be incorporated therein, whether in storage on or off the site, under care, custody or control of the Contractor or the Contractor's Subcontractors or Sub-subcontractors; .3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction; and .4 construction or operations by the Owner or other Contractors PROJECT SAFETY AND HEALTH PLAN 00970-Page 125 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 10.2.2 The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations and lawful orders of public authorities bearing on safety of persons or property or their protection from damage, injury or loss. 10.2.3 The Contractor shall erect and maintain, as required by existing conditions and performance of the Contract, reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites and utilities. 10.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary for execution of the Work, the Contractor shall exercise utmost care and carry on such activities under supervision of properly qualified personnel. 10.2.5 The Contractor shall promptly remedy damage and loss to property referred to in Clauses 10.2.1.2, 10.2.1.3, 10.2.1.4 caused in whole or in part by the Contractor, a Subcontractor, a Sub-subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts they may be liable and for which the Contractor is responsible under Clauses 10.2.1.2, 10.2.1.3 and 10.2.1.4, except damage or loss attributable to acts or omissions of the Owner, Sustainability Manager or AMEC/Engineer or anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable, and not attributable to the fault or negligence of the Contractor. The foregoing obligations of the Contractor are in addition to the Contractor's obligations under Paragraph 3.18. 10.2.6 The Contractor shall designate a responsible member of the Contractor's organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated by the Contractor in writing to the Owner or Sustainability Manager. 10.2.7 The Contractor shall not load or permit any part of the construction or site to be loaded so as to endanger its safety. 11.0 EMERGENCIES 11.1 In an emergency affecting safety of persons or property, the Contractor shall act, at the Contractor's discretion, to prevent threatened damage, injury or loss. Additional compensation or extension of time claimed by the Contractor on account of an emergency shall be determined as provided in Paragraph 4.7 and Article 7 PROJECT SAFETY AND HEALTH PLAN 00970-Page 126 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 00980 CONTRACTOR QUALITY CONTROL PLAN 1.1 AMEC/Engineer DUTIES AND RESPONSIBILITIES A. AMEC/Engineer will monitor all work performed by the Contractor and assist the Contractor with his conformance of the work to the Contract Drawings and Specifications. 1.2 CONTRACTOR'S DUTIES AND RESPONSIBILITIES A. The Contractor is responsible for the quality of the work performed by his work force on this project as well as the quality of the material, equipment and supplies furnished by him to be incorporated into the work. B. The Contractor will provide a Quality Control Plan for approval and designate a Quality Control Representative who will be on site at all times while the respective Contractor's work is in progress and will have the authority and responsibility to accept or reject items of work. The Contractor's Quality Control Representative may delegate his duties but the primary responsibility and authority will rest on him. C. The Contractor's Quality Control Representative will coordinate the submittal of all shop drawings, product data and samples to AMEC/Engineer. Any submittal that is at variance to the contract requirements must be identified as such and transmitted to AMEC/Engineer for submittal and approval by the Owner. No work requiring submittal of a shop drawing, product data or sample shall commence until the submittal has been reviewed and approved by AMEC/Engineer. D. The Contractor will bear the responsibility of scheduling all required testing and inspections by the designated material-testing laboratory, in a timely fashion, to prevent needless cancellations and delays of work activities. Any costs caused by untimely notification shall be borne by the Contractor. E. The Contractor's Quality Control Representative will review his drawings, procurement documents and contracts to insure that the technical information provided and all work performed is in accordance with the latest revisions of the Contract Drawings and Specifications. F. The Contractor's Quality Control Representative will perform an inspection upon receipt at the site of the work of all materials, equipment and supplies including those furnished to him by the Owner. Notes from this inspection will be filled out on the appropriate form and included with the Contractor Daily Quality Control Report. Items which are damaged or not in conformance with the respective submittals, quality standards, contract drawings and specifications shall be brought to the attention of Monroe County representative AMEC/Engineer on site and then will be identified and segregated from accepted items. Items thus identified will not be incorporated into the work until corrective action acceptable CONTRACTOR QUALITY CONTROL PLAN 00980-Page 127 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL to AMEC/Engineer is completed. Items determined unsalvageable will be removed from the job site. These items shall be noted as deficient in the applicable section of the Contractor Daily Quality Control Report. 1.3 INSPECTION AND TESTING A. INSPECTION PLAN Sustainability Manager utilizes a multi-point inspection plan for each separate feature of work to be performed under this Contract, i.e., work described by each division of the technical provision section of the contract specifications. This plan consists of the following: 1. Preparatory Inspection—Prior to commencing the work, the Contractor's Quality Control Representative will meet with Sustainability Manager's representative AMEC/Engineer and check the following items at a minimum for conformance: (a) Approval of shop drawings and submittals. (b) Approval of inspection and test reports of materials and equipment to be utilized. (c) Completion of previous operations of preliminary work. (d) Availability of materials and equipment required. (e) Potential utility outages. (f) Any other preparatory steps dependent upon the particular operation. (g) Quality standards. (h) Safety or environmental precautions to be observed. (Phase Hazard) Note: AMEC/Engineer will record the minutes to this inspection meeting and distribute accordingly. 2. Initial Inspection—Upon completion of a representative sample of a given feature of the work, the Contractor's Quality Control Representative will meet with Sustainability Manager's representative AMEC/Engineer and check the following items at a minimum for conformance: (a) Workmanship to established quality standards. (b) Conformance to contract drawings and specifications. (c) Construction methods, equipment and tools utilized. (d) Materials and articles utilized. (e) Adequacy of testing methods. (f) Adequacy of shop drawings. (g) Adequacy of safety or environmental precautions. Note: AMEC/Engineer will record the minutes to this inspection meeting and distribute accordingly. CONTRACTOR QUALITY CONTROL PLAN 00980-Page 128 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 3. Follow-up Inspections—The Contractor's Quality Control Representative will inspect the work daily to assure the continuing conformance of the work to the workmanship standards established during the preparatory and initial inspections. Additionally, as a part of the follow-up inspection, sign-off sheets will be utilized as often as possible. The intent of these sheets is to achieve concurrence from other trade contractors and responsible parties that ensuing work can indeed commence over underlying work. This will prevent oversights and omissions which could elevate costs. Sign-off sheets shall be used for, but not be limited to, concrete, drywall, ceilings, painting, roofing substrates and flooring. These reports are to be generated by the Contractor and submitted to AMEC/Engineer Superintendent for approval prior to the start-up of work. Failure to generate a sign-off sheet or to attain proper signatures prior to covering up underlying work may affect payment for that piece of work if ensuing problems are detected or not. This disciplinary action shall be carried out via the Nonconformance Report. (See Section 1.4.B of this plan.) Note: The Contractor shall be responsible to record these inspections and all other project related activities encountered throughout the day on the Contractor Daily Quality Control Report. 4. Completion Inspections—Upon completion of a given feature of the work, the Contractor's Quality Control Representative will meet with the Sustainability Manager representative AMEC/Engineer, if he so desires to attend, to perform an inspection of the completed work. Nonconforming items will be identified and corrected prior to commencement of the next operation. Note: The Contractor shall conduct and report corrections of this inspection which shall be a required submittal. 5. Follow-On Inspections—Upon execution of the contractor's completion inspection in elements of the work which result in concealment; such as, ceiling and drywall installations, the Contractor shall schedule and conduct multi-trade or singular inspections prior to covering installation. Note: AMEC/Engineer will record the minutes to this inspection meeting. 6. Pre-Final Inspection—Upon substantial completion of the project work AMEC/Engineer shall coordinate and conduct a universal inspection of all areas and elements of the work. The Sustainability Manager may be represented if she so desires. This inspection shall be completed at least (15) days prior to the final substantial completion inspection which shall be conducted by AMEC/Engineer. All deficiencies and incomplete work should be completed prior to the final substantial completion inspection. CONTRACTOR QUALITY CONTROL PLAN 00980-Page 129 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL B. OPERATION AND CHECK OUT TESTING The Contractor will provide personnel and equipment to perform the operational tests and check-out of the equipment, facilities or equipment constructed, fabricated or installed under this Contract. The Sustainability Manager representative AMEC/Engineer will coordinate and witness all such tests. Notification should be given at least ten (10) days in advance of the scheduled tests. C. FINAL INSPECTION AMEC/Engineer will coordinate and attend all final inspections of the work. The Sustainability Manager may be represented if she so desires. Prior to requesting a final inspection, all tests for the equipment and systems must be completed. See Section 01700 for contract closeout. 1.4 REPORTING Maintaining accurate and retrievable records is extremely important in the Quality Assurance Program. These records will act as a main source of information in the present and in the future for the entire Sustainability Manager team. The main report that will be utilized to provide this information is the Daily Quality Control Report. Nonconformance Reports may also be issued. A. DAILY QUALITY CONTROL REPORT The Daily Quality Control Report shall be used to document the summary of daily inspection activities performed by the Contractor's designated Quality Control Representative. It shall include any of the steps of inspection that are performed that day, all test monitoring and any rework of nonconforming items. The daily Quality Control Report section of the Daily Superintendent's Report will be routinely used for daily reporting requirements. When the magnitude or complexity necessitates such, a more separate and comprehensive form will be used. Reference Contractor's Daily Report, and as needed Contractor Daily Quality Control Report, Section 01385. B. NONCONFORMANCE REPORT Nonconformance Reports will be issued for work that is found to be in nonconformance with the contract documents or the referenced quality standards. The report will be issued by Sustainability Manager. It is not the intent to routinely and repeatedly issue nonconformance reports, but to issue them only after normal enforcement standards have been exhausted, or if the work performed is a detriment to the project. CONTRACTOR QUALITY CONTROL PLAN 00980-Page 130 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL A copy of the Nonconformance Report will be forwarded to the Site Project Manager for his information and/or action. It should also be included in the Contractor's Daily Quality Report package for general review. Nonconformance Reports will be signed off once the deficient item or items have adequately been corrected. This will be done by the issuing Superintendent and Project Manager. These sign-offs will be included with a corresponding corrective action taken. Significant nonconformance needs to be addressed to prevent recurrence. The signed-off report will also be submitted for review. Work activities affected by a Nonconformance Report will proportionally counter- affect payments. Whether that be partial or full retainage will be left up to the discretion of Sustainability Manager. 1.5 AUDITS A. Sustainability Manager may choose at its option to perform Contractor audits of their Contractor Quality Control Plan at any time. Reports of these audit results will be forwarded to the Project Manager for his action. Any action items noted during an audit for the Contractor will be followed up and documented to insure compliance and avoid recurrence. 1.6 SUMMARY The intention of this plan is to create a system of checks and balances that will minimize delays caused by rework and a lack of planning and maximize production and insure that the finished product is one that the entire construction team can pride themselves in. These goals can be achieved by giving the Owner exactly what he has bought. The Owner will expect no more and through Quality Assurance, the construction team will provide no less. CONTRACTOR QUALITY CONTROL PLAN 00980-Page 131 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 00990 SPECIAL CONDITIONS 1. Construction shall be conducted in such a manner as to cause the least possible interruption to normal County business. Necessary access to and from adjacent buildings and the parking area shall be provided at all times. 2. Contractor shall take all means necessary to contain dust and debris as an integral part of the work. 3. Weather intrusion and unauthorized access to the Project Site due to construction activities shall be prevented by the Contractor's careful scheduling of work, or other means satisfactory to the Owner. 4. Contractor shall coordinate construction activities as necessary to avoid security or safety concerns at the Project Site. 5. Information shown on the Drawings is assembled from numerous record information sources and may be inaccurate or incomplete. Contractor shall make such field visits or investigations as are necessary to prepare an accurate and complete bid. Claims for extra work or expense after bid closing which are due to reasonably foreseeable circumstances shall be denied and shall remain the sole risk and expense of the Contractor. Field measured dimensions shall be obtained by the Contractor prior to placing orders for fabrications or prefabricated materials. Adjustments, delays, re-fabrications, or replacement materials due to inaccurate information are the sole responsibility of the Contractor. 6. SITE SURVEY A. The Plat of Survey or other survey data, are available in the Office of the Sustainability Manager for review, and are for the general information of the contractor. The data contained was prepared by AMEC/Engineer for the design of the project, and neither the Owner nor AMEC/Engineer, nor Sustainability Manager make any representation, guarantee of warranty as to the accuracy or completeness of data indicated, expressed or implied. B. Proposers shall visit the site; make their own investigations, assumptions and conclusions as to the nature and extent of existing surface and overhead conditions affecting the work. Neither the Owner nor AMEC/Engineer, nor Sustainability Manager will be responsible for additional type or extent of work required to be performed under the Contract due to any assumptions or conclusions by the successful proposer based upon the survey information provided. SPECIAL CONDITIONS 00990-Page 132 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01010 SUMMARY OF THE WORK 1 Project Overview The Scope of Work consists of removing organic muck material from Canal #266 located between Baileys Lane and Witters Lane in Doctor's Arm Big Pine Key, and Canal #290 located between Avenues I and Avenue J in Big Pine Key. The organic muck removal activities are to be completed to remove the oxygen depleting organic materials to assist with establishing a viable benthic community. The migration of weed rack into the canal has resulted in the accumulation of weed rack that has decomposed into organic muck that consumes the dissolved oxygen present in the canals, thus preventing the ability of the canals to properly support marine life. The organic removal shall be done utilizing vacuum dredging and dewatering of the slurry, in such a way to prevent impact to the nearshore waters, and shall be completed using the proposed staging areas identified in the design drawings (Exhibit A), or an approved alternate. 2 General Project Intent and Scope Provide all labor, supervision, engineering, materials, supplies, equipment, tools, transportation, surveying, layout, and protection for the proper execution and completion of all the work in accordance with the Contract Documents. The Work shall include but not be limited to that shown on the Drawings and detailed in the Technical Specifications if any included in this Contract. SPECIAL PROVISIONS The following Special Provisions are intended to clarify the scope of work, or highlight features of the work, or modify, change, add to, or delete from the General Scope of this Proposal Package. 1. All licenses required in order to perform the scope of work in the specified location, shall be procured and maintained by the contractor and his subcontractors. Contractor shall submit copies to Sustainability Manager prior to notice to proceed. Contractor's license shall accompany proposal. 2. Contractor is to review Division 1 General Requirements for additional responsibilities required in order to perform this Work. 3.. If in the event of conflicting, or overlapping requirements in any area of the proposal documents, technical specifications, or drawings, the most stringent condition shall be proposed and constructed. Notify Sustainability Manager in any event, in order to not compromise the Owner's right to make appropriate decisions. SUMMARY OF THE WORK 01010-Page 133 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 4. Contractor shall maintain As-Built Drawings, (Record Drawings per Section 01720), of his work progression. 6. The Contractor shall not store materials, tools or debris in areas of the project site without written permission. Contractor shall provide suitable storage container, and be responsible for disposal off-site of all debris and trash. 7. The Contractor shall coordinate with Owner's representative on available hours for Job Site access. Job site will have limited 8AM -6PM work hours. Contractor will need to schedule work shifts typically from 8AM- 6PM weekly. Any change to agreed upon schedule must be obtained in writing with a minimum of 72 hrs. advanced notice. 8. Coordination of each days works shall be done in advance with approval from County. 1.2 PROTECTION: A. The Contractor shall use every available precaution to provide for the safety of property owner, visitors to the site, and all connected with the work under the Contract. B. All existing facilities both above and below ground shall be protected and maintained free of damage. Existing facilities shall remain operating during the period of construction unless otherwise permitted. All access roadways must remain open to traffic unless otherwise permitted. C. Barricades shall be erected to fence off all construction areas from operations personnel and the general public. Fence posts shall have bases that eliminate the need to penetrate the ground for support. D. Safety Requirements 1. All application, material handling, and associated equipment shall conform to and be operated in conformance with OSHA safety requirements. 2. Comply with federal, state and local and owner fire and safety requirements. 3. Advise owner whenever work is expected to be hazardous to owner employees and/or operations. 4. Maintain proper fire extinguisher within easy access whenever power tools, roofing kettles, and torches are being used. SUMMARY OF THE WORK 01010-Page 134 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 1.3 HOUSEKEEPING: 1. Keep materials neat and orderly. 2. Remove scrap, waste and debris from project area daily. 3. Maintenance of clean conditions while work is in progress and cleanup when work is completed shall be in strict accordance with the "General Conditions" of this contract. 4. Maintain Fire protection during construction 5. Housekeeping required on a daily basis SUMMARY OF THE WORK 01010-Page 135 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01015 CONTRACTOR'S USE OF PREMISES PART 1 — GENERAL 1.1 DESCRIPTION A. Work included: This Section applies to situations in which the Contractor or his representatives including, but not necessarily limited to, suppliers, subcontractors, employees, and field engineers, enter upon Owner's property. Related work: Documents affecting work of this Section include, but are not limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Promptly upon award of the Contract, notify all pertinent personnel regarding requirements of this Section. Require all personnel who will enter upon the Owner's property certify their awareness of and familiarity with requirements of this Section. 1.3 SUBMITTALS Maintain an accurate record of names and identification of all persons entering upon Owner's property in connection with Work of this Contract, including times of entering and times of leaving, and submit a copy of the record to Owner daily. 1.4 TRANSPORTATION FACILITIES A. Provide adequate protection for curbs and sidewalks over which trucks and equipment pass to reach job site. Contractor's vehicles: 1. Require Contractor's vehicles, vehicles belonging to employees of Contractor, and all other vehicles entering upon Owner's property in performance of Work of Contract, to use only the Access Route approved in advance by Owner. Do not permit such vehicles to park on any street or other area of Owner's property except in the area approved by Owner as "Contractor's Parking Area." 1.5 SECURITY A. Restrict access of all persons entering upon the Owner's property in connection with work to the Access Route and to actual site of the work. CONTRACTOR'S USE OF PREMISES 01015-Page 136 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01027 APPLICATION FOR PAYMENT 1. SUMMARY This section provides procedures for preparation and submittal of Applications for Payment. 2. FORMAT The Application for Payment including the Continuation Sheet is the required format for submitting invoices. A copy of these forms is included in this section. The Owner reserves the right to modify the format to better suit his internal accounting system. 3. SUBMITTAL PROCEDURES A. The initial Application for Payment will not be processed until the Contractor's Construction Schedule, Schedule of Values, and the initial Submittal Schedule have been received, reviewed and approved by Sustainability Manager. B. Submit an updated Construction Schedule and Submittal Schedule and a Partial Release of Lien with each Application for Payment. C. Payment shall be made according to the Local Government Prompt Payment Act, Sec. 218.70 et seq. Florida Statutes. D. Monroe County makes every effort to meet the payment schedule. It is requested that the contractor not make any calls to any County office inquiring about payment until the twentieth (20t") day after submission of the pay request. 4. MONTHLY PAY REQUEST PROCEDURE A. AMEC/Engineer to review as-builts as to current additions, corrections, etc., prior to monthly approval to ensure as-builts are current. 5. FINAL PAY PROCEDURE A. To help expedite the final payment, it is necessary for AMEC/Engineer to have a correct and complete package of documents 20 days in advance of requested pay date. B. A minimum of ten (10) working days is required from receipt of correct documents for Sustainability Manager to obtain necessary signatures and submit project for Final Payment. Contractor shall submit all required forms and releases to AMEC/Engineer. The following documents (samples attached) are required for Final Payment: (1) Application and Certificate for Payment (2) Continuation Sheet (3) Certificate of Substantial Completion APPLICATION FOR PAYMENT 01027-Page 137 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL (4) Contractor's Affidavit of Debts and Claims (5) Contractor's Affidavit of Release of Liens (6) Final Release of Lien Also, all warranties and guarantees required by Contract, "As-Built" drawings, including red- lined site plan, submittal documents, certification that all utility bills (i.e., electric, local water) have been paid, and a complete list of subcontractors with addresses and phone numbers must be submitted prior to final payment in both bound paper and electronic PDF form on CD/DVD. C. It is the Contractor's responsibility to ensure the completeness of the Final Pay Package. Incompleteness will result in delay of Final Pay. Final Pay Requests will not be processed until all the required documents are received by Monroe County Sustainability Manager. Final Pay Request must be submitted no later than 30 days after final project completion and acceptance. 6. SUBSTANTIATING DATA A. When the Owner's Representative requires substantiating information, submit data justifying dollar amounts in question. B. Provide one copy of data with cover letter for each copy of submittal. Indicate Application number, date, line item by number and description. APPLICATION FOR PAYMENT 01027-Page 138 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND t KEY, MONROE COUNTY, FL APPLICATION FOR PAYMENT ENGINEER'S CERTIFICATE FOR PAYMENT SUMMARY In accordance with the Contract Documents,based on comprising the above application,the Engineer certifies Application No: Engineer's knowledge, information and belief,the Worl quality of the Work is in accordance with the Contract I To: Monroe County, Florida entitled to payment of the Amount Certified. From: This Certificate is not negotiable. The Amount Certifies Contractor named herein. Issuance,payment and acceptance of any rights of the Owner or Contractor under this Contr< Project: Amount Certified: Contract For: (Attach an explanation if the amount certified differs frc Period: From: To: ENGINEER: Contract Date: By. Original Contract Sum: $ Date: Net Change By Approved Change Order: The undersigned Contractor certifies that to the best of information and belief,the Work covered by this Applic Contract Sum To Date: completed in accordance with the Contract Documents the Contractor for Work for which previous Application: Total Completed&Stored To Date: payments received from the Owner,and that current pi Retainage %of Completed Work: By. Total Earned Less Retainage: State of: Less Previous Payments: Subscribed and sworn to before me this day of Current Payment Due: Notary Public: Balance to Finish: My Commission Expires: Approved for Payment Approved for Payr Reviewed for Payment Monroe County, C Sustainability Program Manager Roman Gastesi, C Debbie Frederick, Date: Date: Date: APPLICATION FOR PAYMENT 01027-Page 139 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #29 MONROE COUNTY, FL CONTINUATION SHEET PAGES APPLICATION AND CERTIFICATE FOR PAYMENT APPLICATION NO.: Containing Contractor's signed Certification is attached. APPLICATION DATE: In tabulations below, amounts are stated to the nearest dollar. PERIOD TO: Use Column I on Contracts where variable retainage for line items may apply. Change Orders added at the end of sheet. A B C D E F G WORK COMPLETED ITEM DESCRIPTION OF WORK SCHEDULED FROM PREVIOUS THIS PERIOD MATERIALS TOTAL NO. VALUE APPLICATION PRESENTLY COMPLETED AND (G+C) (D+E) STORED STORED TO DATE (NOT INDORE D+E+F APPLICATION FOR PAYMENT 01027-Page 140 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL MONROE COUNTY CONTRACT CHANGE ORDER PROJECT TITLE: CHANGE ORDER NO: INITIATION DATE: TO CONTRACTOR: CONTRACT DATE: The Contract is changed as follows: The original (Contract Sum) (Guaranteed Maximum Price)............................................$ Net change by previously authorized Change Orders...................................................$ The (Contract Sum) (Guaranteed Maximum Price) prior to this Change order was.............$ The (Contract Sum) (Guaranteed Maximum Price) will be (increased) (decreased) (unchanged) by this Change Order.......$ The new (Contract Sum) (Guaranteed Maximum Price) including this Change Order is......$ The Contract Time will be (increased) (decreased) (unchanged) by.................................. The date of Substantial Completion as of the date of this Change Order is......................... Detailed description of change order and justification: This change Order is % of the original contract price. Not valid until signed by Owner, Architect (if applicable), and Contractor ENGINEER: Date CONTRACTOR: Date SUSTAINABILITY PROGRAM MANAGER: Date COUNTY/DEPUTY ADMINISTRATOR Date APPLICATION FOR PAYMENT 01027-Page 141 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL Change Order Attachment per Ordinance No. 004-1999 • Change Order was not included in the original contract specifications. Yes ❑ No ❑ If Yes, explanation: • Change Order was included in the original specifications. Yes ❑ No ❑ If Yes, explanation of increase in price: • Change Order exceeds $25,000 or 5% of contract price (whichever is greater). Yes ❑ No ❑ If Yes, explanation as to why it is not subject for a calling for bids: • Project engineer approves the change order. Yes ❑ No ❑ If no, explanation of why: • Change Order is correcting an error or omission in design document. Yes ❑No ❑ Should a claim under the applicable professional liability policy be made? Yes ❑ No ❑ Explain: APPLICATION FOR PAYMENT 01027-Page 142 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL CERTIFICATE OF SUBSTANTIAL COMPLETION PROJECT: CONTRACT FOR: (Name and address) CONTRACT DATE: TO OWNER: TO CONTRACTOR: (Name and address) (Name and address) DATE OF ISSUANCE: PROJECT OR DESIGNATED PORTION SHALL INCLUDE: The Work performed under this Contract has been reviewed and found,to the Project Managers best knowledge, information and belief,to be substantially complete. Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. The date of Substantial Completion of the Project or portion thereof designated above is hereby established as which is also the date of commencement of applicable warranties required by the Contract Documents, except as stated below: A list of items to be completed or corrected is attached hereto. The failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. INSPECTOR BY DATE (if used) The Contractor will complete or correct the Work on the list of items attached hereto within the above date of Substantial Completion. CONTRACTOR BY DATE The Owner accepts the Work or designated portion thereof as substantially complete and will assume full possession thereof at (time),on (date). OWNER BY DATE The responsibilities of the Owner and the Contractor for security,maintenance,heat,utilities,damage to the Work and insurance shall be as follows: Note-Owners and Contractors legal and insurance counsel should determine and review insurance requirements and coverage. APPLICATION FOR PAYMENT 01027-Page 143 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS TO OWNER: CONTRACT FOR: (Name and address) CONTRACT DATE: PROJECT: (Name and address) State of: County of: The undersigned,pursuant to Article 9 of the General Conditions of the Contract for Construction,hereby certifies that,except as listed below,he has paid in full or has otherwise satisfied all obligations for all materials and equipment furnished,for all work,labor,and services performed,and for all known indebtedness and claims against the Contractor for damages arising in any manner in connection with the performance of the Contract referenced above for which the Owner or his property might in any way be held responsible. EXCEPTIONS: (If none,write"None". If required by the Owner,the Contractor shall furnish bond satisfactory to the Owner for each exception). SUPPORTING DOCUMENTS ATTACHED HERETO: CONTRACTOR: 1. Consent of Surety to Final Payment. Whenever Surety is involved, Consent of Surety is required. AIA DOCUMENT G707,CONSENT OF SURETY,may be used for this purpose. Indicate attachment: yes( ) no( ) Address: The following supporting documents should be attached hereto: By: 1. Contractor's Release or Waiver of Liens, conditional upon receipt of final payment. Subscribed and sworn to before me this 2. Separate Releases or Waivers of Liens from day of 120 Subcontractors and material and equipment suppliers,to the extent required by the Owner, accompanied by a list thereof. Notary Public: 3. Contractor's Affidavit or Release of Liens. My Commission Expires: APPLICATION FOR PAYMENT 01027-Page 144 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL CONTRACTOR'S AFFIDAVIT OF RELEASE OF LIENS TO OWNER: CONTRACT FOR: (Name and address) CONTRACT DATED: PROJECT: (Name and address) State of County of The undersigned hereby certifies that to the best of the undersigned's knowledge, information and belief, except as listed below, the Releases or Waivers of Lien attached hereto include the Contractor, all Subcontractors, all suppliers of materials and equipment, and all performers of Work, labor or services who have or may have liens or encumbrances or the right to assert liens or encumbrances against any property of the Owner arising in any manner out of the performance of the Contract referenced above. EXCEPTIONS: SUPPORTING DOCUMENTS ATTACHED CONTRACTOR: HERETO: (Name and address) 1. Contractor's Release or Waiver of Liens, conditional upon receipt of final payment. By. 2. Separate Releases or Waivers of Liens from (Signature of authorized representative) Subcontractors and material and equipment suppliers, to the extent required by the Owner, accompanied by a list thereof. (Printed Name and Title) Subscribed and sworn to before me this date: Notary Public: (SEAL) My Commission Expires: APPLICATION FOR PAYMENT 01027-Page 145 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL MONROE COUNTY FINAL RELEASE OF LIEN KNOW ALL MEN BY THESE PRESENTS, that for and consideration of the sum of Dollars ($ ) paid to by Monroe County, Florida receipt of which is hereby acknowledged, do(es) hereby release and quit claim to Monroe County, Florida, the Owner, its successors or assigns, all liens, lien rights, claims or demands of any kind whatsoever which has (have) or might have against the property, building, and/or improvements, on account of labor performed, material furnished, and/or for any incidental expense for the construction of: thereon or in otherwise improving said property situated as above described. IN WITNESS WHEREOF THIS day of 20 Witness Name of Company Witness Signature, Title Notary Public My commission expires: APPLICATION FOR PAYMENT 01027-Page 146 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL MONROE COUNTY AFFIDAVIT AND PARTIAL RELEASE OF LIEN APPLICATION NO.: PERIOD ENDING DATE: APPLICATION DATE: KNOW ALL MEN BY THESE PRESENTS, that the undersigned, for and in consideration of the payment of the sum $ , to be paid to the undersigned, hereby releases, acquits, satisfies and forever discharges, MONROE COUNTY, OWNER, their successors and assigns from all suits, causes of action, liens, lien rights, claims or demands of any kind whatsoever, to the extent of the payment to date on account of the furnishing of labor, material or services for the improvement of the following described property: As part of this PARTIAL RELEASE, THAT UNDERSIGNED HEREBY CERTIFIES the following: THAT the contract of the undersigned, as adjusted by all increases and decreases, is in the amount of $ as of the date of the Partial Release and the undersigned has received $ as payment on the adjusted contract amount as of the date of this Partial Release. THAT all supplies of labor, material or services furnished to, or for the benefit of the undersigned for improvement to the subject property have been paid in full. Any and all suppliers of labor, material or services for improvement to the subject property, who have not been paid in full are listed below with the amount owing each, claimed by each and the reason for non-payment: (If none, write "NONE") CLAIMANT AMOUNT DUE AMOUNT CLAIMED REASON FOR NONPAYMENT THAT all taxes imposed by all government agencies have been paid and discharged. THAT all funds have been collected for FICA and withholding taxes have been properly deposited with appropriate agencies or paid to the government as required by law. THAT the undersigned has no other claims for money against the OWNER other than those Subcontractors'/Suppliers' amounts remaining due and owing on the adjusted contract balance as reflected above. THAT the undersigned further certifies that if there is a Guarantee, Warranty or Maintenance Agreement in connection with the labor and material furnished by it, that this payment and PARTIAL RELEASE shall not release the undersigned from any obligations under such Guarantee, Warranty, or Maintenance Agreement. WITNESS MY HAND THIS day of , 20 Witness Name of Company Witness Signature, Title APPLICATION FOR PAYMENT 01027-Page 147 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01030 ALTERNATES PART 1 — GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements for Alternates. B. Definition: An alternate is an amount proposed by Proposer and stated on the Proposal Form for certain construction activities defined in the Proposal Requirements that may be added to or deducted from Base Proposal amount if the Owner decides to accept a corresponding change in either the installation or methods described in Contract Documents. C. Coordination: Coordinate related Work and modify or adjust adjacent Work as necessary to ensure that Work affected by each accepted Alternate is complete and fully integrated into the project. D. Notification: Immediately following the award of the Contract, prepare and distribute to each party involved, notification of the status of each Alternate. Indicate whether Alternates have been accepted, rejected or deferred for consideration at a later date. Include a complete description of negotiated modifications to Alternates. 