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Item O3
0.3 County of Monroe P W ;� w 1rJ� BOARD OF COUNTY COMMISSIONERS r,�� Mayor Craig Cates,District 1 The Florida Keys Mayor Pro Tem Holly Merrill Raschein,District 5 y Michelle Lincoln,District 2 James K.Scholl,District 3 Ij David Rice,District 4 County Commission Meeting March 22, 2023 Agenda Item Number: 0.3 Agenda Item Summary #11162 BULK ITEM: Yes DEPARTMENT: Sustainability TIME APPROXIMATE: STAFF CONTACT: Rhonda Haag (305)453-8774 N/A AGENDA ITEM WORDING: Approval to reject bids and readvertise for the canal 90 backfill restoration project in Tavernier, funded by Stewardship grant LPA0241. ITEM BACKGROUND: This item is to reject bids and readvertise for the canal 90 backfill restoration project as part of the County's canal restoration program. Canal 490 is located between Hilson Court and Ivanhoe Court in Hammer Point Park on Key Largo, Florida. The Canal ranks 411 on the canal restoration-ranking list under the Canal Work Plan and the construction work on the canal (backfilling)was estimated at$729,511.93,. Bids were opened July 14, 2022 and 2 vendors responded. The low bid was $990,638 — 35% above budget. During negotiations, it was noted an error were made in the RFP in the tonnage of fill material needed (stated amounts were too high) and that the access lot was not fully secured. Due to the length of time (8 months) that has passed and a proposed increase in the low bidder's price it is recommended to reject all bids and readvertise. FDEP Stewardship Grant LPA0241 funds this work. The Canal 490 Backfilling project is a continuation of the canal restoration program in accordance with the Department of Economic Opportunity (DEO) canal restoration work as detailed in the Canal Work Plan of the Monroe County Comprehensive Plan. The project backfilling activities are to be completed so that a natural benthic community can be established. PREVIOUS RELEVANT BOCC ACTION: 08/17/16: Approval to advertise on call professional engineering services for the canal restoration program, including Category A — Canal Master Plan Program Planning Services, Category B —Canal Infrastructure Engineering Services for Projects and Category C—Environmental Engineering Services. 12/14/16: Approval to negotiate on-call contracts with Amec Foster Wheeler, Inc. and Tetra Tech Packet Pg. 2997 0.3 Inc, the two highest ranked respondents for Category B - canal infrastructure engineering services. 04/12/17: Approval to enter into a$0 on-call contract with Tetra Tech, Inc. for Category B canal infrastructure engineering services. 08/21/19: Approval to enter into a$0 Amendment No. 1 to the on-call contract with Tetra Tech, Inc. for Category B canal infrastructure engineering services to include the contract provisions required for federal grant work. 04/21/21: Approval to enter into a no-cost one year renewal under Amendment No. 2 to the on-call contract with Tetra Tech, Inc. for Category B canal infrastructure engineering services to extend the termination date to April 11, 2022. 10/20/21: Approval to enter into an $88,425 Task Order No. 2 to the on-call contract with Tetra Tech, Inc. for Category B canal infrastructure engineering services to provide design,permitting and procurement services for the canal 90 backfill restoration project in Tavernier, funded by Stewardship grant LPA0241. Also: BOCC approval to FDEP Stewardship Grant LPA0241. 03/16/22: Approval to advertise a Request for Proposals for the canal 90 backfill restoration project in Tavernier, funded by Stewardship grant LPA0241. 09/21/22: Approval to enter into negotiations in rank order with the vendors for the canal 90 backfill restoration project in Tavernier, funded by Stewardship grant LPA0241. CONTRACT/AGREEMENT CHANGES: Revisions to RFP include reduced amounts of fill, revised drawings and permits. STAFF RECOMMENDATION: Approval. DOCUMENTATION: Bid Tabulation Sheet C90 RFP-Revised February 2023 - for March BOCC Exhibit A - REVISED Canal 90 Drawings for RFP42 Exhibit B - Canal 490 Ecologial Assessment Report Exhibit C - State Grant LPA0241 Exhibit D - Bathymetric Survey Exhibit E- Canal 90 Permits FINANCIAL IMPACT: Effective Date: N/A Expiration Date: N/A Total Dollar Value: $TBD Total Cost to County: Current Year Portion: $TBD Budgeted: Grant Funded Source of Funds: Stewardship Grant LPA0241 CPI: No Indirect Costs: Packet Pg. 2998 0.3 Estimated Ongoing Costs Not Included in above dollar amounts: $0 Revenue Producing: No If yes, amount: N/A Grant: No County Match: No Insurance Required: Included in the RFP Additional Details: 10/19/22 NEW COST CENTER ADDED $0.00 REVIEWED BY: Rhonda Haag Completed 02/22/2023 9:56 AM Cynthia Hall Completed 02/22/2023 10:30 AM Purchasing Completed 02/22/2023 10:47 AM Budget and Finance Completed 02/22/2023 1:00 PM Brian Bradley Completed 02/24/2023 9:11 AM Lindsey Ballard Completed 02/27/2023 3:26 PM Board of County Commissioners Pending 03/22/2023 9:00 AM Packet Pg. 2999 ( SEPOA - a lUa n U! II! )io 06 ) 060 49aqSuogejn ! :4u9wqoej4Vo � o Ci M O G. d J4 U N RS S p. } O � } C Z � N Q 0 p °� U V O 01 n 0 s a a a Z � } a W 4- � W Z O W L UJ •- O > o > Q � WM ODGO�G � o �- W U. (h � JO m o o a 3 G W Z N W 0 "' "' } > Q � ON WNJrI = iZiO oQmJ aov o Co ujWQ � q G Z Q c n 0 = v o .T o Z U L } W � u o a Q C _0 L 0 W Z N C o j o 0 w E f° V I• 0 C OWG co o_ o a c z J W N q o J w L N cn °zS U. =3 L L Y c m _0 Q a _' I- } o 0 m H i m 0.3.b MONROE COUNTY BOARD OF COUNTY COMMISSIONERS REVISED Request for Proposals ForMA Backfill Restoration Water Quality Improvement Projects Canal #90 Hammer Point Park, Key Largo, n� Monroe County, FL t 4 W W 94 f 6 u BOARD OF COUNTY COMMISSIONERS Mayor Craig Cates, District 1 , Mayor Pro Tern Holly Merrill Raschein, District 5 Michelle Lincoln, District 2 James K. Scholl, District 3 David Rice, District 4 n� COUNTY ADMINISTRATOR CLERK OF CIRCUIT COURT Roman Gastesi Kevin Madok, CPA E IIIftr6h 2023 PREPARED BY: Monroe County Sustainability Department Rhonda Haag Packet Pg. 3001 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL TABLE OF CONTENTS TABLE OF CONTENTS......................................................................................................2 NOTICE OF REQUEST FOR COMPETITIVE SOLICITATIONS........................................3 SECTION 00030 - PROJECT GENERAL INFORMATION...................................................... 