1. Include as part of each Alternate, miscellaneous devices, accessory objects and similar items incidental to or required for a complete installation whether or not mentioned as part of the Alternate. ALTERNATES 01030-Page 148 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01040 PROJECT COORDINATION PART I — GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and supervisory requirements of the Contractor necessary for Project coordination including, but not necessarily limited to: 1. Coordination 2. Administrative and supervisory personnel 3. General installation provisions 4. Cleaning and protection B. Field engineering is included in Section 01050 "Field Engineering". C. Progress meetings, coordination meetings and pre-installation conferences are included in Section 01200 "Project Meetings". D. Requirements for the Contractor's Construction Schedule are included in Section 01301 "Submittals". 1.3 COORDINATION A. Coordination: Coordinate construction activities included under various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections of the Specifications that are dependent upon each other for proper installation, connection, and operation. 1. Where installation of one part of the Work is dependent on installation of other components, either before or after its own installation, schedule construction activities in the sequence required to obtain the best results. 2. Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. B. Where necessary, prepare memoranda for distribution to each party involved outlining special procedures required for coordination. Include items as required notices, reports, and attendance at meetings. PROJECT COORDINATION 01040-Page 149 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 1. Prepare similar memoranda for the Owner and separate Contractors where coordination of their work is required. C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of schedules 2. Installation and removal of temporary facilities 3. Delivery and processing of submittals 4. Progress meetings 5. Project Close-out activities D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. 1. Salvage materials and equipment involved in performance of, but not actually incorporated in, the Work. Refer to other sections for disposition of salvaged materials that are designated as Owner's property. 1.4 SUBMITTALS A. Coordination Drawings: Prepare and submit coordination Drawings where close and careful coordination is required for installation of products and materials fabricated off-site by separate entities, and where limited space availability necessitates maximum utilization of space for efficient installation of different components. 1. Show the interrelationship of components shown on separate Shop Drawings. 2. Indicate required installation sequences. 3. Comply with requirements contained in Section 01301 "Submittals". B. Staff Names: Within XXXX calendar days of Notice to Proceed, submit a list of the Contractor's principal staff assignments, including the Superintendent and other personnel in attendance at the site; identify individuals, their duties and responsibilities; list their addresses and telephone numbers. 1. Post copies of the list in the Project meeting room, the temporary field office, and at each temporary telephone. PART 2 — PRODUCTS (Not Applicable) PART 3— EXECUTION 3.1 GENERAL INSTALLATION PROVISIONS Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which Work is to be performed. Do not PROJECT COORDINATION 01040-Page 150 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL proceed until unsatisfactory conditions have been corrected in an acceptable manner. Manufacturer's Instructions: Comply with manufacturer's installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents. Inspect materials or equipment immediately upon delivery and again prior to installation. Reject damaged and defective items. Provide attachment and connection devices and methods necessary for security Work. Secure Work true to line and level. Allow for expansion and building movement. Visual Effects: Provide uniform joint widths in exposed Work. Arrange joints in exposed Work to obtain the best visual effect. Refer questionable choices to Engineer for final decision. Recheck measurements and dimensions, before starting each installation. Install each component during weather conditions and Project status that will ensure the best possible results. Isolate each part of the completed construction from incompatible material as necessary to prevent deterioration. Coordinate temporary enclosures with required inspections and tests, to minimize the necessity of uncovering completed construction for that purpose. Mounting Heights: Where mounting heights are not indicated, install individual components at standard mounting heights recognized within the industry for the particular application indicated. Refer questionable mounting height decisions to Engineer for final decision. 3.1 CLEANING AND PROTECTIONS A. During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. B. Clean and maintain completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. C. Limiting Exposures: Supervise construction activities to ensure that no part of the construction completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Where applicable, such exposures include, but are not limited to, the following: PROJECT COORDINATION 01040-Page 151 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL LIMITING EXPOSURES 1. Excessive static or dynamic loading 2. Excessive internal or external pressures 3. Excessively high or low temperatures 4. Thermal shock 5. Excessively high or low humidity 6. Air contamination or pollution 7. Water 8. Solvents 9. Chemicals 10. Light 11. Radiation 12. Puncture 13. Abrasion 14. Heavy traffic 15. Soiling, staining and corrosion 16. Bacteria 17. Rodent and insect infestation 18. Combustion 19. Electrical current 20. High speed operation 21. Improper lubrication 22. Unusual wear or other misuse 23. Contract between incompatible materials 24. Destructive testing 25. Misalignment 26. Excessive weathering 27. Unprotected storage 28. Improper shipping or handling 29. Theft 30. Vandalism PROJECT COORDINATION 01040-Page 152 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01045 CUTTING AND PATCHING PARTS 1, 2 and 3— Not Applicable. END OF SECTION 01045 CUTTING AND PATCHING 01045-Page 153 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01050 FIELD ENGINEERING PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Divisions 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. General: This Section specifies administrative and procedural requirements of the Contractor for field-engineering services including, but not limited to, the following: 1. Land survey work. 2. Civil-engineering services. 3. Damage surveys. 4. Geotechnical monitoring. B. Related Sections: The following Sections contain requirements that are related to this Section: 1. Division 1 Section "Coordination" for procedures for coordinating field engineering with other construction activities. 2. Division 1 Section "Submittals" for submitting Project record surveys. 3. Division 1 Section "Project Closeout" for submitting final property survey with Project Record Documents and recording of Owner-accepted deviations from indicated lines and levels. 1.3 SUBMITTALS A. Certificates: Submit a certificate signed by the land surveyor or professional engineer certifying the location and elevation of improvements. B. Project Record Documents: Submit a record of Work performed and record survey data as required under provisions of "Submittals" and "Project Closeout" Sections. 1.4 QUALITY ASSURANCE A. Surveyor Qualifications: Engage a land surveyor registered in the state where the Project is located, to perform required land-surveying services. FIELD ENGINEERING 01050-Page 154 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL B. Engineer Qualifications: Engage an engineer of the discipline required, licensed in the state where the Project is located, to perform required engineering services. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.1 EXAMINATION A. Identification: The Owner will identify existing control points and property line corner stakes. B. Verify layout information shown on the Drawings, in relation to the property survey and existing benchmarks, before proceeding to lay out the Work. Locate and protect existing benchmarks and control points. Preserve permanent reference points during construction. 1. Do not change or relocate benchmarks or control points without prior written approval. Promptly report lost or destroyed reference points or requirements to relocate reference points because of necessary changes in grades or locations. 2. Promptly replace lost or destroyed Project control points. Base replacements on the original survey control points. C. Establish and maintain a minimum of 2 permanent benchmarks on the site, referenced to data established by survey control points. 1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents. D. Existing Utilities and Equipment: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning site work, investigate and verify the existence and location of underground utilities and other construction. 1. Prior to construction, verify the location and invert elevation at points of connection of sanitary, sewer, storm sewer, and water-service piping. 3.2 PERFORMANCE A. Work from lines and levels established by the property survey. Establish benchmarks and markers to set lines and levels at each story of construction and elsewhere as needed to locate each element of the Project. Calculate and measure required dimensions within indicated or recognized tolerances. Do not scale Drawings to determine dimensions. 1. Advise entities engaged in construction activities of marked lines and levels provided for their use. FIELD ENGINEERING 01050-Page 155 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 2. As construction proceeds, check every major element for line, level, and plumb. B. Surveyor's Log: Maintain a surveyor's log of control and other survey work. Make this log available for reference. 1. Record deviations from required lines and levels, and advise AMEC/Engineer when deviations that exceed indicated or recognized tolerances are detected. On Project Record Drawings, record deviations that are accepted and not corrected. 2. On completion of foundation walls, major site improvements, and other work requiring field-engineering services, prepare a certified survey showing dimensions, locations, angles, and elevations of construction and site work. C. Site Improvements: Locate and lay out site improvements, including pavements, stakes for grading, fill and topsoil placement, utility slopes, and invert elevations. D. Building Lines and Levels: Locate and lay out batter boards for structures, building foundations, column grids and locations, floor levels, and control lines and levels required for mechanical electrical work. E. Existing Utilities: Furnish information necessary to adjust, move, or relocate existing structures, utility poles, lines, services, or other appurtenances located in or affected by construction. Coordinate with local authorities having jurisdiction. FIELD ENGINEERING 01050-Page 156 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01200 PROJECT MEETINGS PART 1 - GENERAL 1. SUMMARY A. Section includes: 1. Project meetings 2. AMEC/ENGINEER'S RESPONSIBILITY A. AMEC/Engineer shall schedule and administer pre-construction meeting, periodic progress meetings, and specially called meetings throughout progress of the Work. 1. Prepare agenda for meetings. 2. Provide notice of each meeting 24 hours in advance of meeting date, or provide as much advance notice as possible. 3. Make physical arrangements for meetings. 4. Preside at meetings. 5. Record the minutes; include significant proceedings and decisions. 6. Reproduce and distribute copies of minutes. a. To participants in the meeting. b. To parties affected by decisions made at the meeting. C. To Monroe County staff as needed. B. Representatives of the Contractors, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. C. The Engineer and the Owner's Representative may attend meetings to ascertain that the Work is expedited consistent with the Contract Documents and construction schedules. 3. PRE-CONSTRUCTION MEETING A. Location: A central site designated by AMEC/Engineer. B. Attendance: 1. Monroe County Sustainability Manager designee. 2. AMEC/Engineer and his professional consultants (as required). 3. The Contractor's Superintendent. 4. Major subcontractors. 5. Major suppliers. 6. Others as appropriate. C. Suggested Agenda: 1. Distribution and discussion of: a. List of major subcontractors and suppliers. PROJECT MEETINGS 01200-Page 157 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL b. Projected Construction Schedules. 2. Critical Work sequencing. 3. Major equipment deliveries and priorities. 4. Project Coordination. a. Designation of responsible personnel. 5. Procedures and processing of: a. Field decisions. b. Bid requests. C. Submittals. d. Change Orders. e. Applications for Payment. 6. Adequacy of distribution of the Contract Documents. 7. Procedures for maintaining Record Documents. 8. Use of premises: a. Office, work and storage areas. b. The Owner's requirements. 9. Construction facilities, controls and construction aids. 10. Temporary utilities. 11. Safety and first-aid procedures. 12. Security procedures. 13. Housekeeping procedures. 14. Distribute meeting minutes within (3) days. 4. PERIODIC PROGRESS MEETINGS A. The Contractor's Project Manager and/or Superintendent shall be required to attend a periodic scheduled meeting. B. Location of the meetings: A central site designated by AMEC/Engineer, typically it will be at the project site. C. Attendance: 1. Monroe County Sustainability Manager designee 2. AMEC/Engineer and his professional consultants as needed. 3. Contractors as appropriate to the agenda. 4. Suppliers as appropriate to the agenda. 5. Others. D. Suggested Agenda: 1. Distribute meeting minutes. 2. Approval of the minutes. 3. Review of Work progress since previous meeting. 4. Field observations, problems, conflicts, Requests for Information (RFI). 5. Problems which impede Construction Schedule. 6. Review of off-site fabrication, delivery schedules. 7. Corrective measures and procedures to regain projected schedule. 8. Revisions to Construction Schedule. 9. Progress, schedule, during succeeding Work period. 10. Coordination of schedules. 11. Review submittal schedules. 12. Maintenance of quality standards. PROJECT MEETINGS 01200-Page 158 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 13. Pending changes, substitutions and Change Order Requests (COR). 14. Review proposed changes for: a. Effect on Construction Schedule and on completion date. b. Effect on other contracts of the Project. 15. Other business. E. Revisions to minutes: 1. Unless published minutes are challenged in writing prior to the next regularly scheduled progress meeting, they will be accepted as properly stating the activities and decisions of the meeting. 2. Persons challenging published minutes shall reproduce and distribute copies of the challenge to all indicated recipients of the particular set of minutes. 3. Challenge to minutes shall be settled as priority portion of"old business" at the next regularly scheduled meeting. PROJECT MEETINGS 01200-Page 159 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01301 SUBMITTALS PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. The Contractor shall submit to AMEC/Engineer, shop drawings, product data, certifications and samples required by the technical sections. 2. The Contractor shall prepare and submit a separate schedule listing dates for submission and dates for review. B. Related Sections: 1. Section 00750 - GENERAL CONDITIONS 2. Individual submittals required: refer to each specific section, for certifications, shop drawings, product data and sample requirements. 1.2 SUBMITTAL SCHEDULE A. The Contractor shall submit within five (5) days of Notice to Proceed, and prior to proceeding with the site work, a preliminary "Submittal Schedule" to Sustainability Manager and AMEC/Engineer for review, modification and response. No payment applications will be processed prior to finalizing the submittal schedule. The "Submittal Schedule" shall contain the following information for all required submittals on both paper and electronic PDF. 1. Specification Section number and name. 2. Specification Section paragraph identification which describes submittal requirement. 3. Submittal information required, (i.e., sample, test data, shop drawing, etc.). B. The Contractor shall also supply the following dates in order to meet the project schedule. 1. Date submittal is scheduled to be submitted. 2. Date contractor has scheduled to order material or equipment or the submittal item. 3. Date contractor has scheduled delivery to job-site of material or equipment or the submittal item. 4. Add any remarks or unique items that Sustainability Manager and AMEC/Engineer should be aware of. C. The Contractor shall allow a minimum of two (2) days for review of submittal by Sustainability Manager and AMEC/Engineer (in calendar days). D. The submittal master record will then be used to track submittals within the process. SUBMITTALS 01301-Page 160 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 1.3 SHOP DRAWINGS Not applicable 1.4 PRODUCT DATA A. Product data such as catalog cuts, brochures or manufacturer's sheets will be submitted and adequately identified to AMEC/Engineer. Submit four (4) copies of product data to AMEC/Engineer. B. Modify product data sheets to delete information which is not applicable to the Project. Provide additional information if necessary to supplement standard information. C. The contractor shall submit seven (7) sets to AMEC/Engineer. AMEC/Engineer will check and return five (5) copies to the Contractor after review. 1.5 SAMPLES A. Provide samples to illustrate materials, equipment or workmanship, and to establish standards by which completed work may be judged. B. Construct mock-ups as required by the technical sections, at the Project Site in a location designated by AMEC/Engineer. Construct mock-ups, including adjacent work required, to demonstrate the final appearance of the Work. C. The contractor shall submit (3) samples to AMEC/Engineer and (1) will be returned to the contractor after review/return from AMEC/Engineer. 1.6 CERTIFICATIONS A. Provide certifications as required by various technical sections on the Contractor's letterhead stationery. Certifications shall be identified to this Project, dated and bear Contractor's signature in the same format used for the Owner/Contractor agreement. B. Clearly identify the materials referenced and state that the material and the intended installation methods, where applicable, are in compliance with the Contract Documents. Attach manufacturer's affidavits where applicable. C. The Contractor shall submit one (1) original, one (1) electronic and two (2) hardcopies to AMEC/Engineer. AMEC/Engineer will retain two (2) sets and the balance returned to the Contractor after review. 1.7 THE CONTRACTOR'S RESPONSIBILITIES A. Before making submittals to AMEC/Engineer, review each submittal, make changes or notations as necessary to conform to the Contract Documents, identify such review with review stamp and forward reviewed submittal with comments to AMEC/Engineer for review. Return submittals not meeting Contract requirements to subcontractors and do not forward such submittals to AMEC/Engineer. SUBMITTALS 01301-Page 161 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL B. Submit catalog sheets, product data, shop drawings and where specified, submit calculations, material samples, color chips or charts, test data, warranties and guarantees all at the same time for each submittal item. C. Verify field measurements and product catalog numbers or similar data. D. Clearly identify on the submittal and transmittal to AMEC/Engineer in writing of deviations in submittals from the requirements of the Contract Documents. E. After AMEC/Engineer's review, distribute copies with one copy to be maintained at the Project Site for reference use and other copies distributed to suppliers and fabricators. F. Do not begin the Work which requires submittals until return of submittals with AMEC/Engineer's stamp and initials indicating review. G. The Contractor's responsibility for errors and omissions in submittals is not relieved by AMEC/Engineer's review of submittals. H. The Contractor's responsibility for deviations in submittals from requirements of the Contract Documents is not relieved by AMEC/Engineer review of submittals unless AMEC/Engineer gives written acceptance of specific deviations. 1.8 AMEC/ENGINEER'S RESPONSIBILITIES A. AMEC/Engineer will review submittals with reasonable promptness, checking only for conformance with the design compliance of the Project and compliance with information given in the Contract Documents. B. AMEC/Engineer will make changes or notations directly on the submittal, identify such review with his review stamp, obtain and record the Record File copy and return the submittal to the Contractor, with copies to AMEC/Engineer. C. AMEC/Engineer will return to the Contractor, without review, all submittals not bearing the Contractor's review stamp or not showing it has been reviewed by the Contractor. SUBMITTALS 01301-Page 162 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01310 PROGRESS SCHEDULES PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Contractor submission of Progress schedules 2. Contractor submission of Revisions to schedules B. Related sections: 1. Scope of work. C. Description: 1. Progress Schedules: promptly after award of the Contract and prior to proceeding with the site work, prepare and submit to Sustainability Manager and AMEC/Engineer for approval, construction progress schedules for the work, with sub-schedules of related activities which are essential to its progress. Also incorporate manpower loading related to each activity on the construction schedule. 2. Revisions to Schedule: submit revised/updated progress schedules with each payment application. 1.2 FORMAT A. Prepare Progress Schedules, Contractor to submit format of schedule for approval by Sustainability Manager and AMEC/Engineer. 1.3 CONTENT A. Indicate complete sequence of construction by activity, with dates for beginning and completion of each element of construction. B. Identify work of separate stages and other logically grouped activities. C. Provide sub-schedules to define critical portions of the entire schedule. 1.4 REVISIONS TO SCHEDULES A. Indicate progress of each activity to date of submittal, and projected completion date of each activity. B. Identify activities modified since previous submittal, major changes in scope, and other identifiable changes. 1. Major changes in scope. 2. Activities modified since previous submission. PROGRESS SCHEDULES 01310-Page 163 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 3. Revised projections of progress and completion. 4. Other identifiable changes. C. Provide a narrative report as needed to define: 1. Problem areas, anticipated delays and the impact on the schedule. 2. Corrective action recommended and its effect. 3. The effect of changes on schedules of other prime contractors. 1.5 SUBMITTALS A. Submit initial schedules within five (5) days after receipt of the Contract Notice to Proceed. 1. Sustainability Manager and AMEC/Engineer will review schedules and return approved copy. 2. Submit revised Progress Schedules with each Application for Payment. 1.6 DISTRIBUTION A. Distribute copies of the reviewed schedules to: 1. Job site file. 2. Subcontractors. 3. Other concerned parties. B. Instruct recipients to report promptly to the Contractor, in writing, any problems anticipated by the projections shown in the schedules. Note: It is not incumbent upon Sustainability Manager or AMEC/Engineer to notify the Contractor when to begin, to cease, or to resume work nor to give early notice of faulty or defective work, or in any way to superintend so as to relieve the Contractor of responsibility or of any consequence of neglect or carelessness. PROGRESS SCHEDULES 01310-Page 164 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01370 SCHEDULE OF VALUES PART 1 - GENERAL 1.1 SUMMARY A. Section includes: Contractor submission of a Schedule of Values. 1. The Schedule of Values allocated to the various portions of the Work shall be submitted to Sustainability Manager within five (5) days after Notice to Proceed. 2. No item in the Schedule of Values shall exceed $25,000.00 without prior approval from Monroe County Sustainability Manager. 3. Upon request of Sustainability Manager, revise and/or support the values with data which will substantiate their correctness. 4. The Schedule of Values forms the basis for the Contractor's Applications for Payment. 5. The Schedule of Values shall be the basis for the amount of credit to be allowed by the Contractor to the Owner as per 5.6.1 of the Contract. 1.2 FORM AND CONTENT OF SCHEDULE OF VALUES A. Type schedule on AIA G703 Form; the Contractor's standard forms and automated printout will be considered by Sustainability Manager upon the Contractor's request. Identify schedule with: 1. Title of Project and location 2. Architect/Engineer 3. Name and Address of the Contractor 4. Contract designation 5. Date of submission B. List the installed value of the component parts of the Work in sufficient detail to serve as a basis for computing values for progress payments during construction. C. Follow the Specifications as the format for listing component items. 1. Identify each line item with the number and title of the respective major section of the Specifications. D. Itemize separate line item cost for each of the following general cost items: 1. Mobilization. 2. Bonds, Insurance and Permits. 3. Clean-up. 4. Submittals. 5. Safety. E. For each major line item list sub-values of major products or operations under the item. F. For the various portions of the Work: SCHEDULE OF VALUES 01370-Page 165 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 1. Include a directly proportional amount of the Contractor's overhead and profit for each item. 2. for items on which progress payments will be requested for stored materials, break down the value into: a. The cost of the materials, delivered and unloaded, with taxes paid. b. The total installed value. C. Attach vendor invoices. d. No progress payments will be made for any materials stored off site. 3. Submit a sub-schedule for each separate stage of work specified G. The sum of values listed in the schedule shall equal the total Contract Sum. 1.3 REVIEW AND SUBMITTAL A. After review by Sustainability Manager, revise and resubmit schedule (and Schedule of Material Values) as required. B. Resubmit revised schedule in same manner. SCHEDULE OF VALUES 01370-Page 166 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01385 DAILY CONSTRUCTION REPORTS PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Requirement for Daily Construction Reports by the General Contractor. 2. Scheduled submission times for Daily Construction Reports. 1.2 FORM AND CONTENT OF DAILY CONSTRUCTION REPORTS A. Daily Construction Reports shall be submitted by the General Contractor performing work on the project. We have provided a form for your use at the end of this section. If you chose to use your own form, all the information asked for on the Daily Construction Report form included in this section, must be included on your form. Items to be addressed on the Report are: 1. Title of Project 2. Name of Contractor 3. Date and day of Report information. For example, you performed work on Thursday, February 14, 2008, so you would therefore use "Thursday, 2/14/08." This holds true even if you did not complete filling out the Report until Friday, 2/15/08. 4. Contract designation. 5. Note any major Shipments received on that particular day. 6. Note major equipment used that day. 7. Note manpower used, and designate what trades. For example, if you were the mechanical contractor, you would also list how many insulators, pipe fitters, etc., that you were also managing, even if they were subcontractors. In addition, list the names of the subcontractors that were on-site that day. 8. Note any deficiencies in your work, and corrective actions taken to resolve the deficiencies. 9. Note any safety violations discovered, whether or not caused by your forces. 10. Provide a full description of work performed that day, by all subcontractors, and or employees, currently working on the project. Furthermore, be sure to include any problems or unusual conditions discovered. 11. Report is to be signed by the authorized representative of the contractor, and should the signature not be legible, print the name of the signer next to the signature. 1.3 SCHEDULE OF SUBMITTING DAILY REPORTS A. Daily Reports are to be submitted to AMEC/Engineer at the regularly scheduled Project Meetings. Contractors are to submit the original of their report, and should keep a copy for their records. AMEC/Engineer or Sustainability Manger DAILY CONSTRUCTION REPORTS 01385-Page 167 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL photocopying facilities are not to be used in the reproduction for submission of the reports. B. Should contractor fail to comply with these instructions, the contractor's payment application for the following month will be held in abeyance until such time the contractor properly submits the delinquent reports. DAILY CONSTRUCTION REPORT PROJECT: REPORT NO: CONTRACTOR: DATE TIME WEATHER TEMP.RANGE EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE WORK IN PROGRESS PRESENT AT SITE OBSERVATIONS ITEMS TO SATISFY INFORMATION OR ACTION REQUIRED ATTACHMENTS REPORT BY: DAILY CONSTRUCTION REPORTS 01385-Page 168 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01395 REQUEST FOR INFORMATION (RFI) PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Notification to AMEC/Engineer and Sustainability Manager in the event errors, field conflicts, and omissions are found in the Contract Documents or clarifications are necessary. 2. Utilization of (RFI)form. B. Related Sections: 1. General Conditions Article 2.3 2. General Conditions Article 8.3.2 3. General Conditions Article 12.3 1.2 FORM AND CONTENT OF REQUEST FOR INFORMATION A. All errors, field conflicts, and omissions in the Contract Documents shall be brought to the attention of AMEC//Engineer and Sustainability Manager immediately. If clarifications are necessary, the request is to be conveyed to AMEC/Engineer and Sustainability Manager. AMEC/Engineer and Sustainability Manager will respond to the Contractor. The RFI is a tool established to provide expedient clarifications of contract drawings, specifications or field conflicts. It is not meant to be a substitute for good communication. B. The RFI is not meant for formal notification of extra work. Reference General Conditions paragraph 8.3.2 and 12.3 (see Supplementary General Conditions), when formal correspondence is required for formal notification of time extensions, and for cost change notifications. C. The responses provided on the RFI form to the Contractor are considered by the Owner to be clarifications and/or minor changes in the Work not involving an adjustment in the Contract Sum or an extension of the Contract time per Paragraph 12.4 of the Contract General Conditions. Should the Contractor consider the RFI response requires extra work, notification in accordance with Paragraph 12.3.1 of the Supplementary General Conditions is required. 1.3 UTILIZATION OF RFI FORM A. The RFI form to be utilized is included at the end of this section, if you wish to use a form of your own; it must contain the same information requested on our form. REQUEST FOR INFORMATION 01395-Page 169 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL REQUEST FOR INFORMATION (RFI) DATE RFI# PROJECT FROM CONTRACTOR ADDRESS PHONE FAX CELL TO ARCHITECT ADDRESS PHONE FAX CELL DESCRIPTION CONTRACTOR RECOMMENDATION COSTIMPACT NAME DATE RESPONSE NAME DATE REQUEST FOR INFORMATION 01395-Page 170 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01400 QUALITY CONTROL PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions, and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for quality control services. B. Quality control services include inspections, tests, and related actions, including reports performed by Contractor, by independent agencies, and by governing authorities. They do not include contract enforcement activities performed by Architect. C. Inspection and testing services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with Contract Document requirements. D. Requirements of this Section relate to customized fabrication and installation procedures, not production of standard products. 1. Specific quality control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified inspections, tests, and related actions do not limit Contractor's quality control procedures that facilitate compliance with Contract Document requirements. 3. Requirements for Contractor to provide quality control services required by Owner, or authorities having jurisdiction are not limited by provisions of this Section. E. Related Sections: The following Sections contain requirements that are related to this Section: 1. Division 1 Section "Cutting and patching" specifies requirements for repair and restoration of construction disturbed by inspection and testing activities. 2. Division 1 Section "Submittals: specifies requirements for development of a schedule of required tests and inspections. QUALITY CONTROL 01400-Page 171 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 1.3 RESPONSIBILITIES A. The contractor shall be responsible to secure, provide, and pay for all inspections, test, and other quality-control services specified and required by the contract or governing authorities. Costs for these services are included in the Contract Sum. Any reference in the Contract Documents, Drawings, Front End Documents or Technical Specifications indicating the Owner is responsible to secure and pay for testing shall be disregarded and rendered null and void. 1. Where individual Sections specifically indicate that certain inspections, tests, and other quality-control services are the Contractor's responsibility, the Contractor shall employ and pay a qualified independent testing agency to perform quality-control services. Costs for these services are included in the Contract Sum. a. Where the Owner has engaged a testing agency for testing and inspecting part of the Work, and the Contractor is also required to engage an entity for the same or related element, the Contractor shall not employ the entity engaged by the Owner, unless agreed to in writing by the Owner. B. Re-testing: The Contractor is responsible for re-testing where results of inspections, tests, or other quality-control services prove unsatisfactory and indicate noncompliance with Contract Document requirements, regardless of whether the original test was Contractor's responsibility. 1. The cost of re-testing construction, revised or replaced by the Contractor, is the Contractor's responsibility where required tests performed on original construction indicated noncompliance with Contract Document requirements. C. Associated Services: Cooperate with agencies performing required inspections, tests, and similar services, and provide reasonable auxiliary services as requested. Notify the agency sufficiently in advance of operations to permit assignment of personnel. Auxiliary services required include, but are not limited to, the following: 1. Provide access to the Work. 2. Furnish incidental labor and facilities necessary to facilitate inspections and tests. 3. Take adequate quantities of representative samples of materials that require testing or assist the agency in taking samples. 4. Provide facilities for storage and curing of test samples. 5. Deliver samples to testing laboratories. 6. Provide the agency with a preliminary design mix proposed for use for materials mixes that require control by the testing agency. 7. Provide security and protection of samples and test equipment at the Project Site. QUALITY CONTROL 01400-Page 172 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL D. Duties of the Testing Agency: The independent agency engaged to perform inspections, sampling, and testing of materials and construction specified in individual Sections shall cooperate with the Architect and the Contractor in performance of the agency's duties. The testing agency shall provide qualified personnel to perform required inspections and tests. 1. The agency shall notify AMEC/Engineer, the Sustainability Manager and the Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. 2. The agency is not authorized to release, revoke, alter, or enlarge requirements of the Contract Documents or approve or accept any portion of the Work. 3. The agency shall not perform any duties of the Contractor. 1.4 SUBMITTALS A. Unless the Contractor is responsible for this service, the independent testing agency shall submit a certified written report, in duplicate, of each inspection, test, or similar service to AMEC/Engineer and Sustainability Manager. If the Contractor is responsible for the service, submit a certified written report, in duplicate, of each inspection, test, or similar service through the Contractor. 1. Submit additional copies of each written report directly to the governing authority, when the authority so directs. 2. Report Data: Written reports of each inspection, test, or similar service include, but are not limited to, the following: a. Date of issue. b. Project title and number. C. Name, address, and telephone number of testing agency. d. Dates and locations of samples and tests or inspections. e. Names of individuals making the inspection or test. f. Designation of the Work and test method. g. Identification of product and Specification Section. h. Complete inspection or test data. I. Test results and an interpretation of test results. j. Ambient conditions at the time of sample taking and testing. k. Comments or professional opinion on whether inspected or tested Work complies with Contract Document requirements. I. Name and signature of laboratory inspector. M. Recommendation on re-testing. 1.5 QUALITY ASSURANCE A. Qualifications for Service Agencies: Engage inspection and testing service agencies, including independent testing laboratories, that are pre-qualified as complying with the American Council of Independent Laboratories" Recommended Requirements for Independent Laboratory Qualification" and that specialize in the types of inspections and tests to be performed. QUALITY CONTROL 01400-Page 173 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 1. Each independent inspection and testing agency engaged on the Project shall be authorized by authorities having jurisdiction to operate in the state where the Project is located. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.1 REPAIR AND PROTECTION A. General: Upon completion of inspection, testing, sample taking and similar services, repair damaged construction and restore substrates and finishes. Comply with Contract Document requirements for Division 1 Section "Cutting and Patching". B. Protect construction exposed by or for quality-control service activities, and protect repaired construction. C. Repair and protection is Contractor's responsibility, regardless of the assignment of responsibility for inspection, testing, or similar services. QUALITY CONTROL 01400-Page 174 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01410 TESTING LABORATORY SERVICES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Selection and payment 2. The Contractor submittals 3. Testing laboratory responsibilities 4. Testing laboratory reports 5. Limits on testing laboratory authority 6. The Contractor responsibilities 7. Schedule of inspections and tests B. Section Includes: 1. Section 00750 - GENERAL CONDITIONS 2. Section 01700 - CONTRACT CLOSEOUT 3. Section 01800 - SOIL BORING DATA 4. Individual Specification Sections: inspections and tests required, and standards for testing. 1.2 SELECTION AND PAYMENT A. The Contractor shall be responsible to secure and pay for all testing services of a qualified independent testing laboratory to perform specified inspections and testing as indicated in Technical Specification Sections and as required by the contract or any governing authorities. Any reference in the Contract Documents, Drawings, Front End Documents or Technical Specification indicating the Owner is responsible to secure and pay for testing shall be disregarded and rendered null and void. B. Employment of testing laboratory shall in no way relieve the Contractor of obligation to perform the Work in accordance with requirements of the Contract Documents. 1.3 QUALITY ASSURANCE A. Testing laboratory: authorized to operate in the State of Florida. B. Testing laboratory staff: maintain a full time registered Engineer on staff to review services. C. Testing Equipment: calibrated at reasonable intervals with devices of accuracy traceable to either National Bureau of Standards (NBS) standards or accepted values of natural physical constants. D. Meet "Recommended Requirements for Independent Laboratory Qualification," published by American Council of Independent Laboratories. TESTING LABORATORY SERVICES 01410-Page 175 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 1.4 TESTING LABORATORY RESPONSIBILITIES A. Test samples of mixes. B. Provide qualified personnel at the Site. Cooperate with AMEC/Engineer and the Contractor in performance of services. C. Perform specified inspection, sampling, and testing of products in accordance with specified standards. D. Ascertain compliance of materials and mixes with requirements of the Contract Documents. E. Promptly notify AMEC/Engineer and the Contractor of observed irregularities or non-conformance of the Work or products. F. Perform additional inspections and tests required by the AMEC/Engineer. 1.5 TESTING LABORATORY REPORTS A. After each inspection and test, promptly submit copies of testing laboratory report to AMEC/Engineer and Contractor. B. Include: 1. Date issued 2. Project title and number 3. Name of inspector 4. Date and time of sampling or inspection 5. Identification of product and Specifications Section 6. Location in the Project 7. Type of inspection or test 8. Date of test 9. Results of test 10. Conformance with the Contract Documents C. When requested by AMEC/Engineer, provide interpretation of test results. 1.6 LIMITS ON TESTING LABORATORY AUTHORITY A. The testing laboratory may not release, revoke, alter, or enlarge on requirements of the Contract Documents. B. The testing laboratory may not approve or accept any portion of the Work. C. The testing laboratory may not assume any duties of the Contractor. D. The testing laboratory has no authority to stop the Work. TESTING LABORATORY SERVICES 01410-Page 176 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 1.7 THE CONTRACTOR RESPONSIBILITIES A. Deliver to the testing laboratory at designated location, adequate samples of materials proposed to be used which require testing, along with proposed mix designs. B. Cooperate with testing laboratory personnel, and provide access to the Work and to the manufacturer's facilities. C. Provide incidental labor and facilities to provide access to the Work to be tested, to obtain and handle samples at the Site or at source of products to be tested, to facilitate tests and inspections, storage and curing of test samples. D. Notify AMEC/Engineer and the testing laboratory 24 hours prior to expected time for operations requiring inspection and testing services. E. Employ services of a separate qualified testing laboratory and pay for additional samples and tests which are beyond the specified requirements. 1.8 RETEST RESPONSIBILITY A. Where the results of required inspections, tests, or similar services prove unsatisfactory and do not indicate compliance with the requirements of the Contract Documents, the cost for any re-tests shall be the responsibility of the Contractor. TESTING LABORATORY SERVICES 01410-Page 177 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01421 REFERENCE STANDARDS AND DEFINITIONS PART 1 — GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specifications Sections, apply to this Section. 1.2 DEFINITIONS A. General: Basic Contract definitions are included in the conditions of this Contract. B. Indicated: The term "indicated" refers to graphic representations, notes or schedules on the Drawings, or other Paragraphs or Schedules in the Specifications, and similar requirements in the Contract Documents. Where terms such as "shown", "noted", "scheduled", and "specified" are used, it is to help the reader locate the reference; no limitation on location is intended. C. Directed: Terms such as "directed", "requested", "authorized", "selected", "approved", "required", and "permitted" mean "directed by AMEC/Engineer", "requested by AMEC/Engineer", and similar phrases. D. Approve: The term "approved", where used in conjunction with AMEC/Engineer's action on the Contractor's submittals, applications, and requests, is limited to AMEC/Engineer's duties and responsibilities as stated in the Conditions of the Contract. E. Regulation: The term "regulations" includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work. F. Furnish: The term "furnish" is used to mean "supply and deliver to the Project site, ready for unloading, unpacking, assembly, installation, and similar operations." G. Install: The term "install" is used to describe operations at project site including the actual "unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations." H. Provide: The term "provide" means "to furnish and install, complete and ready for the intended use." I. Installer: An "Installer" is the Contractor or an entity engaged by the Contractor, either as an employee, subcontractor, or contractor of lower tier for performance of a particular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in the operations they are engaged to perform. REFERENCE STANDARDS AND DEFINITIONS 01421-Page 178 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 1. The term "experienced", when used with the term "Installer", means having a minimum of five previous projects similar in size and scope to this Project, being familiar with the special requirements indicated, and having complied with requirements of the authority having jurisdiction. 2. Trades: Use of titles such as "carpentry" is not intended to imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter". It also does not imply that requirements specified apply exclusively to tradespersons of the corresponding general name. 3. Assignment of Specialists: Certain Sections of the Specifications require that specific construction activities shall be performed by specialists who are recognized experts in the operations to be performed. The specialists must be engaged for those activities, and assignments are requirements over which the Contractor has no choice or option. Nevertheless, the ultimate responsibility for fulfilling Contract requirements remains with the Contractor. a. This requirement shall not be interpreted to conflict with enforcement of building codes and similar regulations governing the Work. It is also not intended to interfere with local trade union jurisdictional settlements and similar conventions. J. Project Site is the space available to the contractor for performance of construction activities, either exclusively or in conjunction with others performing other work as part of the Project. The extent of the Project site is shown on the Drawings and may or may not be identical with the description of the land on which the Project is to be built. K. Testing Laboratories: A "testing laboratory" is an independent entity engaged to perform specific inspections or tests, either at the Project Site or elsewhere, and to report on and, if required, to interpret results of those inspection or tests. 1.3 SPECIFICATION FORMAT AND CONTENT EXPLANATION A. Specification Format: These Specifications are organized into Divisions and Sections based on the Construction Specifications Institute's 16-Division format and MASTER FORMAT numbering system. B. Specification Content: This specification uses certain conventions in the use of language and the intended meaning of certain terms, words, and phrases when used in particular situations or circumstances. These conventions are explained as follows: 1. Abbreviated Language: Language used in Specifications and other Contract Documents is the abbreviated type. Words and meanings shall be interpreted as appropriate. Words that are implied, but not stated shall be interpolated as the sense required. Singular words will be interpreted as plural and plural words interpreted as singular where applicable and the context of the Contract Documents so indicates. 2. Imperative and streamlined language is used generally in the Specifications. Requirements expressed in the imperative mood are to be performed by the Contractor. At certain locations in the text, for clarity, REFERENCE STANDARDS AND DEFINITIONS 01421-Page 179 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL subjective language is used to describe responsibilities that must be fulfilled indirectly by the Contractor, or by others when so noted. a. The words "shall be" shall be included by inference wherever a colon (:) is used within a sentence or phrase. 1.4 INDUSTRY STANDARDS A. Applicability of Standards: Except where the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with the standard in effect as of the date of the Contract Documents. C. Conflicting Requirements: Where compliance with two or more standards is specified, and the standards may establish different or conflicting requirements for minimum quantities or quality levels. Refer requirements that are different, but apparently equal, and uncertainties to Sustainability Manager for a decision before proceeding. 1. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. In complying with these requirements, indicated numeric values are minimum or maximum, as appropriate for the context of the requirements. Refer uncertainties to AMEC/Engineer for a decision before proceeding. D. Copies of Standards: Each entity engaged in construction on the Project is required to be familiar with industry standards applicable to that entity's construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed for performance of a required construction activity, the Contractor shall obtain copies directly from the publications source. E. Abbreviations and Names: Trade association names and titles of general standards are frequently abbreviated. Where such acronyms or abbreviations are used in the Specifications or other Contract Documents, they mean the recognized name of the trade association, standards generating organization, authority having jurisdiction, or other entity applicable to the context of the text provision. Refer to the "Encyclopedia of Associations", published by Gale Research Co., available in most libraries. F. Abbreviations and Names: Trade association names and titles of general standards are frequently abbreviated. The following abbreviations and acronyms, as referenced in the Contract Documents, mean the associated names. Names and addresses are subject to change and are believed, but are not assured, to be accurate and up- to-date as of the date of the Contract Documents. REFERENCE STANDARDS AND DEFINITIONS 01421-Page 180 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL AA Aluminum Association AABC Associated Air Balance Council AAMA American Architectural Manufacturers AAN American Association of Nurserymen (See ANLA) AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute ACPA America Concrete Pipe Association AHA American Hardboard Association Al Asphalt Institute AIA the American Institute of Architects AISC American Institute of Steel Construction AITC American Institute of Timber Construction ALA American Laminators Association ALSC American Lumber Standards Committee AMCA Air Movement and Control Association International, Inc. ANLA American Nursery and Landscape Association ANSI American National Standards Institute APA APA-The Engineering Wood Association (Formerly: American Plywood Association) APA Architectural Precast Association ARMA Asphalt Roofing Manufacturers Association ASA Acoustical Society of America ASC Adhesive and Sealant Council ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers ASME American Society of Mechanical Engineers REFERENCE STANDARDS AND DEFINITIONS 01421-Page 181 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL ASPA American Sod Producers Association (See TPI) ASTM American Society for Testing and Materials AWI Architectural Woodwork Institute AWPA American Wood Preservers' Association AWS American Welding Society BHMA Builders Hardware Manufacturers Association BIA Brick Institute of America EIMA EIFS Industry Members Association EJMA Expansion Joint Manufacturers Association FM Factory Mutual System GA Gypsum Association GANA Glass Association of North America (Formerly: Flat Glass Marketing Association) HMA Hardwood Manufacturers Association (Formerly: Southern Hardwood Lumber Manufacturers Association) HPVA Hardwood Plywood and Veneer Association MFMA Maple Flooring Manufacturers Association NAAMM National Association of Architectural Metal Manufacturers NECA National Electrical Contractors Associations NEI National Elevator Industry NELMA Northeastern Lumber Manufacturers Association NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NHLA National Hardwood Lumber Association NLGA National Lumber Grades Authority NOFMA National Oak Flooring Manufacturers Association REFERENCE STANDARDS AND DEFINITIONS 01421-Page 182 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL NWWDA National Wood Window and Door Association (Formerly: National Woodwork Manufacturers Association) PCA Portland Cement Association PCI Precast/Prestressed Concrete Institute RFCI Resilient Floor Covering Institute SDI Steel Door Institute SGCC Safety Glazing Certification Council SIGMA Sealed Insulating Glass Manufacturing Association SMACNA Sheet Metal and Air Conditioning Contractor's National Association, Inc. SPIB Southern Pine Inspection Bureau SPRI SPRI (Formerly: Single Ply Roofing Institute) SWRI Sealant, Waterproofing and Restoration Institute TCA Tile Council of America UL Underwriters Laboratories, Inc. WCLIB West Coast Lumber Inspection WIC Woodwork Institute of California WWPA Western Wood Products Association G. Federal Government Agencies: Names and titles of Federal Government standards-or specification-producing agencies are often abbreviated. The following abbreviations and acronyms referenced in the Contract Documents indicate names of standards-or specification-producing agencies of the Federal Government. Names and addresses are subject to change and are believed, but are not assured, to be accurate and up-to- date as of the date of the Contract Documents. OSHA Occupational Safety and Health Administration (U.S. Department of Labor) 200 Constitution Ave., NW Washington, DC 20210 REFERENCE STANDARDS AND DEFINITIONS 01421-Page 183 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01500 TEMPORARY FACILITIES PART 1 — GENERAL 1.1 DESCRIPTION A. Work included: Provide temporary facilities needed for the Work including, but not necessarily limited to: 1. Temporary utilities such as water, electricity, and telephone. 2. Field office for the Contractor's personnel. 3. Sanitary facilities. 4. Enclosures such as tarpaulins, barricades, and canopies. 5. Temporary fencing of the construction site as required for public and employee safety. 6. Project sign. B. Related Work: 1. Documents affecting work of this Section include, but are not necessarily limited to Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 PRODUCT HANDLING A. Maintain temporary facilities and controls in proper and safe condition throughout progress of the Work. PART 2 - PRODUCTS 2.1 FIELD OFFICES AND SHEDS A. Contractor's facilities: 1. The Contractor shall provide and maintain an office with telephone facilities where he or a responsible representative of his organization may be reached at any time while work is in progress. The Contractor's office need not be located at the project site but must be located in the Lower Uppe Keys area. B. Sanitary facilities: 1. Provide temporary sanitary facilities in the quantity required for use by all personnel. 2. Maintain in a sanitary condition at all times. 2.2 ENCLOSURES A. Provide and maintain for the duration of construction all scaffolds, tarpaulins, canopies, warning signs, steps, platforms, bridges, and other temporary TEMPORARY FACILITIES 01500-Page 184 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL construction necessary for proper completion of the Work in compliance with pertinent safety and other regulations. B. Upon completion of the Work, remove job signs. C. Except as otherwise specifically approved by the Owner, do not permit other signs or advertising on the job site. 2.3 TEMPORARY FENCING A. Provide and maintain for the duration of construction a temporary fence or barricade of design and type needed to prevent entry onto the Work by the public. 2.4 PROJECT SIGNS: A. Prior to start of construction, mount a project sign on a 4'x8' sheet of plywood. Securely fasten the sign to the building or posts set in the ground as approved by Sustainability Manager. A design provided by, or approved by Sustainability Manager will include, but not necessarily be limited to: the project name; the Owner's name; major tenant's names; the Contractor's name, address, and telephone number, and the Engineer's name, address, and telephone number. PART 3— EXECUTION 3.1 MAINTENANCE AND REMOVAL A. Maintain temporary facilities and controls as long as needed for safe and proper completion of the Work. B. Remove such temporary facilities, to include existing mobile home, and controls as rapidly as progress of the Work will permit, or as directed by the Owner. TEMPORARY FACILITIES 01500-Page 185 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01520 CONSTRUCTION AIDS PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Construction aids 2. Temporary enclosures 1.2 REQUIREMENTS OF REGULATORY AGENCIES B. Comply with Federal, State and local codes and regulations. PART 2 - PRODUCTS 2.1 MATERIALS - GENERAL A. Materials may be new or used, suitable for the intended use and shall not violate requirements of applicable codes and standards. 2.2 CONSTRUCTION AIDS A. The Contractor shall be responsible for furnishing, installing, maintaining, and removing on completion of the Work all scaffolds, staging, ladders, stairs, ramps, runways, platforms, railings, chutes, and other such facilities and equipment required by his personnel to insure their safety and facilitate the execution of the Work. 1. The Contractor shall comply with all Federal, State and local codes, laws and regulations governing such construction aids. 2. The Contractor shall relocate such construction aids as required by the progress of construction, by storage or work requirements, and to accommodate the legitimate requirements of the Owner or AMEC/Engineer or other separate contractors employed at the site. 3. The Contractor shall completely remove temporary scaffolds, access, platforms, and other such materials, facilities, and equipment, at the completion of the Work or when construction needs can be met by the use of the permanent construction, provided AMEC/Engineer has approved and authorized such use. The Contractor shall clean up and shall repair any damage caused by the installation or by the use of such temporary construction aids. The Contractor shall restore any permanent facilities used for temporary purposes to their specified condition. The foregoing obligations of the Contractor are in addition to his obligations under Article 10 of the General Conditions. 2.3 TEMPORARY ENCLOSURES CONSTRUCTION AIDS 01520-Page 186 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL A. The Contractor shall be responsible for installing the permanent closure in an opening in an exterior wall and shall be responsible for installing, maintaining, and removing, as the Work progresses, a temporary weather-tight enclosure for that opening as necessary to provide acceptable working conditions, to provide weather protection for interior materials, to allow for effective temporary heating and/or cooling, and to prevent entry of unauthorized persons. 1. The Contractor shall install such temporary enclosures as soon as is practical after the opening is constructed or as directed by AMEC/Engineer. 2. Temporary enclosures shall be removable as necessary for the Work and for handling of materials. 3. Temporary enclosures shall be completely removed when construction needs can be met by the use of the permanent closures. 4. The Contractor responsible for providing, maintaining, and removing the temporary enclosure shall clean and shall repair any damage caused by the installation of such enclosure. 5. The Contractor shall remain responsible for insuring that his work, material, equipment, supplies, tools, machinery, and construction equipment is adequately protected from damage or theft and shall provide, maintain and remove such additional temporary enclosures as may be deemed necessary. The foregoing obligations of the Contractor are in addition to his obligations under Article 10 of the General Conditions. CONSTRUCTION AIDS 01520-Page 187 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01550 ACCESS ROADS AND PARKING AREAS A. The Contractor shall be responsible for installing and maintaining, until the completion of his Work any temporary access roads or parking facilities required by his Work, other than that which has been provided or required by the Owner. The Contractor shall remove temporary access roads and parking facilities and restore the areas to original or required grades. B. Any Contractor excavating across an access road or parking area shall back-fill and compact his excavation and resurface the road or parking area to match the existing surface. The Contractor shall comply with all applicable Specifications when so doing. END SECTION 01550 ACCESS ROADS AND PARKING AREAS 01550-Page 188 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01560 TEMPORARY CONTROLS PART 1 - GENERAL 1.1 SUMMARY OF WORK BY THE CONTRACTOR A. Section Includes: 1. Water control 2. Dust control 3. Erosion and sediment control 4. Pollution control B. Related sections: 1. SCOPES OF WORK 1.2 WATER CONTROL A. Contractor shall grade site to drain. B. Protect site from puddling or running water. Provide water barriers to protect site from soil erosion. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. 1.3 DUST CONTROL A. Execute the Work by methods to minimize raising dust from construction operations. B. Provide positive means to prevent airborne dust from dispersing into atmosphere. 1.4 EROSION AND SEDIMENT CONTROL A. Plan and execute construction by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation. B. Minimize amount of bare soil exposed at one time. C. Provide temporary measures such as berms, dikes, and drains, to prevent water flow. D. Construct fill and waste areas by selective placement to avoid erosive surface silts or clays. E. Inspect earthwork to detect evidence of erosion and sedimentation; promptly apply corrective measures. TEMPORARY CONTROLS 01560-Page 189 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 1.5 POLLUTION CONTROL A. Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. END SECTION 01560 TEMPORARY CONTROLS 01560-Page 190 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01590 FIELD OFFICES AND SHEDS A. The Contractor shall furnish, install, and maintain a temporary field office if required by Sustainability Manager and AMEC/Engineer for his use, the use of his employees, and the use AMEC/Engineer during the construction period. The location of the Field Office shall be determined by Sustainability Manager and AMEC/Engineer. B. The Contractor shall furnish, install, and maintain temporary storage and work sheds to adequately protect his work, materials, equipment, supplies, tools, machinery, and construction equipment from damage and theft. C. The Contractor shall arrange his field office and sheds so as not to interfere with the construction. The locations of field offices and sheds shall be coordinated with Sustainability Manager and AMEC/Engineer. The type, size and location of field offices and sheds are subject to approval by Sustainability Manager and AMEC/Engineer .. D. The Contractor shall arrange and pay for temporary electricity and telephone service for his field office and sheds, if he should require such services. E. The Contractor shall relocate his field office and sheds as directed by Sustainability Manager, at no additional cost to the Owner. F. The Contractor shall remove his field office and sheds on completion of the Work or when directed by Sustainability Manager and AMEC/Engineer. The Contractor shall remove all debris and rubbish and shall leave the area in a clean and orderly condition. END SECTION 01590 FIELD OFFICES AND SHEDS 01590-Page 191 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01595 CONSTRUCTION CLEANING PART 1 - GENERAL 1.1 SUMMARY OF WORK PERFORMED BY THE CONTRACTOR A. Section includes: 1. Cleaning during progress of work. 1.2 DISPOSAL REQUIREMENTS A. Conduct cleaning and disposal operations to comply with codes, ordinances, regulations, and anti-pollution laws. 1. Do not burn or bury rubbish and waste materials on Project Site. 2. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains. PART 2 - PRODUCTS 2.1 MATERIALS A. Use only those cleaning materials which will not create hazards to health or property and which will not damage surfaces. B. Use only those cleaning materials and methods recommended by manufacturer of the surface material to be cleaned. C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. D. Sweeping compounds used in cleaning operations shall leave no residue on concrete floor surfaces that may affect installation of finish flooring materials. PART 3 - EXECUTION 3.1 DURING CONSTRUCTION A. Execute cleaning to keep the Work, the Site and adjacent properties free from accumulations of waste materials, rubbish and windblown debris, resulting from construction operations. B. Provide on-site containers for the collection of waste materials, debris, and rubbish. C. Dispose of waste materials, debris and rubbish off site at a state permitted disposal site. CONSTRUCTION CLEANING 01595-Page 192 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL D. Trash containers shall be provided by Contractor and located in trash accumulation areas designated by AMEC/Engineer. Contractor each day shall collect and deposit in the containers, all rubbish, waste materials, debris, and other trash from his operations, including any trash generated by his employees during lunch periods or coffee breaks. Shipping dunnage is also to be removed by the contractor. Paper, boxes and bulk packaging shall be folded or cut into reasonable sizes and shapes as appropriate and confined to prevent loss of trash due to wind relocation. Full trash containers shall be disposed and replaced as necessary to maintain above requirements and/or as directed by AMEC/Engineer. Contractor shall use properly licensed solid waste hauling vendors, licensed to operate in Monroe County. CONSTRUCTION CLEANING 01595-Page 193 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01600 MATERIAL AND EQUIPMENT PART 1 - GENERAL 1.1 SUMMARY OF WORK PERFORMED BY THE CONTRACTOR A. Section includes: 1. Products 2. Transportation and handling 3. Storage and protection 4. Security 1.2 PRODUCTS A. Products: means new material, machinery, components, equipment, fixtures, and systems forming the Work. Products do not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse. B. Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents. C. Provide interchangeable components of the same manufacturer, for similar components. 1.3 TRANSPORTATION AND HANDLING A. The Contractor shall be responsible for the transportation of all materials and equipment furnished under this contract. Unless otherwise noted, the Contractor shall also be responsible for loading, receiving and off-loading at the site all material and equipment installed under this Contract, whether furnished by the Contractor or the Owner. The Contractor shall be responsible for coordinating the installation within the buildings of equipment that is too large to pass through finished openings. B. Transport and handle products in accordance with manufacturer's instructions. C. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. D. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. MATERIAL AND EQUIPMENT 01600-Page 194 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 1.4 STORAGE AND PROTECTION The Contractor shall be responsible for the proper storage of all materials, supplies, and equipment to be installed under this Contract. Materials stored on site but not adequately protected will not be included in estimates for payment. Except for materials stored within designated and approved storage sheds, vans, or trailers, the Contractor shall not bring onto nor store in any manner at the site any materials and equipment which will not be incorporated into the permanent Work within seven (7) days from the delivery date. The Contractor shall be responsible for arranging and paying for the use of property off the site for storage of materials and equipment as may be required. 1.5 SECURITY A. The Contractor shall be totally responsible for the security of his work, materials, equipment, supplies, tools, machinery, and construction equipment. MATERIAL AND EQUIPMENT 01600-Page 195 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01630 POST-CONTRACT SUBSTITUTIONS PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Post-proposal substitutions 1.2 SUBSTITUTIONS A. Base Proposal shall be in accordance with the Contract Documents. B. After the end of the proposal period, substitution requests, from the successful Proposer, will be considered only in the case of: 1. Product unavailability. 2. Other conditions beyond the control of the Contractor. C. Submit a separate request for each substitution. Support each request with the following information: 1. Complete data substantiating compliance of proposed substitution with requirements stated in Contract Documents: a. Product identification, including manufacturer's name and address. b. Manufacturer's literature, identifying: 1) Product description. 2) Reference standards. 3) Performance and test data. C. Samples, as applicable. d. Name and address of similar projects on which product has been used and date of each installation. 2. Itemized comparison of the proposed substitution with product specified, listing significant variations. 3. Data relating to changes in construction schedule. 4. Effects of substitution on separate contracts. 5. List of changes required in other work or products. 6. Accurate cost data comparing proposed substitution with product specified. a. Amount of net change to Contract Sum. 7. Designation of required license fees or royalties. 8. Designation of availability of maintenance services, sources of replacement materials. POST CONTRACT SUBSTITUTIONS 01630-Page 196 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL D. Substitutions will not be considered for acceptance when: 1. A substitution is indicated or implied on shop drawings or product data submittals without a formal request from Proposer. 2. Acceptance will require substantial revision of Contract Documents. 3. In judgment of AMEC/Engineer the substitution request does not include adequate information necessary for a complete evaluation. 4. Requested directly by a subcontractor or supplier. E. Do not order or install substitute products without written acceptance of AMEC/Engineer. F. AMEC/Engineer will determine acceptability of proposed substitutions. G. No verbal or written approvals other than by Change Order will be valid. 1.3 CONTRACTOR'S REPRESENTATION A. In making formal request for substitution the Contractor represents that: 1. The proposed product has been investigated and it has been determined that it is equivalent to or superior in all respects to the product specified. 2. The same warranties or bonds will be provided for the substitute product as for the product specified. 3. Coordination and installation of the accepted substitution into the Work will be accomplished and changes as may be required for the Work to be complete will be accomplished. 4. Claims for additional costs caused by substitution which may subsequently become apparent will be waived by the Contractor. 5. Complete cost data is attached and includes related costs under the Contract, but not: a. Costs under separate contracts. b. Sustainability Manager's costs for redesign or revision of Contract Documents. 