5 SECTION 00100 - INSTRUCTIONS TO PROPOSERS.......................................................... 8 SECTION 00110 - PROPOSAL FORMS................................................................................26 SECTION 00120 - INSURANCE REQUIREMENTS AND FORMS ........................................36 SECTION 00163 - PRE-PROPOSAL SUBSTITUTIONS........................................................46 SECTION 00230 - SITE SURVEY .........................................................................................51 SECTION 00300 - SCOPE OF WORK ..................................................................................52 F SECTION 00350 - MILESTONE SCHEDULE/LIQUIDATED DAMAGES ...............................61 SECTION 00500 - SAMPLE AGREEMENT...........................................................................63 SECTION 00750 - GENERAL CONDITIONS OF THE CONTRACT......................................86 ' c� SECTION 00970 - PROJECT SAFETY AND HEALTH PLAN..............................................119 SECTION 00980 - CONTRACTOR QUALITY CONTROL PLAN .........................................133 SECTION 00990 - SPECIAL CONDITIONS.........................................................................138 u SECTION 01010 - SUMMARY OF THE WORK...................................................................139 u SECTION 01015 - CONTRACTOR'S USE OF PREMISES .................................................142 c� SECTION 01027 -APPLICATION FOR PAYMENT.............................................................143 SECTION 01030 -ALTERNATES........................................................................................153 0 4- SECTION 01040 - PROJECT COORDINATION..................................................................154 rn cN SECTION 01045 - CUTTING AND PATCHING ...................................................................158 cN SECTION 01050 - FIELD ENGINEERING...........................................................................159 SECTION 01200 - PROJECT MEETINGS...........................................................................162 SECTION 01301 - SUBMITTALS.........................................................................................165 SECTION 01310 - PROGRESS SCHEDULES....................................................................168 SECTION 01370 - SCHEDULE OF VALUES.......................................................................170 , SECTION 01385 - DAILY CONSTRUCTION REPORTS.....................................................172 SECTION 01395 - REQUEST FOR INFORMATION (RFI)...................................................174 SECTION 01400 - QUALITY CONTROL .............................................................................176 SECTION 01410 - TESTING LABORATORY SERVICES ...................................................180 SECTION 01421 - REFERENCE STANDARDS AND DEFINITIONS ..................................183 SECTION 01500 - TEMPORARY FACILITIES.....................................................................189 SECTION 01520 - CONSTRUCTION AIDS.........................................................................191 SECTION 01550 -ACCESS ROADS AND PARKING AREAS ............................................193 SECTION 01560 - TEMPORARY CONTROLS....................................................................194 TABLE OF CONTENTS Page 2 of 207 Packet Pg. 3002 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL SECTION 01590 - FIELD OFFICES AND SHEDS...............................................................196 SECTION 01595 - CONSTRUCTION CLEANING ...............................................................199 SECTION 01600 - MATERIAL AND EQUIPMENT...............................................................199 SECTION 01630 - POST-CONTRACT SUBSTITUTIONS...................................................201 SECTION 01640 - PRODUCT HANDLING..........................................................................205 SECTION 01700 - CONTRACT CLOSEOUT.......................................................................207 SECTION 01710 - FINAL CLEANING..................................................................................210 SECTION 01720 - PROJECT RECORD DOCUMENTS ......................................................212 SECTION 01730 - OPERATION AND MAINTENANCE DATA ............................................215 SECTION 01740 - WARRANTIES.......................................................................................216 Exhibit A Design Drawings Exhibit B Engineering and Environmental Report c� Exhibit C State Grant LPA0241 from the Florida Department of Environmental Protection Exhibit D Bathymetric Survey 0 Exhibit E Permits Q N LL nCL E TABLE OF CONTENTS Page 3 of 207 Packet Pg. 3003 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL NOTICE OF REQUEST FOR COMPETITIVE SOLICITATIONS NOTICE OF REQUEST FOR COMPETITIVE SOLICITATIONS NOTICE IS HEREBY GIVEN that on hisco at 3�flflii P.M[., the Monroe County Purchasing Office will receive and open sealed responses for the following: Backfill