1.4 POST-PROPOSAL SUBSTITUTION FORM A. The form is attached to this section. B. Substitutions will be considered only when the attached form is completed and included with the submittal with back-up data. POST CONTRACT SUBSTITUTIONS 01630-Page 197 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL POST-PROPOSAL SUBSTITUTION FORM TO: AMEC/Engineer We hereby submit for your consideration the following product instead of the specified item for the above project: DRAWING NO: DRAWING NAME: SPEC. SEC. SPEC. NAME PARAGRAPH SPECIFIED ITEM Proposed Substitution: Attach complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Submit with request necessary samples and substantiating data to prove equal quality and performance to that which is specified. Clearly mark manufacturer's literature to indicate equality in performance. The undersigned certifies that the function, appearance and quality are of equal performance and assumes liability for equal performance, equal design and compatibility with adjacent materials. Submitted By: Signature Title Firm Address Telephone Date Signature shall be by person having authority to legally bind his firm to the above terms. Failure to provide legally binding signature will result in retraction of approval. For use by the Architect/Engineer: For use by the Owner/Prof. Mgmt.: Recommended Recommended as noted Approved Not Recommended Received too late Not Approved Insufficient data received Approved as noted By: By: Date: Date: POST CONTRACT SUBSTITUTIONS 01630-Page 198 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL Fill in Blanks Below: A. Does the substitution affect dimensions shown on Drawings? Yes No If yes, clearly indicate changes: B. Will the undersigned pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? Yes No If no, fully explain: C. What effect does substitution have on other Contracts or other trades? D. What effect does substitution have on construction schedule? E. Manufacturer's warranties of the proposed and specified items are: Same Different. Explain: F. Reason for Request: G. Itemized comparison of specified item(s) with the proposed substitution; list significant variations: H. This substitution will amount to a credit or extra cost to the Owner of: dollars ($ ). I. Designation of maintenance services and sources: (Attach additional sheets if required.) POST CONTRACT SUBSTITUTIONS 01630-Page 199 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01640 PRODUCT HANDLING PART I--GENERAL 1.1 DESCRIPTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR A. Work included. Protect products scheduled for use in the Work by means including, but not necessarily limited to, those described in this Section. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division of these Technical Special Provisions. 2. Additional procedures also may be prescribed in other Sections of these Technical Special Provisions. 1.2 QUALITY ASSURANCE A. Include within the Contractor's quality assurance program such procedures as are required to assure full protection of work and materials. 1.3 MANUFACTURERS' RECOMMENDATIONS A. Except as otherwise approved by Sustainability Manager, determine and comply with manufacturers' recommendations on product handling, storage, and protection. 1.4 PACKAGING A. Deliver products to the job site in their manufacturer's original container, with labels intact and legible. 1. Maintain packaged materials with seals unbroken and labels intact until time of use. 2. Promptly remove damaged material and unsuitable items from the job site, and promptly replace with material meeting the specified requirements, at no additional cost to the Owner. B. AMEC/Engineer may reject as non-complying such material and products that do not bear identification satisfactory to AMEC/Engineer as to manufacturer, grade, quality, and other pertinent information. 1.5 PROTECTION A. Protect finished surfaces through which equipment and materials are handled. PRODUCT HANDLING 01640-Page 200 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL B. Provide protection for finished floor surfaces in traffic area prior to allowing equipment or materials to be moved over such surfaces. C. Maintain finished surfaces clean, unmarred, and suitably protected until accepted by the Owner. 1.6 REPAIRS AND REPLACEMENTS A. In event of damage, promptly make replacements and repairs to the approval of AMEC/Engineer and at no additional cost to the Owner. B. Additional time required to secure replacements and to make repairs will not be considered by AMEC/Engineer and Sustainability Manager to justify an extension in Contract Time of Completion. PRODUCT HANDLING 01640-Page 201 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01700 CONTRACT CLOSEOUT PART 1 — GENERAL 1.1 PROJECT TERMINATION A. The Contract requirements are met when construction activities have successfully produced, in this order, these three terminal activities: 1. Substantial Completion 2. Final Completion 3. Final Payment 1.2 NOTICE OF SUBSTANTIAL COMPLETION A. Contractor shall submit to AMEC/Engineer when work is substantially complete: 1. A written notice that the Work, or designated portion thereof, is substantially complete. 2. Request Substantial Completion Observation at a mutually agreeable date. 3. Certifications of systems and testing/balancing final reports. 4. Submit evidence of compliance with requirements of governing authorities: a. Certificate of Occupancy (or Completion) b. Certificates of Inspection as applicable: 1) Electrical systems if required by Code B. Within a reasonable time after receipt of such notice, the Owner and the Contractor will make an observation to determine the status of completion. C. Should the Owner determine that the work is not substantially complete, the following will occur: 1. The Owner will promptly notify the Contractor in writing, giving the reasons. 2. The Contractor shall remedy the deficiencies in the Work, and send a second written notice of substantial completion to the Owner. 3. The Owner will re-observe the Work. D. When the Owner concurs that the Work is substantially complete, the following will occur: 1. AMEC/Engineer will prepare a Certificate of Substantial Completion accompanied by the Punch List of items to be completed or corrected, as verified and amended by Sustainability Manager. Contract responsibilities are not altered by inclusion or omission of required Work from the punch list. CONTRACT CLOSEOUT 01700-Page 202 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 2. The Owner will submit the certificate to the contractor for written acceptance of the responsibilities assigned to them in the certificate. E. Contractor shall complete or correct items identified on the punch list and required by the Contract requirements within time limit established by the certificate. 1.3 FINAL COMPLETION A. To attain final completion, the Contractor shall complete activities pertaining to substantial completion, complete Work on punch list items and submit written request to the Owner for final inspection within thirty (30) calendar days of date of substantial completion. B. When the Work is complete, the Contractor shall submit written certification that: 1. The Contract Documents have been reviewed. 2. Work has been inspected for compliance with the Contract Documents. 3. Work has been completed in accordance with the Contract Documents. 4. Equipment and systems have been tested in the presence of the Owner's representative and are operational. 5. Work is completed and ready for final observation. C. The Owner and the Contractor will make an inspection to verify the status of completion with reasonable promptness after receipt of such certification. D. Should the Owner consider that the Work is incomplete or defective: 1. The Owner will promptly notify the Contractor in writing, listing the incomplete or defective work. 2. The Contractor shall take immediate steps to remedy the stated deficiencies and send a second written certification to the Owner that the Work is complete. 3. The Owner will re-inspect the Work. E. When the Work is acceptable under the Contract Documents as determined by the Owner, the Owner will request the Contractor to make close-out submittals. Warranties & Guarantees for everything will begin at Substantial Completion. 1.4 THE CONTRACTOR'S CLOSEOUT SUBMITTALS TO THE OWNER Contractor shall provide two (2) hard copies in tabulated divided binders and one (1) saved electronically tabbed and indexed in Adobe Acrobat file (.PDF) format delivered on a downloadable CD/DVD or flash drive of the all the following but not limited to: CONTRACT CLOSEOUT 01700-Page 203 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL A. Project Record Documents (As Built Documents). B. Operating and maintenance data, instructions to the Owner's personnel. C. Warranties, bond and guarantees. D. Keys and keying schedule. E. Spare parts and maintenance materials. F. Electronic copies of approved submittals G. Evidence of payment and final release of liens and consent of surety to final release (includes final release from all utilities and utility companies). 1.5 FINAL ADJUSTMENT OF ACCOUNTS A. Submit a final statement of accounting to the Owner. B. Statement shall reflect adjustments to the Contract Sum: 1. The original Contract Sum 2. Additions and deductions resulting from: a. Previous Change Orders b. Allowances C. Deductions for uncorrected Work d. Deductions for Liquidated Damages e. Deductions for Re-inspection Payments f. Other Adjustments C. The Owner will prepare a final Change Order, reflecting adjustments to the Contract Sum which were not previously made by Change Orders. 1.6 FINAL APPLICATION FOR PAYMENT A. The Contractor shall submit the final Application for Payment in accordance with procedures and requirements stated in the Conditions of the Contract. CONTRACT CLOSEOUT 01700-Page 204 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01710 FINAL CLEANING PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Contractor's cleaning at completion of Work 1.2 DISPOSAL REQUIREMENTS A. Conduct cleaning and disposal operations to comply with codes, ordinances, regulations, and anti-pollution laws. 1. Do not burn or bury rubbish and waste materials on the Project Site. 2. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains. PART 2 - PRODUCTS 2.1 MATERIALS A. Use only those cleaning materials which will not create hazards to health or property and which will not damage surfaces. B. Use only those cleaning materials and methods recommended by manufacturer on the surface material to be cleaned. C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. PART 3 - EXECUTION 3.1 DUST CONTROL A. Handle materials in a controlled manner with as little handling as possible. 3.2 FINAL CLEANING A. Employ skilled workmen for final cleaning. B. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels, and other foreign materials from sight-exposed interior and exterior surfaces. C. Polish glossy surfaces to a clear shine. FINAL CLEANING 01710-Page 205 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL D. Broom clean exterior paved surfaces; rake clean other surfaces of the grounds. E. Prior to final completion, or the Owner occupancy, conduct an inspection of sight-exposed interior surfaces, exterior surfaces and work areas, to verify that the entire Work is clean. F. Clean tunnels and closed off spaces of packing boxes, wood frame members and other waste materials used in the Construction. G. Remove temporary labels and stickers from fixtures and equipment. Do not remove permanent name plates, equipment model numbers and ratings. H. Remove from the Site all items installed or used for temporary purposes during construction. I. Restore all adjoining areas to their original or specified condition. FINAL CLEANING 01710-Page 206 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01720 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Contractor shall: 1.Maintain at the job site one copy of: a. Record Contract Drawings b. Record Project Manual C. Coordination drawings d. Addenda e. Reviewed shop drawings f. Change Orders g. Other modifications to the Contract h. Field test records 1.2 GENERAL A. Store documents in cabinets in temporary field office, apart from documents used for construction. B. Maintain documents in clean, dry, legible condition. C. Do not use Project Record Documents for construction purposes. D. Make documents available for inspection by AMEC/Engineer. E. Failure to maintain documents up-to-date will be cause for withholding payments. F. Obtain from Sustainability Manager (at no charge) two sets of the Contract Documents for Project Record Documents including: 1. Specifications with all addenda. 2. Two complete sets of black-line prints of all Drawings. 1.3 RECORDING A. Label each document "Project Record". B. Keep record documents current. C. Do not permanently conceal any work until required information has been recorded. D. Contract Drawings: PROJECT RECORD DOCUMENTS 01720-Page 207 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL 1. Required information may, as an option, be entered on a "working set" and then at completion of Project transfer the information to final submitted "Project Record" set. 2. Legibly mark to record actual construction: a. Depths of various elements of foundation in relation to survey data. b. Horizontal and vertical location of underground utilities and appurtenances referenced to permanent surface improvements. C. Location of internal utilities and appurtenances concealed in construction referenced to visible and accessible features of structure. d. Field changes of dimension and detail. e. Changes made by Change Order or Construction Change Directive. f. Details not on original Contract Drawings. E. Specifications and Addenda: 1. Legibly mark up each Section to record: a. Manufacturer, trade name, catalog number and supplier of each product and item of equipment actually installed. b. Changes made by Change Order or Construction Change Directive. C. Other items not originally specified. F. Conversion of schematic layouts: 1. Arrangement of conduits, circuits, piping, ducts and similar items are in most cases shown schematically on the Drawings. 2. Legibly mark to record actual construction: a. Dimensions accurate to within 1" on the centerline of items shown schematically. b. Identify each item, for example, "cast iron drain" "galvanized water". C. Identify location of each item, for example, "under slab", "in ceiling plenum", "exposed". 3. AMEC/Engineer may waive requirements of schematic layout conversion, when in his opinion, it serves no beneficial purpose. Do not, however, rely on waivers being issued except when specifically issued by AMEC/Engineer in writing. 1.4 SUBMITTAL A. At completion of Project, deliver Project Record Documents to AMEC/Engineer prior to request for final payment. PROJECT RECORD DOCUMENTS 01720-Page 208 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL B. Accompany submittal with transmittal letter, in duplicate, containing: 1. Date 2. Project title and Project number 3. The Contractor's name and address 4. Title and number of each record document 5. Certification that each document as submitted is complete and accurate. 6. Signature of the Contractor, or his authorized representative. PROJECT RECORD DOCUMENTS 01720-Page 209 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01730 OPERATION AND MAINTENANCE DATA PART 1 — GENERAL - Not Applicable END SECTION 01730 OPERATION AND MAINTENANCE DATA 01730-Page 210 of 211 ORGANIC REMOVAL, WATER QUALITY IMPROVEMENT PROJECTS, CANALS #266 DOCTOR'S ARM AND #290 AVENUE I, BIG PINE KEY, MONROE COUNTY, FL SECTION 01740 WARRANTIES PART 1 — GENERAL - Not applicable. END SECTION 01740 WARRANTIES 01740-Page 211 of 211 Exhibit A Design Drawings EXHIBIT A z p r0 00 UJ Ul Da E r S - 1 m = z 'u r0 Q Co r 3 C-) - r0 � CA C() M oQ n MCA n om t� 0 -P, m Qo 3 D (/l X z cF Q ^ m r0 3 W �u -0 (0 o D s n ul V) ro 0 00 �o = 3 fU C Q CT) n 1 --1 � � C kD m ,D ` m z (-1 ch m C v R) R) Ul W Cn jFq Cn � D n � � z IF1 FF] F9 D CnFT-1 F-9 n G7 z C ) o o o m m 0 CD CID �J CC 1 C) < r ` c� o D N c c� CA m m C D rF 1 < No z z � c c� C)m 0 _ _ " � � c1 .1 07-1 (n FT-1 ocn C/) pzp c � = nm � zm � rD DF- � � (� Z � F- (/) CD 0 � = D � D = r D m � m C � D W 0000 � = � po � O � z � CO C0 n � r 0 pm 0 mcn0m oD � � � � C co m � � nm oo � � Fli X 70� m Oz � Oz F- � D _0 > O O O z rn z F -0 0 p mm m gym = C) mm zC Or Drn f= O O O � D � �7 z D p rn0 FTIM Onmm � m � F- D z7a7r 0 � cn COZY � O mrn Oz 1 Dmz C o m n D � p C� C7 D � _ � = pO p f= Z mOpz mD rn � o � m OZ cnz DEC) p CF z mom G) � C� 00 U0 Dim � Dip m Co 0 � 0 mD Z cn � � = oO D cmD p r � c � oX = moo m � � 70 � � G� m m � n mm O � DOz m rz J cnnD m rn z — < r D DO � � p0 WOC m < C N = rn � ri � z7 z m C vi C/) m �) = D ;U D! 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The proposed work is being done to improve the water quality by removing the oxygen depleting organic materials that are contributing to the impairment of these canals for dissolved oxygen. The type, depth and extent of the organic material have been defined by collection of sediment core samples. In both canals (Canal#266 in Doctor's Arm on Big Pine Key, and Canal #290 between Avenues I and J on Big Pine Key), the organic material extends from the current canal bottom which is at approximately-6 feet MLW to depths of-I I feet and-10 feet MLW, respectively. The organic material is proposed to be removed to hard limerock. The estimated volumes of material to be removed are 8,300 cubic yards for Canal #266 and 4,700 cubic yards for Canal#290. At both of these canals there is either already an existing effective weed barrier to prevent additional seaweed(organic material) entry to the canal (Ave J site) or one will be installed as part of the demonstration project restoration (Doctor's Arm site). 2. Site conditions Canal #266 in Doctor's Arm has very poor water quality(0.04 mg/L dissolved oxygen) due to the continual influx of seaweed as well as the seaweed rotting on the canal bottom which creates turbid water high in hydrogen sulfide and methane. Canal #290 between Avenue I and J has poor water quality(1.32 mg/L dissolved oxygen) although the new influx of seaweed is prevented by the homeowner installed weed barrier system, due to the rotting organic material on the canal bottom. Benthic surveys have been completed by FIU that show that there are no sensitive resources or native vegetation such as seagrasses in these canals that would be impacted by the organic removal. The sediments have been tested for the required DEP disposal criteria. Tables of the analytical results are attached. The sediment at Canal #266 meets all the residential Soil Cleanup Target Levels as per F.A.C. Rule 62-777, while the sediment from Canal #290 meets all the residential Soil Cleanup Target Levels except for arsenic and copper which were detected above residential below commercial/industrial Soil Cleanup Target Levels. 1 III I IIII�III J�d I Ili ,�,IIIIIIII ' h ��III „ar 114. i it I yy IIIII i ������/ I_II Iwl illlllllllllllllllllllllllllllllllllllllll III IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ,�� � ���IIIIIIIIIIIII �Y y�, I r �� III oIII��jPljll� Canal#266 Doctor's Arm,Big Pine Key Canal#290 Ave J Benthic Survey Photo r INNS I Canal 4290 Ave J,Big Pine Key Sediment Core Sample(not dewatered) 3.0 Construction Techniques Based upon the cores collected to date, the organic material in these seaweed dominated canals is so fine and easily suspended that the material cannot be easily removed by mechanical means. The current conceptual design for the two demonstration projects utilizes vacuum dredging and geotube dewatering as the construction methodology. Dewatering tests have been done that show that the final material has a water content ranging from 65 —78 %. The dewatered material is primarily organic and is moist but not wet or soupy. 2 I w , e 01, Sample of laboratory dewatered sediment from Canal#290 3 Historical Sediment Chemical Analytical Results Sample ID Canal#266 Sampled By M.Follis Sample Collection [late 5/10/2013 Sample Interval 1.5' SQAGs SQAGs for FL for FL 62-777 Tablet 62-777 Coastal (coastal_' Soil Tablet Soil Reporting Waters Waters Commercial Leach Base' 62-777 Table2'Soil Parameter Units TEL PEL Industrial Direct GW.Criteria Residential GC/MS SEMI VOA BY 8270C LL 1-Methyl naphthalene mg/Kg - - 1800 3.1 200 0.022U 2-Methyl naphthalene mg/Kg 0.0201 0.201 2100 8.5 210 0.036U Acenaphthene mg/Kg 0.00671 0.0889 20000 2.1 2400 0.10U Acenaphthylene mg/Kg 0.00587 0.128 20000 27 1800 0.025U Anthracene mg/Kg 0.0469 0.245 300000 2500 21000 0.021 U Benzo[a]anthracene mg/Kg 0.0748 1 0.693 # 0.8 # 0.020U Benzo[a]pyrene mg/Kg 0.0888 0.763 0.7 8 0.1 0.026U Benzo[b]fluoranthene mg/Kg - - # 2.4 # 0.031 U Benzo[g,h,i]perylene mg/Kg - - 52000 32000 2500 0.022U Benzo[k]fluoranthene mg/Kg - - # 24 # 0.018U Chrysene mg/Kg 0.108 0.846 # 77 # 0.023U Dibenz(a,h)anthracene mg/Kg 0.00622 1 0.135 # 0.7 # 0.021 U Fluoranthene mg/Kg 0.113 1 1.494 59000 1200 3200 0.020U Fluorene mg/Kg 0.0212 0.144 33000 160 2600 0.021 U Indeno[1,2,3-cd]pyrene mg/Kg - - # 6.6 # 0.036U Naphthalene I mg/Kg 0.0346 0.391 300 1 1.2 1 55 1 0.0581 Phenanthrene mg/Kg 0.0867 0.544 36000 250 2200 0.04 Pyrene mg/Kg 0.153 1.398 45000 880 2400 0.0281 BaP Equivalent mg/Kg I - I - 0.7 - 0.1 NR GC SEMI VOA BY 8081A 4,4'-DDD mg/Kg 0.00122 0.00781 22 5.8 4.2 0.0023U 4,4'-DDE mg/Kg 0.00207 0.374 15 18 2.9 0.00561 4,4'-DDT mg/Kg 0.00119 0.00477 15 11 2.9 0.0023U Aldrin mg/Kg ID ID 0.3 0.2 0.06 0.0023U alpha-BHC mg/Kg - - 0.6 0.0003 0.1 0.0019U beta-BHC mg/Kg I - - 2.4 0.001 0.5 0.0031 U Chlordane(technical) mg/Kg 0.00226 0.00479 - 9.6 2.8 0.015U delta-BHC mg/Kg - - 490 0.2 24 0.0031 U Dieldrin mg/Kg 0.000715 0.0043 0.3 0.002 0.06 0.0023U Endosulfan I mg/Kg ID ID - - - 0.0023U Endosulfan 11 mg/Kg ID I ID - - - 0.0033U Endosulfan sulfate mg/Kg - - - - - 0.0036U Endrin mg/Kg ID ID 510 1 25 0.0036U Endrin aldehyde mg/Kg - - - - - 0.0026U Endrin ketone mg/Kg - - - - - 0.0026U gamma-BHC(Lindane) I mg/Kg 1 0.00032 0.00099 1 2.5 1 0.009 1 0.7 0.0026U Historical Sediment Chemical Analytical Results Sample ID Canal#266 Sampled By M.Follis Sample Collection [late 5/10/2013 Sample Interval 1.5' SQAGs SQAGs for FL for FL 62-777 Tablet 62-777 Coastal (coastal_' Soil Tablet Soil Reporting Waters Waters Commercial Leach Base' 62-777 Table2'Soil Parameter Units TEL PEL Industrial Direct GW.Criteria Residential Heptachlor mg/Kg ID ID 1 23 0.2 0.0032U Heptachlor epoxide mg/Kg ID ID 0.5 0.6 0.1 0.0023U Methoxychlor mg/Kg - - 8800 160 420 0.0051 U Toxaphene mg/Kg ID ID 4.5 31 0.9 0.15U GC SEMI VOA BY'8082 PCB-1016 mg/Kg - - - 0.031 U PCB-1221 mg/Kg - - - 0.019U PCB-1232 mg/Kg ** - - - 0.026U PCB-1242 mg/Kg **** **** - - - 0.034U PCB-1248 mg/Kg - - - 0.025U PCB-1254 mg/Kg - - - 0.026U PCB-1260 mg/Kg I I ** I - - - 0.027U GC SEMI VOA BY'8151A 2,4,5-T mg/Kg - - 9500 0.4 690 0.052U 2,4-D mg/Kg - - 13000 0.7 770 0.0083U 2,4-DB mg/Kg - - - - - 0.033U Dalapon mg/Kg - - - - - 0.12U Dicamba mg/Kg - - 40000 2.6 2300 0.062U Dichlorprop mg/Kg 1 5800 0.3 370 0.13U Dinoseb mg/Kg - - 840 0.03 65 0.043U MCPA mg/Kg - - 500 0.02 35 3.8U MCPP mg/Kg - - 800 0.03 64 2.1 U Pentachlorophenol mg/Kg ID ID 28 0.03 7.2 0.026U Picloram mg/Kg - - - - - 0.0062U Silvex(2,4,5-TP) mg/Kg - - 14000 1 5.4 1 660 1 0.052U GC SEMI VOA BY FL-PRO Total Petroleum Hydrocarbons (C8-C40) mg/Kg - I - 2700 1 340 460 1 130 METALS BY 6010E Arsenic mg/Kg 7.24 41.6 12 - 2.1 2.01 Barium mg/Kg - - 130000 1600 120 8.7 Cadmium mg/Kg 0.676 4.21 1700 7.5 82 1.31 Chromium mg/Kg 52.3 160 470 38 210 7.8 Historical Sediment Chemical Analytical Results Sample ID Canal#266 Sampled By M.Follis Sample Collection [late 5/10/2013 Sample Interval 1.5' SQAGs SQAGs for FL for FL 62-777 Tablet 62-777 Coastal Coastal_' Soil Tablet Soil Reporting Waters Waters Commercial Leach Base' 62-777 Table2'Soil Parameter Units TEL PEL Industrial Direct GW.Criteria Residential Copper mg/Kg 18.7 108 89000 150 40 Lead mg/Kg 30.2 112 1400 *** 400 16 Selenium mg/Kg - - 11000 5.2 440 2.OU Silver mg/Kg 0.733 1.77 8200 17 410 1.0U METALS BY 7471 A Mercury mg/Kg 0.13 0.696 17 2.1 3 0.056U GENERAL CHEMISTRY BY MOISTURE Percent Moisture % - - - - - 81 Notes: Residential Direct Exposure SCTL'exceedance TEL-Toxic Effect Concentration SQAGs-Numerical Sediment Quality Assessment Guidelines Bold indicates TEL exceedance Bold with PEL Exc label=PEL exceedance mg/Kg-milligrams per kilogram I -The reported value is between the laboratory method detection limit and the laboratory practical quantitation limit. J3-Estimated value;value may not be accurate. Spike recovery or RPD outside of criteria. U- Indicates that the compound was analyzed for but not detected. *Contaminant is not a health concern for this exposure scenario. **Direct exposure based on acute toxicity considerations ***Leachability values may be derived using the SPLP Test to calculate site-specific SCTLs or may be determined using TCLP in the event oily wastes are present #=Site concentrations for carcinogenic polycyclic aromatic hydrocarbons must be converted to Benzo(a)pyrene equivalents before comparison with the appropriate direct exposure SCTL for Benzo(a)pyrene usingthe approach described in the February 2005 'Final Technical Report: Development of Cleanup Target Levels(CTLs)for Chapter 62-777, F.A.C.' ID-insufficient data to derive sediment quality assessment guidelines ****-Total PCB TEC=0.0216 mg/kg and PEC=0.189 mg/kg -not listed in the SQAG guidelines or SCTL tables NR-not required Table 3 Chemical Analtyical Results I 1-Meth Ina hthalene m /k 200 1800 3.1 31 0.053U 2-Methyl naphthalene mg/kg 0.0201 0.201 210 2100 8.5 85 0.085U Acena hthene mq/kq 0.00671 0.0889 2400 20000 2.1 21 0.24U Acena hth lene Mg/kg Mg/kg 0.00587 0.128 1800 20000 27 270 0.060U Anthracene mg/kg 0.0469 0.245 21000 300000 2500 25000 0.050U Benzo a anthracene mg/kq 0.0748 0.693 # # 0.8 8 0.047U Benzo a rene mg/kg mg/kg 0.0888 0.763 0.1 0.7 8 80 0.062U Benzo[b]fluoranthene mg/kg # # 2.4 24 0.073U Benzo ,h,i a lene mg/kq 2500 52000 32000 320000 0.053U Benzo k fluoranthene m /k # # 24 240 0.043U Chrysene mg/kg mg/kg 0.108 0.846 # # 77 770 0.054U Dibenz a,h anthracene mg/kq 0.00622 0.135 # # 0.7 7 0.049U Fluoranthene Mg/kg Mg/kg 0.113 1.494 3200 59000 1200 12000 0.048U Fluorene Mg/kg Mg/kg 0.0212 0.144 2600 33000 160 1600 0.049U Indeno 1,2,3-cd rene m /k # # 6.6 66 0.085U Naphthalene mg/kg mg/kg 0.0346 0.391 55 300 1.2 12 0.053U Phenanthrene m /k 0.0867 11.544 2200 36000 250 2500 0.047U P rene m /k 0.153 1.398 2400 45000 880 8800 0.0961 4,4'-DDD rng/kq 0.00122 0.00781 4.2 22 5.8 58 0.0054U 4,4'-DDE Mg/kg Mg/kg 0.00207 0.374 2.9 15 18 180 0.0042U 4,4'-DDT mg/kg 0.00119 0.00477 2.9 15 11 110 0.0054U Aldrin Mg/kg Mg/kg ID ID 0.06 0.3 0.2 2 0.0054U al ha-BHC mg/kg mglkg 0.1 0.6 0.0003 0.003 0.0046U beta-BHC Mg/kg - - 0.5 2.4 0.001 0.01 0.0072U Chlordane technical ma/ka 0.00226 0.00479 2.8 NA 9.6 96 0.036U delta-BHC mg/kg 24 490 0.2 2 0.0072U Dieldrin mg/kg 0.000715 0.0043 0.06 0.3 0.002 0.02 0.0054U Endosulfan I Mg/kg Mg/kg ID ID NA NA NA NA 0.0054U Endosulfan 11 mg/kg ID ID NA NA NA NA 0.0078U Endosulfan sulfate mg/kg NA NA NA NA 0.0084U Endrin Mg/kg Mg/kg ID ID 25 510 1 10 0.0084U Endrin aldehyde mg/kg NA NA NA NA 0.0060U Endrin ketone Mg/kg - - NA NA NA NA 0.0060U gamma-BHC Lindane mg/kg mg/kg 0.00032 0.00099 0.7 2.5 0.009 0.09 0.0060U Heptachlor mg/kg ID ID 0.2 1 23 230 0.0076U Heptachlor epoxide mg/kg ID ID 0.1 0.5 0.6 6 0.0054U Methy chlor mg/kg mg/kg 420 8800 160 1600 0.012U Toxa hene mg/kg ID ID 0.9 4.5 31 310 0.35U PCB-1016 Mg/kg *** **** NA NA NA NA 0.14U PCB-1221 mg/kg "" "" NA NA NA NA 0.087U PCB-1232 Mg/kg Mg/kg NA NA NA NA 0.12U PCB-1242 mg/kg *** **** NA NA NA NA 0.16U PCB-1248 Mg/kg Mg/kg NA NA NA NA 0.12U PCB-1254 Mg/kg Mg/kg NA NA NA NA 0.12U PCB-1260 mg/kg mg/kg NA NA NA NA 0.067U 2,4,5-T mg/kg 690 9500 0.4 4 0.12U 2,4-D Mg/kq 770 13000 0.7 7 0.019U 2,4-DB Mg/kg Mg/kg NA NA NA NA 0.078U Data on mg/kg mg/kg NA NA NA NA 0.28U Dicamba Mg/kq 2300 40000 2.6 26 0.15U Dichlor ro mg/kg mg/kg 370 5800 0.3 3 0.30U Dinoseb mg/kg 65 840 0.03 0.3 0.10U MCPA rng/kg 35 500 0.02 0.2 9.OU MCPP mg/kg mg/kg 64 800 0.03 0.3 4.9U Pentachloro henol mg/kg ID ID 7.2 28 0.03 0.3 0.061U Picloram m /k NA NA NA NA 0.015U Silvex 2,4,5-TP mg/kg mg/kg 660 14000 5.4 54 0.12U Total Petroleum Hydrocarbons C8- mg/kg I 1 1 460 1 2700 1 340 1 3400 1 440 Arsenic m /k 7.24 41.6 2.1 12 *** *** 8.2* Barium mg/kg - - 120 130000 1600 16000 8.11 Cadmium mg/kq 0.676 4.21 82 1700 7.5 75 2.41* Chromium mg/kg mg/kg 52.3 160 210 470 38 380 15 Table 3 Chemical Analtyical Results I lCopper mq/kq 18.7 108 150 89000 540** Lead m /k 30.2 112 400 1400 '*' *'* 9.5 Selenium mg/kg 440 11000 5.2 52 4.6U Silver mq/kq 0.733 1.77 410 8200 17 170 2.3U Mercury mg/kg mg/kg 0.13 0.696 3 17 2.1 21 0.141J Notes: Residential Direct Exposure SCTL exceedance Bold indicates Leachability SCTL exceedance SQAGs-Numerical Sediment Quality Assessment Guidelines TEL-Toxic Effect Concentration PEL-Probable effect level *indicates TEL exceedance **TEL and PEL exceedance mg/Kg-milligrams per kilogram I-The reported value is between the laboratory method detection limit and the laboratory practical quantitation limit. J3-Estimated value;value may not be accurate. Spike recovery or RPD outside of criteria. U-Indicates that the compound was analyzed for but not detected. *Contaminant is not a health concern for this exposure scenario. **Direct exposure based on acute toxicity considerations *"Leachability values may be derived using the SPLP Test to calculate site-specific SCTLs or may be determined using TCLP in the event oily wastes are present #-Site concentrations for carcinogenic polycyclic aromatic hydrocarbons must be converted to Benzo(a)pyrene equivalents before comparison with the appropriate direct exposure SCTL for Benzo(a)pyrene using the approach described in the February 2005'Final Technical Report:Development of Cleanup Target Levels(CTLs)for Chapter 62-777,F.A.C.' ID-insufficient data to derive sediment quality assessment guidelines ***-Total PCB TEC=0.0216 mg/kg and PEC=0.189 mg/kg -not listed in the SQAG guidelines or SCTL tables NR-not required Synthetic Precipitation Leaching Procedure Results Arsenic m /l 0.01 0.05 0.0040U 0.00511 Copper m /l 1 0.0037 0.00291J 0.010 Lead mg/l 0.015 0.0085 0.0020U 0.0020U Notes: mg/I-milligrams per liter I-The reported value is between the laboratory method detection limit and the laboratory practical quantitation limit. U-Indicates that the compound was analyzed for but not detected. ameO,- REPORT OF FINDINGS FOR SEDIMENT CHARACTERIZATION IN Two MONROE COUNTY DEMONSTRATION CANALS FLORIDA IDA DEPARTMENT OF ENVIRONMENTAL. PROTECTION GRANT AGREEMENT NO. S08 9 Prepared for: MONROE COUNTY AND FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Prepared by,- AM C ENVIRONMENT & INFRASTRUCTURE, INC. 5845 NW 158"h Street„ Miami Lakes, Florida 33014 AMEC Project t Number 6783-13- 563 January 30, 2014 Sediment Characterization rn two Monroe County Demonstration CanMs Report of Findings ameO AM EC Project Number 6783-13-2563 January 30, 2014 TABLE OF CONTENTS 2.0 SCOPE OF WORK--....... .......2-1 3.0 METHODOLOGIES ....... 3-1 3.1 Sampling Methodology...... ....... 3-1 3,2 Laboratory Test Methods . ................... .. ............. ........ 3-3 3,2.1 Physical Test Methods ...----...... ....... ............... ......... ....3.3 3,2,2 Chemical Test Methods—,.....-.........---........... ...... 3-3 3,2.3 Polymer ......... ........... 3-4 4.0 RESULTS ... ...... ......... 4-1 4A General Description of Sediment—,.... 4-1 4.2 Sediment Physical Characterization..... 43 Sediment Chemical Characterization...... ...4-4 4.4 Disposal Options...--....--.... .......... ........ 4,5 Polymer Test ReSLJItS,.,,,.,,,... ...... ....... ....... LIST OF FIGURES 1. Site Location Map Canal #266 2, Site Location Map Canal #290 3, Canal #266 Sedirnent Sample Location Map 4. Canal #290 Sediment Sample Location Map LIST OF TABLES Table 1 Organic Content of Sediment Samples Table 2 Particle Size Distribution in Sediment Samples Table 3 Chemical AnalyficW ReSLAS Sediment Characterization in two Monroe County Demonstration CanWs Report of Findings ameO AMEC Project Number 6783-13-2563 January 28, 20,14 APPENDICES Appendix A Photographs Appendix B Soil Boring Logs Appendix C Laboratory Physical Test Results Appendix D Laboratory Chemical Test Results Appendix E Historical Sediment Chemjcal Analytical Data Appendix F Dewatering Trial Performance Polymer,rest Results ii Sediment Characterization�n two Monroe County Dernonstration Can Ms Report,of Findings ameO AMEC, Project Number 6783-132563 ,January 30, 2014 11.0 INTRODUCTION Construction of residential canals in the Florida Keys was initiated in the rnid-20t° century, before resource managers fully Lmderstood their, impacts on local water quakty and broader coastal ecosystems. Many of the 502 canal systems CUrrently present in the Keys were excavated to depths of three to six meters in order to maximize production of fill material, Most were designed as long, nIL11ti-segmented, dead-end canal networks which maxirnize waterfront property bt.it provide little or no tidal flushing and accumulate oxygert-dernanding and potentially 'toxic sediments as well as decomposing organic material. Water quality issues involving marimade canals have been evaluated by the U,S. Environmental Protecflon Agency (Kruczynski '1999), the Florida Keys National Marine Sanctuary (FKNMS 2007), and the Florida Department of Environmental Protection (FDEP 2011), As summarized in the Monroe COUnty Comprehensive Plari updated 2011, these issues include anthropogenic Pollutant loadings frorn on-site sewage disposal arid StOrMwater runoff, and accumulation of rion-anthropogenic materials SUCh as senescent sear rass leaves and other organic flotsam ("weed wrack"), leading to elevated levels of nutrients, biochernical oxygen demand, hydrogen sufficie, and bacteriological indicators. Kruczynski (1999) provided the following surnniary of water quality issues related to existing Keys canals,, * the water COILImn of ninny canals over six feet deep is stratified and bottom waters are oxygen deficient; * because they Usually violate Class Ill Surface Water Quality Standards,, canals were excluded frorn the SUIte's previous Outstanding Horida Waters (OFW) designations; * artificial aeration of canals does not eliminate the sources of excessive nutrients in carial waters but (nay result if") better aking wtiich rnay facilitate nitrogen cycfing� 1-1 Repo rSediment of Cbarn qs racterizatm in two MO(VOD COUnty Demonstration CanMs t Fi ameO AM EC Project Number 6783-13-2563 JaFlUary 30, 2014 * canal systems and basins with poor water quality are a potential source of nutrients and other contaminants to other nearshore waters„ * improving flushing of degraded canal systems may improve the water quaifty within the canal, but may also result in adding additional nutrients to the adjacent waters„ and * Seagrass beds located near the mouths of some degraded carial systerlis exhibit signs of undesirable nutrient enrichment and eutrophiGation, such as increased epiphyte load and growth of benthic algae, Improvements in wastewater treatment and stormwater, management practices are currently being irriplerriented in Many areas of the Keys. These improvements are an essential first step, but will riot solve all the water quality, problems in existing canals. Although many of these problems are linked to wastewater and stormwater discharges, others are due to the physical structure, depth, and orientation of canals, which can contribute to low flushing and the build-up of organic flotsam. In order to address canal impaired water quality, a Canal Management Master Plan (CMMP) was prepared to inventory all the canals in the Keys, rank thern for need for, water quality irnprovement, arid identify appropriate restoration technologies (AMEC ErivironiTient & lnfrastructure, 2013). As one of the first efforts to implement the CIVIMP, Monroe County approved $5 million to fund canal restorations and implement a demonstration project, The work conducted for the tasks described in this report is has been funded by a FDEP grant and is intended to support Monroe Cot,inty's dernoristration project irriplernentatiori effort. The work to be accornplished as part of 'this effort has been identified by the Canal Restoration Advisory Subcommittee of the Florida Keys National Marine Sanctuary (FKNMS) Water Quality Protection Program (WQPP) as a high priority to assist with Monroe "mount y canal water quality restoration. The tourism economy of the Keys depends largely on clean water and a healthy environment and this project is fully supported by the WOPP Steering Comniittee and local governments in Monroe Courity, The SLJc(,,esSfLfl implementation of this project is also consistent with the goals of the I."), Sedirrient Characte6zat 67 ion�n 13-25 two M 6o3nroe Cou m nty Deonstration CanWs, Report of Nndin ct um ergs ameO. AMEC Proje Nb83- January 30, 2014 Florida Keys Reasonable, Assurance DOCUment that was recently adopted by the Department in order to satisfy the requirements of the Impaired Waters Rule, Chapter 62-303 of the F orida Administrative Code, The work described in this report which was completed Under DE P grant S0679 contained specibc tasks required befe re Monroe County can move forward with demonstration canai water quality improvement restorations, The scope included detailed sedirnent characterization testing in the two top ranked canals (Big Pine Key #266 and #290) for application of the organic removal technology in the Unincorporated Monroe COUnty demonstration project, These data will be used, in part, to estaNish the fUndarnental objectives for engineeritig design of sediment handling and sediment dewatering t ontrols. It will also be used to screen the potential beneficial use and the ultimate disposition of the dewatered sediments,, Physical and chernical data were collected from ten canals as a preliminary characterization under DEP Grant 80640 completed in June 2013. This current grant scope is an extension of that lnitiaI testing. j -3 Sediment Characte6zaeon in two Monroe COUnty Demonstration Cantos Report of Findings ameO AMEC Project Number 6783-13-2563 January 30, 2014 2.0 SCOPE OF WORK Sedirnent samples were collected frorn the two (2) canals inCkiding Canal #266 located between Bailey and Wfitters Lanes and Canal #290 located between Avenues I and J, both in Big Pine Key. Figures I and 2 provide site location rnaps. In order to prepare design packages and develop detailed costs, nine (9) sediment cores were collected i11 each canal, The samples were collected at three (3) locations (back, middle and front of each canal) to develop cross sections of the sediment', Three (3) core samples were collected at each cross section: two (2) sides and middle. Cores were logged for evaluation of variations in organic content it iat will influence the need to remove the material. In order to confirm the organic content at variOUS locations and depths nine (9) samples per canal (total 18 samples) were analyzed for total organic content by ASTM-D-2974 at AMEC's geotechnical laboratory. Additionally, three (3) samples from each canal were subn*ted for grain size distribUtion analysis by AS"I'M D-422 to assist with the design for, removal of the niaterial from the canal bottoms. The physical testing was performed by AMEC's Geotechnical Lab located in Jacksonville, Florida, Additionally, one composite sample from canal #290 was be submitted for chemical characterization to determine disposal options (data is already available for #266, obtained under Grant S064,O). Test America Analytical Laboratories, a State National EnvironrnentM Laboratory Accreditation Conference (NEL,AC) certified iaboratory performed the analyses, The test methods were based upon the previous list of disposal parameters completed during the DEP grant S0640 and include- - Organochlorine Pesticides and PCBs by 808,118082 - Chlodriated Herbicides by 8151 - 8 RCRA Metals by 6010/7471 Copper by 6010 Poiynuclear Aron"latic Hydrocarbons (PAHs) by 8270 low level ')I'-l' Sediment Characte6zation in two Monroe County Demonstration Canafs Repor,t of Findings ameO AMEC Project Number 6783-13-2563 January 30, 2014 - Total Recoverable Petroleum Hydrocarbons TRPH) by FL-PRO - TCLP metals (if required based upon total metal's concentrations). Additionally, one composite sample from each canal was collected and Submitted for Synthetic Precipitation Leaching Procedure (SPL.P) analysis for Copper, Arsenic and Lead to determine leachability. Also a bench scale polymer dosing testing was performed by Water Solve, LLC Using one sample from each canal to assist with the de watering design. This testing was conducted to evalUate the turbidity of the dewatering fluid prior to discharge. The test results and summary of sediment disposal options that meet all applicable Department regulations, including the requirements of Chapter 62-160 of the Florida Administrative Code are presented in this report, 2-2 Sediment of Cha Nndi radedudon W�n tWO rIrOe D COUnty enumstration Inks Report ngs ameO A Project Number 6783-13-2563 Jarwary 30, 2014 10 METHODOLOGIES Sediment samples were collected on December. 18 and 19, 2013 frorn canals #266 and #290 at nine locations in each carial. The samples were collected at three (3) transects located at the back, middle and front of each canal. The transects were labeled 1, 2 and 3. -rhree (3) core samples were collected at each transect, two (2) sides and middle and labeled A, B and C, Figures 3 and 4 show the sample locations, Photographs of the sampling activities are included in Appendix A. 3.1 SAMPLING METHODOLOGY A piston tube corer attached to a small barge was utilized to collect the sediment cores. Adventure Environmental, Inc. was subcontracted to SUPPly the barge and operators. A picture of the barge within canal #266 is shown below. Once the barge was positioned at each sample location, a GPS coordinate of the transect was obtained, Next the deptl'i to bottorn from the top of water was recorded and the time noted in the log book, The required length of three (3) inch diameter clear, hard plastic core-tube liners, were then assembled to allow up to 8 feel, of sediment core to be coilected. Each core tube was eight (8) feet in length. The corer was then lowered into the water and direct pushed manually by two (2) topside personnel to penetrate into the sediments, The corer was pushed to refusal. The driller's log of the depths of the top of sediment and depths to reftlSal at each sample location are included in Appondix B, Upon withdrawal frol'u the water surface, the core liner was capped at both ends with water proof rubber stoppers, After taking and sealing the cores they were labeled and Put into a rack for delivery to a land side location for, subsequent handling. 3-1 Sediment Charactedution an two Monroe Cok.mty Dernonstration CanMs Report of Findrigs ameO AM EC Project Number 6783-1 2563 January 30, 2014 al' EC setup a land side staging area at each canal to allow roorn for logging the cores. The general texture, color, odor, and gross composition were noted on soil boring logs which are included in Appendix B. A picture of the staging area and example of one transect of cores is shown in Appendix A, After visually determining the depths of the different lithologic materials in each core tube, the sediment was extruded inito stainless steel bowls. The different fithologic materials were placed in different bowls. Each material was evali.lated for presence of seaweed, mineral content, odor and color. Sample intervals were selected for submittal for physical testing for organic content and grain size. These samples were placed in ziplock bags and sealed for shipment to AMEC's Geotechnical Laboratory located in Jacksonville, Florida. At each canal, a composite sample for chemical testing was created by incorporation of material from each core. Pre-clearied laboratory sample containers were labeled and filled with sediment and stored in coolers preserved to 40C with wet ice. The samples were delivered to a TestArnerica courier under proper chain-of-custody who transported the samples to the TestAmerica Laboratory located in Tampa, Florida for chemical testing, AMEC followed the procedures detailed in the project Sampling and Analysis Plan that was approved by DEP for completion of the sediment sampling and analysis performed under this grant. 3-2 Sedirnent Charactedzation 41 two Monroe County Demonstration CanWs Report of Findings ameO AMEC Project Number.6783-13-2563 January 30, 20,14 3.2 LABORATORY TEST METHODS 3.2.1 Physical Test Methods The physical tests performed at AMEC's Geotechriical Laboratory in Jacksonville, Florida included the following methods, 1) Grain size analysis will be determined using ATM D422, Standard Test Method for Pailicle-Size Analysis of Soils, and DI 140, Standard Test Methods for Amount of Material in Soils Finer Than the No. 200 (75-um) Sieve, and, 2) Total organic content by AST M D2974, Standard rest Methods for Moisture, Ash, and Organic Matter of Peal,and Other Organic Soils, 3.2.2 Chemical Test Methods AMEC consulted with DEP concerning the chernical analytical test methods that WOUld allow an evaluation of the disposal options for the canal sediments, The agreed upon list of the chemical test methods included the following'. - Organochlorine Pesticides and PCBs by 8081/8082 - Chlorinated Herbicides by 8151 - 8 RC RA Metals by 6010/7471 - Copper by 6010 PolynUclear Aromatic Hydrocarbons (PAlls) by 8270 low level Total Recoverable PetroleUM 11ydrocarbons (TRPH) by FL-PRO TCI,..P metals (if required based upon total metai's concentrations). Additionally, one composite sarnple from each canal was collected and submitted for Synthetic Precipitation Leaching Procedure (SPLP) analysis for Copper, Arsenic and Lead to determine leachability, 3-3 Sediment Characte6zation 41 two Monroe County Demonstration CanWs Report,of Findings ameO AMEC Project NUmber 6783-13-2563 January 30, 2014 TestAmerica Laboratory in Tarnpa, Florida was selected as the chemical analytical laboratory for this proiect. TestArrierica Tampa is accredited thrOUgh the National Environmental Laboratory Accreditation Program (NELAP) for all of the above 'test methods. The laboratory implemented all Quality Assurance and Quality Control procedures in accordance with their NEL requirements, 3.2.3 Polymer Testing AM EC researched polymers that had been previously used in the Keys on other dredging projects and had already been permitted by DER AM EC identified that at, Florida Keys Community College in Key West, Solve 164 and Solve 426 had beerl permitted. AM EC Gontacted the manufacturer of these polyrners, WaterSolve, LLC, and arranged to have thern run a bench scale dosing test on samples from Canals #266 ad #290. AM EC shipped a composite of the 0-3 foot interval sediment plus canal water samples from each canal to WaterSolve, LLC for testing, The objective is to deterrnine the range of polymer dosing rates that accelerates effective dewatering and substantial reduction of dewatering effluent turbidity, 3-4 Sediment Chamete6zation 4'1 two Mon me County Demon straflor'l Canals Repvt of Findings ame6, ' AMEC Project Number 6783-,13-2563 January 30,2014 4.0 RESULTS 4.1 GENERAL DESCRIPTION OF SEDIMENT A general description of the sediment collected at each of the two (2) canms is shown below, The boring iogs in Appendix B may be referred to for the vahations 0 depth of each of these units. Canal 0 to 4, feet Highly Organic Layer w th obVIOUS seaweed pieces; increases to 6 foot thickness near back of canal 4 to 6 feet Mixed Nagar of organic material and marl fine sand; transitions to weathered limestone, not present near back of canali where organics are thicker 6 feet Refusal, aSSUrned to be hard Limestone based UpOtl observance of pieces in tip of core sampler; depth decreases to 5 feet near mouth Carnal #290 0 to 3 feet Highly Organic Layer, decomposed" increases to 5 foot thickness near canall mouth 3 to 5 feet Mixed layer of organic material and marl y fine sand; transitions to weathered limestone 5 feet Refusal, assumed to be hard Limestone based upon observance of: pieces in tip of core sarnpier; depth increases to 6 feet near niOUth, and decreases to 4 feet in middle section of canal. 4.2 SEDIMENT PHYSICAL CHARACTERIZATION Total Orgar'lic Carbon analysis was completed on nine (9) sediment samples from CanW #266 and nine (9) sediment sarnples frorn Canal #290 to assist in determining which 4-1 Sediment Characterizition in two Monroe County Demonstration CanWS Report of Findings ameO AM EC Project NUrnber 6783-13-2563 January 30, 2014 sediments had the highest organic carbon loading in the canals. The sample locations and intervals were selected to provide results frorn vad0US lithologic units and depths. Table I presents the results. The complete laboratory report is included in Appendix C. Table I Organic Content of Sediment a—I -S'a'-m"-'p I e' Depth- Lithologic Unit Organic ID No. (ft) Content 266 ghly Organic Layer 86.6 ........ .........i6��..... 26 Highly Organic Layer 946 ................... ....... 266 1 A 5.5 Highly Organic Layer 89.9 .......... 266 2A 4 Organic and Marly Fine Sand 23.7 2B 4 Top of Organic and Marly Fme '-5-2.2 Sand Layer 266 3B 0-1.5 Highly Organic Layer 94.1 [-266--—34---- 4 Organic and Marly Fine Sand 2.8 ............-'266----------------3d—, 3.5 Organic and Marly Fine Sand 69.3 ................ 266 3B 4 Organic and Marly Fine Sand 12.8 Organic Layer -------- —Organic and Marly Fine—Sand 27.3 .......2-96——2B — 3.5 Organic and Marly Fine Sand 4.5 290 2A 3 Organic and Marly Fine Sand —�-3.8 IT_ — ....................................... W W h Wr-iii-C,i"m--e--s-io—ne -—---------- 1.7 ............ ics - decomposed 116 ----------- -3 Organics 35.2 266........ ............. and Marly Fine Sand 15.4 ............................. The highest total organic content of the samples collected for this project were observed in Canal #266 at 94.6%. The highest Value reported at Canal #290 was 35,2%, Canal #266 does not have an effective weed barrier and contains sediment with a higher 4-2 Sediment Charactehzaon �M�.nro Co e untye monstration Cana lfFindigC PoNumber fi6783ntw 3 January 30, 2014 percentage of undecomposed seaweed. There is a transitional zone of layered organic and nearly material below the upper highly organic layer in both canals that ranges in organic content from 2,8 to 69.3%, The large variation is likely due to the tion homogeneous nature of this zone, The underlying limestone showed a low organic carbon content o f 13% and will likely be the base of the organic removal. Three (3) samples from each canal were submitted for particle size analysis. Different lithologic units were selected to provide a variation with depth in each canal Table 2 summarizes the percent sand, silt and clay reported for each sarnple. The complete laboratory reports are included in Appendix B. Table 2 Particle Size Distribution in Sediment Samples Canal arut Depth LithollogicUnit % Gravel % Sand % Silt % Clay Sample ID (ft) Highly Organic 0 16.6 52.1 31.3 266 3B 3.5 Transitional' 0 8.9 54.7 36.4 Transitional 29.5 34.1 26.9 g.5 290 3A 0-3 Organics 1.9 17.8 50.6 29.7 290 IA 4 Organics and 0 23.i--'-' 5-5.4 20.9 Fine Sand ......... Sand .......................... The grain size results will assist in the dewatering design during organic removal in regards to geotube sizing and settling rates, The boring data were utilized to revise the estimated Volumes of sediment to be removed, used upon rernoval of material to the depth of refusal, the revised VOlUnies are 8,300 cubic yards for tarsal #266 and 4,700 CLibic yards for Canal #290. These values are significantly higher than the previous estimates of 1,530 cubic yards for Canal 4-3 Se6rnent Characterizabon are two Monroe County Demonstration CanWs Reporl of Findings ameO AMEC Project Number 6783-13-2563 anuary 30, 2014 #266 and 1,025 cubic yards for Canal #290 which were based upon indirect sediment thickness measuring devises (dual frequency transponder). It is inferred that the dual frequency results identified the thickness of the tapper highly organic layer and reflected back at the transitional layer in these canals, 4.3 SEDIMENT CHEMICAL CHARACTERIZATION The analytical laboratory results for the two (2) sediment samples are shown in Table 3, The reported sainpie concentrations are con-ipared to the CEPS 62-777 Table 2 Soil Cleanup Target Levels (SCTLs) as well as the DI P Sediment Quality Assessment Guidelines (SC AGs) for both Toxic Effect Level (TEL) and ProbaWe Effect Level (PEL), Although RC RA regUlations do not apply to in-situ canal sediments the concentrations of RCIAO rnetals were evaluated for disposal options. The complete laboratory reports are included in Appendix D. Please note that not all method detection kmits are below all SCTLs or SOAGs, All reports were considered valid and all data Useable. A SUrnmary of the test results for the sediment sample collected form Canal#290 follows- 0 Organochlorine Pesticides— not detected 0 PCBs — not detected 0 Chlorinated Herbicides— not detected 0 Polynuclear Aromatic Hydrocarbons - not detected except for Pyrene which was reported as an estirriated value of 0,096i milligran,is per kilo grarn (rng/kg), well Wow all the SCT'Ls and SQAGs. 0 Total Recoverable Petroleum Hydrocarbons (TRPH) - 440 rang/kg which exceeds the DEP Leachability SCTL but is below the Residential Direct Exposure SUL. There were no SC AGs identified for TRPH, 6 Barium, Cadmium, Chromium, Lead, Selenium, Silver, and Mercury —either not detected or at concentrations below SUL& The Cadmium concentration was, above TEL, ,4-4 Se&nent Characterization in two Monroe County Demonstration CanMs 19 Report of Findings amec AMEC Project Number 6783-13-2563 January 30, 2014 Arsenic was detected at a concentration of 8,2 mg/kg which exceeds the ResidentiaLDirect Exposure aCTL but is below the Industrial/Cornmerciai Direct EXPOSUre SUL, The concentration is above the TEL, Copper was detected at a concentration of 540 mg/kg which e,xceeds,...the Residential dire ct_gAp2sure SUL bUt is below the Industrial/Commercial SCTL. The concentration is above both the TEL and PEL. DEP indicated that based upon the total metal concentrations, TCLP testing was not required. The Synthetic Precipitation Leaching ProcedUre (SPLP) results for the sediment sample collected frorn Canal #29O reported concentrations of all three metals (Arsenic, Copper and Lead) either non detectable or below Groundwater Cleanup Target Levels and Class III Marine Surface Water standards. The SPLP sample reSUltS from Canal #266 reported iron-detectable concentrations of Arsenic, Lead and Copper, 4-5 TaWe 3 Chem AnaItyical ReSLAS i6iri//o�ri/��i�„//ri�o/le<ii,oi��/i,rr//Oli/ii,//%%r,,,,,%I,//i/ire//nrGi�i///ariivr/,a✓� r„ o//'„ ���%/, ///',%/%ors,/, %/�/r l//i% r °% 1 / �G INHERE �/l%//i/%//UOI�o��l / �%//✓i'rGi'////%G/J/�/// /l fir/ %/ %// r' r,l /, / 1 �1, i, 1 l c f //✓ '; �,//�,�y'a%-//lac irl� %/�/ ,yiro,/iD/r / ., /,r';,r, / ;; /r r ,r rr r r r r v i / � t I Il a I'dhaawn e Au,' 200 $800 31 31 O.C75 U 2-Mt2Wnaehthalone m g 0.0201 0 201 210 2100 5.5 85 0.085U Acfftsholene xAg 0,00671 0,0e89 2400 20000 2.1 21 0 24U Acme a50ni ene nro 0.00587 0'628 1800 20000 27 270 0.00OU Aarldaa'nc; na fk 0,0469 0245 21000 300000 2500 125W) 0.01t LJ Ben ta'anlhracenrs ara 4a 0.0748 0,693 4 4 0.5 3 0 047U Banzoialoyrene wnm N 0,.0888 0,763 O.1 0.7 kt 50 0,052U Bem 4r urwara e ne nn F4' 0 2.4 24 0„073U 4'4rn as h.r , n _. on Aka 2'9'UG,t .L 32000 3'20C,4UO Q�k.O531,.1 k'SuastemvkMnnoroaa ream ka ma 24 240 0.04,�3U "e .1p' d),847.. 077 ...: 770 0 0,,rr,44J !Lbarav;a�a,�'a nrraa6 aawa;m'w'wa ': ,. 431Rt16#2 d1 10'� # „ 7V tV. 4y70 ka'aran'4h0M Mlk!s 0,113 U.4 W t2OU 59000 1200 170Cg4"b 0,04dlU .,, , � , . fiux'nncearere ure k ��� PU,14�1 2t'�OC� �"t�OCbO 1k14A 1I4'°C16`N 0040U tlnmUnn '1 2,U r71'u raavak mrea m d # NA V�'euh O085U 340 3U0 4),151 � 30000 4 220 0 04"/U 1t &wrrew a x Q.055'T 1A 22O 0 4'a a a awn ka OA53 t;U175 2400 4a000 OCF 0,096t 2/rr„%i//„/,;i/ r,,,l/ ///„//,%://///;////;,% , r ! o/%/i%%%/////r%/ 44.4`..DDO mgekg 0.00122 0.00781 42 22 aft aft 0.0054tf 4,W-04)5 er4ka 000207 0,374 29 15 15 180 0.0042U 4„4"-1O4.U'C M2±2 0,00119 0.00477 2.9 15 11 110 0.0054U A4drm gOka ID BS'.W 0.05 U 0.2 2 0001b4U a agaaa as a' �Ak( 0.4 6 0 0003 0,003 0.0046 U ka4ok w 73k 44' n LM O,a 2.4 OM 0.01 0 OO'724U 0*xd4ane 4aaa,u'nulca'a6 maum k dU,.00220 0,00479 2,5 NA 48.0 06 0.0301# nel a- ,6 k 24 4W 0.2 0.0072U f1 nli a' „Aa O.U00'71n5 0,1kD4�,U Cb,OO 4).;U k�U.002 4,C'k2� 0.f91)POtU a Ua +Uul4aa q sad✓& 4U tl,0 -NA CNA �4A NA 0 00 u4U k ID V NA � .�. 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U^indrme,aa¢hart ow crosoaipar aaad was arvauyraad for im rnvam let wed, ed, ft„ontamrrbpv'IMM IS nm'A a XhejAh conce"r ftre a eximwre ace€vaobo 0'rert&etdguglm uce based on aC9ift tomcd&y Axcad ,rmIj: LexhaabdAy mkuuures may be de6ve�d amddurg mrm SPL 'C'est:tld CMculate%dc speacA�c SCTLs v u'nay be deker,mined usO g'9"CtP dva Obe a vemPo:car waves,ane pmenl a a+SAe.oxic.eneabons.for c:arrogtr.,d,Men is gWOiycycac,aromatict Mrydreacaaflmarts,Must be u:OWMte d W 5eruccxa9p'yrerpe equiv&UmLs Letawe uaara'vaarkiw%Ah Ow rapprmoiiare d%rect exposui,re",SC."M fa Eienzo(adpyrvie umummg Me approach describeyl in aae lwebruwy 20015'NnN"Cechn,KW Report Dewelrop ment of CCduanuxp Tarqet L+e'wewd dtl„a mil dnir Chapter 62-777,F'.A,Ck,' 0-um„5wtd"ucbent data Cd cdeacme sedltnme TiaEa6.y'a,amee'd.,traes'r5 guidelines —w•'6'enSai PCB C C a 0,0216 rr.,Vkg ammd d"^cC9-0,189 nVkq "n i¢n la'gej k n Jhe:SOAG guide.0ines c�,,e ulCaTI iWes NR•nor rrmwiied Synthetic Precipitation Leaching Procedure F esWt ///F,i'///� ME m2r/"rr/%;,o, N /'/ r' / l/i'6 r.%r,�.::, rp%%�,jo/%// r re do rac JV 0,01 005 0 430404 q L V0151 N p 1 CoM37 0.0029U 1 0,010 Lead rn i 0,015 0,0095 10.0020.d IC3.93a!'C%U damaars. ff g,O.,itivXuyams per Mor it."rhe m.1p krre d watlua6a fbekwreeaw die iaikwaa"lq a"aawg'ur vaeter dad+n Onl area!tho inb$BT01Mofy -0IuW. U..de'mY2cates thmd Me cv„"mmnvourmd was animiyuhl G�,m c6dd nrx rdebaaererd. Sediment Chanjeterizabon in two Monroe County Den ion strahon CanMs Report of Findings ameO-, AMEC Project Number 6783-13-2563 January 30, 2014 SUMMAEYA Ufa Mhoal rtal Io I l r lta The results fonlrl Canal #290 are very similar to the past data obtained frorn ten (10) other canals, where arsenic was detected above the Residential Direct Exposure SCTL In seven (7) of the ten (10) samples tested. Copper was also the only other metal detected historically above the Residential Direct Exposure SGTL. The prior test results for Canal #266 indicated all parameters including arsenic and copper were below the Residential Direct Exposure SCTLs. The canal historical analytical results are included in Appondix E. 4.4, DISPOSAL OPTIONS The DEP SCTLs are the regUlatory guidelines to be utilized for determining disposal options. Disposal options for these canals are presented based upon the detected concentration levels in comparison to the DER SCT'Ls, 1. Canal #266 The chemical analytical results for the samples collected from Canal #266 were below all DEP SCTLs. The organic materials from this canal should be able to reused or disposed as non-impacted clean material, 2, Canal #290 "The chernical analytical results from the composite sample collected from Canal #290 showed exceedances of the Residential Direct Exposure SCTL.s for Arsenic and Copper but at concentrations below the Industrial/CornmercW Direct Exposure SCTLs. The organic materials removed from this canal can be mixed with clean fill to reduce the concentrations of Arsenic and Copper to below Residential SGTLs so that the material can be disposed as clean fill. 4-8 Sediment Characterization Nn two Monroe County Demonstration trr tion Canals Report of Findrngs amee MEC Project Number 6"783-°13_2 63 January om 20,14 n alternate choice is the collection of a confirmation sarnpla„ to be tasted by FL-PRO for "N RPH, and by EPA Method 6010B for Arsenic and hopper. In the wont the confirmation results are at a lower concentration (at; or wwitttirr surl..$) followw'lrirg testing the soils may be re-used, DEP has indicated that arose options are acceptable if the soils are used as fill above the water table, An additional option is to perform a risk revaluation for use of the materials at a saitwwator wetland restoration site, ,5 POLYMER TEST RESULTS "'flea results of the polyrrror testing performed by WaterSolve, LLC are presented in Appendix F. The conclusion was that for both canals the dual polymer systern of Solve 426 followed by Solve '164 was determined to flocculate and de water the residual most. effectively. Polymer dosing rates that substantially reduce dew torinc effluent turbidity and accelerate dowwaterinq were determined„ using representative sediments that are planned to be dredged! frorn Canals #266 and #290 and site water from these canals. Material Safety Data Sheets for these polymers are also inclUded in Appendix F. These results will be utillzed during the final design phase of the organics removal at these canals. Additional testing may be required to design and permit a cost-effective de watering treatment system but the tests perforated and presented in Appendix F demonstrate the feasibility of accelerated dewwaterinc of the dredged material wile producing a devwaterinq effluent that meets Class ill water quality standards, Sediment Characterizafion in two Monroe County Demonstration Canals Report of Findings ameO AM EC Project Number 6783-13-2563 January 30,2014 FIGURES to r) L 00 z t1. CL lJ n %f Co 04 � ml 1pp 1�r�y 3 f r 9 y( �f 17tt ? i fm i ! mua ti l.r t skh, i r IN irr r'w 12 ul M } Awl ✓��r,v a co y, f i r 1, CO r , r C"wd fr 1 11, i� rtr'�rr/ r y ror�� ,4K 8 Sat ........ Ax, rr 41, et r x, 4r �w i r 16 uj ✓ r W i r � • ,a r Site Location Maps Removed from electronic version due to large file size Appendix A Photographs Removed from electronic version due to large file size Sediment Characterization in two Monroe County Demonstration CanMs 19 Report of Findings amec AMEC Project Number 6783-13-2563 January 30,2014 PPE Dix B SOIL BORING LOGS SLID 1''MEN']" SAN,11111PLING LOG 12,118420/3 Cana I No 266 Betiveen ff"ifters and Biliky: a1 le No. Time TOW To TOS Fl 13 TOW - 14B IA 1130 30" 64" 94" 1B 1145 3611 70" 106" )c 1200 34" 72" 106" 2A 1300 7 15* 48" 119,51' 2B 1315 835' (")F 144,5" 2C 1330 71,5'* 52" 123,5" 3A 1400 35" 61" 96- 313 1415 45" 58" 103" K"', 1430 35" 46" 8 1 12,"]912013 C am'd Alc#n 290 BetIvecaa A vontes I ti,, J: 3 A 0930 39a" 79" 118") 9W, 31 0945 42" 56" 3C 1000 40,5" 72" 112 5"' 2A 1100 74.5" 49" 123,5" 213 1115 79" 501, 129" 2("' 1130 695' 36" 1055' LA 1200 43"' 54S' 975' 1 B 1215 53" 591, 112" ("1 1230 49" 61 1 M- ,geml: Llld o(Can"d aC 70W lop of' vale), A)S: lop qfscdinit,Mlll hard bollom- "refitsal N hddlk-M'Canal IA 111 21' an"d Fntrancc 3 A BORING, LOG Pagc I of I Boring,'WcH Nutubm Pro'lect,Name FDEP Faedity Identification Numlwr 266- 1 A DEP Grant S0679 t4A Sttc Nmnc; Borch(0c stam Date 12/18/13 BMCWa e SUJM'Fimc r- mo F' Canal#266 End Daw 12/18/13 I"'M"NI wuucu ANA PKI E)cpth((I'P("'omp NA Dri 5,3 T,*7vrn,mnu,,mW Contramw Gcologkt's Nmrle� FriviironmenW 1'echna6m`s Nzmmn AMEC Jererny Pads/Wendy Blondb NA Nin g, an'.YT avem ere hickness Niches Bowhole,D�am eter mc�he,,q Borck&, feet)� Adventure ErMronrncenbap N 1 3 Drilffing Meffiod(s): Apparent I lfwrchote 1)UAV 0n rect %Uasmcd Well DJ AV(in feet alm OVA(hst model,md cluxlk,t ptIston tube corer Crum Sod moNme conteWY t4A NA NA nd BackfiH l"lisposifion M'Drik Cutfi"gs[check method(sfl: Drum Sp re, 9ockpfle thel Noun get"a'ated .................................................. ................................... Bordwile 0,>mpMion(ctwck cme)� r wel, r ci,ok,t Betltmr4e r 13�,,ickfifl 00wr idescribO NaturW(,*Hapse ra Lal)Soil and Grotmdwater,° 2� M Sample Desex-iption 5, t4 samples(list L -iie based on USCS,odurs,staining, �r(indude grahis Sample number and Other remarks) :g and depth Or rs ternporart,screen 0 to 4 6 Feet Polymer Perak ORGANIC dwk Wmn 5YR W soupy sa"IpW tl ma(ei,JW Leaves,mangmve tods and seawml pmseW FIydrogen suffide oft 4 14,6 to 5,5 feet Same as above HIGHLY ORGANIC except slightly 1A 5 5 feet TO(", i 5 rme decomposed wdh smWll packets,of grey silt, Hydmgen sulfide odof. 5,5 teel Refusal kk Sainpk1ype Codes; P11 Pram Mik HA Haml Augva, SS Sp hl Spoon, S4, shctby'10c� M, lhdeci Push, �( Sem6c a;see DC, 01M UumvigN Mcusture Contemt(odm 1)-14.ty, N1 Moiw NV %Vm S Satiaral,,.,d BORING LOG Page I I BoringftVeH Number: Prolfeel Nanw, T FaciMy NmWwr 266- 1B DEFI Grant S0679 NA taQa Name: —1c_S art I—)aI(% 12/18113 Boreh,4e Star(Twmc� r A Po t�m Canal#266 LAW Daw 12118/13 Und f1ine: A M 1,N"l En0wotunenud Cowradmn ('wologpm's Nanw�� EnviromtwwaN Techrucian's Marne: AM EC Jeremy Paris/Wendy Blon6n NA Pavement TfiickmNs Imchios)� Borehole Diametew(u0ws)�DrMfilg Conq),"w, 13()rchMe Dep1h(f6ct). A E nviron mea dventure ntat NA 3 58 Drdfing MeOwd(s): Ajlpwvm, Bmeh(de D'I\V(m flea Mcasulod WCH It V on fw afto OVA(list modeI awned check Cyjx)` fimnseo moisture contemr NA watew recharges,an wvH)� NA NA p�ston tube core r e Dispw,snwn of'DrM Cuttinps[check nwethod(s)�-, Drum Spicad BackMl Swckpitc Nww geimrrIrawd ........................ ......__........................... 13orch(&,(.'omplefion(check�mw): Well Grrma Bmwnk, Hx1d'M r Oflwerftlesxr,60 NaW4 co4apse uw 1,81)Soil and C,roundivatet 2 Sanij)les(�isi Sample Deseliption F, Sample nrenrrrlaer a. and other remarks) and depth or 0 temporara scteeR > intery (�t to 6 feel HIGHLY ORGANIC dark brixhn 5YR 312 soupy mafeOsl. Leaves,,nmngrove ronts and seaweed preseM Hydrogen suffide odor 2 266 1B 3 feet 3 MC&irnpIe 4 5 to 6 feet Same c�m abcwe HIGHLY ORGANIC except sfioifiy rvwnr,a decximposed datk brom , Hydrogen suffide OlJor (b ha Prwrti 7 refimal NI al kt Sjmpk,� lype CmIcs: I'll Post I Gok'� IIA I Wul Augo SS Spht spax'qm S F shcMy t Ube,; DII Duect Pusji; SC Scimc Corot M t,h 10 r wungs M nsiuire Coment(Wm D Dry M Moist; W Wet; S Saturmod BORING LOG Page t art" I .......... w6ng/WcH Numbec Pipiect Name', 1)EP Facility Ideraificairon Numbcv� �266 - 1 C DEP Grant S0679 NA .........—— —13a t—c� —12/18—P 13—1 IT,r" J I,Me: 1wN4 1""' wo Canal#266 Ind Dmc', 12/18/13 ['mi Tirne r Am r vm Fiwmnuwaal ConW adorn Gcolo)ps('S Name,: Envit,onmenU kx:hnwrai(n's Namc, JF,—�\7f — AM EC Jeremy Pahs/Wendy Blondin NA .......... Driihirig Compally Pavemm Thickness(inches � BmchoIc Diarneter Onches),� Borcho�c Dq)fli(km)� AdventUre Environrnerrtal NA 6 fler F7,\Tlim mo&T—and chfxk typey p�ston tubp corer fiOM Wd MCHMMC L0111CM): NA wmcw I'veha—rgIcs tri !t4:Aj NA Drilhng mclhod(s)� Apparunt Barehole D I'W(�n fcv� Meaimcd Welt D'I W(in fi.,et a F- E El Disposiwm of D6B("w6r)1gs�chc,;k method(s)j� Drunir r Stmead Backfifl Slockpde Oihcl. Nonedcnaearnanst ackfill r (,Xhe, Idesctibc) BmchMe Cmip ctim(check owlc): r wa r, r Natural ro4apse tm S b Soil and Groundw ater n Al Sample Description amples(lim Onclude grain size based on USCS,odors,staining, sample flumbel 3' awl other remarks) > and depth fw m7 werup(wary screen Z into v D firm 1,7 feet HIGHLY Oh GAMC dark brown 5YR 30 soupy mate6al, Leaves,mangmve rools aml seaweed present HyMogen suifide cdor, 2 1 7 io 3 5 feet same as above HIGHLY ORGANIC but sfightty n wt ci,deconposed 266 1 G 3 feet grain size Sample at. 4 to 5.5 feet HIGHLY ORGANIC bUt s4ghtly rnore 5 decomposed seaweed wth more minerW seWment 266 1C 6 Pees 6 TOG,Samplo 6 fe(M HIGHLY ORGANIC mixed mth grey sill deposits 5YR 611 Hydrogen sulfide oft, 7 0mour,.0iout on cove. 6 foot refusal It Samj* lv,p')c(odcs: PW PosMopc-' IIA= HwhlAup% SS �SphtSpwow S1 Shdby Wbc� SC-- som%A-mv" DC =11n1kuW1qn1' Mousme(ammo ent Codes: 1)- Dry, M= Mmsc NV--W& S Saimmed BORING LOG Page I of ---------- BonrigAV61 Numbm hoject Nmne,: I'DE11 Fnitky ldcnidicanon Nmnbcr� 266- 2A DEP Grant S0679 NA � ;tan Date�� Flmchole Stao'hmc,: /,m wo 71. .......... ............. ...... 12/1 8/13— Canal#266 Duu; 120 8/13 Fild filnc: v'm "mal Cm"adcm tnv�roinnx. A logist's Name E'nviromnutal Nxhnicmzkn's Nauw� AME,C Jeremy Pa6s/Wendy Blmufin NA DH116a g Ccnnpany: Pave meat Thickness(ancbcs,),�� I Boreholc Diameter(inchcs): 133mehMe Depth(fev�� Adventure Environmental NA 3 4 DrMing rviethod70— of fmamamm Borvhoh,�DT\V(in feet Measmed%VCH Of W in reel after OVA(6t nv)dd and check typa "t p�ston tube corer fi-mn sm�mmstrury commy NA so mar icchnffp(s m w04� N A NA tram INsposmon of Drdl uttings dwck nmhod(s)J � Drum r, s, Backfik Swckpfle Other None gencrako'l .................................... ..... ........ ....... Borcholle(,(mnp1ctk:m(dwck mwj�� r w(,,,,, r r H.,00 06zr(descnbO NaturM C(Aapse I'mb Soil and 4 B Sample Description Samples(list rmJ 0 (include grain size hased on USCS,odtws,staining, sample r1urnb"- 3(ld OdWY'remarks) and depth or > lenipm-ar'y sew aim 0 to 1 5 lept t HIGHLY ORGANIC dark,brown 5Y'R 12 so upy mafedai Leaves,mangrove ror4s and seaweed pmmnt, FYydrogen sulfide odov 1 5 to 3 feet sarne as above HIGHLY ORGANIC but shghtiy more decomposed 266 2A 3-4 feet 3 to 4 feet MIXED DECOMPOSED ORGANICS 1 OC sa rn Me AND MARRY FINE AND, r'fp of core at 4 feet WEATHERD LIMESTONE with 2 iiuw h piece ir.;of rock I OYR ?11,Refusal 5 6 0 2 smnjfle Ale Codcs�, I'll Vost HWe�, HA gfaanwf Augo SS Spht sporrm, S] shidby f ube� 0P threcl Vush SC sonw6 om, W, D101 Cutimp Mulsture Commit Codes. 1)=Dvy� N1 mom, W e Wets S sawrated BORING I..,OG Page I I- Rming'WCH Numbe: Vrojvct Nwiie: FDEP Faciiky ldewifi,�afi(m Numbw 2It)6 - 26 DEP Grant S0679 NA ——----------------- ite—'N'1=7 ............... ............. —12118/13 Borehole St9mt'I irue: Card#266 End Daw 12/18/13 End"I ime: r Am Cora ndctoc ()Cologpst'S 'Natnc Fnvin,')mmjaad Techriicwji's T11jj17-- AMEC Jeremy ParistWendy Wondin_, _] NA Drdhng Company: avemewflfickwss(inch IS orchole Diameter(incheq Bordwk"Depth(feet): Adventure Environmentz0 NA 3 5 Dtilling Melhod(s): Apparma Boref"Ae DJAV tr fova measurm we'n DYW 6n feet ahe'r 110VA Oist model and che%k type); pLstcm lobecoma' fi("nn soit womure conwnlp: NA NA NA rm ND Dis'pci,s,io(aw of Drill Cwtings vwhod(sfl Spiead Backfifl r Stockpik Othei, None gemcrMcd Borcho� e("ornplefion(check onet ., r Wd 45rClUt r' Backf'M Other(da,xrihO l4aturW coHapse 11-ab Soil and GIromidwater Santple Description Samples�jis't (hichide grain size based wi USCS,odors,sla4iing. '�t riumber and other w emarks) 3 0 and depth or winporar) s"'ven filterva 0 to 1,5 feet HIGHLY ORGANIC dark brown 5YR W soupy mWenal, Leaves,mangrove rocits and seaweed jpmmewit,tlydrogen suffide odo� 2 1 5 to 4 feet same as above HIWiLY ORGANIC hd sfighfly more decomposed, 4 to 5 feet MIXED DECOMPOSED ORGANICS 266 2B 4 feet AND EARLY SILTY IN SAND,2 5YR 712. 1 1 TOC sarnple 5 feet WEATHERED LIMESTONE MOu 2 inch pieces W rock. RefusM 6 7 8 1�0, Ed 12 toot refusW S"ampie[Ypc"CodesF M Vast Hok,; [[A Hand Augc SS:'-, S I =qletby T'ube D11, - D"ecl PusW S(." Soma ('11'e; DC LhM Ciimmgs Molstme Contem Codes: 1)-"'Dly, 'NI- "Aws�� NN, : Wek; S -saturmed BORING LOG paee I of Bormg,Vell Number Prqie�a;t Namw� 11 Fa6hty Idewflicat6n Nfluniber 266 .2C Get P Grar�l S0679 NA 7"_"__"__' r A to r r K, S te Nmnc� Borehole su'm Dater '12118113 Stall CanaII#266 End Datc 12/181,13 End I ime: n6womimemufl Corm'wor GcoNigim's Narne� E11whooment"'d Nmw� AMP], Jeremy Pads/Wendy BlonOn NA DntNng,Cotnparly 61'avcmelfl I hii:kriess(Incfws): 1 awrtlw l Dimilettl Onchl'') Boreh(4c'Depth(fevt)� Adventure Environment,t NA 3 43 P, Drtlhng Met iod(s); %ppafm Wmehok D t\V(m feet )1easur(.',,d W01 D'I"W(in fectaftei OVA(hsf madO and Check t)q)c): r� Piston tube C1 f t'rom s00 mmsttm�:'co"Mltl: NA vvam mchawgCs,ut r%v4 NA NA Disposwticm of I)HIt Cuttings[check method(s)): r Drun, Sp read Backfifl stockp& N(,:me pe=rawed 13(meho c Cump ctk'm(check one)" well (twut B,w,,m4c, Backfidl Odwr(descritx)' NMLMEIl c0apse L,ab Soil and ra r. (,rou tidw titer B Samples ow Sample Description 4L sample numher (inchide,grain size based VMS.odors,staining. V It ;r mid otheron mar reks) and depth(,q > -ter > te"worary screell .............. 7 7.777eet HIGHLY ORGANIC dark,brown 5YR 3�2 soupy matehal t eAvr,.,s,mangrove roots and seaweed present Hydrogon suffide odoir 2 2 k�4 feet MWED HIGHLY ORGAMC AND WEATHERED LIMESTONE 4 No firnestone observed. 3 feet refijsaR fro 9 0 III 12 luaak.mfusal .......................................... sampleTypiv Cudm I'll=-Po a flo�e IIA Hand Augm SS Split Spooru ST� shvm by Fuubem DP Dwec llusb SC Soniic ow, DC'- Drdt Cwhnp Vkusture Coment(mim 14 =II r Moqm, NN -Wet-, S-Swurated BORING LOG page I of I Boring'WCH Nmnbcr: Projecl Narne Fffl`ll Fac0ity ldent&wafior)Number� 266- 3A DEP Grant S0679 NA B('-wr 7 1 h a it v r- AN, F, lbm Canal #266 End Date! 12118/13 End'llnwu � ANA .°t;7,romuental Conukwt(m 6CoIogkCs Name, Envlrormm"M Vecllmw an's Nlamc� AMEC Jeremy Paris/Wendy Blon&� NA 11aaVvmunt T Fickncss lfmehok Borchc4c Dvp a(f6m): AdventUre EnvironmenW flea 3 5 DriUing Mefhod(s). lIN)areim Ba,)rdv,Ac D I\V iin feet kle,sured NVell 1)IAV(in feet aflia (OVA(Nast,model mid check iype). piston Mutes*corer frolm I1Wi mm.stowcontenll� wmel rmiNwees 4 vven1; N N no par)=Dkposkiicwn of'DrM('"uttings pchuk melhod(slj!� lxuiia r- sp.m(i r liva -iaf stoc-kpflc CM oine gmenated Borehole("ompletion(check cmcy Well wja Bewo,flr, BackfiU Wier(de,,,xnbe) ra Lab Soil and r! Gt-o u teal w a tet- -iption Samples(list Sample Desel Cr (include grain siv:e tnised on USCS,odors,stabihig, to 1e (1�11 sample imm1per and other r"it"Is) and depth or > > terripuraryserm 0 to 2 5 feet HIGHLY ORGANIC davk brown 5YR 312 sm,py mWedat, Loaves,nmngr(,)ve mots and seaweed piesent. Hydrogen Wfide odor, 2 2 6 to 3 feet sanm as above HIGHLY ORGANIC but s bghUy more docomposed. 3 266 37w 3-4 feet 3 W 4 feet MIXED DECOMPOSED ORGANlCS 'TOG sample A.ND MARLY SILTY FINE SAND,2.5 YR 712 4 4 feet WEATHERED LIMESTONE with 2 kmh pieces 5 1 drock,vary little orgmics, 5 feet mfusal 6 '7 al ll 12 samp c "ape("odes: I'll Vow lJok, IIA 1houl Auger; SS Sphl Spoom ST Shelby i ube, 011 m DmN3 ilush; SC 'Somc om, 1)(1, Drill t mbngs Mokoune Content Codes� to rhy M W=Wet; S sawrated BORING LOG Pap 1 of t Bcmmg,'Well Nurnbec ProJect Naniw FD',p Facihty Idewific"Ifion Number: 266 - 3B DEP Grut S0679 NA Borchole Stan 12/18/13 ,%m r vm w 1171117.7--, Borcho�c Start inw� Canal#266 End Datc� 12118/13 End,fimc: A,N,4 T-7, Gcolog'kCsNanw Environnicnt,,d 'I cchtwi6,an's Nuvnc: ............ ..... AM EC Jererny Pahs/Wendy Blon(Lfin NA Dfflhny,Coinpany: flav (Inches BorchoIc Dianwter(unchcs)' Bol'&Me Dcp h(fect), Adventure Environmental Nd 3 4 8 DrMmg,%40)mf(s)': Appmerm Borehole DIN �easurcd Well DIAN"6u 1a-ct aker and check type): piston tub(?curer t4wm sod mmstun,con, wam wchmgus'in"VeHl[ NA Dispo,,,,�Oon ofl)611 Cuttings�chcck mwdwid(s)�� r Drum r- Sp rewl r BsckH stockpile WWI Novic gencrate'd —.-I-........................ ............... ........... Bor6(de("mnp�efiort(check orw�: F wen (i )arm. . F- Ikraonkc r Bwkfitl r t,)ther(dcscr6e) WtLH'M cA)Hapse ............... �p La Soil and LAI sample Desuiption -5 ;r 4�� -4 Samples(list (iwtude graill size bawd Oft USCS'odors�stlining" sample"mriber ri and other minarks) and dopffi Or E S tomporary screen ........... 'd io IF-5 feel HIGHLY ORGANiC dirk brown 6YR 3(2 soupy 266 3B 0-1,5 feet rnatebal L,eaves,margrove ncxpts and seaweed prosent Hydrogen stdfide odcir, I Oc samp�e 1,5 to at feM MIXED DECOMPOSED ORGANIC$ 266 313 3 5 fvO 3 AND MARLY SILTY HNE SAND Grains sure 266 3B 4 feet 4 TOC saryiple No recovery Wow 4 feet 4.8 feet m(USal, ry 9 163 1p Samp k! t vVe Ccm Poc s; Pt( Most i I ole i I A Lim d Auger SS Sp t Spoon S'l S h Oby I ub c P11 D rfcut Nish S(' >,ScAmc w e fist.' )11 1 ngs Mmsmc Comew(;"odds. D=,Dry: M=: klmst, w - Wet, S Sauumed BORING LOG Page � of, I Horing'AN101'Nuno,,Ier: ProJect Nanwl H)Efl F,,wiWy Idewificalion NtimbM K, 1,)EP Grant S0679 NA 1-1 o—IC 1,K,A—e S t�-r�TCDa,i c.—: —12/1-8 It 3 r' A M r PM Canz'il fQ66 End Dale! 12M8113 End T"11c: r "N'o GeologW',, ["tivironmennat exhniumn*s,Nmilcc AMEC Jeremy Paris/Wendy Blon&i NA T7 A N�A 3 3,8 dventure EnvironmentM —, - --, -------------- Dhihng klclhod(s); %ppawilt Hkx ehoh�1)1-W,(m reer Measured Well DT\V)un feet aft OVA(list model and check rype): pistm tube corer lnamn swi0 mmswrc comm): NA Nvam T�xhargms m weuN . NA NA r-, 110 r Disjx,wsstion of Drdl Cutting,,(check,irancthod(s)]: r [)rmn r- Spread a.,ria)n r Sfockpw e 00m, None y,encratcd -......-,-............... .......................... ------- burcho�e Completion(cheel,�one)� \wii r o,,..t F, 13ackfill oo,., wesc,flo Nahwat coHapse ............ oil a Ja rv, 1,ab Snd Z 4 (Irooudwatei- R Sample 1)esei-iption 111� Lei Samples mst (include grain size trased an US(S,odors,staini"g, Z, sample number Itray a nd odwr remai ks) < > and depth or > lempo rart Screen interval)_ ............. .................................. 