Restoration Water Quality Improvement Projects Canal#90 Hammer Point Park,Key Largo,Monroe County,FL Pursuant to F.S. 50.0211(3)(a), all published competitive solicitation notices can be viewed at: www.floridapublicnotices.com, a searchable Statewide repository for all published legal notices. Requirements for submission and the selection criteria may be requested from DemandStar at www.demandstar.com OR www.monroecountybids.com. The Public Record is available upon request. Monroe County Purchasing Department receives bids electronically. Please do not mail or attempt to deliver in person any sealed bids. Mailed/physically delivered bids/proposals/responses WILL NOT be accepted. c� The Monroe County Purchasing Department hereby directs that bids be submitted via email to: OMB-BIDS&)monroecoun -fl.yov, no later than 3�flflii P.M., ois iurmscii-t. Please submit your U confidential financial information in a SEPARATE EMAIL from your bid and required U documents. Your subject line on both emails must read as follows: U PROPOSAL—Backfill Restoration Water Quality Improvement Project Canal#90 Hammer Point Park,Key Largo,Monroe County,Florida iiirmseii-t Files that do not contain this subject line WILL BE REJECTED. Please note that the maximum 0 file size that will be accepted by email is 25MB. Please plan accordingly to ensure that your bid M is not rejected due to the file size. Should your bid documents exceed 25MB or otherwise be Q rejected or undeliverable to OMB-BIDS&)monroecounty-fi.gov, in advance of the bid opening, N please email: omb-purchasing&)monroecounty-fl.gov so accommodations for delivery of your bid CU can be made prior to the bid opening. Please be advised that it is the bidder's sole responsibility to ensure delivery of their bid and waiting until the bid opening to address or confirm your bid U- submission delivery will result in your bid being rejected. A The bid opening for this solicitation will be held virtually,via the internet,at 3:00 P.M.,on iiirmscii-t. . You may call in by phone or internet using the following: CL Join Zoom Meeting https://mcbocc.zoom.us/i/4509326156 Meeting ID: 4509326156 One tap mobile: +16465189805„4509326156(New York) +16699006833„4509326156(San Jose) < Dial by your location: +1 646 518 9805 (New York) +1 669 900 6833 (San Jose) Publication dates: Citizen: Sat., insert Keys Weekly: Thur. insert, News Barometer: Fri., insert NOTICE OF REQUEST FOR PROPOSALS Page 4 of 219 Packet Pg. 3004 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL SECTION 00030 — PROJECT GENERAL INFORMATION Backfill Restoration Water Quality Improvement Projects Canal #90 Hammer Point Park, Key Largo, Monroe County, Florida In 2013, Phase II of the Monroe County Canal Management Master Plan (CMMP) was completed that evaluated the conditions of the Keys canals, prioritized the need for water quality improvement, and identified appropriate restoration options for each canal: • Culvert • Organic Removal • Backfill The CMMP selected technologies, above, that could address the specific Class III water quality exceedances (dissolved oxygen and nutrients) within the canals and surrounding near shore waters. Depending upon the specific canal(s) selected, one or a combination of techniques U were proposed. The CMMP provided an initial technology selection as well as, the U ranking for prioritization and selection. In response to the recommendations of the CMMP, Monroe County in 2014 allocated approximately $5 million for the restoration of water quality in seven residential canals within unincorporated Monroe County. 0 N As part of the Canal Restoration Demonstration Program, Florida International N University (FIU) assessed the effectiveness of the various technologies implemented by Monroe County and its partners by comparing treated canals against nearby, unaltered controls over a period of three years. Based on data collected during the limited monitoring period, FIU made the following conclusions about the backfilling technology: Backfilling: This technique resulted in an immediate change in the canal's water quality by significantly improving the water column's DO content. The decreased water depth allowed light to penetrate to the sediment. As a result, there were measurable increases in benthic vegetation, fish diversity and abundance and inhabitants of the sea walls; Since the demonstration canal restorations were proposed by Monroe County, the canal restoration program has grown to include 15 residential canal restoration projects throughout Monroe County. The Canal #90 Backfilling project is a continuation of the canal restoration program in accordance with the Department of Economic Opportunity (DEO) canal restoration work as detailed in the Canal Work Plan of the Monroe County 28.20.140 Comprehensive NOTICE OF REQUEST FOR PROPOSALS Page 5 of 219 Packet Pg. 3005 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL Plan. The project backfilling activities are to be completed so that a natural benthic community can be established. Canal #90 is located between Hilson Court and Ivanhoe Court in Hammer Point Park on Key Largo, Florida. . The state and federal permitting for the project is underway and documents will be provided to contractor prior to construction commencement. Permitting Status: • SFWMD permit has been received and are attached as Exhibit E • USACE permit has been received and is attached as Exhibit E • A County building permit (environmental) is required. • A Monroe County temporary staging permit is needed if a private lot is selected for staging. (See no e Ibelow). • The selected Contractor will require adherence to all permits during construction. Grant: This project is funded by grant number LPA0241 from the Florida