0 to 1,5 feet HIGHLY ORGANIC dark br("n 5YR 3�2 sm,�py mateviaL Leaves,mangrove roWs and seaweed present I Iy(Jrogen suffide ofJor, 2 ; I 1,5 to 4 feet MIXED DECOMPOSED ORGANICS AND MARRY SIUrY FINE SAND 3 266 3C 3 5 feet'� Toc swnp1p --4 feet WEATHERED LIMESTONE w ffi pifmes of rock,Refu%il, 266 3C 4 feel 5 Graki Sim sarnplo b S 9 ll lr Samph, [y1w r rya es� I'll Post I h&% HA Ha"d Augo SS-Spin Spcwnn� ST Shelby t uhe� OP D"ed Push SC swam Ccmr DC Fhill r uoings 11) �: NN- W'tm S:-Snusrntvd BORING LOG Page I of I BomigAVCH'Nunlbor Project Naruc FDFI':'F,acihp ,v Idewificafion NmnIvr 290 -3A DEP Grant S0679 NA ^wm 1""' 1'm CanM 4290 End Datc 12/19/13 End fime� Am r ni 7a mud Com ra(,�tw mwr�viiomvic Go(, N, EnviromoentM rediri�vian's Natue: AM EC Jeremy Pahs/Wendy Blor)Ori 14A nl[hng Company Diwnoel (inciies): Boreiu,de Del4h(fcci)� Adventure Erivircinim r NA 3 6.5 DnMng MedvxT(70, �Ppamit-Bwebolu D]W(Irw 1"Cei meastum weii t)riv(ill fi-vt after OVA(list moth.,,,1 lind check type): p ston tube corer 9wawm S6 alow tire conwilt i: NA wcati,°,r reduarg,e,s iiiweHl: NA NA r- wm r Dispo�ition of'DHII Cuttings(check rrmhod(s)): r)rlt, �'— sp rew, ,inmilf SAodpdc (,"hher Nilovic generated ............... lkwrdio Compldion(dwck oney wol I— Olixmv 1 Benlotwo r BadfiH Qthca Wescrllvt NMUN:ll rg)HaI)Se IVI Lab Soil and Aa Groundwater 5 M Sample Description 7 E Samples ilist ra sample im"Iber (indude grain size bascxl on uSCS,oclors,staining, to 11 and au he� remarks) and depth(ir > 2 temponary scleell Interval 0 W 3,5 feet FaWy w0l decnnposed ORGANICS,rito obvious sjeaweod pieces,SYR 2 5/2,Hydrogen seal de odor 290 3A 0-3 feet graii i size 290 3A 3 feet 3 1 ot"sarll* 15 to 5,5 feet Mm oftRGAN NE ICS AND MARLY FI SAND,very 4 �ovv'%,recovery 290 3A 5 feet TOC samp[e as 5 W 6 6 foe( 290 3A 6 foot, WEATHERED LIMES"TONE,saps Ro 2 Och pieces of 'TOG sample Hmestone 2.5YR712 fet4 reftwl, 7 tt ep pap 111 sampie 11"In,(_ode„: P]I =Pust Holes', If 1 I[I and Auger; SS Spht Sporm, S1 Sh0by I iibe, DP a Dii-o-t Puih SC se m 0ne, DC Drill C mwig"', Malstme Cunww(ode,,,. 1):�: Dry; M w Moist; W Y we S satunme'd BORIN(':'F' LOG", Page N of" I Bohng'%VeH Numbm Projec't Namc� UnEp F'acihty ldenffwafion Ntmrbcr� 290-3B DEP Grant S0679 NA SOC Namc� Borehole Stan Dwe� 12M9/13, Bmch(4c Sunt Timc� r Aua, r vm Cana1#290 [-,nd Datv 12119/13 1Nmrrid N ime: A 114 7Lnvirmilarem"d Contractoc GeMogkt's Name� 'Techik an's Namv: ,AMC CC Jeremy Pads/Wendy Nondin NA 4 7 I'hickness(�nclwcs): Borehole Dianic IcRt un (kwhcs) B� orchcde Depdii N,fcor Aciventure EnvironrnentaN NA 3 DrOfing Company� DrOhng Medwod p"nent B'I'mcbMe D'I W(in fcc�t ''Ica"wred%VCH DTAN,(In R,el alle OVA(list nimM and check type) PNStOn Wb ¢61r r tnuuaaaqod"Imstlac,COIWMV)� srmeu ucs har, azs oi Nj%cw� NA NA Dkpos4wn of'D6H wings[check nwcihod(sfl � Diur, r sy)rem-, backfiffl Stockpile, (Ahcl M,mc gcncmawd ....................................................... ...............—.—............................................... Borchok Completion(check oniv,)� Nveu Bentonite BackfiH (")ther(de,,,wribe) NaturM coHapse� Lab Soil and CA Gromtdwatci• Sample DeSCHP6011 SeRnIples(1i"o (tnchnlc grain size based on USCS, staining, 1A Sample mirnber atid otho reimarks) and depth or < > temporary set cen Zr trate^rvalp -------------- ---------- ------------------ ------------ -------------- 0 W-5 Wet F-aWy wM docompned ORGANV'S,m obvious seaweed pieces,5Y[R 2,512 Hydrogen sulfide odor 2 1 290 3B 3 feet TOC sarnple 4 7 teet refusal 4 5 as 7 NN coulees: P11 Post llole�, 1HA HandAngm SS Split Spoom ST Shelby t uubc, Pp MrIYA Push, SC =Sonic C(ne, DC= Drill `chitin 1p Mwrmuic Cowent Codev 11 � DrY, M Nlcmw W Wct� S Sminated Page 1 awl" I Boring/WellNumber! Project.' aanwa I I)F" F acultty lain^1116fic 6 ura laluaaatber: .. ....................... luc,tiauarae Nlawaa hot e,Swr D"'ae; 12/19113 It¢:leh(rl4 taart 'Y wXrup.°; Ir N4 r tslV1 t.AmW#290 End Date: 12/19/13 End Iime. � AM (°IPaaw uuuwauum~uwtawl G ontrra tors! �,. . tmw°olo y�st s Name% Eiuwwftuaetmmesriml°t`cclwnkian' 2 uane: MC:C Jerearny P ahs/lt entty f31t"xrteture NA ,...�..�.. ,..,..w.,,,m .,....,�w,�............ ....... b . ....�.............�,. ,�,.�.,««.,.,�„« ,µ..«�,� .,,.a,µ...,««,««µ.. .........,�,..... ... .�,«.,,,.,�.,,,��..�,�.,,�,.,,.........�,..,,..,,..:... t:�luallrvuay t�curwprw y: 1 au ctwa awt I Ipaetae<uss blt¢elues( VSaurchole Maasmews taur�lwcs�. Iilawr�eh(' c t;les3)tlu(tact): /�t3ventUre Environmental I'A ;3 6 l'�)umllu3y Sa3e¢lar.na@(sl� brtroaa :r¢t btrareleawBa I)C' "(aru ba°aur� y�t [aaara^u&wJc�ll t ty'Qaa°r to t aafiem Q..DV` (list,uueu.r3el and rslaew s t:yleal): 'islon laata corer /rasm moral rawawts48�aa¢^w.aaarta.aakl� N w'v ales ucscha gges sae�wwaegl NA N l'to^;tsoslt on of,DrM Cult61gs b,.°l eck rnetlwawa,l(s) . , Cbaream sple"Id �. IBadkf" � staaar,uapk � ao f:'ttlter Cuwrw,yc^.rta`rrrataroai None f3araalaaaPe a,eartla°takMa tcltcel one): mti. wen luu��eaumt � tCepaRcrarwta¢ Bacfd't81 (3relaa:rtatesaeri eb NattaraaV coHapse . Lab ;aall aaracl Sample 1 tt atara „ s ataPles(list (include p,a gin sire based d on US CS,odors,sl ainin ,, a arrrlaic araaerwher and depth ara "ter �4 ^"'" "� tcraegaaar•<au'y sa^r°a^eras laatmul (t taa at feet raalrty wwoO a ecaarnpcks d ORGAMCS,no obvious l seaweed pieces, YR 2,512 B iy rog en sulfide odor, 3 l to la Paaea9 ORGANICS;nWaar to above but wMi small b;ar„eaeats y of vveathered limestone 5 to 6 feet°.wrw'talk pieces of UM STON . 6 beret refusal. Ce .1 al iy aaarurlwla«fypim Codes' t"tt= Post ktohc bta4 t't imk+4 ply SS a phi wwgaare�naww `s"I 51'arrllrw rub(', DP ,m ralwd Push; SC'- Sonic Cora PC I11tasll(uufiN?s Moo muare 4'ouu ena(odes: b) a Dl Vy N1= 'Moist; 4a' i WO; S Saturated .BORING LOG Borrng,'WcH Nmuhcr ProJect Namc I'DEP Facility iclenfification Nurnbm 290 -2A DEP Grant S0679 NA 7;— te Borch(4c st"'m Datc: 12119M Uiorchcilc Start I im Nm T"', n DC Caria1#290 End Dmc 12/19113 End 1)inc A M r— I'M Ewarmlimentaf Commwctcm ("'RcologilsCs '%'mnc. Environmeni al[I cchni6au's Name: AMEC Jemmy Parrs/Weridy Blondin NA Drdbng Company Ilm"oncro I'llickness Onchcs'): Bor6olc Mmicter Borchou c Dcpdn (fcct)� Adventure EnvironmeAntai NA 3 4 1 Di'Ming Mcwhod mrtnl Bryrehok D f 4easured WCH D'i W Qm R!"tint alter OVA(Nit mo(M and check aypc): pston tub ml sx)r6 mmsture cm wmer recliarges in)YO)fr NA IqA Dk,pus icm M'Drill Cuttings�che.ck mcflmd(s)j: r sp rem BackfiH st,,c,&poc Other Ncmc gerrenmed Bm chollc Complelron(ciieck ofw), Weil (3rout Bermioitc Bic kfifl r Otim (demAA,%) Natkuai(mllapse Lal)Soil and M B (4-ottndsvatei° B sample'Des cl-iPDion 2t Samples(list ;c (include grain size based an US CS,odors,slahting. sample munho nud other remai ks) B and depth or 6 remporar'N set-Ceti ............01 . ....... ---------- 0 to 2 feet I(a0y weH demniposed ORGARICS, obvious seavreed pieces,6YR 2,5r2 Hydrogon sull'ide odor, 2 to 3 feei ORGANICS 290 2A 3 feet with area of MAR LY HNE SAND roc sanOe 3.5 is 4 feet ORGANICS AND MARLY FINE SAND MiX. ObOous bands of weatherd finieslone, 4 feet VERY FINE SAND&ayer 2 5 YR 712, 4 1 feet refusal 6 7 rs 10 feel mfusal Vk sarnpk]"?v t a'xim P)I- Po"a l h)lcs ILA f land Augcr, SS "a Rut Sjxxiw S I Shelby G ubc 1)P 1hrmt Push S( somc Core, 1)(11,- Drill taungs Mo snlfe( mlwnt Codcs . Dm NT r hlo m NNI wo� S Saturated BORING LOG Page beat I Bcming WCH Number Project Name: 290 213 DEP Grant S0679 NA rEl"Facifity klcn6fication Number, Borehole Statu Date, 12119/13 B(AchMc SNATI 16110: V w v m Canal#290 [jxI Datc: 12119/13 End I ime: ,Am v N, ",vin7mv Conaactor: (kolog6t's Name: EnvironmownI hxhn4cian's Nauw� AMEC Jererywy Pahs/Wendy Bion(fin NA 1:!7!;E=)t �hickimss(inchics Borelwle I)ianic �(mches)�� Borehole Depth(fcct): D6lhng Conipany, Pavmo c� Adverftre EnvironmentaB NA 3 42 1 E�111c�a Drilhilt,Mcillfodl ravem Bmehole D'I �40wmcd Welt I)lAY(n fact afief OVA(list modd and chiock type): p�ston tUb un sofl av:i,tsture em mnater rechargei in wcfl)� NA INIA r Disposifioii of Drill Cuuniy,��check nvulhud(sfl: Drum Sp mid BackfiH stcwkp0c r ottier twlonc Bmchoa c Counpletion(clwek mic). well (urma Bcntmi�tc 1�acuin Other(desevibO t4aturM coaapse Lab Soi and l o' 9 (,roundwater 'a Sample Description Ig's Ili rA S amples(list t4�cItide grain s�ize kased on USCS,wh)is,staining! V" sample numbet Z and othel rcmjwrks� 2 and depth or > ^ temporary m cm I interval ..............— ............ 0 to 3 feet Fatirfy well decornpused ORGANICS,m obvious seaYmed pieces, 5YR 2.Y2 Hydfogetusulfide odor 2 3 to 4 feet 290 2B 3 5 toeq 4 ORGANICS AND MARLY FINE SAND MIX TOC Sample 4 to-5 feet 290 2B 4-5 feet 5 MARLY FINE SAND, OYR W I gmin sizc" 6 9 qt Sarnple'l v�x Codev 1111 1 floc. I I A buid Nu pi: SS Sp ht Spool k ST shcuay I"tw DI, D. rcc Push S( sotk Ou DC DritIl 0AMIgs pdolsumc Content Ccbdes� 1) D y NI- Mugst; \\'- Wei; S-Satmated 13ORING LOG Page I of I Boring/WeH Numbev Pniject Navne; acifi ty Numbec 290 -2C DEF:1 Grant S0679 NA .. .. ........ ...JFJ EP F Namca Uiorch('de,Sum [WC� lk"/1911 llerehmrahe Start Tmnw! Pm Camcil#290 hid Datcr 12119/13 hld'hm': A NA P N1 7— Goologisi's Name: cchi66an's Nwne: AA MEC Jerenty Pahs/Wendy Blon&i N NA Drilling Ckmapany h1avcnGuaenti 1,16claws",(inches Bordtok,Diameter(mndhes): Borehck Depth(feet). Adventure Environrn ntal 3 3 DnMng Apparem lkwehole 1)1 W din fi.teu �Measmrtd W'01 D'i W(in fee a her OVA(list modehm"i check iype): pston tube rwer ftmn sod malstuve co]Wlt),� NA waw wchavrm,m weM� NA 1�m �spos bon o C f'DrM ut6ugs(check tncflwd(s)]� w,,,, sjrc,�, r VkwkfiH '�Sunkpfle aaa D 001a N'one genermed .......................... Bordwde Comph etion(al eck aamua wvltl ("inmu r Othcr(descrax) WW4 co4apse .................. J'ab Soil and M z Sample Description .3 Samples(list ;3 (ruclude grain sizc hasol on USCS,udors.mahwing. cr sample number and o0wer remarks) awid depth or rw V > tnjpotrary screen interval) 0 to 3 feet Faidy m0l do cornposed ORGWCS,no obvious selaweed tiweces,5YR 2.5 2, Hydrogensuffide odor 2 3 3 to-3 3(eet ORGANICS AND MARL Y FINE SAND MIX. 4 'rip o�f Core broken LIMESTONE pieces, RefusM 5 6 up PH Past 1h c'; UA Hand Augvc Ss,-Spla�poow St', ';'hefl,�ylube; VP -INted Vusb, S(I =Sonw(ore C Dnfl('wrmg� Mokalre Conkmt Ccxfcs 0- D y N1 w INWW� \\ \V& S..&"Quwmed BORING LOG Page I of t ............. BoringiWell Nmiibor ProJect Name" FI)EP FmAity kfentfficaficm Nmyther 290 , 1 A DEP Grant S0679 NA T"TO —Bo'T-c—h>-t'('�TS"t -'l—t(,�� .......—"1"2—/1"T11�i Borch(deStwl"I ime: N m v N, Canal#290 ErW Daw 12/19/13 End'hmc! A M PM 14 A Convactor I"A1viwmw1W rcchniciwl's Munc% AMEC Jere R my 'aris/Wendy Wordn 114A 77,75 3 DnWng CbMpany: Pavement I'llicknes,75c Borehole Diameter(416cs): 1: orelude Dic"11011(foo), AdverItUre Envirorntentait NA 3 4.5, E)hMng'NIelhod(s): Appate'M BorchOe DJAV pigi P�xl IMews med Well LY6 W tin tenet afte OVA(kst.modd and check type): pdston tube corer fiom sod nuirstme(xmwmT1r NA NA NA Diqiositkm t.'�f Drdl Cuttings�dicck method(s)�: Dn"n I— sp read r B,.taru Swckpde N'onc genec"ite'd ................................................ -------------....... 13mch(Ac 0,nnIfle6on(dm:k one)� we 0 Oroul dear Backl'M NaWrW aftpse Lab Soil and v, Groundwater B Sample Description Orr Samples(list (lndudc grairt size based on USCS,Mot s,staining, .Lr sample rumbet t I) and offier remarks) B Cl In It > and depth Or > strewn > interval 0 to 3 feet ORGANICS,obvious seaweed p warm Hydmqen sufte odor 2 3 to 4 5 feet 290 1A at feM O some RGANICS with MARRY FINE SAND 4Refusal grain size Refusal4 5 feet 5 to 7 2 Sample I ype Codm PII Poo I tole I I A=i hnd Auper SS spht spocwnq S] she 1by I ube DI, Dn ed V114h; SC soruc Cow, Dc Drill f utfings Moisture(ontew(;odes: 1)� Div, M Moim NN'=We't, S=Satmated BORINGLOG Page I of I limulgAVCH'Nuni(aer: Pvqject Namc 1')f P Facihty lddmfica6ml'Number: 290 - 1B DEP Grant S0679 NA 12119113 r Am r vm Canal#290 End D'atc: 12/19113 End 1"6nwu r A N4 hwwrmmwawfl Convwm Gcolops�'s N"muses d tuvwnervwutawcreroaaal rc"chni6ran's Miuw. A Jeferny(aahs/Wendy Nondirt NA lo-11fing Conqwmy: --ravenlent 116111,171 ;.lee); nchcs* fiok� �Depth(t'croti: Adventure Environnienta� NA T cr O3 49 Dr0hn. cthod(s) '4plyarent Borehole DTW(in 1w cq Mcawwd WcH DT%V 0n f'co afiel OVA(list aw dci and clicck typt,): NA pMon lube c trom sod mtyktuwwnwm�� NA wam,rechargo in weH): NA of D611 0mings�chook mohod(sfl: I)rum sptc.,, Bacl[&M Stockpflc 0 t,, None gcner ale d ............... -------- ...... Borehole Cornpk�6on(dwck mc)� wa (JrOM Bentonke BacklM Ot tier(describe) Natura�CDHaPSO Lab Soil and Groundwater 4, Satuple Description �111 Sautples(list (40knic grain size hased on I SCS'Odors,Staining. V� �'4 sarnple nuother 9 and a therw emarlis) and depth or > 0 io 3 feet ORGANIC$,wivious seawiped rjlows,Hydmgen Suffide 0dol 3 �3 to 5 feet 290 1B Meet 4 ORGANICS m e oi decomposed than above Too samp�e 5 feet UM ESTONE rock RefusM 5 feet 6 ed dd Br SawnpVTVI)c('odm PH Post ih&� IIA Hand Augm SS Slqa Spoon; SY 1,016by duhc'� Dp DmIvct PwIr SC simic ovc� 0C, fATH w6ugs Mok"ac(ontelit Code,"! 1) Dry, M=Mov L W.,-Wec S Simirated B4OR,ING ,.a .:MP Page I of, I B�,Kingy'Wdl Number- ProJect Name� 11 FaOhty IdenWlcafion Numix,i 290 - IC DEP Grant S0679 t4A B A to r v m mchoke m Date: 12M 9/13 BOrch'01C SNUI I�"w: Cartal#290 End Dide 12/19/13 End I imc: A M JlEwJncmmcfual Cmltractor Cicotogist's Nanm Namc� `IA AMEC Jeremy Pwis/Wendy Blondin NA Drihing Cowipany: Pa vcm(llnt Thickness(unches)� Borchote Diamem (mchcsjt: Borchcdc De p1h(fim)" Adventure Environrnentak NA 3 5 DHMug Mcllod(s): Apparcra Borehok DTW 6 �sumd Well 1")f NY(k) A(hst model and check type), pMon tube corer tom mml nimsunc conter uet me harge's ul we NA r ,a w 1—-L' L Dkpositkm ofi)rfli!Ckmings(check meflmd(s)�: mu,ww r sp rew Backfiffl StockpOc r ()tiwt Nonc,gommed -—-----------—----—.........--.-................. ...... .............. Borchc0c Comploion(clwck onc). wa oc", B"",ckfifl r Other(doschbe) Naft)ral coHapse Lab Soil and V Gmundwater Sample Description Samples ow g ain size basM on USCS,odors,sta4dtig, �r.r, sample numbes 2 and other rerum ks) 0 and depth of, > Z' temporary screen aarrcwvurtt 0 to 2 feet ORGANICS,OWOUS seaweed pteces,Hydrogen suffide odor 2 to 4 feet. G 3 ORAMCS m ure e dcomposed ft mn above 290 1 C 4 (N t 4 TOC sample 4 to 5 feet ORGANICS AND SAND MiX, 5 feet LIMESTONE pkuw Refusak to 7 kk MUNIM, 1. swnplcl'yyw Co&"v 111 Pom H(4e,; IIA, liand Augcr'� SS, Sphl Spoo"; ST shciby'Fubc PP 1'hf'cirl ilush! S'(' Son�c Cmc; I)(,' DOI("umings Mmslme Coment(I m1m 1) IN'V; N1- Mt'eIst, NV : Wda S . saummcd Sediment Characterization 0 two Monroe County Demonstration Canats Report of Findings ameO AMEC Project Number 6783-13-2563 January 30,2014 APPENDIX C LABORATORY PHYSICAL TEST RESULTS ame Organic Loss Determina(lon by Ignition of Soil Project Name: DEP Grant Key anMs, Projoct No.: 6783-13-256107 Client: Data Tested: January 13, 2014 Date Reported: January 14,2014 As requested,AMEC EnOronment& Bnfr strur twura^has tested sack samples delivered to ow Jacksonvft tabciratory on Decembef 30,2013, T'he wimples were lested for total organic content (ASTM D-2974) T'he results are oulkned Wow ............... ............ Boring No. Dppth I Gorgonio Content aN t) 2 IC 6 86,6% 266 IB 3 I 94,6% ----------- ...... 266 IA 5�5 89,9% 266 ?A 4 237% 266 2B 4 26(3 3B 0-15 941% 266 3A At 2,8% 266 3C 315 693% 266 3B 4 12,8% 290 3A 290 2A 4 2 7 3 I/o 290 2B 15 4.5% 290 3 3118% 290 3A 6 17% ............... 290 IC 4 136% ............... 290 1 B 4 25,79/o 290 3B 3 35,2% 2�90 3A 5 1,�A'Yo ........... RespectfuRy SUbmitted Cou y h" scki, EI, Grain Size Distribution Repot C 4 C S S, N M It 10 a"r wm N A Jk "CC 4P A' a �, .........«.�.,««..,+r,...,m«.,,..,.m. f �mm ... ..,,r ,o..,m, ...., b.1 ., .. —1 Gi ................ 70 f w 7 UL�� 1 0'T y'......V`� LIJ pGpFqq�ww f s .n. ..m„�,re,m ma qa.R, >,m®x,. LU ` rr f 3,p 0.X l" .. " �pii py „zn,>n, NiF ,,,µ, v,,,,, ,,,,,w„,,,,,x t,,..e,,.,,...�.,,, rc.r,,_.,,x no,w,.,., ...e.,,,,,,...,.t,.ro,,,m, ,,,,o,,,rm„ 1 10 f 0i v ii 01 0i.001 GRAIN SIZE-men. Coarse Fine Caere Mec kim Fine Silt Clay Gh.G'1 .G1 O'0 4 5"('I 7.°, 52.@ 3I3 TEST RESULTS Open na Percent Spec! � Pass? � Dark(hnay Sandy SILT Sire Flner (Percent) (X=Fell) 1C1G1 ., . ... ...., �.� w..",..".._... , 7��'a5 1 ,tfTl7rfilslitsl 4 it1= Tll= `1�'t 100 O #10 95.6 Cl (f9catlon al'4Gi 90,6 Coefficients 129, GI s O Ce= 001604 aawm, 612 .G1.757 wraara., 57"5 Remark 0,0227 naaaa. 57,0 0,7115'1 mm i 49A a G1.G�G�73 nanm, ' 40) 0,0066 ira m, 19l 2 Date T cc ivedi l,l130 13 Date Tested: l 14/14 G1 C77W�11,raaasM�. r 7;r7,7 i 0.0014 naan, 27.5 Tested By: t" _ Checked . Ora i C I u,csarr,h I Title: iisl"t Eargrnaµerl dara��}ae�l�ru�asurrory i�roa��aaoaaiaaaib Source of Sample 266 Depth:0,0'-Ift Tate z napled: I/19 1 a MEC EM m Client- Project:roject: DEP G,`arrarwG Keys C,ana ll"s ac � � rN � ! � _ r 4r157z . Grain Size Distribution Report Q T M �— tea. _..� 90 � � j � ," � 1 f j Uj DID ... . .. LL i 1 Ui t 4i"t Ui �r 30 f 20 iQ1,.. ..... ......................_ ,..� ... . ti, .. . ..... .�........ ,. .... M ,..... .. .. Ni'r U i0 1 01 0, 0,001 GRAIN SIZE %+3" %Gravel %Sand % inas Cparae Fine Coarse Medium Fdnr: SM Ctay ......... ..... ..... ........... .„ . 1'P,S1`R,EShL7,S, iM aterkjj Qq$ rNpt r rr Opening Perewit Spm* Pass? Damk Gray Shgh ly Sandy Spl-T Size miner (Percent) (X=Fa0 3%i1 100,0 PL= k = PN= 44 100.0 r C ifi,;aq iorl iw r.m i iSCS(Na a i- A A SN�p°t"O(M 1 )= #20 6 #40 942 Coefficients . 0 r75.4 D = 0M72 5 (i.(9i 4113, . .... Sty— ib.4i'200 r�^'100 92-3 t SO= 11.8.M 149 Cr 01 S'= i7Gr 71�— as m 0,0495 rmimmu a 74,5 Remarks 0,0351 anion,, 71.i ,0224 rmn, 63.5 � 0,01.30 rrmimi 453 0,04566 mimm,t 753 Date Received: R,"/.rP➢/.. ._._._._....._...Date Tested. llg4/.. .... 0,00,3 mmurwm iC 9 0,00 14 nu m. 3(dl,7 Tested i. _.. Checked By: Corey L i h asaan E,N Title: r+amii i:10maeer Source of Sarnple 266Depth: 7.5' Date Sampled. 12/19/14 � f(i tttil, rE.ii AEC I Client: Pr (ecV 1)f7I"°rimant Keys t'"mnmais ac � l �au Grain Size Distribution Report 0 0 a IV qq 0 Nob At 'A LE. ��tl: E7E IIE'. AG N q�ppp rtJ,'pp'pM++�P p,AAi ,".......... f 70,cc Uj c, pp f Z id ii LL LU cc 40 ,V ... e .. v ....._ ._...� ...._ Uj CL 6 f i 1 r i r , t f 70 10 _ _. .... f ............ GRAIN SIZE », %travel % and %F Fines ..,,.. ............. Coarse Fine Coarse Medium Firm Sift Clay _...... .......... ... ......... m . ...... ,,,..._........ .......,,............. ............. ........,., .,., TEST RESULTS Material,i es i~itat,on Op rwiu Percent Spec,*c,*_.. Pass? ._. � � a ? Gnu),V'O'y Silty N10fiLIHI i�u"w Fine SAND w!Biiiiaw s1wii& mw~Ha ina33riierrtia Size Gaiuwer (Per emt) (X FaH) 31 i l O( d3 i'3 77,5 ' L= LL�= Pier 144 70,5 7.(3 SlN.:3 US CS(D 24 �'7) SHTt (M 14 )= 440 33.6 to tl �ie)tt #60 47.0 Dgo= 13.42��1�4 D85= 13.60416 D60= U213 41100 42.4 050= 03167 D30= 0.0636 D15= O.0147 0200 36A [ID= 0,0057 Cu= 144,42 Vic= 0,87 0,0468 myn,i 19,7 OM2)3 rrwi n Wi 0,0 24 iwnuuu. 14,2 ��. i+rrt; ��i�cei� ... ..� .00im:3 urupuu. l ii:9. , 0 Date �/1 3 t� T t N i1414 i�.i3 ,3�k wwRN1w, � �,���' i�.t7��ii3� urs.f 3,'7 Tested �� i M .... Checked By: Corey 3 ( msc uw,E N. Title: Staff 3:us uuwt;wa¢... ionan a�au:c°;uhr.:a&tfaed ix'�,r+�u«��^:rR3 Source of Sample 260 Depth: ii` D ate S rr ple& i 3/19/H A EC E I ttii fiat^ Proiect. Di i'Gra w 1,,eys t,.sna 1 � wll�a �Iar � t 3 r �_ )r , Grain Size Distribution Report 6&,� Cm9 h m Rrb iY AWr "dtu im f 01 „, �, �,, ............. , .... ....... _�' ... .............. .......a.........._ 7 r" LU 1 1 LL I . .... ,50 Lil . _ 40 .- . . �' ... ..� 30 } l .""""� �. ..,.. .. �,,.�.,. .....�... 1 0... _._ _ .__ __. ._.. ..w.www . N _. .. _ ............ GRAN SIZE •rnnn. %+3„ %gravel %sand %Fines Caaarse Fine 60arse Fine silt Clay .. ..,^,� .. TEST RESULTS Material Descr4ptla ra Opeillng PercentSpec.* Pass? Darla Gray;w>kullhdy Sandy; ll..."F Size Fkrrer° (Percent) (X=Fad) 7711"_ ........ .... � i �Ch14.41 lit 110.0 r tt rhor it rlts.(ASTl ' 1 1/5 1 G 0k 0 PL== LL:= Pl= 4 98A 4dwkl 92.1 :1 )ftlpra 4fb II 1 C2+a tf pierlt 4160 81.4� � j Dgo= 1,2647 D85 03392 W rO= 47D426 °t24k¢7 03 it1= r► c= 111.D500 nuaua 66,6 0035"?rnuan. , 54,5 Remarks OV26 nnlrar . 50 2 � b k 41 a� . 117. warn, 1707 0,0093 nun, i 3 4�5 0.0066 Harr 31.11 bate Reeeive& 17/30/1�2 Date Tested: ....�.. M4/14 0 0032 nu",", 6, (b 001 4 rnrnar 2 1.4 Tested Byre t"la4 Checked y C orgy '1 C h asw.rrr,..E.1, ... Title. Staff Enugpneef .. .......... _w.__-.m._.Mw_. _ _ _._ __ .m_ —I _._.__...wwww_:..ww...w.w._....w.._w_.wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww...........................wwwww_...... (no yr e°t.ptaG�qa ra p.nr w ao a�,�4M Source of Sample:"9n O Depth: 3.0' Cate Sampled; 11/19/13 EC EI Client. Project. DEV(hunt l c,ya C'anals Grain Size Distribution Report , CI &"I C, } � Q ; M t 0 an d ,. ... ........m..�.. m .,.......-.,�....... .,..��� .., ... ..........��--..,.........._._w..... ,�wwr»wwwww. -. t 40 ...�.... ... �., .;, �., w....._. ..,.. m,.. ...... f ypppp r M1MN x ,q,,.,, ,,,x ,..,,,.,+ m b ,��,w x f LL) E r 60 LL .. ........, �... �.�..,... .. Ui f a. f 30 ...„ . i <. 1 C J i 20 f I m f J g I r 1 GRALN SIZE. rani. � .. %Grravel %Sanrd 1P6Flnes coarse Fine Coarse Medium Fine Silt Clay 0 0 .N1 G'W 3,1 6,l 12,+' a:�,4 201 ._ ._._..__. ........ ......... TE SRESULTSmaterial Poprlfatacwrl Openlng Percent Spec.* Pass Dark Grayish Brown sandy SILT Size Flner (Percent) (X=FMI) 1/a .w.. �r4 tilerl�r�r; l_(trtlt ( $1" "lj 100 0 1 t1E)N) I 3/8 100'0 PL= LL= pl= 44 1d1V A) wa 1 Nb w14.w3 � Classification ff>11 �12.1 IJ S(Ct 4 7'}= A;k§ t (M1 146)= "''.40 15.33 Coefficients rl60 13U I�SC= 0,51"33 C1SS t)23�13 CyS = dW.i:N4"ilk 0200 36.3 DIO= Cn: Ccam, (3 CY 85 irpGr 00 3 ewnar S dl i13mt;�a ururri. 33.3 IV 0220 nlnt, 49,0 4)I.0131 nwni, NO 110092 nini. 24.3 011053 min � 212 ( Nave Received., l2 30'14 Nate TeSCedn 1/g4I14 0,01032 nun, 193 13.1014 swawwi. 13.3 Tested By,, Clw3 Checked � Colo', C°liarr;a in, Title* StaffEngineer Source of Sample: 21')0 Depth: 4.0' Date Sampled. 12/19/14 , tI ; irvr ( ..w EC E I Client: Project- Mill(`.pnant Keys l°asrrrail ac � I� ► tq p r.... m1 .� Grain Size Distribution Report 00a 100 I r 1 13t�i �., ,. . � o ..� �. a a 80 l l 4 M o i 60 � � �" p � � � � . ., .. . ... _. I �� j 5� . _.. _..w „,_. ,.� .m .. 1 1.d i 30 f J I I f r � 1 �10 _1 d;q.9 a.t,Gt _ 0" 001 GRAiN SIZE ..� ren,✓� 3"" ... °ado Gravel a".�a Sand ;plan Fines" .._ Coarse Fine Coarse Medium Fine Silt Clay 0 0 _(M) (M) rt.d& 02 1,0 2:1.7 45.1 _.. ... ... .... __ _. ...__.._ G r rt StNLtS MfaWOM c r; Iptio" Opeolng Percent Spas*.. bees? I ight Gray ";H"T W/trace sand Size Finer (Percent) ( l all) l ..., .__ �. �,... F 1 I(l(l.d:R mm /„ 10(1.0:1 tier or l Ol"(14t (A a l PA),) 2/2 100,0 ILL= LLB Pl ,01'4 1 100,() #10 1 O(M) Classification 440 99.8 Coefficients 0 0295 rnni 8L9 Remarks 6l 0t,�d26 nmi, 75 4 i d4M51 a"w' 70.2 00072 aaaaraa.j 54,7 .........�. �........_....._�....�w�.................................wa... ...... ...... .. 0,0053"Im 42.9 plate Receive& l2/2("4/14 late Tested: d14/I4 0027 mile.j 6.8 Tested 4' { Checked S' t a,a"rY.y ("lags inG,F.l. Cpa¢r,N�s°clia4�ax4ia,rr d��w��a�,�m�uaa�a�0y Source of Sail 290 Depft 5.0° Date Sam le& 12/19/13 Sample Nu bq r )"�_. . .........._._.................. AEC E&I Clleu~"r Project D P Graaat Keys s C,aawis � c � awri �t �ww � Sediment Characterizafion bn two Monroe County Demonstration CanMs Report of Findings ameO AMEC Project Number 6783-13-2563 January 30,2014 APPENDix D LABORATORY CHEMICAL TEST RESULTS YI it �r 4 TestAmerica THE LEADER IN ENVIRONMENTAL ME TAL TESTING i ANALYTICAL REPORT /r TestAmerica Laboratories, Inc, I Y i TestArnerica Tampa 6712 Benjamin Road Smite 100 Tr , FL 3334 Tel: ( 1 ) -74 7 TestArncric ,Jcd N � 66 - 3314-1 Client Project/Site: DEP Groat S0769 For: Infrastructure, Inc. riirt�nri� rit «� , �trcct 4 p�lnar/r��/�rr Jlr i x Miami Lakes, Florida3 014 AttWendy C. BNctndra Authorized for release by: 1/71014 1:0 ."58 11 Nancy J lorkcrra Project �.i act Manager NN (31 3385-74; 7 riruc .rcbertscii c�tcstiiericinc.ccrii P"'he test results € accredited F parmnetens, exceptions are noted it)this lr r/,q 1 , rYr�t€aa, r �rsa�t r�ro�ra�r rail�04�,�'t�rr.t. �` r�+��t1tJ .k.CVa aa� cr�rrr�a�eat':� € /,! �� , approval ire re rFor questions at�rarso comae �Project'°t M rort, This report may not be rapioduced except in tull, 1/ �/ at the re-rara�ad address or telelaho laboratory, 1 t page,l, t td�r lea f �� This report e �tre�r'r ler;fre^rraCr�^a(f rrarrrg� r listed�wra thisManager � �^ w d�k'.� �p s ,p h e u 9 signed rt authofizeal by the signatory, Lla*r trenic signature is A �r tra �' . tar`rreterr€of�� elafaaarr<~s1Byr handwritten signature, intended t�he the legally binding lrr'a D f Results relate only to the items tested and the.sample(s)as received by the laafacma,tory. CfienL AMEC Environment& Infrastructure, 4nc:. Te tAmedc Jo �U°660-58 't4-1 � Prrajnt,l&to° D 'P Grant S0769 Table of Content's, Czar " . . . . . . . . . . . . . . . . .. . . M . . , , . Table of Contents . . . . . . . . , 2 Sample Summary . . . . . . . . . . . — , — — . . . . . . 3 Cass Narrative ,, . . . , . . . . . . x . . . . . . . . . . . . . . . . . . a . . . . . Definitions/Glossary µ . . . . . . . . e. . . . . . . . . . . . . . . _ Detection Summary , . . . . . . . . . . . . . . . . . . . . . . . . . . Client Sample Results . . . . . . , . , . . . . . . . . . . . . . . . , . . . . . . QC Sample Results . a . . , . . . . . . . . . — — . . . . . . 1 QC Association Summary . . . . . . . . . . . . . . . . . . . . . . . . 22 Lab Chronicle . . . - - - . . . . . . . . . . . . .. . . . z . . . x . .� , . . 2 27 Method Summary . . . . . . . . . . s . . . . . . . . a , . .� . m . �. . . . . . . . . . . . . . . Certification Summary . . . . . . �. �. . . . . . �. . . . . .� . . w2 Chain ofCustody . . . . . . . a � . . . . w 29 Receipt Che lists . . . . . . . . . . . . . 3 P 2 of G T tAn�1/ / Tampa� Sample Summary ClienL AMIEC Environment&Infrastructure, Inc. TestAnierica Job ICE: 60- 8314-1 Project/ It : D P Grant S0769 Lab Sample ID CHent xaWm&MD Matrix Colle eta d MtawceNoad -------- ------.,w.__--___ .ww __.w_ ... .......................... .......... ..... . _ ... .... ...... .... ......... SS�P-51�5„$1�� caaeaM �a5 ...,,� SrrNceat.. . . b:9�15k1;9 15 k94� 12'9:t(YN1�U :Sd& 550.58314 2 caP Wd 290 "e0W1 1 9'99113 1 ';20 1 /20113 W50 Page 3 of 30 117/2014 Case Narrative Client: AM EC Environment&Infrastructure, Inc,. TestArrkerica Job ICE:660- 63,t4-1 Prca(ec Site: DEP grant 0769 Job I w f - 1 - Laboratory:Te trrraric " 'am ,�rrattwe Job Narrative 660-58314-1 Comments No adrtrt0onal cornrnernts. Receipt The sarnples were received on 12P2012013 9:50 AM;the sarnpies ar6ved in good condition,properly preserved and,where required,on ice. The temperature of the cooler at receipt was 0,70 C. Cf 's s'erni VOA Method 6270C Lt_.The rnratrix spike C matrix spike duplicate(M S/M SI':))recoveries for batch 144780 were outside control lirnits.SarnpW rnatrix inlertereance is suspected The iabaaraatory control sample(LCS)recoveries were within acceptance iuni4s. No other aanWytuoaai or quality issues were rioted. GO semi V'Cr4 Method 6151A:The laboratory c,ontrot sample(I.CS)batch 144763 recovered outside control tirnits for the following analytes:dinoseb. 'This analyte was biased high in tfi)e LCwS was net detected in the assocmated samples;theref'ore,the data have beer)reported and Ragged with J3. Method 6151A:The matrix spike I matrix spike duplicate(MS/M SLu)recoveries and or, precision for batch 144763 were outside control limits.The laboratory controlsample(LCfa)recoveries were within acceptance lirnits. WWI I FL-PRO Both surrogate recove4es fom time following sample were outside rmntrol lirnits.Canal 290(660-58314-2). Evidence of matrix interference is present;therefore,re-extraction and re-arnWysis was not performed, The sampie Is flagged with A, No other analytical or quality issues were noted. Metals No am IyfucW or quality issues were rioted. TestAmerica Page 4 of 30 1/7/2014 Tampa C lient:AMEC Environment&(nErastwdura„ Inc, TestAmerica Job ID,660-5�6314-'1 Project/Site.DEP grant S0769 ua fler MIMS Sernt VOA Qualifier Qualifier Description dJ lncipoattes that the a^rmi;aauund was analyzed for. .et d .,, p lnaa re�aearted value us tvwten the laal�aoratr�r�r r .....,„.W. ..,...,.,..,.............,.,.,.... ..............„ ...,,,,.,.... tau�f seat detecturt p y nethod detection linnit and than laaboraiory prac�t�ucal quanfile on hind, J3 Estimated value;value may not be accurate, Spike recovery or RPO outside of criteria, L Off-stale high,Actual vaahre is known to be greater than the valuue given GsC Sorni VOA Qualifier Qualifier Description __,...,_ ..__. ...,. The reported value is between the daaboraatory method detection pampa., _. .....,a r ory a ._.qu __.ron 'f and the laboratory praefucab quanfltatporn limit J3 Estimated value,value may not be accurate. Spike recovery or RPD outside or criteria, it Estimated value value nnayp not be accurate. Surrogate recovery oulmde of criteria. C indicates that the compound was analyzed for but not detected, letals Qualifier thu ditler Description i N......... .. ... dndkatuns that'thus r n un rev .na _.,.,...._.._� ..,_,..,... rnh wmass aa.,. D �taalyzurd feu°bast p�wcnt apeter �d, I l'he reported value is between the ianboratory rnethodd detection krriR and the laboraUny peactical quaontdrojon limit, Glossal Abbreviation These commonly used abbreviations may or may not be present in this report _,... ._...._.,,.. _ ...... -----. _...... __„__,_,.................. ......_. ......._.... .... u Lusted kinder the`°CD"coduamn to designate that the result is recoiled ft p on a dry weiypihd basis `%RI percent Recovery Q'NF Contains no Free Liquid DER Duplicate error ratio(n rmarizesd absolute ditfeceunce) 04 F,ac Dilautdon Factor OL,,RA,RE 14 Indicates a Dilution,Reanalysis Re-extraction,or acdltlaaruM lanit&al rnetalstanion analysis of the sample CDLC Decision laved concentration MDA Minirnum edetectalArr actirO t EICDL Estimated Detection Llrnit MtDC Minimum detectable concentration MCL Method Detection Lurradt ML M rmMUm Level(Dioxin) NC Not Calculated ND Not detected at the reporting Ilaamit(or MDL,or ECt,.if shown) POL Practical Quantitabon k.iiro t QC, Oval ty Control RER Relative error ratto RL Reporting Urnit or Requested N mast(Randlo0emistrw( RPD Relative Perceant fDiffereru,,e,a measure of phe relafrve,dMerente between two points TEF Toxicity Equivalent Factor(E4oxinu TEO Toxmity Equivalent Quotient(C'ioxln) TestAnierica Tampa Page 5 of 30 1l7` C 14 Detection Summar,y Cdprtt:AMEC Srtvrrtzrlrrttlt&grdfrakrtaC@tarn, Inc. TaawdlTrutaa Job NNE: 60-58: 14-1 Project/Site.DEP Grant S0769 .. Chen S a l 1 Canal 2 ........... ... _. _ Sample ID: 6 -6 4.1 No Detections, Giant Sample 10� Canal b Sample l : 6 6 314 2 % j �.. _ _,_.............� . a ,,.� . td., ..,.... Anaat� uft Qualff"Wr P L MDL, Ndtwbd DR Fac 0 e esd Prop Type tt Pyr'asp'w fti4d� I 2a� ................. ....... �d �1�� wxw /H�� 1 +������"l.�F Trata f dtVa`^a a TOW Petroleum Hydrocwbon s 440 120 60 mg11Kg 1 FL-PRO TotWINA tC'dt-wrap Aesenuc 8.2 62 2.8 mgWq t rr dd'dOP TotaalffiiA Paa¢ium 8.1 1 12 2.O moiKg T 6010B TratalffitA Cadrrrow um i 2A I 6.2 11 mg/ft 1 60,108 Taatal4NA Cdrorrrgdum 15 12 2,' rrtqlKg 1 Q 60108 Ta'xWNA Copper 540 25 62 rng/K9 1 ,.d, 010D TastWNA Lead 9.5 62 1,9 u'magT1Kq 9 '''s 6010B TutaalltgA Arrsaarvir. 0.0051 1 0,010 0,0040 ar9l t6010B SPLPfast Copper 0.010 0,010 0 0029 rrrg(L 1 60108 PLC Past T s Cartaactw n,S urnawary dcros not incWdaw raadatrchernical test resultnu.. TestAmerica Tampa Page 6 of 30 1/7/ 14 Client Sample Results CWnt� AMEC Environment&Infrastructure, inc. TestArnerica Job ID,660-58314-1 Proiect/Site; DEP Great S076 Client Sample ID: Canal 266 _.. ...,,.. _... . __._ Lab Sample 0: 0-6 31 - Date Cta3iiecteal. 1211 113 16.00 Matrix. SOiist Date Received., 12t2011 tt . tt ... .. . ... Method:S '1 -Metals(PCP))-SPLP East, 10 P n,j osn 0 ..,it D Prepared Analyzed oil yaa y% An.g t ..., .,.,.,., 0 0040 Qualifier 0- � �.00 0 �MDL �/� 17 2,6/1�3 10�30'' _ _ 13't 1 Onpayeau 0.00239 U 0.010 0.0020 miglL lV26M 1010 12/3111312:31 1 Lead 0.0020 U 0 O1 t1 0 0020 rrtgl L 12,)26113 1010 12131113 17m 31 1 CPtertt Sample ID: Canal 290 Lab Santple ID 6 f1.6 314. Clete Collected: 12C1 t1313t 20 Matrix: Sadist Date Received: 12120113 W 0 Percent Soiirte:8.3 Motklod-8270C.LL-Ser1t'ivolatile Organic Compounds by GCMS-Low Levels Anatyte rtusupt Qualifier POLL M1r1L Unit t1 Prepared Analyzed Oil Aa A ... �......_.... .._....... _........ 4, _ . -,, ....... ...... . .... �_- -8._ ... ........_. � na�,httleme a9 24 � ..... °l.2 a.2a an3a1�°11 -F:� 121�11'�'�.3 13�8� 121.7741 t4 16 .. 1 Acenapalbth'ylene 0,060 11 0.48 0,060 rnW,Kg 12f26M 13148 12/27113 14:16 14 Anthraceno 0,050 U 0,10 0.050 nn6tKg 12/26/131143 1212"711314'.18 1 Benzrni;aptanthaedeane 0 047 U 0.095 0.047 nngl3C:g 12126113'13:483 12127113 14.189 B Renzaaiai0yrene 0.062 U 0.12 0.062 mg1r(g 4 12126113'13:48 12/27113 14:16 1 Benzotb luorinthene 0.073 U 0.15 0.073 mg 6 12726113'114e 12f2 7113'14:16 1 Bea zoig,h,oeryleene 0.053 U 0.24 0.053 mgKg 12/26113 11.483 1212'7/13'14:18 1 Benzrlt1pta.ururanlhene 0.043 U 0,095 O3043 mg/Kg 12/261131148 1212711314 t8 1 C:hrisene 0054 U 0 11 0.0 4 mgft 12126/131146 12127113 14:18 1 &7lheanz(a.h)an1hranene O.049 U 0.24 0.040 ungl6g 12/26/1313:46 12/27113'14:18 1 Opuorantheenea 0.046 U 0,24 0.046 rng/K 12/26113114e 12127/131416 1 6u orene 0.049 U 024 0.040 mioKg 0 138'126113'13,48 1212 7M 3 1418 1 1 1ndcwno[1,2,3• d ymne 0.065 1.1 0.24 0.066 rngfi(ay 12:126113 t3:48 12127113,14:18 t I-Meathyi naphthalenae 0.053 U 0.46 0.053 mg/Kg 12126113 13:46 12127113 1418 1 2,Mdethytr pahthalerne 0.065 U 0.46 0.085 mg/Kg 12126l1313:A8 12/271131418 1 Napahttutiene M053 U 0.46 0.053 i'r 16p'3 a 12/261131148 1° 2'7113 14.'18 1 [ Phenanthrene 0,047 U 0.005 0.047 ang Vg p 12126/13 13:4e 12127113 14:16 1 Py"refte CdMS t 0.2.4 0.044 nug9' 12/2611313A6 12/2711314:18 1 Surrogate %Re covear'y Qualifier Limits Prepared Analyzed Dif Faae Q-7'erglheakyrl..._........_..._..____ -.,_,.._._......._....._.._e _..._., 30....,1 a"d...... .'--'._..... .. ._-- ..._._. ..... _.. ...............,....,_........._..... _,_......_ 1212'6f 1' 13 4e 12V2 711,3 14 16 1 etttrwst:8081 ,.C1r er'►cachlorine Peetic'irtee(GC) t Anaryte Result Qualifier PQL M DL Unit; Q Prepared Analyzed DO 0 ac .,. _.....� .._ _...... 020 .,,..... 0 00 4 nWtKg a. . � 121d31 tl3 06 4 .,. 01103114 12 4_., .. •17aga7 6.0054 U.. .�.4 . .� 4,4'-DDE 0.0042 U, 0 020 0,0042 rng 1Kq 1212 113 0646 01103114 12:44 4,4'.Ur31' 0,0054 U 0 020 0.0054 angft 12/23€13 08 AG 01/03114 12'A4 1 Man 0.0054 U 0.020 00054 mgft 12d2303 06:46 01d03P14 12:44 1 alpha-6ttC; 0.0046 U 0.020 0,0046 a gft 12123113 0846 01103114 12A4 1 he'tua-0HC 0.0072 U 0 020 0.0072 rngl&t'g V 12/23/13 03:46 01103114'12A4 1 Cr*Drdsne(technical) 0.036 U 0.20 0.036 mg/Kg 1 2/2 311 3 06:46 01/03114 12 44 1 delta-SSk 0.0072 td 0.020 0 0072 mg/Kg 12/2311306:46 01/03/14'12A4 1 Uueldn n 0.0054 U 0.020 0.0054 rrrg g 1 V23113 GBA6' 01/03114 12°:44 1 EndcasuGfaan 8 0,0054 U 0.020 0.0054 mnglyg 1212:31'1',3 06:46 01103114'12A4 1 5ndwwu3faao'n H 0.0076 U 0,020 0.0076 12l'733113 08A6 0119i3114'12:44 1 Endnsulfan su fate 00064 U 0.020 00084 inqtKg 12123/13 0&46 01/03114 12:44 1 5;n&n 0,0084 U 0.020 0.0064 rngiKg 12123113 0e'.46 01/03114 12A4 1 g7:ndrpn allateehyde 0.006D U 0.020 00060 niglKg 12 23113 08 A6 12127113 $710 1 Endhn yeWne 0.0060 U 0.020 00060 mWK9 '121231'13 0e:46 01103114 12:44 1 garnn'na-BHC(Lindannen) 0.0060 U 0.020 0,0060 mg1Kg 1g>123113Oe'.46 0110311412A4 1 Te5tArnerica"Tampa Page e 7 of 30 1/7/ 0'14 Client Sample pl ' Results Client;AMEC Environment&Infrastructure, Inc. 'TestArllerNca Job ID:660-66314-1 Prtlject/Slte: DEP Grant S0766 iient Sample ( . Canal 290 _ ,Lab Sample 660-68314-2 Y83 Bate ollectetl IV19113 3: 0 Matrix;Solid Date ecoi Hite 1' / 0113 09: 0 Percent Srtlidw 0.3 tbod:8081A„,OrganoOlorine t aaticltte" (GC)(Continued) Analyte Result Qualll r POL 6MDL Unit Q prepared Ana red DO Fee Heplacfftr .... _,.,.,.,.,......_�.. 00076 tt..... ...,, 0,020 .�,.... U 0016 m iK �a 1212111" 01103114 .a.... �. 1 < 0 3 08:44'1 O 1103114 l� l4 1 Heptrachlos,epoxide 00054 U 0,020 0,0054 nvjt4g 12123/13 06:46 01103/14 12:44 1 metlxlxy&OBcr 0 012 U 0,20 0,012 r glKg 12124/13 08:46 01103/°14 '12°A4 l Toxaptaerne 035 U 2,0 0,35 pmq/Kg W23113 08'A6 01103114 12:44 1El surrogate %Recovery Qualifier Limits Prepared Analyzed oil Fac TYCtt T recacl0/rorc5aplrerryl . . 14 ._._ ...... ..,. _30. ..... _ .... _n. _ p _ 50 12/23113 Oa,46 121,7113 17.'30 1 7atract fom-na,.xylene 120 30,150 12123113 08:46 1,112,7113 17 30 1 l atllod-0011 -Polychlorinated l 4ttl'lertyls(PC Bsi by Gas Chromatography Analy'te Result Quaulitlor POL MOL Unit 0 prepared Analyzed Ull Fac 0 14 tY .,_..,.,_ _."14" 0 kttg 01102114 15./16 1 PCB-1221 0,087 U 1.0 0,087 mgJKg 0 12/23113 08,47 01102114'1516 1 PCB-t232 0'12 U 0.78 012 rngtKg 12/23113A13;47 0110211415,25 1 PCB-1242 0.16 U 0,'70 0.16 raa Fg 12/23113 08A7 0110204'M266 1 PCB.1248 0,12 U 0 711 0,12 mg/Kg 12123113 08:47 OV02114 15:26 1 pCg.1254 0,'12 U 0,79 0.12 cemg,(Kg 1 12311308,4'7 01102Y1415:26 1 PCB-1260 0 067 U 0.70 0,067' mwg114g 12123/13 0&47 01102114 1516 1 Surrogate %Recovery Qu'atlller' Limits Prepared ,Analyzed Dil Fac 7 atr'aactxloro-ra.x terra 68 ...... _ 30 w 1150,.. 1212„7,113 Olt.4._ y l' 0110114 15 26 1 OCP Qec'actvluro5iplaenyl 75 30.'1 50 12123113 0847 0 M02114 15.26 1 Mot hod:8151A-Herbicides(GC) j Anatyte Result Qualifier POL NlDL UnR D prepared AnWy'xed DO Fac 2,4,4•'. .,........ . .......,... ............ ........ ... "" -......0 12 l,l,,. .._ aY 61 .,.,.. ...0'22 mngd lt... ... �a" 1212`7111 11:2 12,51113 10 06.. .... . 2,4.D 0,019 U 0,10 0,019 rwiq/Kg 12/2"7/1311:23 1213111311):06 t 2+0B OW8 U 0.10 0,078 mg1Kq rr 12127/13 t',23 12/'31113 10,06 1 DMapan 0,28 U 24 0.28 rng/Kg rs 12/27/1311t23 120/3111310:06 1 Mcarnba 0,15 U 0.61 0.15 mg/Kg wr 121274"131$23 12/31/13'M06 1 C1achtorprop 0.30 U 1.2 0.30 mglA,g 1212711311',23 1213111310.06 1 Mnoseta 010 J3 U 0.36 010 rnq/Kg 12/27113 11:23 12131113 117:06 1 MCPA 6.0 U 24 8.0 mg $2127113 W23 1/G31113 1 06 1 mcpfa 4.4 U 24 46 rnqft 12127/13 11.23 12131113 M06 l pemdacNorophenO 0,061 U 0,21 0061 mQ/Kg 12127113 l t:23 12131113 10:06 1 Ndarsrm 0,015 U 0,040 0,015 m9ft 12.12711C.t'11:23 12,13111310:06 1 SiWox(2,4,,"3..TP) 0,12 U 0,61 0 12 o"rg/6g 112127/1311:23 1V3111310:06 1 Surrogate %Recovery Qualifier Lends Prepared ,Analyzed t711 Fac 2 4 58 1 121 '/t3 M-2 Caa 1a/cratpl'mearoyYacetmc acid , ,.,..... .,X...135'._. 