Department of Environmental Protection. The selected contractor will be required to abide by all terms ' and conditions of the grant. Engineers Estimate: The engineer's estimate for this project is $linsert U U Temporary Staging Area: The County has not yet secured a staging area for construction. U The contractor is responsible for securing the area and ensuring the selected site is suitable for staging, construction activity and is restored to its original condition or better upon completion of the project. There is a lot where the residents have indicated a potential willingness to work with the contractor to allow such use. The details will be released during the pre-bid meeting to be held at the time referenced below. The , Contractor is encouraged to explore all options for temporary staging, including use of Q driveways, rights of way and any other option which the contractor may find useful. The Contractor will bear the cost of any fortifying of the property(ies) needed to upport construction activities and to restore to original condition. Optional Pre-Bid Meeting: The County will host a non-mandatory virtual pre-bid meeting for the Canal 90 project as follows: Date: insert Time: 11.00 am Join Zoom Meeting Meeting ID: 290 551 0199 One tap mobile +16465189805„2905510199#US (New York) +16699006833„2905510199#US (San Jose) PROJECT GENERAL INFORMATION 00030-Page 6 of 219 Packet Pg. 3006 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL Dial by your location +1 646 518 9805 US (New York) +1 669 900 6833 US (San Jose) Meeting ID: 290 5510199 a� End of Section 00030 2 nE U U U 0 A nCL PROJECT GENERAL INFORMATION 00030-Page 7 of 219 Packet Pg. 3007 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, 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 A 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 U Allowance, payments will be made to the vendor for the specified service or project. If the U 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 0 deducted from the amount of the Base Proposal if the corresponding change in the Work, as described in the Proposal Documents, is accepted. N N 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 Tetra Tech Inc. (Tetra Tech). 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. 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 INSTRUCTION TO PROPOSERS 00100-Page 8 of 219 Packet Pg. 3008 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL the event of a discrepancy between the documents, precedence shall be determined by the order of the documents as just listed. 1.10 Local Not Applicable 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 U U 2.1 Proposers may obtain complete sets of the Proposal Documents from Demand Star by U Onvia at www.demandstar.com or www.monroecountybids.com, or call toll-free at 1-800- 711-1712. 2- 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. N CU 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: 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. 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 INSTRUCTION TO PROPOSERS 00100-Page 9 of 219 Packet Pg. 3009 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL once notify the Owner, in writing by e-mail to Haag-Rhonda@MonroeCounty- FL.Gov 3.2 The Contractor shall complete the Work within County rights-of-way and/or in specified staging areas as depicted in the General Requirements or Drawings. 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 U Documents shall submit their questions in writing to the Sustainability Program Manager U at the following email address no later than ten (10) business days prior to the date for U receipt of Proposals (see 3.1.4) c� Haaq-Rhondamonroecounty-fl.gov 0 Any answer, interpretation, correction or change of the Proposal Documents will be , accomplished by Addenda. No Addenda will be issued later than five (5) business days prior to the date for receipt of Proposals. Copies of Addenda will be made available for N inspection at Demand Star by Onvia at www.demandstar.com or CU 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. ARTICLE 5 PROPOSALPROCEDURE 5.1 FORM AND STYLE OF PROPOSAL c� 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 keyboard. INSTRUCTION TO PROPOSERS 00100-Page 10 of 219 Packet Pg. 3010 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL 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 c� 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) business days prior to the date for 0 receipt of Proposals except for an Addendum withdrawing the request for Proposals or one which includes postponement of the date for receipt of Proposals. Q 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. 5.3 PROPOSAL SECURITY A 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. INSTRUCTION TO PROPOSERS 00100-Page 11 of 219 Packet Pg. 3011 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL 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 (91 st) day after the Proposal opening, or (c) the ninety-first (91 st) 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. U U 5.4.4 The Contractor shall be responsible to secure and pay for all testing services of an U 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. 0 4- 5.5 SUBMISSION OF PROPOSALS M cN 5.5.1 m spense to ^����'-�Q, the Monroe County Purchasing Department has implemented a new electronic process for receiving and opening sealed bids. Monroe County is committed to continuing to receive and process competitive solicitations while maintaining the health and safety of our employees and those who attend bid openings. DO NOT mail or attempt to deliver in person any sealed bids. Mailed/physically delivered bids/proposals/responses WILL NOT be > accepted. The Monroe County Purchasing Department hereby directs that bids be submitted via email to: OMB-BIDS@monroecounty-fl.gov, no later than 3:00 u1.Ml.