27 _3 10 06 1 ._ ,... ., .... 111..3 131't Method:N.-PR ,Florida.Petrolettrll Range Organics c (GC) Analyte Result Qualifier PQL lhMD Unit D Prepared Analyzed DO Fac natal Petrol ur f drrtcarbon ............... _ _.............. s 1 �1 �atb mrgRtClg.. .. ;i 12123113 08 42 112123i.., ... ......�..,_ re31732 1 IwR Surrogate %Rec every Qualifier kirndys Propawaed .Analyzed DO Fac 7 1 ,,13162G1342 1212.T"1317.32 A eT-C,79 l58 0 5'1.153 1212,3113 08.42 12 23113 17:32' 1 "l"estA€vlerica Tarnpa3 Page 8 Of 30 1/7/2014 Client Sample Results Client AMEC Environment S Infrastructure, Inc, 1"aatA.merl 'a 3aah 01 660-5 314-1 Proiect/Sfte; DE'P Grant S076 Client Sample ID: Canal 290 Lab Sample ID: - 1 -2 Date Coflected., 12t'1 M 3 1120 Matrix.Solid Date Roceived 12120113 W60 Percent Solids:8,3 tho&6010B-Motals(ICP) Alnalyte Result Qualifier POL M DL Unit 0 Prepared A natyzed DO Fat ... ......,.,, .— ............-... „ ..,., .. Arsenic 2 2 nvj/Kg 1�1A"26 l 3 dg a� , W 12 2611�3��13 2 � ...... ....1 Barlurm5 8111 1 12 2'.0 nag;/Fg 12/26/'13 W26 1212603 13:20 1 Cadmium 2A 1 62 11 nigdKg l'MW13 MY26 12 26/1 3 1320 1 hronilunl 16 12 2.1 mg/Kg 12126/13 gg 26 12126/13 13::20 1 capper 640 25 6.2 mg/Kg 12126113 M26 12/26113 1120 1 Leapt 9.6 6.2 1.9 nmgjXg 12/2k"sR'1311g°,'23 12/26113 1320 1 getenkaan 4_6 Ll 12 4.3 mgfKg 12/26113lD?l;23 12/2611313;20 1 dyer 2.3 U 12 23 mg/Kg 12J2603 09::26 12/2'6113 13,20 1 Method., 010 M otals(at3P)-SPLP East Analyte Recruit Qualifier POL MOL Unit D prepared Analyzed 00Fat Amenic ,,,.,,....., 4.0 4M1 M.,,,.... 0010 ..,. .d 00,40 ar1., w,113 M10 12131113 � .,... :oppar 18.g"l0 0,0029 ravllA 12126113 M30 121311133 12t34 l L., Lead 0(3020 U 0,010 0,0020 "won., 1 2,12611 3 1010 1213111312:34 1 Method:7471,E-Mercury(CV AA) Aknalyte Result lgualltler POL M DL Unit, 0 Prepared Analyzed DH Fam1 Mkemraary ...._._ ---0-,14-- Ll— _--- .............. ,-0--34 ., --- .. 0.14 axagiKg _12/2Crdg3 1411',g... 42C2fi/131Z39 . . 3"aatArllariira Tampa Page 9 of 30 1/7/ 01 QC Sample Results bent:AMEC Environment&infrastructure, Inc. Test rnerica Job ICY° 660-8314.1 Project/Site: DEP grant S0769 Method: 7 C - Sernivolafilo Organic ., tttt3l3aw3t31a by GCMS - Low Levels Lab Sample ID.-SIB 660-1447 I-A Client Sample Its.Motbed Blank Matrix-Solid Prep Type.TotalINA l Analysis Batch:144780 Prop Batch:144732 .„ Ma Ma raw � e� it Qualifier iur aOL M3L Unit 3 Prepared Analyzed .. Oil.yac. p ... .�_ ... , cenaptrftne 0.020 U 0,10 O.Cd20 rruglKg 121261'1313,17 12 71131113 1 Acenaphlhylenroe 0.0050 U 0.040 0.0050 rg/Kg 12126/131117 12/27/13 11,33 1 Anthracene 0.0042 U 0.0064 0.0042 mg/Kg 12/2611313:17 1212711311.33 1 6erazc�falanthracena 0.0039 U 0.0060 00039 ra 1Kg 12/26113 13:17 121271'1311;33 1 N3enzafalpyrene 0.0052 U 0,010 0.0052 mg/Kg 12R26113 13:17 12127113 1 t:33 1 nzoIbifluot'a nffiene 0.0061 U ON 012 0 00 1 oPBgtKi; 121263113 13:17 12827113 11f33 1 Benzelgg h„ulperylen'ne 0.0044 U 0 020 0,0044 rnglKg 12126//3 13;'M7 12/27113 1113 1 BenzolklWoranthene 0 0036 Ui 0.0080 00036 mq/Kg 12/26113 13:17 12/27113 11�33 1 l.;hg%ene 0,0045 U 0,0000 00045 rngglK;g 12/2611313:17 121271131133 1 Dibenrgru,hgannt.rvacene 0,0041 U 0020 410041 angXg 12/261111117 1227/13 It 33 1 kdaraaranthene 0,0040 U 0.020 0,004(1 rr'ng1Kg 1212611313�17 1" 27/4311.33 1 Raararenne 0,0041 U 0,020 00041 nv;1Kg 12126/131117 1212111.9'M33 1 1 1ndean '`1,2, cdfpyrerne 0,0071 U 0.020 0,0071 mq/ gg 12126113 11 1'7 12127113 11:33 1 1 I-Metlhydnnaphtlnalenem 0,0044 U 0,040 0.0044mg/Kg 12/2!611131117 12/27/1 11:33 1 2-Methyfnaphthaiene 0.007'1 U 0.040 0,0071 nnglKg 12/26/13 11't'7 12/27113 1113 1 Naphthalene 00044 U 0,040 0.0044 Kg 12/26/13 1117 1'2f2711 M33 1 phenarnthr'erne 0,0030 U 0.0080 0.0039 mg/Kg 121/26M313:17 12/2711311'.33 1 pyrene 0.0037 U 0.020 0,0037 mg/Kg 12f2611313:17 12127M M33 1 MB M Surrogate %Recovery Qualifier Limits Prepared Analyzed oil Foe o-"retp/uenyl..,.. e.. , ..0 7 _ .....,...,1 m.m 1212603- 13/'7 1?s"�/ylt 3 1133 1 j.tab Sample III:LCS 66044473212-AClient Sample ID Lab Control Sample Matrix.Solid Prep Type.TotallINA Analysis Batch:144780 PrepBatch-14,4732 Spike LCS LCS %Rec. Analyte Added Result Qualifier undt t1 %Rec Limits ;c'eaeaphthene _ __.__ . _ --- _.._............. 0.6.5 0..417._ _.nngg_lS...gg.. 64_. _....30 1 _30_... , .._._---- _.------ _,---- . m. . /lcenraphllnrlene 0.657 0.433 mpgglKg 66 38.130 Anthalcenne 0,657 0,436 mg/Kg 66 37.,'130 Benzola rukbvr'acevrte 0,657 0,525 mq/Kg'g 80 40.130 Benzo(alpywe 0,657 0,460 mg/Kg TO 49_130 Sornzofdlhuoranthene 0,657 0,507 nigtKg 77 30..'130 B0nzgg'h'df n lcrr�w 0.657 0,460 nalg/Kg 73 32-130 Benzol'kf Woranthene 0,657 0,300 mgtKg 59 32 µ,130 C hrysene 0.657 0,508 mg/Kg 7.7 41.130 Mbenz'fa,hfanWhrace.ne 0,657 0,401 Mgxg 75 27.'130 Fluoranllnerve 0657 0.467 rrngtKgg 71 40-1130 OYeuaasenne 0,657 0.438 ravglKg 67 40.130 lndenoJ1,2,3,.cdpgvyrene 0,657 0.475 mg/Kg 72 30,130 I•Methylnaphtha4 ene 0,657 0.422 an g/Kg 64 31.'130 2,MethylrnaphlhWerte 0,657 0.417 avrgg/Kg 64 33. 130 Naphthalene 0,657 0,413 nngft 63 36.130 Phenanthrene 0,657 0,450 mgli<g 69 42.,130 rryrene 0,657 0 522 n'rowg/Kgg 79 44.,130 Te6tArnerica Tampa C Sample ReSLAS Client,AMEC Environment&infrastructure, Inc. TestAtrinerica3 Job 1U 660- 8314-1 Project/Site, IMP Grant S0769 Method: 27 C LL - Swiflvolafife Organic Cr3ltl to Erns by GCMS , Low Levels (Continued) L,ab Sample W.L 8 660-144732/2-A Client Sample ID.Lab Control Sample Matrix:Solid Prep Type:T talf' Ak Analysis Batch, 144780 Prep IBatch:14473 LCS LQS i Surrogate eiRecovery Qualifier Limits ......�, ,.,.. aar _ . . ... ...... ... ..... _w... Terphen yl 12 ;3rJ.12p Lab Sample 117:6611.6884644- Client Sample 10,Matrix Spike, Matrix:Slid Prop Type:'TotaUNA AnalysisBatch:1447'80 Prep Batch; 14478 Sample Sample Spike MS MS %Rec, Anatyre Result Qualifier Added Result Oualffier gait D ""r`Rec Liana ."",'15k9 ........... ... _�.:�5 .. .. 3 U aangdd"g � , 13(t Acenaphtluyiezmn 00059 1 0693 0 432 mgdKg 61 38.139 Anfiracene 6.50 J3 0693 1,34 rrigeKg 121 31.136 Benzoja(antivatene 6.86 J3 0.693 2,21 J3 n,lglKg 1935 40.130 i E nzela royrene 0,53 .13 06933 1,59 J3 rasg1Kg 152 49.130 Berrnzaa(bin ucrranlhene 6'78 J3 0 693 2.13 J3 mglKg 194 37. 130 Benzo(gAJIperylene 031 6.693 1.0'7 mg/Kg 116 32-136 Benzo[k(t&aacmantkmene 6.25 9.693 0.369 mragiKg 103 32 W 136 unry,sene 6 83 J3 3.693 2.11 J3 mg/Kg 185 41..,136 Dihernz(a,h)anthracene 6.693 6 693 6.642 mg,/Kg 79 27 136 Zaaraann& mue 2�.2 J3 6.693 3,47 J3 1. rmg6d'g 18'2 40-130 azmene 3.28 9.693 0869 rngfKg 85 40-130 Pplde na(1,2.3-cdjpyrene 3.30 0,693 1.09 mg/Kg 113 30 130 Wethyksaph8nalene 03.t023 1 9,693 0 414 mq,1Kg 56 31.1'36 2..MlethylrrsaphthWene 6,932 1 03.693 0,437 eng/K9 0 58 33..130 I Naphthalene 0,019 1 6,693 0,395 rnglKg c 64 361 130 plleananthrerne 2,2 J3 0693 3,10 J3 ¢m gKg � �13"7 42w130 pyrerde 1.9 J:4 0693 3.48 J3 L, rrngNlC,g 221 44.,130 MS MS 1 Surrogate %Recovery Qualifier Limits o-yerphenyl 65' 30 w,1,30 Lab Sample lit„660-58346-A-i-C llt1S11 Client Samplo 11); Matrix Spike Duplicate Matrix.Solid Prep Type,Total/ILIA Analysis Batch.144780 Prep SatcW 14473 Sample Sample Spike MMSl3 MrSl3 %F ec. RPO Analyte Result Qualifier Added Result Quzallflar Unit, Q "l Rec Limits RPl3 Unut r Acare14p1rotheaeme ..........................., mw....................... ..... . . .......,. .. ....521 6.693 0,808 .��lKe: .�... ;�� .w... ._ _..._ _ .�.... _.�en.� rn 86 39.136 6 rb 0 4 Acenaphthylene 6.9959 1 0,693 0 454 rn g 65 38. 136 5 40 AMhmrm:emne 8,59, J3 0,693 1,53 J3 mg/Kg 149 37.130 13 40 Bernzua(aalantha' ee ne 6.66 J3 6.693 2,118 J3 niWKg 191 46.136 1 46 Benzatalpyreane 9.53 J3 03.693 1,49 J3 mg1Kg 138 49.130 2' 40 Benzalbliruwanthene 618 J3 6,693 1,65 93 rngl'Kii 154 33.'130 14 46 nzru(9,h,i( myleane 0,31 9,693 6.979 rng/Kg 9'7 32.1130 9 43 Benzoa kjfluoran6leene 6.25 6.69:3 0,983 nig/Kg 165 32,130 1 40 G ho,ysene 6 83 J3 0,693 2 16 J3 mq/Kg3 191 41 . 130 2 40 ilaenz(a,h)anthrac e ne 0093 3 0 693 0,613 mq/Kg 75 2"7'ry 136 5 40 FluoTan1hene 2.2 J3 0,6933 3 t9 J3 mgMg 141 40.130 8 46 Rurarerse 0,28 6.693 0925 mq1Kg 0 93 40.1130 6 40 1nuten ,1,2,3-cet(f+yaene 0,36 0,693 1.61 rnugrfK3 t02 36..130 y 46 1-Methylmnapinkhelene 6.623 1 0,693 0,456 mg/K9 62 31.130 'W 40 TestArraerica Tampa Fags 11 of 30 1/ /201 QC Sample Results Client A EC Environment&Infrastructure, Inc. TestAmenca Job IU 660-58314-1 ProjecU&te DEP Grant S0769 ... . ... .. .. . ..... _,, .. Method: 8270C L - Semi l the Organic Compounds by GC MS - Low Levels (Continued) Lab Samiplo ID.-,660-68346�,A-I-C 1 1 Cliorlt Sample ID*Matrix Splits Duplicate Matrix,Solid Prop"Typo:°TrrtaII A Analysis 16atchr 144780 Prop Batch: 144732 "V , Sample Sample Spike aMISU MSQ °"1,wRec, RPQ Anafyte Result Qualifier Added Result. Qualifier, Unit D %Roe Lknit:a RP01 Linlit w 0,4/� ...,,...,..,.....,........ mgiKg ..a..a,,... .... .. .....wa..a...LL ... ....4 :?Ut1e111 panaapror4lta °" 64 4 j Nap;rdtRnalerne 0,019 1 0.693 0 421 a1 g1Kgp 58 36..130 7 40 PheMnanthrertne 22 ,13 0.09:3 3,13 ,J3 mg,Xg 140 42_130 1 40 Pyrrene 1,9 J3 0.693 3.20 J3 mgtKng n 181 44.130 6 40 A/3'SV iMfSQ a Surrogates %Recovery Qualifier Limits x.7amm7rlresmyl .. ........ . ...... .... 71 30 130 Mothodr MIA -Organochlorine estlp 1d (G . .. ..... .... .. .... ......... ..... .. . .......... ............ Lab Sample 0. MB 660,14469711-A Client Sa1'11ple t f1 Method Blank Matrix:Solid Prop Type:TcltaVNA Analysis Batch. 144816 Prep Batch: 144597 fyfe me Anal to ReauUf Qualifier PQL MOL Unit D Prepared Analyzed pail Pac _.__. _...... ....._.,,.w _ _.,.....__,_, _. ,_......_ ._........ . ....... _ __....._.. . .. --------- - . . _ 4,4'-DDO 0.00044 U 0,0017 000044 rng/Kg 12123113 03:46 12127113 16:10 1 4,4'-QQE OM034 U 0.0017 000034 mg/Kg 12J2311308A6 12/27/1316,10 1 4„4'.0U'g 0,00044 U O.OtM'1'7 0.00044 mgiKg 12f23113 06:40 12/27183 16:'10 1 A rin 000044 0 0,0017 0,00044 mg/Kg 12123/13 06 46 1227113 16:10 1 aipha-BHC 0,00037 U 0,0017 0,00037 rngtKg 12/23/13 08A13 12/27/13*10 1 beta-aflC 0,00059 U 0,0017 0,00059 rrrgiKg 12/23/13 06.46 1V217"113 16:'10 1 43Wordane(technical) 0.0030 U 0.017 00030 rnV/K,g 12/2W13 083 46 12127113 16 10 1 delta-BlI; 0,00059 U 00017 ODM069 ntgft 12/2311�3 08A6 12/27113 1610 1 Me do 0.00044 U 00017 000044 g/Kq 12/23113 08A6 120 27113 1&10 1 ErrefoWf'an U 0,00044 U 0 0017 0,00044 az WKg 12123/'t3 0&46 12127113 16:10 1 mwria-acuilan H 0.00064 U 0.0017 OM064 mg/Kg 12123113 W46 1 12711U3 1610 1 Endrarsuifaan sulfate 0.00069 U 0.0017 0.G0069 nig/Kq 12/23113 0&46 12127/13'16A0 1 Eaadrsan 0.00069 U 0,0017 0,00069 nkq/Kg 12123113 0846 12127/13 16,10 1 Endbn aldelmyde 0,00049 U O 0017 0,00049 mg1K,g 12F23113 08A6 11r127113 16:10 1 Endrin ketone 0,00049 U 0.0,01 fi 0,00049 rrrj1Kg 12123113 0846 12127/13 16:10 1 garruarna-6 U(Undaine) 0.00049 U 00017 0,00049 rn�glKg 12/2:3113 HAS 12 2'7113 16:10 1 Hep faac'ftr 0,00062 U 00017 0 00062 nn 'a '12/23/13 06:46 $21,27113 1610 1 HepWchlof epoxWe 0,00044 U 0.0017 0.00044 rjjft 121231 t30&46 12127/1316;'10 1 gMpelGroar'ym'turca' 0,00098 U 0.017 0,00098 mg/Kg 12/2"3fi'1308:46 12J27/1316e10 1 Toxaphene 0.029 U 0,17 0,029 rwrglulg 12/2311306;46 12/2"/1'1316:'10 1 nee me Surrogate %Recovery Qualifier Limits Prepared Analysed Dit Fac ._........, .. �....- . 0 y _..15ta r2/231t3Oa.46 82)2'i?i3 16.'PO t Tetrachlbro-rn-xy@ene 88 .3O.75Ci 1212,3113 08:46 12/27/13 16.10 1 -lab Sample 0 LC6i 660-14466712-A Cliorlt Sample ID,.Lab Control Sample Matrix:Stolid Prop"Type,Total/NA Analysis batch° 144618 Prop Batctu 144697" StAko t.Us LQ S 1aiRec, Arpalyte Added Result Qualifier Unit t7 %Roe Limits a`,' - .af..... ...... ........ ...... ....603 ... .. 1 0,0349 rnglKg 106 . ...02.13.7.... 4.4`.,DDE: 00329 0,0352 aniglK9 107 54 132 TestAmedca Tampa Page 12 of 30 117/2014 QC Sample Results Client.AMEC Environment& Infrastructure, Inc. Te 9Arnerice Job ICE. 5O.58314-1 Project/'Site: DEP Grant S076 Method: 8081A -Organochlorine Pesticides (GC) (Continued) Lab Sample ID LCS 0-144 tt7 -A Client Sample its:tab Control Sample Matrix-SoRd prep Typew Total/NA Analysis Batrft 144818 PrepBatch: 144 7 Spike WS LCS 2 R'arc, Analyto Added Result Qualifier Unlit CD %Roe L knits 4,4`-DC,T 0,032O 00356 mgn"'g 106 54.131 Agd6n 00329 0.0345 n Kg 105 54.130 aMpV -SHC 0.0329 0.0385 mgtKg W 50 130 beta,-BBC 0.0329 00296 mpugKg 90 48_130 delta-13f1C 00329 0.0330 mglKg 100 33_1:30 Dieldrin 0.0320 0.0358 rmwgtKg 105 50.,130 Endaasauffan V 0.0320 O,0326 mnUlKg 50 47. 130, Endosulfan H 0.0320 0.0347 m9fKg IG5 46.130 Endosuubn eauNfate 0,O329 0.0343 rrrm °Kg 104 30,130 Endrr n 0,0320 0 0357 mg/Kg 109 52.131 Eri Mdehyde 0.D329 01,0340 mglKg 103 40-130 Endmtn lketuane 0,0309 0,0346 c'mugCKg 1Os 50..144 gamrrua--BHC(Undane) 0,0320 O.CD:'36 mngfKg 102' 47.'130 i Heptactftr 0,0329 O0349 mglKg 100 56..'130 Heptaclmiarr epoxWe O.O329 0.O345 mglKg 105 60.130 lvlet0bcaaa`i'cfmlererr O.O329 0.0358 mg/Kg 1,09 50.146 j LCS LCS Surrogate %Recovery Qualifier Limits b O0em mCimdr'rrmi>m Paert......_,_,_....._----- . p y A Tefra+AObsoa m-r7'iene 93 30..1540 L,ab Sample Its'; 60-58314 MS Client Sarni ID.Canal 290 Matrix,Solid prep'Type:Total/NA Analysis Batch: 14,4818 Prop Batch: 144597 Sample Sample Spike MS MSS %Roe, 1 Analyse Result Qualifier Added Result Qua0fuer Unit Q %Rec Unnts nS2acv aVded de ............. .. .......... .O.00bO U 0 3g8 0_ _ ........ .,.. .-._.... ...................._ v...,..._, F 2 368 nm iK g2 g g 40_130 MS MS Surrogate %recovery Qualifier Limits L1t� hem;edQr;@'kPG7d"4"Ad1kiAP'1FbFM,y✓f 112 ...,.3�.l5fl„V re4raac't'lbra-m-myiene 124 30, 'ISO Lab Sample ID-660-58314.2 MSS Client Sarnple 0,, vassal 290 Matrix:Solid prep Type^w Totall IA. Analysis Batch:144929 prep Satch,44459 Sample Sample Spike NIS MS %Rec. Anal±'te Result Qualifier Added Result Qualifier Unit D %Roe Limits C1..000-0'3. 1J 4 ....,,...,.. 0308 ---0 _..........., rnglKg .,..� 102 ......... . _ 4,4"-CC0Q7 088 �2_._137 4,4"-DDE 0.0042 U 0.398 0.408 nig/Kg 102 54.132 4,4"-DDT 0.0054 U 0308 O.39'1 mg/Kg 98 54_137 MdOn 0,0054 0 0,398 0.383 ruagOKg 916 54_130 I alptra-na37;' 0.0046 1,1 0.398 0.342 rngtKg w 86 50..130 beta-BHC 0,0072 U 0.398 O.295 rngtK9 74 48,'l3O delta-BHC 0,8.0072 U 0.3918 0.258 rnglKg 65 33,130 DMtrBdm'n 0,0054, 1.l O.398 0.303 n OKg gO 5O,.130 Endosauifan p 0.0054 U 0.398 0.345 rnglK:g 87 47.130 Endos uill'an H 0.0078 U 0398 0.350 MWKg 60 Ora.130 Endosuufan w0ate 0.0084 U 0398 0,286 mmmg)Kg 72 30.130 TestA,rnerlc6 Tamp Page 13 of 30 1/7/20''G A OC Sample Results Client,AMEC Environment&InfrastrUcttire, Inc, TestArnerlca Job ID: 660-58314-1 Project/Site: DEP Grant S0769 Method, 8081A -OrganocWorine Pesticidos (G (Conti uod) Lab Sample ICi„680-88 14w S Client.Sample V Canal 290 Matrix:Solid prep Typo;Total/fit Analysis Match.1144929 prep atch:144697 Sample Saanple Spike MS MS %Rruc. Araafyte Result Qualifier Added Result Qualifier Urait rD `�NnRec Limits i;. . .............. �ass�. _. ...... .. j �'� �°i a a ....... �..�a.cais4 to _.. ._....._ . g.rs93 .... _ .. ... ....... . .�..., ....... ...... .. .....� 99 31 Emd"n kelone 00060 60i U 9 399 0,380 rnq/Kg 95 50.144 gamma-StOC(bndane) 0,0060 U 9.399 0 321 ru"¢giKg 8'1 47.130 Heptachlor 00076 76 U 9.393 0357 ruagJKQ 90 56. 130 Heptan:ftr epo*dea 00054 U 0,399 0,360 dangll(g 99 60. 130 3 MethoxytNor 0.0'19 U 0,398 11.427 a igXg 107 0�146 l MS fM i Surrogate %Reco ery Qualifier Limits i"eRract'mi armr myiearoav _ m........... S ........m....., .,.....r .. ..3d...� . .., u.. 5d Lab Sample IC .660-68314-2 MSD Client Sample l :Canall 290 Matrix:Solid prop Type.Tot YNAa Analysis Batch:144818 prep Batch:14469 Sample Sample Spike MSf7 MSCD %Recw RPO Aualyte Result Qualifier Added Result Qualifier Unit ND %Rec Limits RPO Limit. Erudhriaid,hyaie .,..., ._...,....M............. 0,00601 U. .._..._,._ _... ...., 9 398 .�..0,298 ,...._._..... mg/Kg 75 40- 130..... 21 44 i NMSo MSD Surrogate %Recc ery Qualifier Limit's 0500fa 03eanac'h'1 urx bfphenyi.....w.w.................. _ .._ .. ... _ . 115 ...30 i o0D Tetrachicrc-rtm•xyierle 125 Sew 150 Lab Samplo ID.880-88 14- MSD Client.Sarnple ICI;Canal 290 Matrix:Solid prep Types Total/NA Analysis Batch:144 9 prep Batch:14458 Sample Sample Spike MSfD MS[D %,Rec, RPO Auaiyte Result Qualifier Added ii Result Quaiifier Unit CD Rec 1.mfts RPD Limit 4 i=' i3ia ,OD0D54 U ti,39a w............ �.. ...... mroa ......... 71 �7ita2 ei 93 52.137 . .. ..... ......49 4,4"-DOE 0,0042 U 0.398 0,397 mrag]Kg 1003 54 m 1132 3 49 4,4'.CC1' 01.0054 U 03398 0 350 mg/Kg 59 54.137 11 40 Aidrdm 0.0054 U 9.398 0.369 cmmg iKg 3 54..130 4 40 alpha-BHC 0,0046 U 0 395 tD„!'tit mg/Kg 80 50.'$30 7 40 beta-SHC" 00072 U 0.398 0.259 0mmW.g 95 48_'13d 13 40 delta..Sf3C 0.0072 U 0.399 0.234 mg/Kg 0 59 33..130 10 40 fDaeiait4rm 0,03054 ii 0 398 01,369 sngR1< 93 50. 130 ti 407 Emdosaalfam 0 0,0054 U 0 398 0,334 rw qA<g - 84 47.130 3 408 Endosa9faar H 0.9978 U 9.399 0,313 rcugllK„g 79 46.130 14 40:1 Erdcsasifaam sulfate 9.90194 LI 0.395 01.255 rrag7pKg 54 39..130 11 40 End€in 00084 84 U 0 399 PD.3'76 arg7Kg 94 52.131 4 49 Endnn ketone 00060 U 0,393 CM.33'1 mrngiKg 93 SO.144 14 49 gammmrrcma•V91KC(l.armdane) 01.0060 U 01,399 0,292 rngtlKg 73 47.130 9 40 Heplactgor 0,0076 U 01.395 0.350 rmgilKg 303 56-1'30 2 40 tleptacftr ep�cxide 9.9054 U 3.399 0 333 mg/Kg 54 60_1 30h 8 49 OUehhoxycNor 0.012 U 0398 0 374 mg/Kg c 94 Sad.'146 13 49 t'estAmerica Tampa Page 14 of 30 1/7/2014 C Sample Results Client:All EC Environment 5 Infrastructure, Inc, Te tsar eri Job ICE:660-58314-1 ProjectrS6te: DEP grant S0769 ...... . .... .. Method: 5 . Polychlorinated Siphenyls (PCBs)s) Gas Chromatography Lab Sample ID.MB 660-144697/1-A Client Sample ID:Mothod Blank latrla:Solid Prep T"ypa:TotalfNA Analysis Batch: 144616 Prep Batch:144597 % , tt M Analyte Result, Qua kfi'er POL MDL Unit fO prapared Analyzed Oil faac pC � 0 012 U _ 0,065 0 012 rngIKg 12123/13 06A6 1212711.3.''M06 1. "=1allda PCa-1221 0,0071 U 0,13 0,0071 mg/Kg 12/23/13 06;46 121271E3 1&;O6 1 PCB•&232 0.010 U 0.O65 0,01O mgtKg 1 212311 3 08''46 12127113 W06 1 PCB-1242 0,013 U 0 065 O.013 mg(Kgg 12123/13 08 46 12/27113 W06 1 PCS-1248 0,0055 U 0.065 0.0095 mqtKq 12J23113 0&46 12127113 8&':06 1 � P''CS-1254 0 010 U 0.065 O.O'10 mgfKg 1 1,23113 0846 12 7d13 M06 1 PC6-1260 00055 U 0.065 00055 aelyyilKg 12/23113 0Er45 12127/13 MOB 0 me Me urraagare %Recovery Qualifier Laurie Prepared Analyzed oil rac _., ,., ... _.. �,..... 7nlr&1 1R5 araa aas rrl laprkr.,. 70 30.ISO l °2V13 0&:ap6 12127113'lkl06 1 DCS Decar,hlorobiphenyl 65 30. 150 12J23/11306,°46 12727/13'18,O6 1 Lab Sample ID, LCS 660-14459713--A Client Sample ID-. tuft Control Sample Matrix:Solid Prep Type:'Totat/NA Analysis Satctl, 144816 Prep fatal:144697 Spike LCS LCS Y.Rec. Analyte Added Result Qualifier Unlit t3 %Rec Limits FrCs-1O16 0331 0238 rngJKg 72 43.'1:30 PM 1260 0.331 0 246 mg,/Kg 74 35-155 LCS LCS surrogate %Recovery Qualifier bruits " Iraceiiarr�rrr•ayla�aao 71 � 1;afk Dca Decachicroeiphelay! 60 30.150 Lab Sample ID:660-56314ry7 MS C;llent Sample ID,Canal 290 Matrix:Solid Prep Type:"Total/NA Analysis Batch*144906 Prep Batch:144597 Saarbple Sample Spike INS INS %Rec. i Analyte Result Qualifier Added Result Qualifier Unit ft %Rec Limits FCC O.t4 U 394 3.14 nV/Kg &0 43.130 pCf3..1260 0,067 U 394 3.84 mglKg 08 35.155 INS' MS i Surrogate %Recarvery Qualifier 1 indis ..Telrect9oro-m-xylene 68 30 150 DCS Decaclrlorotophenyl &t 30-150 Late Sample ICJ:660-68314- MSD Client Sampla ID:Curial 290 Matrix.,Solid Prep Type:Totat/ A Analysis Batch-,144906 Prep Batch. 144597 Sample Sample Spice MSD MSD %Rec, RPD Ana to Result Qualifier Added Result Qualifier, Unit Q %Rec Limits RPD Limit .. ....... 0.14 U 4.0-1 .. ........ .....2.9.E arli'51 73 ......43 130._ ... ...... _....... ... PCh3.16260 0.067 U 4.01 3.30 mg1Kg V 15.'155 15 50 i MSt1 MSi3 I surrogate 3�"ecovely Quaalirlor 1.4"us reira chtoro-rraa xylene 66 30 150 DCS Decachlorobiphenyt 77 30.150 TestArnerica Tarnp a Page 15 of 30 1/7/ 014 CSC Sample Results Client AMEC Environment&Infrastructure, Inc T" 9tArnehca Job ICJ 660-58814-1 Project/Site. CJLP Grant S076 Method: 8151A -Herbicides (GC) Lab Sampla ID.MB 660-14476 f1-Aa Cmlitrrrt Sample ICJ:Method Blank Matrix*Solid Prep Type:Total/NA Analysis sis Batch.144832 trap BWh.144763 a M8 � ikisatyto Rosuit Qtwlifler POL MDL Utift D Prepared y 0 01/ ..,. 0.0 51 TO 1 0 rngWg 12/77113 ..23 1 2,6' 1D/1 M a3 _... ...... 2,4-D 0,0015 U 00084 0.001e nVfKg 121P7/131123 1213011309;A3 t 2,4-t"713 0.0055 U 0.0084 00065 mg/1*.pg 12/27113 1't23 12130/13 09 A3 1 DaWpon 0.023 U 2.0 0.023 rng/ g 12127113 11:23 12130/13 09:A3 1 CDacaurtma 0,.0'12 U 0 051 0,012 raagg/Kg 12127113 1123 12130113 09 A3 1 Dich4orprop 0 025 U 0.10 0 025 mg/Kg 12127113 1 t 23 12130/13 09:43 t p itm e5 0.0084 U 0,030 00084 rraWKg 12/27113 11:23 12/30113 09 A3 1 CPA 01@6 U 2.0 O.75 mVKq 12/27M3 1 L23 12/30M 09:43 1 f MCPP 0.40 U 2,0 0,40 rrgjtKg 121271113'11:23 12/30113 09:A3, 1 1m'eratxmchlofophen d 0,0051 U 0,017 0 0051 arem9tKg 12/27/13 11:23 12130/13 09:43 1 Piclorramn'o 00012 U 0,0033 0.0012 rn'wgfKgg 12127113 11,23 12130113 09A3 1 SO..(2,4,s."r9) 0.010 11 0.051 0 010 MqXg 12127113'1113 1 30/q 3 OW43 1 S Nis Surrogate %Recovery Qualfrler Limits Prepared Analyzed On Fac 2 4�0� c19Rorophema laoelic acid 82 ._.. 10.135...._ t 2/27`1. .._..,, .. .... ........ W " yr 13 1 p'29 $2/327A13 09:43 ,._.... Lab Sample ICJ« LCS 660A44763f -Aa Client Sample ICJ: Lair Control Sarllple Matrix.Solid prep"Type:T"ertalll4Ae Analysis Batch:14483 prop Batch.144763 Spike LCS LCS ""ro Rec, Arraty'to Added Result Quatitler Unit t3 'a7 Rec Limits ..',a1"5•r 0537 0.0032 mrrg911g 7ri 44. 130 2,4-0 0.0337 00595 mg/Kg 7'1 29.130 2,4.CS 0.0937 0.0664 a gfKg 79 39.150 Daiapon 0.0537 0,0621 1 mg/Kg 74 10.134 Mcamvmda OM37 0,0579 MgIK,g 0°1 29-130 t31cNorprop 00837 0.0513 6 mgtKg 611 39.130 Dinoseb 00837 0.262 J3 mgXgg 313 10.130 MCPA 9.37 e.07 mg/Kg 72 29.134 MCPP 5,37 7.14 mgft 95 28_133 I'�enturmtticm(Vhen 0.0037 00871 rnglKg 104 16 130 Pidoramrw 0,0537 0.0340 n'egft 41 10".150 S4vonct2.4,5"1"Oy 0,0837 0.0597 e'agKg 83 50..'130 LCS LCS Surrogate %Remove-r'y Qualifier Limits 2 ..., ............... ....... ., ..., . .......,...................4.,CDrrfa/omogrd'serrylea eldc acre9 90 10 '135.. Lang Sample/IC1:646«46 40-,G-2- MS Client Samples ID:Matrix Spike Matrix:Stolid prep Type Total/NA Analysis sis Batch- 144837 Prep Batch: 144763 Saranpte Sample Spike MS MS °7 Re . Artatyrte Resuit Qualifier Added Result Qualifier Quit CD %Ftec Limits 2"4, 7. 0013 1/ .....,..... 0109 .. ..... 0.081.E ...._. a°pmg/Kg.......__ 74 ,......44. 130,.... .. 2+D 0,0021 U 0'109 0,0763 nar gfKgg 70 29.,130 2,4-06 0,0054 J3 U 0.109 0.135 rcg(K9 tl24 39.150 17a1agson 0,030 1D 0,109 0.0779 1 armgl g 71 1i'D.'134 tDu un rtra 0.016 U 0,109 00895 cmngfi(g 82 9.'130 TestAw11 erica Tampa Fags 16 of 30 117/2014 C Sample Result Client:AMEC Pnvbronrnent&infrastructure, Inc. TostArnerica Job ID:660-56614_1 Project/ ite DEP Grant S0769 _ _ .. ., . Lab Sample ID:640-46240-G-2-0 MIS Client Sample ID,Matrix Spike Matrix,Solid prop Typo,T otaiINA Analysis Satoh,U4832 prop Batch.14476 Sample Sample Spike MS MS %Rec. Analyte Result Qualifier Added Reauit Quafuf'fer Unit Q %Roc Limits 1 51urmPmiar ��ro .. .. _.... ., f P f 0 Ct13 U 0,109 0.0728 e rmmgfKg 67 345.130 4inos b 0,011 J3 U 0A09 0,125 rngilKg 114 10-130 M CPA O.97 U 10.9 8.27 mxacg[Kg :;i 76 29 134 MCPP 0.52 U 10.9 11,1 mg/Kg 102 25.133 Pentachlor'cp henot 00065 U 0.109 OM72 mglKg 80 15.'130 � Picdaaram 00016 U 0 109 0.0297 mmmgdKg 27 10.150 &&vex(2,4,5-"r'P) 0.013 U 0,109 00912 mg/Kg 884 50.130 MS MS Surrogate % ecevery Qualifier Limit's " PrPkmlDfOPvPlrayt8srrbVOG 86.............. .a..,....a..a�a.�.....,. _, ,10 13 Lab Sample ID-640.462404-2-E MSD Ciiont Sample ID.Matrix Spike Duplicate 1 Matrix.Solid prop Type:Total/NA Analysis Batch.144832 prop Batch:144763 Sample Sample Spike M1SIJ MUSD %Roe, fiPD Anafyte Result Qualifier Added Result Qualirwr Unit, D %Rec Limits RPO Limit ....0.013 U. ..100 .... _. 0,0787 mg K.., 72 _.,..44.-130....m . ....,...3 5 2,4-0 O,0021 U 0,100 0.0800 mg/Kg 7"3 29.130 5 47 2,4-08 0.00884 J3 U 0,105 0,0881 J3 ra 1Kg 8'1 39.1P50 42 40 P0aW on 0,030 U 0.'ROg 0.0735 I mg/Kg 67 10.'1e'14 5 40 Dicanda 0 015 U 0.109 0.0916 rnglKg 834 29.130 2 40 McWoprop 0,033 U OA09 0.0725 V mg/Kg 57 39,'130 0 40 Dinosed 0 011 J3 U 0.109 0,342 J3 rt'vaglKg 314 10..130 93 5c M1i2PA 0.97 U 10.9 88,30 MWKg 75 29.134 0 50 M1 PP 0,52 U 101 12.0 mg1Kg rr 910 284.,133 81 50 PentacNarophenol 0,0065 U 0.'109 0.'138tl J3 mg/Kg 126 16_130 45 40 P'icloranm O,0015 U 0.109 0.0351 mmmglKg 32 10 m 150 17 40 Sdvex(2„4„54P) 0.013 U 0,109 0.0974 mgdKg', 80 50.,'130 7' 51 MSD MSO Surrogate %Rocovery Qualifier Limits 2 _. rr,1 . ., aaurcP wf0.,1.. .....,.... ....... �e�e,�,yrarerr`c.. 1 , 115 Method. PRO - Rorida PetrWeum Range Organics (GC) tab Sample ID.MB 660.14466 t1 Wit Client Sample IDt Method Blank Matrix,Solid Prep"Typo:.TotalIN Analysis BatcW 144648 Prop Batch: 144595 Mle Mno Analyta Result. Qualifier P'QL MIf3L Unit f7 Prepared Analyzed 1311 P'ac ToW PeVo[e armm Hydrocarf7on.s,.,.,.,_ 5 ld 99 ......... . ... .5..0 mn 1Kg..... .......... ... 1212 113 08 42 .12123115 15 29 1 (CB-C40) e me Surrogate 'Morover'y Qualflror Limits Prepared Analyzed oilWac 1"er Raon....... _,..,.,.... _ P .. 1 .. P)1".P'1 57.115 12d23d11 093:42 12121113 15'29 p C318 104 01_1d5.3 12A21A0 088:42 1212310 183:29 f 'rest rnerica Tarnpa Page 17 of 30 1/7/ 01 QC Sample Results tMllorot:AMEC' tlrllrrrl meat&Infrastructure, Inc. "re tArnerca Job ID: 60- 8 14-1 Method: FL-PRO -Florida - Petroleum Range Organics (GC) (Continuod) .Lad atttplo 1f7.LCS 660-144695t2.4r Client Sample V Lab Control Sample 4 1a.Solid prop"Typo.'total/NA AnalysisBatch:144648 prop Batch.14469 Spike (.CS LCS yrrtea. Aaraatyto Added Result Qtral6tdor Unit C '"7 Roe Limits Total r eelrOeUM W1 dsoaa�a 1bcatS..,...,. �. ....., 99.5 .,'73.. .. „rc�. .. .._ .,., .. . ........ _„ .. ._...,.. (C&C40) LCS LCS Surrogate %Recovery Qualifier Limits o-Terpheny1 97 57 11a"... a n-C39 109 61_'15.3 Lab Sample ID.640-4616,5-F-,7-B MIS Client Sample NN7:Matrix Spike o Matrix:Solid prop Types Total/NA Analysis o'is at 1W. 144648 prop Batch;14469,5 Sample Sample Spike; ms ms %Rec, Arralyl'o Result Qualifilor Added Result Qualirt lltntt C %Roe 1-mitts i M ddt cleuua Hydrocaark ons.....w.. _.,... 5w3 �.,.... ....... � ...... 95.7 19 l r 11 8 41.,2. ... ..,, ... �... � 2A MS MS Surrogate Recovery Qualifier LiWanits .... -..........._..... &-Terpherayl 89 5 7 115 a—C39 Idea 61»153 Lab Sample INS. 4146166-17,14 NtlSD Client Sample ID.Matrix Spike Duplicate Matrix.,Solid Prop Type,"TrttaW Ate, Analysis sis latch;14464 prop ElatoW 144 p Sample Semple Spike MSD MSr3 %Rec RPD Araatyte Result Qualifier ier Addtaal Result Qualiflar tlutt D %Rec Llu tte RPr3 Llrattt roWaC Pelacdr,a,aert tt dreacaarbour.......,...a a,3 U. ......, 95.7 ............ .7a" ......,_ .. ..,,,,. . /K,...,...ry,., 7t3 ._...41 22d...... ...... .. (CS- 4,G) i MS0 MSU Surrogate %Recovery Qualifier Limits o-'Beretr tz:.. ................................................................. ........... ..... ._....... _ .._.dT 11 .... ra-C.39 1130 61.153 Lab Sarnple 0 MB d p«1447111tt1 A Cliont Sample 0 Method Blank Matrix,.Solid prop"Typo:TotalINA AtrtaNlitWio atutl;1447'06 Prop l att 1W< 14470 MB MS Aaaatyte Result Qualifier PQL, MDL Unit rW Prepared Analyzed Oil lac _..,.. --°--_._........ .........._.. ... ,. .,_.,. Flceserapc . . ...- . -.. _tR.21 LI 9 S_t2 0 23' mg-lP�q..... ... m.. ,. ._._/..M_._ .-,,. ._. .�,�.—. 1262°13a3�92 1"ac/2SY1312.22 t aarrum 0.16, li 1.0 d-1k3 unrh3/Trg 1212a/t13 09 26 12/2161t:3'12.22 t CS&Mi uu^r 0,09'7 U 0,50 0.087 niqMg 1212611:3 41'3t26 12r2 d'13'1222 1 Chrornkaac 017 U 1,0 017 mgltltg '12/2611313926 %'2126/1 12:22 1 Caappor 0.50 U 2,0 0,50 nogg/Kq 12126113 092/3 12126113 12;22 4 t.ead 015 U 0,50 0,15 aagg/Kq 12'd26/130926 25w,6/1312'22 1 1.`"»elern um 0 37 U 1'0 0,37 e^ap/tag 12'126113 0926 2/26113 12,22 1 l ipwer 019 U 1,o 0,0 rswp1r./2 12/261'l3 d'W926 12/°26113 12:22 ti Te tAtrnerlca"rarnpa Pangs 18 of 30 1/7/2014 C Sample Results C Hent AMEC Environment& infrastructure, Inc. T StAmedca Job l :660-5 14-1 Prtmlectl&t DEP Grant S07 9 . .,.. . .. ..... Method: 0 Metals QC (Continued) Lab Sample ID: LCS 660-14470SIZA Client Sample ID:Lartt Control Sample Matrix:Solid Prop mp " po-"I of UN nrtlysllt ltlr;175 pr^ttp t, krs 14,4708 T ,o Sp" L,CS L S % ce Anallyte Added Result Qualifier Unit: Q %Ret Linwits '�r-s en-v , m" _ .. 'S,D _................... ..... .....d 1 .................... .... .,. m" ......... traamiu m 50,0 511 M9(K9 103 75.125 sdaa6um 56,0 46.4 my/Kg 97 75.125 Chreumrtum Soo 51,A mg/Kg 153 7'5.125 Copper Soo 606 nVIKg 101 75-125 � j Lead Soo 50A rngtKg 101 75-125 SaWasbuatl'p 50,0 47.5 rmnglKg 55 75.125 Silver 55.0 46.6 armgA(g gS 75.125 Lab Sample Its., It- 11 d �p- -C MS Cpliont Sample ID.,Matrix Sputa Matrix.Solid prep Typo,Total/NA J Analysis Stety 144706 prep tfitt; 14470 Amseamorr S 2u L 55.3 agme Unit te a m Sample am . ,,,, .._..._.. Spike M MSMS .,..,..,.,,,... � ..�, .. _,.. .... ._ ... ......._ Anap to r�etnurt Qualifier Added Result Quantifier i»r %Rec Ldads .,,._.,.« r r r gg 51 '75-125 Barium 7A 55.3 61.6 mg/Kg 0 Sg 75-'125 C'adnmwir n 5,556 U 55.,3 49.7 rngdKg 90 75-125 Mmrrwwrt'uinIM 2.7 55.3 659 nwq/Kg r 56 75-125 Copper 055 i G 55.3 51.7 mmmgh(g 54 75�125 i Lead 2.6 55,3 541 rng/Kg 93 75.'125 SeWniurn 041 11 65,3 50,0 mmwglKg r 90 75..126 Summer 021 ra 55,3 49.3, rnglKg Sg 75.125 Lab Sample IIJ. 61 Ltd -F- -D MSD Client Sample ID:Matrix SpIko Duplicate Matrix:Solid prep Typo,TotalINA Sample Sample Spike MSr3 MSD %Rec RPD Araalyte Result Qualifier Added Result Qualifier Unit Q %Rec Limits Rfmfr Limit 11 , 541 506 mmugAKg 23 75.125 PY 26 Baadunm 7,'1 54.1 55.2 mg/Kg +36 75-125 4 25 aaramrum 0,556 ll 54A 46.6 mg1Kg 92 75.125 p 20 chrurrt urn 2 7 54A 56,0 mg/Kg 56 76.125 0 20 copo m 5,55 l'1 54,1 52.t rm gIK'r; 56 75.125 1 20 Lead 2,9 54.1 54,0 rmmgft 94 75.125 0 20 Seien9r"fn 0,41 l.1 U& 498 mngIKg 92 75,125 6 20 Saver 0,21 U 541 491 mmwg9Kg 91 75-125 t 20 Lab S frllata ID:CC1S 660-14471612-A Client Sarrtllltf ID,Lab Control Sample Matrix:Solid Prep Typsr T°ola[INA Analysis t t'r;144856 propBatch:U 7t ' Spike LQS LDS %Rec, Anaiyte Added Result Qualifier Unit f9 %Rec Limits Am'sentm 1,00 0.676 mmE9h 96 60-120 Copper d,50 0,696 r"g/L 59 Sp_'120 9 esd 100 1 or rrmgil. too 80..120 TestArnerica Tampa Pangs 19 of 30 1f7/ 01 QC Sample Results Client AMEC Environment&Irrkr struCtUre„ Ir1c. TestAmedca Job lU 660-5 i4-'1 Proje tl dte:DEP Grant S0769 �...Lab Sampte ID:LB 66044466711,,B Client Sarripto ID,Mothod Blank Matrix,,Solid prep"ll'°ype.SPLP East AnalysisBatch: 144866 prep Batch-1 71 LR LS Anatytu Result Quallfirer P L, mot. Unit Lr Prepared Analyzed DO Pac Amer uc 00040 1D............ ..._ 0 010 .�ae .0,t11140 ffQt 12/26113 tt1"i11.. . 11 1 1249111....,. _,...,. m.. ...... 1 ,1 �1i coppel 9.0029 d1 9.910 OM29 rnq& 129 9i'd 49:39 t7131113 11:38 1 Lead 0,0020 U 0.0'10 0,0020 AL 12126/13 flL1.30 12/31113 11:34 1 Lab Sample ID:660-67741-A-59-E MSS Client darriple ID:Matrix Spike Matrix.Solid prep Type.SPLP East Analysis Batch.144866 prep Bath; 14471 Sample Sample Spike k1S MIS %Rec. Armilyte Result Qualifier Added Result r uadifler Unit 13 %Res Llmits Arsere a a ...... 0064 .,,,,.. a.. ..M 100� _t1.942 ......... .,,,n mipd1. .,,,,,..... _...... 89 .....,80 120 _... ......,_ cop>paex 010029 11 t,09 0,900 gngA1. 90 so.'120 Lend 0,018 IM 1RV2 m Ai. 90 99_129 Lab Sample 0 660-57 41-A-69-p MSD Client Sample ID.,Matrix Spike Duplicate "'Matrix.Stand prep"type:SILL p East Analysis 1 aWv 144,866 prepBatch:144' 1 Sample Sample Spike MSD MSD %Rec. RPD Anatyte Result Qualifier Added Result Qualffier' Unit fr %Rec Limits RPCD 6 impt. Aesemc 0054 1,CKJI Q.945 mg& 89 89. 129 0 29 Ccppoef' 9. 129 U 1,00 0.916 m9li. 92 80.120 2 20 Lab Sample Ili: M B 660-14472011-A Client'Sample Il r Method Blank Matrix.Solid prep Type:TtatalINAi Analysis Batch.144740 prep Batch:144720 Ms MB Ana" Result. Qualifier POL MDL Unit b, Prepared Anal'yaed DO Fan rJNere rt 0,012 4i 0..030 ._... 9,012 Mreg/Kq.... _ _.. 12126)13 1q'16 12126113 14 03 _. . .1 Lab aarriple ID:LCS 660-144 201 -Ai Client Sample ID-.Lath Control Sample Matrix*Solid prep"hype; Total/NA Analysis Batch. 144740 prep Batch; 144720 Spike LCS LCS %Roc, i Auatyte Added Result Quaditiv, Unit D LdWilts kfep'�'4Ag'�.............. .. . ........... . ... .. ....,.,.,.... ... ....... .. ,,, .. ...,,...._ 0.Md'�. m.....n..n_..... ..,,,.,... .......,. ., . .. ..,M._ _ w.e... _w_....�... .e.......... _ ..,_..._. 2 01 3 Mq(K9 194 80 129 Lab Sample ID 640- 833i nA-8-E MS Client Sample Ili.'.Matrix Spike Matrix:Solid Prep"hype.Total/NA Analysis ele Batch. 144740 prep Batch*1447 Sample Sample Spike Ms MS %Rec„ Amityte Result Qualifler Added Result Qualifier Unit da %Roe LWats ,......„ ......... ..,._ .......... w. ..,,....,.. ..».. ................ ....... ._,.........,... _. .._.. ...._..., ...,........,. ............,. .....,....,. p �leresp'y ..,...... ............. G1GD1,. 6,1.............. 91a"2 t117"i' rwlpd9�lr 99�2 ...,..�rir1.,'12&1 Te tArrie ica Tampa Page 20 of 30 1/7/ C11 OC Sample Results Di nt.AMEC Environment& Wrastructtar „ lnt. T st rnerica Job Il): 60-58314-1 Lab Sample ID,660-68331-A-8-F MSD Cllrirtt Sampto ID.Matrix SpIko Duplicate M ,trix,Solid Prop `Ypu,TotalINA Analysis Batctc 144740 prop Batch,14472 samplo samplo Spike MSD MSD %Rect rt rt Analyte Result Qua itlor Added Result Qua0fier Unit D %Rec Unlits RPO Limit memny „m.... 0,012 4D. 0 172 .. 0,16.E .. ..... n /K .... _.. �... 7 80-1,a"0 . 6 0 TestAmerica Tampa Pace 21 of 30 1/71 Q14 QC Association Summary Bent:AMEC Environment&Infrastructure, Inc. Te t rrtehc Job ICE:660-8( 14-1 Proiectr" 'it : DEP Grant S0769 _.... .. G I S Semi VOA Prop Batch.144732 Lab Sample .. . Sample Type Method iA S hd35,46 1utUx Strka660,58 46,X 1 B MS Tofl/N .:SrrBad 3546 ✓,,,- , 9 5834 A-1•dS MSD MaWx Sp*e DupBdc;ate Total/NA Solid 3546 L&S*S 660-144'732/2-A Lab C.aantrd SampleTotal/NA SNdd 3546 _MB PAO-1 4 4 7 3211-A Method Blank TotaNdNA Solid 3546 Analysis Batch.14478 Lab Sample ID client Sample 10 Prep Type Matrix Method Prep Batch ; w... tanat 66 Total/NA Sead 6276C LL �.. �.,.......144732 65656316 AC 3 S Catnx S ke lotm/NA Sofi . e 8276CT L L. 14473'2 666„56346-A-1,C MSD Nlatdx Srip*e B:lmap4cate "1`WINA Saatpd 8270C LL t44 32 LCS 460,144732f2..A, Lab ClontrW San plo ToWUNA SOW 6270C1 L,L 144732 Ba4B3 660-14473211-A Method Blank Total/NA So td 6270C B.L. 144732 GC Semi VOA PropBatch-1"696 Lab Sample lD Client Sample ID Prep Type Matrix Method Prep Batch a. .. ......... _.. _..._... _...__.._.�.....�........................... . . —To t I .. — ..........................._ .�tatrpx B�l�e T�t�i�r�l,a .. �a�docs 640-46165-F-7- MSD Nlatnx:Spike Duplicate Total/NA SoVaad 3541 660-58314.2 CLawnal266 Totral/NA, Sealed 3541 LCS 666.14459 12rtA Lab CFontroB Sample TotalINA SoW 3541 B 660-144595/1""A Methaaat Blank Total/NA SoW 3541 Prop hatch.144697 Late Sample W Client Sample ID Prep Type Matrix Method Prop Batch 666 56314.2 Canal 290 Total/NA S'ollat.,,...... ....... 3,546 660-58314-2 CanW 2'90 T'otalf lA Solid 3546 660-5 31+4-2 MS Canal 256 TotalINA Solid 3546 660-58314-2 MS Canal 23t3 TotalINA Solid 3546 666-56314-2 MSD Cann 266 Total/NA Sealed 3546 660-56314.2 MSD Canal 266 TotaUNA SOW 3546 LCS 0-144597/2-A Lab Comtroi Sample Totaald'NA SoW 3546 LCS 666.144567113•A Lab Contr Sample Total/NA Sofid 3546 MB W-14459711-A Method Stank ToWNA 5ohd 3546 Anallysis Batch. 144648 Lab Sample ID Client Sample 0 Prop Type Matrix Method Prep Batch F4t1 r .µ. .qt... p......cee .total/N/y._...._.,,., So1pr1 FL•PF1t3 144595 •+46165 t"-r"B Bu1S MA�ttapx S°eldp,e Total/NA crGlcf FB.PF;"t3... t 445�t5 4616 F 7� MSD Mlatnx Spoke B7aa darn 5 1 660 56314-2 Canal 296 Total/NA Solid FL-PRO 144595+ LCS 660-1 4459 5/2-A Lair C ontro&SarnrAe TotalINA Solid FL-PRO 144565 i MOB 660-1 44 5 9 511-A Method Blank 'Total/NA SOW FL-PRO 144595 Prop Batch.144 '6 hLab Sample V Client Sam l Prep Type Matrix Method Prep Batch ��.6 . ,atrpu�S "rm, I o8�9PNA �„t6pd w3 B 61A I 640-46240-G-2.5'MSD Nlaafnx Ctp6ke Duphcate Total/NA Sratdd 8151A 660-563 1 4.-'2 C'anad'2S6 Total/NA SoBaa,1 6151A LCS 660-144763d2•A Lab Cdontroa Sarnplte TotalINA SOW 6151,A 'restArmerlca Tampa Page 22 of 30 1 B7f 2014 QC Association Summary Cke t° ANIEC Environment& tntrastrtactutrs, h1c. TsstArrus6ca Job tU 660- tt314-1 Project/Site:DEP Grant S0769 GC Semi VOA (ContiNnued) Prop Batch.,144 63( ontint ad)i Lab Sample tt3 client Sample 10 Prep Type Matrix Method Prop Batch ......... ....... . ........ hd1&��n6614�:�a»G3C1.A etha.,d��am�„ Ictia':aupNA ...,u a�N�d A natr7sis BateW 144816 Lab Sample RCA Client Sample to Prep Typo Matrix Method Prep Batch 1 k l S 566 144567rw1 .. t.ak 6 cRttrral 5roagtapde.. _.......................... .... .... ......, ..,,,....... .. ..._.. ........ ..._. wm m� TRaYal6N. w.. a�d¢d k1662 I445m6D7 M1B 660-14456711-A M ethmil Wank Total/NA Solid 6682 144597 Analysis Batch.'144818 .� p .,,... .. ...,.ple .. ... ., ....N'Type M mw_...__.........,.,,.,.,_.,., ,. _.._..,.. Na x �...._._�, Batch,Lab Sample 0 Clientaa1 to Np Pea T e Matrix Method Prep 6360�56314 2 Caaaat 290 Total/NA Soficd 6661A 144567 666-.°a6314.-2 S C7aatat 266 ToIaN1NA Saaddd 606'1A 14�4:597 666.58314-2 MMSN7 Gann 266 CertaUNA Sofil 8081 144597 L.6LS 00-14456762-A Lab S'cmtrO Saa'nRrNe Total/NA 1:roWW 6661A, 144597 B 660-144767t1-A Method Wank Total/NA 011 d 6061A 144567 Analysis Batch; 1144832 Lab Sample CB Client Sample[D prep Type Matrix Method Prep Batch 640 t6 4&A.C,_ R7MGS....,,,... M4aWxSpa_ _ ....._ . .....,,. ._...... ..... ...,.. So ..._ ......, ,,,,,.,.,... �.,....._...... _..,_ .......,....m ...w63 ����� Nee TaltalCNA: So No 61a1A hd47B�3 6461-46240- -2-E MdSD M atnx Sp*e Duphcate Total/NA Solid 6151A 144763 Lt3S 660-14476372_A, I.,ah ScerotrcN Sample Tatal7NA. Soo d 6151,A 144763 { MlB 66CD-'144763B'1-A. Method Blank Total/NA Sct¢d 6151A 144763 Analysis Batch:144862 .. ... ..............