„ on IInseirt. Please submit your confidential financial information in a SEPARATE EMAIL from your bid and required documents. Your subject line on both emails must read as follows: c� "PROPOSAL — Backfill Restoration Water Quality Improvement Project Canal #90 Hammer Point Park, Key Largo, Monroe County, Florida Iunseir`" Files that do not contain this subject line WILL BE REJECTED. Please note that the maximum file size that will be accepted by email is 25MB. Please plan accordingly to ensure that your bid is not rejected due to the file size. SHOULD YOUR BID DOCUMENTS EXCEED 25 MB or otherwise be rejected or undeliverable to OMB- BIDS@monroecounty-fl.gov, in advance of the bid opening. YOU MUST SEND AN INSTRUCTION TO PROPOSERS 00100-Page 12 of 219 Packet Pg. 3012 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL EMAIL TO: omb-purchasing@monroecounty-fl.gov TO REQUEST ARRANGEMENTS BE MADE FOR RECEIPT OF YOUR BID DOCUMENTS PRIOR TO THE BID OPENING. Please be advised that it is the bidder's sole responsibility to ensure delivery of their bid and waiting until the bid opening to address or confirm your bid submission delivery may result in your bid being rejected. The bid opening for this solicitation will be held virtually, via the internet, at the date un6cated in the no lce. .... .... i, .. a� Responses shall be organized as indicated below. 5.5.2 All submissions will remain valid for a period of one hundred and twenty (120) days from the date of the deadline for submission indicated above. 5.5.3 The Board will automatically reject the response of any person or affiliate who appears on the convicted vendor list prepared by the Department of General Services, State of Florida, under Sec. 287.133(3) (d), Florida Statute (2013). The Board reserves the right to reject any or all proposals, to waive informalities in the proposals and to re-advertise for proposals. The Board also reserves the right to separately accept or reject any item or items of a proposal and to award and/or negotiate a contract(s) in the best interest of the County. 5.5.4 The County reserves the right to reject any and all responses and to waive technical c? errors and irregularities as may be deemed best for the interests of the County. c) Responses which contain modifications are incomplete, unbalanced, conditional, c) obscure, or which contain additions not requested or irregularities of any kind, or which do not comply in every respect with the Instruction to Respondents, and the contract documents, may be rejected at the option of the County. 5.6 MODIFICATION AND WITHDRAWAL OF PROPOSALS 0 N 5.6.1 A Proposal may not be modified, withdrawn, or canceled by the Proposer during Q 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. 5.6.2 Prior to the time and date designated for receipt of Proposals, any Proposal 0 submitted may be modified by delivery to Monroe County Purchasing Department > of a complete Proposal as modified. All emails 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 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. INSTRUCTION TO PROPOSERS 00100-Page 13 of 219 Packet Pg. 3013 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL 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 submitted as provided in Article 5.5.1 and 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: c� 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 L) Proposal Security. c) C. Allow the Proposer to enter into contract for the proposed Work at the U original Proposal price. c� ARTICLE 6 CONSIDERATION OF PROPOSALS 0 6.1 OPENING OF PROPOSALS c14 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. 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 one hundred twenty (120) days after the date designated for receipt of Proposals. c� 6.2.2 The Owner may, at his sole discretion, release any Proposal and return the Proposal Security before the one hundred twenty (120) 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 INSTRUCTION TO PROPOSERS 00100-Page 14 of 219 Packet Pg. 3014 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL 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 The Owner may conduct such investigations, as he deems necessary to assist in the evaluation of any Proposal and to establish the responsibility, qualifications, U and financial ability of the Proposers, proposed subcontractors, and other persons U or organizations to do the Work in accordance with the Contract Documents to the U Owner's satisfaction within the prescribed time. c� 6.3.6 The Owner reserves the right to reject the Proposal of any Proposer who does not pass any such evaluation to its satisfaction. 0 6.3.7 If the Contract is awarded, it will be awarded to the lowest, conforming responsible Proposer, with consideration to qualifications of the proposer. A Request for Q Proposal price is not the only consideration for award of the Contract. 6.3.8 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 0 cancel the Project. > 6.3.9 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. 6.3.4 Any Bidder/Respondent/Proposer who claims to be adversely effected by the decision or intended decision to award a contract shall submit in writing a notice of protest which must be received by the County Attorney's Office within seventy-two (72) hours or three (3) business days, whichever is less, after the posting of the INSTRUCTION TO PROPOSERS 00100-Page 15 of 219 Packet Pg. 3015 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL notice of decision or intended decision on Demand Star or posting of the notice of decision or intended decision on the Monroe County Board of County Commissioners' ("BOCC") agenda, whichever occurs first. Additionally, a formal written protest must be submitted in writing and must be received by the County Attorney's Office seventy-two (72) hours or three (3) business days prior to the BOCC's meeting date in which the award of contract by the BOCC will be heard. The only opportunity to address protest claims is before the BOCC at the designated public meeting in which the agenda item awarding the contract is heard. In accordance with the Rules of Debate as set forth in the Monroe County Board of County Commissioners Administrative Procedures, the Bidder/Respondent/Proposer that filed the protest is responsible for providing the Clerk with his/her name and residence prior to the agenda item to award the contract being called in order to preserve their opportunity to be heard on this matter. An individual has three (3) minutes to address the Commission and a person representing an organization has five (5) minutes to address the Commission. The BOCC decision to award the contract is final and at their sole discretion. Failure to timely protest within the times and manner prescribed herein shall constitute a waiver of the ability to protest the award of contract, unless the BOCC determines that it is in the best interest of the County to excuse the protest waiver. The filing of a protest shall not stop the solicitation, negotiations, or contract award process, unless it is determined that it is in the best interest of the County to do so. c, c, 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 4- Contract Agreement to Sustainability Manager within five (5) days after receipt of a contract from Sustainability Manager. All other Contract Documents such as Insurance Q 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. 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. INSTRUCTION TO PROPOSERS 00100-Page 16 of 219 Packet Pg. 3016 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL 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. ; c� Time is of the essence in completing the work under this CONTRACT, as a grant from the Florida Department of Environmental Protection State Stewardship is funding the work. U U U ARTICLE 8 CONTENT OF SUBMISSION 8.1 The proposal submitted in response to this RFP shall be clear and concise and provide the information requested herein. Statements submitted without the required information ' will not be considered. Responses shall be organized as indicated below. The Proposer should not withhold any information from the written response in anticipation of presenting N the information orally or in a demonstration, since oral presentations or demonstrations may not be requested. Each Proposer must submit adequate documentation to indicate the Proposer's compliance with the County's requirements. Proposers should focus specifically on the information requested. 8.2 The following outline is to assist Proposers during preparation of proposals. In order to expedite the evaluation process, each Proposal should be organized in accordance with this Section. Proposals that do not follow the specified format outlined below, or fail to provide the documentation, may receive lower scores, or, if found to be nonresponsive, be disqualified. In the event of any conflict between any of the Proposal documents, resolution shall be in the County's sole discretion. Proposals submitted in response to this solicitation must be complete and unequivocal. In instances where a response is not required, or is not applicable or material to the proposal, a response such as "no response required" or"not applicable" is acceptable. INSTRUCTION TO PROPOSERS 00100-Page 17 of 219 Packet Pg. 3017 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL 8.3 PROPOSAL FORMAT Section Section Name Section Content Number/TABS' 1 Introduction Cover Page Cover Letter Table of Contents Executive Summary 2 General Proposer Company Information Information Management Staff Business Status 3 Statement of Relevant Experience Qualifications Required Information c� References Previous Customer Reference Form (Attachment) U 4 Financial Financial Information and Litigation U Qualifications Claims 5 Technical Proposals Construction Methodology Plan and Schedule 0 6 Cost Proposals Unit Price Proposal Sheet Section 00110 ' M N 7 Required County RFP Section 00110- Proposal Forms Forms SECTION 1. Introduction: A. Cover Page: A cover page shall be included. The cover page should contain Propose rs/Proposer's name, address, telephone number, email address, and the name of the Proposers/Proposer's contact person authorized to execute the Agreement, in the event it is awarded. Name, address, telephone number, fax number, and e-mail address of Proposer's key contact person for delivery of notices, and/or project manager. .. B. Cover Letter: Proposals must be accompanied by a cover letter covering the following topics, at a minimum: • Introduction of the company and a brief history of the company's experience with culvert installation services within a marine environment. • Description of the type of organization (e.g. corporation, partnership, joint venture teams, and subcontractors) submitting the proposal. The cover letter shall be signed by the individual identified in the letter as authorized to execute the Agreement. INSTRUCTION TO PROPOSERS 00100-Page 18 of 219 Packet Pg. 3018 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL C. Table of Contents: The table of contents should identify all subsections as well as main sections, figures, tables, and exhibits. D. Executive Summary: All proposals must include an Executive Summary not exceeding three (3) double-sided pages. The Executive Summary should, at a minimum: • identify