� ... .... _ ... p., .....,_.,. ......,,,. _...atria .._..., .. _.._,._ _ . Pre a Batch LabSamtpNe Nd3 c1laRRt SaamuleYa BCD Pre Typo MatrixMethodf 660-58314..2 CanW 2�66 TotaUNA M t6d 61 51A 144763 Analysis Batch, 144905 Lab Sample ID C lwnt Sammpre to Prep Type Matrix Method Prep Batch B6t1-5631+1 2.. tnaCkad S6 ficRtcrlwrNA Szrluet 6662 144597 660-5 6 3 1 4_2 MS carnal 2S6 Total/NA Solid 8082 144597" 660-58314-2 MhSD Cann 296 TotaldNA Solid 6662' 144567' Analysis Satoh. 144828 Cato Sanlpte NN3 Client Sample BCD Prep Ty �'pa WX Method Prop BatchCaB6A-563r:- aRGad 266.., ..,..._ Not a`.. ,... .. ..._w . .. .,._ .. .......,_. ..._.. _. IPNA 6061A '144 597 6 60-5831'4.2 MS Q;onW 260 Total/NA Solid 6661A 144567 660-58 t14-2 MMSC1 Caamat 296 TotaalBNA Sold 66161A 144591 Metals t ttsch Batch: 144667 Lab Sample RLD Client Sample ID Prep Type Matrix Method Prep Batch _......................� .._ _._ ..._....._..,,.. _. .,_ ..... 666.5 741-A-56 C:MIS BVMatdx Spire SPLP East Solid 1312 666-57"747-A-59-P MVSD 9bMaVix Spl1Me Ouapl'lrate SPLP East SdW 1362 66 6-"^58314-1 C,anW 266 SPLP East Sordid 1312 666.58314-2 Caatad'266 SPLP East ScVud 1312 LB 660 14466711-B Method Wank SPLP East Sofid 1312 TestAmerica Tampa Page 23 of 30 1/7/2014 QC Association Summary n,,,, . Ment° AMEC Environment&mntra6trUCtUr , Inc, TestAmerica Job Its, m 0-583`14µ1 Project/Site: DEP Grant S0769 _Metals (Continue ) ..... _ Anatysis tlatctu 14470 Lab Client Sample ll3 Prop Typo Mlatrlx Method Prop Batch s63t4r .� .. . ......_............... .. _..._..,. �....-,, _-.. .......__. � °......_, . _. p Earoal2il ............. fo�ia'V"NA g ird FB6dktS _... ...... 144766 /� i 666,.56346 6�•1C"MS Matax,agd&ro T"Mal/NA. Sold 50106 1447696 660 56346.F-3 0 MSD Matrmx S Ee Duuplfcate lotat/NA Sofid 60108 1447N L.4'',,S 660,-144 796/2-A, Lab CovotrvA SaumgAe Total/NA Solid 6 010B 144708 S 666-144708/1-A Method Stank 1"'otal/NA Solid 69195 144766 Prep hatch;144708 Lab Sample 0 Client Sample W prep Type Matrix Mather! Prep Batch 66t1 56314ry .,. r... 2... �..... ........ __... __.. _..._..... l°eta.. _.. _....., i/NA SO4W 3Y 508 a •563464'-3.E MS Matrix Spoke Total/NA, Solid 3656E 660-58346,p_3.p3 MSl3 Mtaadrix Spike Duplicate Tcatal/NA SOW 3650B LGS 660444 08/2°A Lab Contauat l aaipW TotaU'NA+ SOW 30508 S 666.,14479811-A Method Siank Total/NA SOW 30606 Prop Batch-, 14471 Late Sample ID Client sample ltt Prep'Types Matrix Modred Prep Batch 666°57741_A..53 E tivt,i....... ........... M4atrora Sp Ot .. .. .... .. _ _.._.,v,- East SPLP E ...�... . , ,,.,...... . ..... .. .Wild3616A 144667' 6 -57741-A-59,p MSD Matrix Spike Dupfirate SPLP East Schd 301OA 144667 669-58314.-1 Canal 266 SPLP Cast Solid 301CAt 144667 660-58314-2 Canna 290 SPLP East Soto 3619A 144667 LS 666.14466711-8 Method Blank SPLP East Wirt 3919A 144667 L43S 14 71512-A Lad Control ample "royal/NA SA-Ad 3016A Peep Batch, 144720 Lab Sample ID Chart Sample lD Prep Type Matrix Method Prep Batch tt6C1 5611 t...... .............. ..,.,. "araml 119 Tot..,.,.. ..,.,, ,. ma aIPPdA ......... ,a+skid 74f,1 .,M.. ..,.,.. .....w.,. ...,...... 666-58331_A„6 E NIS Matrix Sp14ae Total/NA Solid 747'1A, 0-5833'1..A.,8.P M S D MaWxSpoke Duplicate Total/NA Solid 7471A LES 660-144720/2-A Lad Eoamtaoi Sample T'otallNA Soldrffi 7471A ME 660-1 44 72011-A Method Slarnir T'ohal4NA SOW 7471A, 1..... Analysis BaitcW 144 O Late Sample t Hert Sample lt7 Prep Type Matrix Method Prep Batch __. ,,. _._v._ ,�_w_�_._. __._...._ ............. ..,.w,_..w, _._A,. _,2,. °e;6x.5314•;� armaml29t3 ........ TotaIINA ..... .., �lpei....... .,,. 14�1A� 1447ta 64r43-56331.,A,,,6-EM1 MtratnxSp*o TotaallNA, Solid 74'7'1At 144'7'26 660-56331-A-8-F M4Sr1 114atox Spike Tltapkcate total/NA Smli1 747 VA 144720 LCS 660-14472012-A t.ah Control Sample r'otal/NA Solid 1471A 144729 S 660-14472011-A Method Wank Total/NA Sold 7471A, 14,1720 Anatysis hatch;.144865 Late Sample 0 Client Sample ID Prop Type Matrix Method Prep Satoh 65t3-57741. ..5q E MS. ..................... MlatrixSp*e _ ,SPLP East ...., Soltid 60dt36_ 144715 660-57741-A•59-6 MSD Matrix Sphke r}uupficam SPLP East Solid 6016E 144715 660-58314.1 Canal 266 SPLP East SOW 6319C 144715 969.56314-2 17ammaa 299 SPLP Cast Sofid 60110B 1446715 LB 66E-144,66711-B Method od elan SPLP East SOW 64319E 144715 WS 660 1441 1512.At tab Cont;rCu SampleTotal/NA Solid 66108 l44715 T StArn rwc "ranvp3 Page 24 of 30 1/7/ 014 QC Association Summate o� l2iii i' Cfient.AMEC Environment&Wraatruct ure„ Inc. TeatAmedca Job ID-1 660-58 14.1 Project/Site CEP Grant S07 a General Chemistry Analysis Batch:144690 Lab r �rQ Client aaa b awar P Wa ....... Rrwtaw¢n Prop eft.. , _... ............... ...... _. P �tw 6a- 8314 4.P C caro b 290 1°��t fFMV ��aro4dzr O croist�sra� TeatArnerica Tampa Page 25 of 30 1'7/2014 Lab Chronicle Client.AM EC Environment&Infrastructure, Inc. TestAmerica,gob lU 660-58 14-'1 Project/Sde: DEE Brent S0769 Bent SampW ID: Canal 266 Lab Sample ID: 6 - 31 -1 Date Collected- 1V19C1&16M Matrix; Build Date Received: 17 t3t1,3W6Ct Batch Hatch DRution Batch prepared g ��/ /, Prep Type Type Method Run Fa't r Number or Analyzed /ar'aafyet Lab SPLWa Fast 1e0-1 ,- W 31 2 .. .. 1446 e7 -S.R-1 -T',A-L T AM„,....,.. SPLP East Prop 3010A 144715 /2426113 10,30 RAG TAL.TAM SPLP East Analysis 601OB 1 144855 t2/31/13 12:31 SR1 TAL TAM Chent Sample ID. Canal 293 .a Sample M. a -5 1 - Date 1tected', 12119113 1 -20 Matrix:Solid Date Received 12120113 W60 Porcent&tally w 9,, Batch hatch Dilution Batch Prepared 3i � Prop Type rype hlettnurl Run Factor Number or Analyzed Analyst Lab 1pt TetaaV/NA ... 9"are 354tt... ,............ ry................_.. ..... .W,.W,.... ....... ,....... _..,.., m.e ti4 1 .. M ....... 47„1," Ida"t1J1wA 9: 45 St:;1 r'At rAtd4' TcWINA Analysis 6276P'L.L. 1 144780 12/2711314.18 $0,CT TALTAiMfi TWMINA Prep 3541 14459E 12/23/13 08 A2 At;,'1 TAL TAM Total/NA Analysis FL-PRO 1 144648 17/7:311317:32 T'GP T"ALTAM TotaUNA Prep 3546 144567 12123/13 68A6 M1AFl TAL TAM Totak/NAm Analysis 8081A 1 144818 '12127/1317.36 JB1 TAL TAM Totai/NA Prep 8151A 144763 t212e7/13112,3 Sc1 TAL TAM Tct'at/NA Analysis 8151A 1 144862 12/31113 16:08 TCP TA.TAM T'etaYNA Prep 3546 144557 12/23113 68 47 M1AH TAL TAM Tot,°at/NA Analysis 8082', 1 144905 0//02114°d5',6 ,1B1 TAL TAM Total/NA Analysis 8681A 1 144926 01/63114 12 44 JB1 TAL.TAM ToWINA Prep 3650B 144708 12/26/13 09'26 GAF TAL TAM Totap/1NA Analysis 6616B 1 144705 12126/131126 GAF TAL T"AM1 TrataYNA Prep 7471A 144720 12126/13106 16 RAGA TA TAM TeMat/NAu Analysis 7471A 1 144740 12/ 6/13 14:36 RAG TAB.'TAM SPLP East Leach 1382 144667 12123/13 16,10 SR1 TAL TAM SPLP East Prep 3016A 144 715 12/26113%30 RAG TAL TAM SPLP East Analysis 661 OB 1 144855 12/31/13 12:34 SRI TAL TAM Total/NA Analysis moishae 1 144690 1212411306 51 A.1O TAL TAM Laboratory References. 'rAL TAM=T"eslAanehca Tampa,6712 rTenjarnu n Roac.Suite'100,Tampa,Ft.33634, TEL t813'1885-742.7 Te6tArnerice'Tamp Page 26 of 30 1 C71 014 Method Summary Client AMEC Environment&Wrastrucithre, kic. Te t «rneric a Job 0:660-5 1 ,.1 Project/Baas: DE P Grant S0769 ... .._.. .. ......... .. ... . .... ....... Mothod Method Descrilgion _ Protocot Laboratory iPic IE ..... ..-Low Leve r�...,.._, ........ ... .......,.... ,�, S d4ru t T..pA.� Mw.,..� .. TAkprf 4081Aa Orr4rarrochWrioc Pcobdd as,(r�C& SNW6 TAAL t'A M 8042 Potychlorinni d BlphenyM(PCBs)by Gas D�roroatodroPhyy WNW TAaL°TA ,T 81 TAra He tr4r"des(r:CA CbWIAW TA L TAM Ft.,PrR MT rilcradaa-PrArroscrrssa ttoop CTrgamrrur.aa(GC) t L,DEP T°Aat TAM 60108 PwtraWS(ICTP) TaWO46 TA L IA 7471Ar Mercury(CTAAtA( SW046 TA( TAM 0. otstar e Percent Molslure EPA TAAL TAM Protocot Referencev EPA=US F atvrrorwmentat Proaeactu mrw Agency Pt.CEP, State Cr Florida Depad ment CA P:orrlrorerrrreohat Protaactcon,FLmodo Adenursovtraatavo C°Yodo. SW846 I est Methods For Evaluating g IaoaW Waste,Physical/Gh wrmacW TA ds°,Third Cditlon,November 1986 And Ito Updaatov. Lo4orartory Potrrroococ N T A L"TAB -TestACrrrorurso Toaertao,O'a`TA IFoum(orr0n Road,,Sotac Tdd,Tam ,FI.33634„°PTEL.(B1 T( o ..T427 TestAmerica Tampa Bags 27 of 30 1/7/201 Certification Summary Client:AMEC Environment, inffrastrcuct4ure, ft, 'TestAm ric Job ID:660- 83`1i4-1 Project/Site: DEP Grant S0769 Laboratory: TostAmerica Tampa d amid flealinniis hasW by fts Mboratony afe Hstel Not ah nWediffi 0¢eans are appkxat,Ja to U,im rejpw, ........ ..... ......... ... RegionEPA Alabama State h0 K�iC 30-h4 trt aanty Pro r rrr warn Certification,I x iratlwi D._.._....., aarprraa h� Cw�a4� .... 4 , E842 .. 444a, 14 4a 4yaaaaq' as Slate Progmin 4 905 06-30 tag ME TestArnerica Tampa Pugs 28 of 30 1/7/20 V u t; 19 " . fJ I�i 3 If ............ ' k o� J J4 ........... Sh .----------- 3 . . w Coppw, n u{p �, ..�.................... Mal AVE p r- 7 x0•nm0 10wN NA 75 d6 u Login Sample Receipt Checklist Client,A CC Environment&Infrastructure,inc, .iota Number:660-58314-1 foadln Numbac$8614 List Source:'T'ostAmerica Tampa List Number:1 reafor�McNulty,Carol Question Answer Comment .. ........................_.....,................. ..... w w. _........._.....,.... Radioachwaty,wasn't checked or is<N=background as measured by a survey fifA meter. The cooler's custody seal,it present,is intact. True Sample custody seats„if present„are intact. "Prue The coo er or sarnptes do not appear to have been compromised or 'Prue tampered wwith, Samples were received on ice, Trutt Cooler Tenaperataure is acceptable, True Cooler'Tempearatuare is recorded True COC Is present. True COC is fined out to ink and legible, Tm"u.ue COC is fthed out with all pertinent information, True Is the Field Sampter's name present on COC? True There are no discrepancies between the containers received and fhe COC. True Samples are received within Holding, Time. True Sampie containers have legible labels. 'True Containers are not broken or leaking, °T"rUe Sample colleclion date/finues are provided True Apprauphate sample containers are used. Prue Sample baffles are completely filled. 'Prue Sample Preservation Verified. True There is sufficient voi for all requested analyses,Incl.any requested True MS/MSD's Containers requiring zero headspace have no headspace or bubble is NIA <6mrn(1/4"), puttiphasic samples are not present. True Saua'apies do not require splitting or cornpos'uting. True Residual ChJo6ne Checked, NIA TestAmerica Tampa 'age 30 of 30 1/7/2014 Sediment Char acte6zabon 41 two Monroe County Demonstration Canats Repo of Findings ameO AMEC Project Number 6783-13-2563 January 30,2014 APPENDix E, HISTORICAL SEDIMENT CHEMICAL ANALYTICAL DATA n Dww"r 5 G G §8z D D afar9�R —, r5 9 .;C:,sr C r -5 0 6 4'5 6 0 4 ayrf 0 0 0 6 cD =W:D 00 0 0 D nD c, CA "t m �r An US z 000800 cS 0 c5cA a 0 CA 5 5 a c, 6 r-> c;r; 60000 C,,qc� SOS q 0 00000a OADO Qc'M66666666 cc ai do 00 co 0 cc Al A" M M M m 71 m)n m-> :D z)(4 1 1-ol to(n 4 F AqZ) z AX) 0) "e t 1:2 V ,-.,ilr5 6 Cy zi cA CA c,c,�0 0 CD D D D n D D 0 D D'D eq n 00 0 �l 4 V4�N V,4 ad to CV A', 11 X tq"I w P, a14 (1�p C4 C4 04 04 - ii 0A 10 li A 9 M 0 0 a:D 0 q a'r 0- z 81 8 ",;e I " �> , , cz� 0 0 9 CIS p �I-C c�9 cu 000 0 0"0 00 0 0 0 0 808880006 D D " 11,ai V 24 CON C,� P.- a* rc-,, C14 r=1 04 tN An F3 ct 0 :A Orl:)Onc c! 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Z; lo as E Sedtment Characterization to two Monroe County Demonstration Canals � Report of Findings ame69 AMEC Project Number 6783-13-2563 January 30,2014 APPENDix F DEWATERING TRIAL PERFORMANCE POLYMER TEST' RESULTS Included in Exhibit D Exhibit C Canal 266 and 290 Probe Data EXHIBIT C Canal-ID Point-ID Sed_Th_Ft Bot_EI Tos_EI Northing Easting 290 3A 6.579999 -10.74 -4.16 124321.2 542570.4 290 3B 4.67 -9.01 -4.34 124339.2 542570.1 290 3C 6 -10.16 -4.16 124357.6 542570.2 290 2A 4.079999 -10.89 -6.81 124326 542338.7 290 2B 4.17 -11.32 -7.15 124342.1 542338.6 290 2C 3 -9.33 -6.33 124361.6 542339.1 2901A 4.539999 -8.64 -4.1 124331.3 542099.8 2901B 4.92 -9.85 -4.93 124348.7 542099 2901C 5.079999 -9.69 -4.61 124366.5 542098.5 266 1A 5.329999 -8.35 -3.02 132987.1 539321.4 266 1B 5.829999 -9.36 -3.53 132999.9 539321 266 1C 6 -9.37 -3.37 133010.7 539320.9 266 2A 4 -10.55 -6.55 132978.1 539883.5 266 2B 5.079999 -12.65 -7.57 132990.2 539883.8 266 2C 4.329999 -10.93 -6.6 133000.3 539884.1 266 3A 5.079999 -8.69 -3.61 132960.5 540337.3 266 3B 4.829999 -9.3 -4.47 132977.1 540338 266 3C 3.829999 -7.49 -3.66 132992.4 540338.4 Exhibit D Polymer Performance Evaluation EXHIBIT D DEWATERING TRIAL PERFORMANCE AMEC ENVIRONMENT &INFRASTRUCTURE CANAL # 266 AND #290 BOTTOM SEDIMENT SAMPLES BIG PINE KEY, FL Samples provided by: AMEC Environment & Infrastructure For: AMEC Environment & Infrastructure By: WaterSolve, LLC 5031 68' St. SE Caledonia, MI 49316 www.gowatersolve.com 616-575-8693 WaterSolveLIC January 15, 2014 Revised September 8, 2014 (GDT) Revised September 22, 2014 1.1 Scope of Work (1/2014 Samples) WaterSolve, LLC was tasked to perform a Geotube® dewatering performance trial and Rapid Dewatering Test (RDT) on residual and water samples from two canal bottoms in Big Pine Key, FL. The objectives of the dewatering trial were to identify chemical conditioning program(s), identify polymer flocculant(s), and dosing rate(s) for a potential Geotube® dewatering application. The objectives of subsequent RDTs were to measure total solids (TS) of the flocculated and dewatered residual, captured by Geotube® GT500D fabric. 1.2 Scope of Work (8/2014 Samples) WaterSolve, LLC was tasked to verify the January 2014 Geotube® dewatering performance trial and perform a Gravity Drainage Test (GDT) on residual and water samples from two canal bottoms in Big Pine Key, FL. The objectives of these dewatering trials were to verify chemical conditioning program(s), identify polymer flocculant(s), and dosing rate(s) for a potential Geotube® dewatering application. The objectives of subsequent GDTs were to measure total solids (TS) of the flocculated and dewatered residual, captured by Geotube® GT500D fabric. 2.1 Materials & Methods (1/2014 Samples) Several sludge and water samples from the canal bottom 266 & 290 samples were received at WaterSolve's laboratory(Caledonia, MI) on January 3"t and 10`h 2014. Samples of residual were diluted with water from the canal bottom, homogenized, and 150-mL samples were placed in graduated, glass jars. Several coagulants and polymers (emulsions) were "made-down" (200-mL) at a 0.5% concentration for this dewatering trial. Coagulant (0.5 to 1.5-mL - 16 to 50-ppm) and polymer (0.5 to 1.5-mL; 17 to 50-ppm) were added to a sample with a 1-mL plastic syringe and moderately tumbled five to seven times. Observations of water release rate, water clarity, and flocculent appearance were recorded on appropriate data sheets (Appendix A). Polymer(s) that flocculated and dewatered these residuals most effectively were re-evaluated with lower doses in order to isolate the most efficient dewatering and flocculating polymer(s). Percent total solids (dry weight) of the initial residual samples and dewatered cake samples (captured on Geotube® GT500D fabric) were measured according to U.S. EPA Method 160.3 (ASTM D2216). 2.2 Materials & Methods (8/2014 Samples) Eight sediment and water samples from the canal bottom 266 & 290 samples were received at WaterSolve's laboratory(Caledonia, MI) on August 20, 2014. Samples of residual were diluted 1:2 (sediment: water), with water from the canal, homogenized, and 150-mL samples were placed in graduated, glass jars. Solve 426 and Solve 164 were "made-down" (200-mL) at a 0.5% concentration for verification of the previous dewatering trial. Coagulant (0.5 to 1.5-mL - 16 to 50-ppm) and polymer (0.5 to 1.5-mL; 17 to 50-ppm) were added to a sample with a 1-mL plastic syringe and moderately tumbled five to seven times. Water release rate, water clarity, and flocculent appearance were observed to determine appropriate dosing rates. Geotube® Dewatering Tests (GDTs) were performed on a diluted test samples from each canal. The GDTs were performed generally as described in the TencateTM GDT SOP (Appendix D). Percent total solids (dry weight) of the initial residual samples and dewatered cake samples (captured on Geotube® GT500D fabric) were measured according to U.S. EPA Method 160.3 (ASTM D2216). uo 3.1 Dewatering Results - Big Pine Key Canal 266 and Canal 290 Big Pine Key Canal 266 Chemical conditioning with a dual polymer system of Solve 426 followed by Solve 164 was determined to flocculate and dewater the diluted residual most effectively compared to the other products (Appendix A). Water release volume and flocculent appearance were good to excellent at a 1.5-mL (50-ppm/ 2.1-lbs per dry ton) dose of Solve 426 followed by a 0.5 ml (17-ppm/0.7- lbs per dry ton) dose of Solve 164 per 150-ml diluted sample. The provided sample was 6.8-percent dry weight solids. The diluted test sample was 4.9-percent dry weight solids. After dewatering a 900-mL diluted and conditioned sample using Geotube® GT500D fabric, percent solids increased to 9.5-percent after sixty minutes of dewatering time. From this 900-mL diluted and conditioned sample, 150-mL and 700-mL of water was released in one minute and sixty minutes, respectively, through the fabric. Turbidity on the filtrate measured 12.0—NTU's. Big Pine Key Canal 290 Chemical conditioning with a dual polymer system of Solve 426 followed by Solve 164 was determined to flocculate and dewater the diluted residual most effectively compared to the other products (Appendix A). Water release volume and flocculent appearance were good to excellent at a 1.5-mL (50-ppm/1.7-lbs per dry ton) dose of Solve 426 followed by a 0.5—m1(17-ppm/0.6- lbs per dry ton) dose of Solve 164 per 150-ml diluted sample. The provided sample was 8.1-percent dry weight solids. The diluted test sample was 5.1-percent dry weight solids. After dewatering a 900-mL diluted and conditioned sample using Geotube® GT500D fabric, percent solids increased to 12.0-percent after sixty minutes of dewatering time. From this 900-mL diluted and conditioned sample, 125-mL and 660-mL of water was released in one minute and sixty minutes, respectively, through the fabricr. Turbidity on the filtrate measured 7.0—NTU's. 3.2 GDT Results -Big Pine Key Canal 266 and Canal 290 Big Pine Key Canal 266 Chemical conditioning with a dual polymer system of Solve 426 followed by Solve 164 was determined to flocculate and dewater the diluted residual most effectively compared to the other products. Water release volume and flocculent appearance were good to excellent at a 33-ppm/ 0.7-lbs per dry ton dose of Solve 426, followed by a 17-ppm/0.4-lbs per dry ton dose of Solve 164. The total solids the GDT test are summarized in the table below. The total solids sheets can be found in Appendix C. AM EC GDT SOLIDS CANAL 266 Raw Sediment Test Dilution 1 Day 3 Day 5 Day 7 Day 25.2% 9.5% 29.2% 30.9% 32.6% 34.3% Big Pine Key Canal 290 Chemical conditioning with a dual polymer system of Solve 426 followed by Solve 164 was determined to flocculate and dewater the diluted residual most effectively compared to the other products. Water release volume and flocculent appearance were good to excellent at a 33-ppm/ 1.0-lbs per dry ton dose of Solve 426, followed by a 17-ppm/0.5-lbs per dry ton dose of Solve 164. The total solids the GDT test are summarized in the table below. The total solids sheets can be found in Appendix C. AM EC GDT SOLIDS CANAL 290 Raw Sediment Test Dilution 1 Day 3 Day 5 Day 7 Day 18.7% 6.8% 18.9% 19.8% 21.1% 21.2% 4. Recommendations for Big Pine Key Canal 266 and 290 We recommend a dual product application of Solve 426 coagulant followed by Solve 164 flocculant at respective application rates of approximately 1.7 lb per dry ton and 0.6 lb per dry ton for dewatering the residuals in a Geotube® application. A required quantities and preliminary price estimate have been included in Appendix E based on the recommended application rate and estimated quantities of sediment to be removed. Moderate mixing energy is required between the polymer introduction points and the Geotube® containers (e.g., one to two bends in the discharge line and/or inline static mixers). During the implementation phase, residual polymer testing should be conducted to determine if polymer is present in the filtrate and, if it is present, the quantity. This testing is typically completed per `Determination of the Presence of Polymer Using the Flocculation Method" which is also called the "China Clay Test". Qualitative testing is typically done in the field as a gross determination of polymer present in the water. The quantitative test is a more precise test meant to be conducted in a laboratory setting with controlled conditions. We anticipate that testing for turbidity will be required during the active dewatering operations. This testing should be completed per the accepted methods in order to demonstrate compliance with the permit requirements. The chemical conditioning program has been selected based on meeting predetermined filtrate water clarity requirements. In order to most efficiently apply the chemical to the dredged slurry and minimize the potential for residual polymer, it is critical that the chemical feed equipment is closely monitored. We recommend a system that automatically adjusts the chemical dose(s) based on the in line slurry flow rate and solids concentration, such as WaterSolve's Chemical Control and Tracking System (CCTS). Because the chemical dose is matched with the in line slurry conditions at all times, this system represents the best available technology to insure that the proper dose of chemical product is added to optimize dewatering and minimize the potential for residual polymer. An experienced operator will monitor the system and make adjustments, if needed, as the characteristics of the dredged material change. A summary of the CCTS is provided in Appendix F. Photographs: Dewatering Trial fi One hundred fifty milliliters of the test dilution from canal 290 treated with Solve 426 (1.5-mL) followed by Solve 164 (0.5-mL) shown on the left. Cake and filtrate after dewatering with Gcotube® GT500 fabric are shown on the right. Photographs: GDT testing t7 t Homogenizing and diluting the samples prior to testing. Y ll VI liM Sample being treated with Solve 426 followed by Solve 164 prior to dewatering with Geotube® GT500D fabric. ) 1J� aipCfi,���Viilmn Ili i i + Il!�d1�111�III�IIIIII I iill�� III�'��jl�u�i�i��iltflN j i , IV j ° � � �IllllllUpil 4 V f i PI Released filtrate after treated sample was poured into Geotube® GDT container. Appendix endix A - Dewatering Trial Page--4' of WaterSolve,LLC CWq thWnq about your water treakmat' DEWATERING TRIAL PERFORMANCE Date: Customer: Analyst: Location: "I Equipment in Service: 1=8est 6--Worst ,Jar Polymer I Polymer Dosage I Sludge Feed Water Rel.I Water Floe Cake Comments Number Name Polymer make-down concentration=-L/ Dilution of test sample Zt,, "7.7 7" 0,`o 2 3 —9 < 4 6 4 Aell 7 S 10 A 11 12 13 14 15 16 17 15 19 20 21 22 23 24 25 26 27 F- 28 29 -rq 47"✓ 4� i3y 2 q -7/IL "p'�'/L) T 1Z c,,4 Additional testing was performed on the |3 t1l and the |4m of January Page of Wat�erSolve,LLC Ch5ady fficking about�avr wat"eatment! DEWATERING TRIAL PERFORMANCE Date: customer: AnalYst� Location: Equipment in service: ?=Best 6--Worst ,Jar Polyme; SludgeFeed WaterRel, I Water !Floe C,ake Comments Number I Name Clarity Appearance Appearance Polymer make-down concentration % Dilution of lest sample, —2 3 Z L 4 5 —6 -7 1 1 211, 1v z 9 10 12 13 14 15 16 17 18 20 21 22 23 24 25 26 27 29 28 Appendix B - Dewatering Solids (1/2014 samples) Total Solids Determination Percent Dry Weight Customer Name/Application Date Technician__ Oven Temperature Saniplell)�"-�40 Dish Number f Dilution "al_311E 9 g Dish,Sample(dry) tr 7-7 Dish(dry)= Dish,Sample(wet) Dish,sample(wet)—Dish(dn,-)= 0_±L_ff I Dish,sample(dry)—Dish(drv)= B) Total Solids 13— A 100= 6 %Dn,Weight Solids Samp le ID 1(z0' kj Dish dumber 7 Dilution e 5/ 1b g Dish,Sample(dry) .1�� Ovet) Dish(dry) "11'1 1�'lg Dish,Sample Dish,sample(ivet)—Dish(dn') Dish,sample(dry)—Dish(dry)= _LB) Total Solids B—Ax 100= %Dry Weight Solids Sample ID Dish Number Dilution Dish(dy) 1 6` Dish,Sample(wet) g Dish,Sample(dry) Dish,sample(wet)—Dish(dr.y) (A) Dish,", riple(dry)—Dish(dry) B Total Solids B+A 100— 9 %Dry Weight Solids Sample IDZL YAL't Dish Number Dilution ' Dish(di-.v)= Dish,Sample(wet) = / 9 Dish,Sample(dn, Dish,sample(vet)—Dish(drv)=—LLiLLAI Dish,sample(dry)—Dish(dry) Total Solids B . A 100= %Dry Weight Solids Total Solids Determination -Percent Dry Weight Customer Name/Application Oven Temperature.—/—, Date -,,,-.,-Technician Sample ID Dish Number Dilution------------------------ Dish(dry)= 'g Dish,Sample(wet) L__"- g Dish,Sample(dry) . ...........g Dish,sample(wet)-Dish(day)= (A) Dish,sample(dry)-Dish(dry) (B) 6,- Total Solids B A x I(R) bl�' %Dry Weight Solids Sample ID Dish Number 'Z Dilution Dish(dry) g Dish,Sample(wet) = Dish,Sample(dry) _g Dish,sample(wet)-Dish(dry)= (A) Dish,sample(dry)-Dish(dry)= (B) Total Solids B t A x 100 Dry Weight Solids Sample ID Dish Number Dilution Dish(dry)= .�L-1 ,11( Lg Dish,Sample(wet) g Dish,Sample(dry) Dish,sample(wet)-Dish(dry) Dish,sample(dry)-Dish(dry) 57:�,� Total Solids B A x 100 Dry Weight Solids Dish Number Dilution-_ ()Sample ID Dish(dry)= g Dish,Sample(wet) g Dish,Sample(dry) Dish,sample(wet) -Dish(dry)= (A) Dish,sample(dry)-Dish(dry)= Total Solids B-' A x 100 %Dry Weight Solids Sample ----------- Dish Number Dilution Dish(dry)= _g Dish,Sample(wet) = g Dish,Sample(dry) Dish,sample(wet)-Dish(dry)= (A) Dish,sample(dry)-Dish(dry) Total Solids B-1 A x 100=_%Dry Weight Solids Appendix C—GDT Solids (8/2014 samples) Total Solids Deterntinsition _ Percent Dry Weight Data � .� , . � " � Oven tearp rw r _� r � rrr l ID _ „ , Dish Nuttrber l ilrr�'irsrr Dish(dry) a....Lr 4 l islr„Sunple(rrwet) t';trslr yirr,rrr(°rls(rtt'y) ,�.. Dish,srr ( et:) Dish(dry) *. .w ` ` � �D , e °-lasl (rall , .�..1 Total Sot ds 8 + d tl'10� �,.. ,,.� ,l„)ry weiglrr solirls .''ample,�� � �� �� . ����ro...k�,,. (s aant� �„� i.lutirsr � �'s �� � RRR_��. [Ash(dry) " g Dlrlr„ Sampicc t) . : ...n.g Dish,Srsr ple(dry) = , - 'u� '"' Dish, ssrrslsle(we,()--(,dish(drys) �� Visit.srtrrrlrl (dry)Dish(dry) L � w"""� , av 1`rrtal Solids 8+A s toll � � Dry Wei ri l ofids Sairiple 1 ...... x �.., Dish Numbef ,� ..., „u.,.. ,o t"yiluliorr Dish(dry) Dish arnple(WCO Dish, rrrrrlrlr:(dry) , Dish,ssrrrlrle(wet) -, Dislri(dry) Total 8r id& B�L A s 100 .... .,%Dr i��rt Solids Diw,„is rrrxrlrs r 1"M lion u� rrrr�l"rrr� 11;� .. � � Dist)(dry)= —___g Dish,Sarrrlrl (weir) g Dish,,Saniple,(dry) Dish,rrrrarrlrle(wet) -Dish(dry)� ud � .. (,� tirsisr ssrupi ((jryF) - l)islr(dry) Total So ids tt rr 1 _ry1 Dry Weight,Solids rrrtsl lr-.... .....m �.,w ... lrsllr yrrrtasr ,m _,mm._� .,. 1,„wrlr�rtrarrr_w „ mm�„M.. _ Dish(dry) EXA,Sample(wet) g Dish,Sample(dry) .. ' Dish,srrrrr(rlw:;(wet), htislt(dry) Dkh,s rnple(dry)., DWs ,(dry) TocalSolids t •r-A s l( ) ���... Gila Dry Aw l lrt Solids Total Solids DeterminalJon-Perctmt Dry Weight Date 0v' mw'i mwaampw xamams ._...., _" f Sample tD,�f��M.�.. 'rr (�a mim*miaam�aimm a .... ' t aiwmm.im,mmw17ze Dish(airy( g Dii'h sample(mw?mmt) Dish,(m„Sammawpmi (dip MAi.sWmnmmimiwx(wei)rt.. Dish(dry) m " �; I&I Dish,sawarrpl (dry)—Dish( `) Total Bonds tit� ........m �.�,.(( Dry WeigIa Solids o t iAm Wry) ,°,,,,,,,,, it Dish,Sample(wet) �t� ,Sample(dry) ^w (°)brim,sa rnpmimm(wet) Dish(dry�,i � r��,w.( i°mw,wia sammmmpmiw,Catm,pri , i)isia(aim ( Total Solids h A x 100 15,Dry Wcig(mt Soli& ample ��i �7u man�it rA.�o, � � i� Dish(dry) —11.1�11L-LLL'_ Dish"sampk(wrs m) :��� . .��. r, ...,.g Dish,sampic(gym"Y) Dish,samamapmle(wmamp—Dish(dry) `,�� ','... .(." � Dish,s mmmp>le(dry --Dish(day) w Total SoUds B a A x 100 , o(:h y'Wei ht Solids mmmpps p'�an�h Numm�m m�fi 1^ �, N , MAI(dry) �� ........., '. J_ ' i"mrosim, ammn ie( 't) �� ...L Dish,Sample(drywI ' � Ti. W't,sample(w el) Dish iaim�i � w � ;.L ( Dish,sia,mmmaavpwWm,(wiry') q)psim(dry) °"olal Solids Bi, A mw ttt(t iWpm•tg Wc mp((a( amiaat;,, aaarniaiwmi("a_ DM Dish i;wia (� w .,. [)is ,Sammpfe( el) .� .a tro imawwim,sample(dry) tmr.w(a, �sam pmDm (wet) t�°mi (a(dry) ___ p � t. i ism,saammpmtr�;(shay) °�Dish(mia i 'I'otai 4i t( ' A x 100 d.,wa ms'.(" wetight Solids Total Solids Morminsition - Percent Dry Weight 'ustot tier Oven Tammaapaaaammasrme Nkammalm,a, Ddu°salcaum _,,.... . "i la(dry) g IN"/la,Sample Iwyamm, .. ,,.°g 1 l sh Surnpic(a)a.,rn) .. � � "., 1asla,,wmaaalalawu).,.Dish r9 °. 1'nwsla„waaa ,. llm ). i (ala ) a ' TOM SOW B +A as 100 � , Dry Weight Solids Dish(dry) �m l:;nawla waamam al )wwaa ) " . g l,:til Im„Sample(dry) �Pzz g-4- w DWI,saamaapI (wo) L;hs)a(dry) �P � ) �'�a�p� ��aau�� aa;��° � ���mgDa�a�� � M (H) Total Solids tt t /,.% Dry Weight Solkls amma pl mah pwa°aaA a a .w�...� . .� . ,,.,l 1 a Dish(dry) � G°,�,"„� t; a^��Ia amaaulwla.(wet) .��. �„ �������"� Dish,Sample(dry) ° ,.a, 1,,g t lsla, suaa lalaa l s al DO)gala 1�is .s rn laa 1 ) ° ° Ia)u(dry)a ,,. aam mle llak,sa li )mamaiva�mm faadtwa a Inmlia(.a)a, ) mla, aalal (wt) ... _.g ,ma.daw amaalmle.(tlav) I ma uaPam~^aaa°wlakm(Wet)—Okla balmy ���..�. _o �� Dish,,uimpk (dry) Mda(dry) l:`ao, l Solids B- N ua tC a w°.,� ...u, ,...14, Dry W a laa Solids Sample �� ............... �._. Dish No-,iuml� l:a OI(dry) k'*slu s uniple(Well ��. �.. �W hush,Srrnplc(dry) Dish, sample ple( em)--Dkh kdrylu �. .� tmv,°spa,5 amam l Wry) Dish(dryr Total Solids U A Y, 111)a � %4.4y i„fi t solids Total Sofids Determimation - er" ce tt Dry Weight Cu mmm m comet a mIN tma'mmm,,, �m u�.( " a�P �" a � ^� (: t .,mxra Lure- wA ...._.�...... °u (aauma muu .,"��".. °.uM,,,', ..� _._._�.__.__ .,......( m�rhl ,�.�",. . .,.. tl iOi(miry)=", Ism g ["A'sh,' .tu'iiapl 04,01) �� ��"�u�nu�pi (dry) , m ... t)uq(m,sample Outut(-Dish(dry):° �µ (��) .,..,,�„� Dish.samtmmplie(dry'( 11ms t("m(t' ) Total( ummtids t wuA x 100, sitinple (t) ( (t utatm ... .,.F mmut(tmmm Dish(dry) � ,�,.�,� g INA,Sample(wet';) g Dish,Sample(dm ) t")ush, mmmmtm(m( (vvci( Dish(&y) (' (s4,,sample(dry) Dish(dry) ,t'amtmml Solids It +A x Its � .� „ � Dry weigja SON& utu ( t'(:� �� ,dw ,. Dish N" umumm u _1-1,11-1 Dilution (':)(Mu(dry)z -.,,-,,..t t,�Xuutu,surnpic(wct) R Dish,Stmcmm(m(u:(mom°Y( Dish, u"«mmtmm(m(mu(wet)-Dish(dry) � , Dish-sample(dry)--Dish(dry) Total Sofidsfi t toM („teat'Weight Sofi& (a im ( � a. �. (uu Number-..,...�,........... �..._, Nm(m(r( � Nsb:ti mm�pl (1mret�W .... �. _,..��� ,, 1, rmm fl (dry) _g ; ("(t,;tummu)mN (wet.) ...Dish Qa(t ;,., �. r Nauftu, umamm(m(uw(m(m ^°ri t)( (m(dry) " uumum(m(CO m.u�« ..., ,...coo ,b Dish umm�.��r ("Ju((uatutmm°m (")r'v a(dry) �� )um�)m ,.""mm7n (e( t) g Owsqm„Iam(m(m (ul° ,N� Dish,sa mmpIc(dry) -I')sh(dry) Appendix D e nP iinii of i I �P r IN"ITENCATE 'rwtef ndnka, 6 "rr ke, a e$,fterrarce m„ F ,,ioa, ' Rcupcired Eqitmpmiiaitt for the UwatAO GDI'Test, al Fumiefto 1200 Ojostbm buckets amJb"Pmring pw ap m4mmr4aaWe sWxd elamcaaaa;,&A wft ,aamrmm m4a it enchment DT surW11 GOT bog(Owlkne i„ , m 35 pp to 0 got plasbc rawrammkw.i"of wmm e' , Lawapa mmmwam4a lwmml , SIOW-Pips w4a4m 2*aliMe rlamaaaad adapter ter 10, One 5MMI beaker 4'4. Latex qkmg 12, 94nd mamas 4maar Rokmoce T"C�sto GeatuboMchum fawn x0enr makedow owterWs, 17em,Cata 44 mbe reps have a cusUim staind tow the CDT(Sue p bmmmma m k ,„ ew,as mam,maaml can 4 created from locafty,aarwfls e msb'Ri 4s omcfii m m'1 'x m ""paWstm Me w milk,crams s l ced io as palaa fit,,owndef„bed amm age twx (See pmmaawmre) U rt'jua4aam m e(Im Wo pwaa aa'fmaa.Nmma t Ja pir�je a Geotxfllael 0,0'r 4Naaarigs mmabem a pa4 su4m ama as tam 15 gabnes) 4maw m;mmmaammam tic's¢de laaaamamam do AM 44maaam 4 Maaa4lwma aaa mama uo do alaaakaarido 4 vafkabie con aaa4rm maad as de arwmG w pasawraaa 5, Emiuctuira GOT* 64 o as G p 4'aam Wablam solo ammo aaO 44-m;aaw4aaaaaam4mwa pnl4aaa4a.aa de'fl Z,170 p4aaowm mmapawaamma wham bore aaamu 4aa 0 Tuberie do 2 pam4ppamdes con idepudw maas m'k;a macho 40 Uaaam aaamma ppaaamu m;4O de 5w asap 44, 4laammow es li4am 4aidem Q limpia4cr piawam de amamrvio Revim of failmso TerkCmW GookftROT pace esicmwl m to dk,, l ma dof poOmwo, ._Nftik'b.... WMNWIWq „„„„„ti W"NINM,?MADNN„„ @„ WIN'. POWWOW" A Demonstration of Geotube"' Dewate6ng Technology The Geowbe*GDT Membe Dowatering Tesd is a dears omuntion d slui*dowaturing Aming a OwAube cunuinex.The purWif*of Me lut is w 0 Ulwatize,the doweleflng p(me" 0 Evaluate the Officsfincy 01 theseWond p(Avlow * AnMyze the c4rdy of the alfluent # Predict achkwablo;wment mikds, Colect approximately 15,,25 p 4an Is(57 445 III M Stwida", mix the fwWmIks in 4 latIge caidaient ASO gARI'm(190 mm's trash can is a gcvd Chok e to easum ungorm4y. V7 lbe pow cent sod ds o(Om Oudge bs bw,a largef swp;Je ravy he needed, two Stop 2 AssembIv the GOT trmne and pbco a gaNm 032.170 htesi g4aslic comaiw or Imm'vWer the fivne to catch the offlueryt PWtv a GOT Bog on top W tht)hame a"d mert the wpphed 27 in 0 5 cm)sund-pope (The pirm mfAlasents approx,11 pq4 0 head p4essurel W OW 3 p4rmar and dtmqe will have N" ftorn banch,scale lesmg, MaW dnwm Ow polVinef otu R*,*ei A;xilyuw malm dami Chall is avadaum NzaTenCate Gemdm'mu the(NOYmet k'Ao 1,110 faud(pk$441440 unng a vaemWa-WwJ**cwk drif and poW, mkor aftwhinp,mvi untA fkx',xc foromed Z ......... al,ftmacwmu7rhamv A: c Stop �lf fi Ow Sat Beg aau,4a conditione4 slucItle t ip atdo the Inp W the w t f s aW WcWt awl finvWl Can he 10filtrad in f et t t fit tit st a . f off of Ow 9tattsm,a of ftwV back tuts in the pafuat arid aveftm 1"his iW *no Wkqw The of concem wwe the Test r Bag has ct Weted vonse vniume ofOadge, Stop ff UvIonue to f M the Gff'f " sludge as ropid4y as F' NI i possible umiw4 If*s6d9e the had�xficabftg f pst tN'66 strip Ct ep ✓'/;r��u�, effluent sampks from the,Comet of tmg, "9° o offivent shoWd be tatutt fur cfmOy aa¢ ssutugtf�ats csma W takeft, fats°testing 9f so wf af. li �, 1�1 i�iii'�iY�r IICIr i�P9Vw r i"i"" /rr >;; �� wwPaktafu lhYfp„C"'al"bft9u After the OU f feat Sag has had ankp,W taaa e tat evsstrta as vase 9 cA dowalwadsludge tArt gibe tRGftcte4f to wtA maVxw mantwe toatitaaWt and p at;wttut dewatetedsohds.The findiogs may In extrapokstad to f/kG pwiect GOTAnt awn he a�as f toe the duww t N�s taVwa its arwat 9atf�awa ca nWV%s& fry p rr�r U,'V°k "(92;1N(,i ',,D tor'Yr 'i 0 0 00 00 00 0 0 0 0 c o O O N a N ©,Z E c� cm i 6�4 0 V CD b9 b9 5A y m i 110 CD oc ❑ O 6Ni GC 000 N r- y ❑' ^ tu ai b9 C7 0 ca y � 0 o U i 3 r o y L4-4 A c E+ ° 3 > O a byn a o E o a o b o a 4.1 o ,� bn •�, �; � s� ;.., bA N cC � Y C7 O O s•r bACD y ° 3 LM 3 o .� o to O O ❑ — O = O O' :C 'c3 U 4-4 d a -° cr rp C�C o CD � a) �_ -y O O ct 4.1 3 p a U : p Q o 4-4 p� (+) rl C7 N 00 U r. � a\ M ll D a LL C rq rq o u m y N Im cr y H v1 qj rn 4.1 E Z y F� y M 0W y y C W CL aQa � N y r u W r� 0 � cCbjD bb a y a y y tt y ? c y y y p U a o v o bb ? d �� d c '> °J ° o a�i c�C � o y y �' iC � � p -•yG C 'G y � � � n � O. 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ID- U 3 E Q w U Ca U d O w E W + W w U U ¢ E y m F y o y o o o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0CA y c o a o o v cc �: U — .— a r3 -c' w "�ENCATE Geotube® Estimator Geotube English Units Input- Known Volume Version 11.2A Jeff Baker 12/7/11 Project Name: Big Pine Key-Canal 266 Location: Big Pine Key, FL Contact: Stephan Hanks Date: 10/10/2014 Type of Material: Canal Bottom Sediment Input Units output Volume 8,2210 Cubic Yards Total Volume Pumped Specific Gravity 1 60 Wet Volume per day • Solids in Place 25 2% Wet Volume per day • Solids During Pumping 5 .5% Total Bone Dry Tons Target dewatered % Solids 2 ''° Estimated Pumping Days % Coarse grain &sand* 2 2""/ Estimated Dewatered Volume %Coarse grain&sand is removed from the calculation for volume reduction Estimated Dewatered Weight due to dewatering and added back in at the end in required Geotube®volume. Estimated Geotube®Quantity: Production: CircumferenceX Pumping Height Pumping Rate GPM 600, 30'X 6.5' Hours per Day 5 5 45'X 7' % Efficiency "'Iw2'' r 60'X 7.5' 75'X8' Material type: 80,X 8' mliHlts airldioliir Oil ouimliics 90'X 8.5' 120' X 9.0 Percent of Maximum Filled Capacity 55'X 7.5' 50/6 Estimated MDS Geotube®Unit: For MDS Applications: MDS Dimension Le al Hauling Capacity "I ,, Tons 22.5' X 22' Disclaimer: No warranty or guarantee expressed or implied is made regarding the performance of any product since our control. This document should not be construed as engineering advice, and the final design should be the resp( project manager. "�ENCATE Geotube® Estimator Geotube English Units Input- Known Volume Version 11.2A Jeff Baker 12/7/11 Project Name: Big Pine Key-Canal 290 Location: Big Pine, FL Contact: Stephan Hanks Date: 10/10/2014 Type of Material: Canal Bottom Sediment Input Units output Volume 4,7010 Cubic Yards Total Volume Pumped Specific Gravity 1 60 Wet Volume per day Solids in Place t 3 "' / Wet Volume per day % Solids During Pumping 5 ;8no Total Bone Dry Tons Target dewatered % Solids 21'1 Estimated Pumping Days % Coarse grain &sand* 2 2""/ Estimated Dewatered Volume %Coarse grain&sand is removed from the calculation for volume reduction Estimated Dewatered Weight due to dewatering and added back in at the end in required Geotube®volume. Estimated Geotube®Quantity: Production: CircumferenceX Pumping Height Pumping Rate GPM 600, 30'X 6.5' Hours per Day 2 5 45'X 7' % Efficiency "'T51"/r 60'X 7.5' 75'X8' Material type: 80,X 8' mliHlts airldioliir Oil ouimliics 90'X 8.5' 120' X 9.0 Percent of Maximum Filled Capacity 55'X 7.5' 5'0/6 Estimated MDS Geotube®Unit: For MDS Applications: MDS Dimension Le al Hauling Capacity "I ,, Tons 22.5' X 22' Disclaimer: No warranty or guarantee expressed or implied is made regarding the performance of any product since our control. This document should not be construed as engineering advice, and the final design should be the resp( project manager. 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