the Proposer organization; • describe the organization of the project team; and • highlights of the backfilling process; The Proposer shall provide a narrative of the firm's qualities and capabilities that demonstrate how the firm will work with the County to fulfill the requirements of the scope of work. Describe the firm's use of technologies and how it will be used to complete scope of work. Describe the firm's methodology for working locally given the amount of field work that will be required. SECTION 2. General Proposer Information: c� A. General Proposer Information: Proposer should provide comprehensive information about of the following as they relate to the proposed project team: 1) the Proposers, 2) subcontractors; and 3) affiliates (parent companies, subsidiaries, partners, principals, or joint venture); that will be used in the normal course of providing services required by the Agreement, including those c, entities identified in the RFP Section 00110- Proposal Form. c� B. Company Information: Proposers should supply details of ownership of their company(ies) and any subcontractors and affiliates. The following information regarding the Proposer's company, and any subcontractors and affiliates must be listed: 0 ■ If the company is a corporation, list the state of incorporation, the names and addresses N of all officers and agents, and creditors who are owed a debt equal to five percent (5%) or N more of the company's total assets. ■ List any proposed subcontractors and/or affiliated companies to be used in the normal course of business. Listing should include the company name, address, telephone number, contact name and title, and a brief description of their responsibilities and experience. > C. Management Staff: Proposers should provide a listing and responsibilities only for the key CL staff positions that will be responsible for the management of the proposed work. This should include any key subcontractors included in Proposer's proposal. Identify the site manager and other key management personnel (if employed by Proposer at the time of submittal), location of office or of proposed office, and telephone number (if available) where operations will be administered. INSTRUCTION TO PROPOSERS 00100-Page 19 of 219 Packet Pg. 3019 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL D. Business Status: Proposer should provide records filed with and from the Florida Secretary of State to establish that Proposer, and any subcontractors or affiliates, are authorized to conduct business in the State of Florida. SECTION 3. Statement of Qualifications and Experience A. Relevant Experience: The Proposer shall provide a project history of the firm or organization demonstrating experience with projects that are similar in scope and size to the proposed work, including experience working in Monroe County. Proposer should provide information demonstrating that it has the necessary experience to provide backfilling services. A description of the relevant qualifications and experience of the firm and key personnel to the extent they can be identified should also be provided. The same information should be provided for subcontractors and affiliates (parent companies, subsidiaries, partners, principals, or joint venture) of the Contractor named in the proposal. B. Required Information: The information provided by Proposers should include, but not be limited to, the following: Describe the relevant experience of the company(ies) for the last five (5) years including a ; discussion of how the company meets the desired qualifications stated herein. If company(ies) has less than five (5) years' experience, describe the principals experience and their role in key projects of similar scope and nature. c, Provide a one (1) page resume of key management personnel (if employed by Proposer at the time of submittal) and a description of their background. Detailed job descriptions may be U substituted for resumes for positions that are not filled as of Proposal submittal. C. References and Past Performance on Similar Projects: The Proposer shall provide a list of past projects that are the same or similar to those services required in this Request for Proposals. The list should include, at a minimum, the following information: • Name and full address of the referenced project ' • Name and telephone number of client contact for referenced project N • Date of initiation and completion of contract N • Summary of the project and services In addition, the Proposer/Proposer should include a written reference from at least two government entities for which the Proposer has provided these services within the past three years- if applicable. The Previous Customer Reference Form shall also be included in this section and include a minimum of three references. SECTION 4. Financial Qualifications and Litigation Zi Financial Information and Litigation: The Proposer shall provide the following information: (1) A list of the person's or entity's shareholders with five 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; or, if a solely owned proprietorship, names(s) of owner(s); (2) A list of the officers and directors of the entity; (3) The number of years the person or entity has been operating and, if different, the number of years it has been providing the services, goods, or construction services called for in the bid specifications (include a list of similar projects); (4) The number of years the person or entity has operated under its present name and any prior names; (5) A print out of the "Detail by Entity Name" screen from the Proposer's listing in www.sunbiz.orq; INSTRUCTION TO PROPOSERS 00100-Page 20 of 219 Packet Pg. 3020 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL (6) A copy of the Proposer's Annual Report that is submitted to the Florida Secretary of State; (7) Answers to the following questions regarding claims and suits: a. Has the person, principals, entity, or any entity previously owned, operated or directed by any of its officers, major shareholders or directors, 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, 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 proposals; c� (8). Credit references (minimum of three), including name, current address and current telephone number; (9). Financial statements for the prior three years for the responding entity or for any entity that is a subsidiary to the responding entity; and (10). Any financial information requested by the county department involved in the competitive solicitation, related to the financial qualifications, technical competence, the ability to satisfactorily perform within the contract time constraints, or other information the department deems necessary to enable the department and board of county commissioners to determine if the person responding is responsible. INSTRUCTION TO PROPOSERS 00100-Page 21 of 219 Packet Pg. 3021 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL Also: Suspension or Revocation of Entitlement: The Proposer shall inform the County if it and its affiliates have had a permit, franchise, license, business license, or other entitlement revoked or suspended in the last five (5) years. If yes, identify the parties involved, describe the reason for the revocation or suspension, and provide contact information. Payments or Charges: The Proposer must list any liquidated damages, administrative fines, charges, or assessments that total fifty thousand dollars ($50,000) or greater in any one (1) calendar year during the last five (5) years that have been paid by the Proposer, or any subcontractor or affiliate of the Proposer, to a public agency as a result of services provided by Proposer. The list should include the name of the public agency, the date and amount of the liquidated damages, administrative fines, charges, or assessments, and the reason the public agency assessed the liquidated damages, administrative fines, charges, or assessments. Claims: The Proposer must list any claims, it and its affiliates have, against a bid, " proposal, or performance bond and the results and failure to receive a bid, proposal, or ' performance bond, or any contractual defaults or termination in the last fifteen (15) years. c, SECTION 5. Technical Proposal c, c, A. Project Approach: Proposers must provide a technical proposal containing the following specified plans. The plans should be provided in adequate detail to allow the County to clearly evaluate the advantages and disadvantages of the proposed approach(es.) 4- Proposer should identify and address any contingencies that might affect the availability of the proposed processing capacity and of markets for the clean fill material, such as timing of N regulatory approvals, work stoppages, and equipment failure. B. Construction Methodology Plan: The plan shall describe the method for backfilling the canal. 1. Process • Describe general process > • Identify the facility(ies) where the Proposer will transport the excess material and potential trash within the canal system. • Identify the types of materials that are the most problematic, and how Proposer's ability — if any - will be impacted by Contamination. 2. Operations • Describe the extent to which duties related to Processing Services will, 1) represent incremental additions in responsibility of existing staff, or, 2) require new staff. • Address personnel training requirements including, but not limited to, operational training, safety training programs, and frequencies of training meetings. 3. Compliance • Provide the number of violations received in the last three years and the reasons for each violation • Provide details on the nature and status of any outstanding violations. INSTRUCTION TO PROPOSERS 00100-Page 22 of 219 Packet Pg. 3022 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL 4. Schedule: Provide a detailed construction schedule with completion of each activity detailed in the Scope of Work. SECTION 6. Cost Proposal Proposers should carefully review the instructions provided in this Section and in RFP section 00300 — Scope of Work and comply fully with the specified requirements. It is the sole responsibility of the Proposer to develop and be fully responsible for its proposed processing fees in the cost proposal forms. SECTION 7. Required County Forms See Section 00110 — Proposal Forms of the RFP for required County Forms to be included in the submittal. Copies of all professional and occupational licenses shall be included in this section. This ends the proposal format section. 8.4 DETERMINATION OF SUCCESSFUL PROPOSER c� Following the receipt of responses, the selection committee will meet in a publicly noticed meeting and evaluate the responses based on the criteria and point total below. The County reserves the right to reject any and all responses and to waive technical errors and irregularities as may be L- deemed best for the interests of the County. Responses that contain modifications, are c) c, incomplete, unbalanced, conditional, obscure, or that contain additions not requested or irregularities of any kind, or that do not comply in every respect with the instruction to Proposer and the contract documents, may be rejected at the option of the County. 8.5 PROPOSAL EVALUATION WEIGHTING CRITERIA The following criteria and corresponding allocation of points will be used to evaluate proposals. PaintCU Section Section Name Section Content Range 1 Introduction Cover Page 0 to 5 Cover Letter Table of Contents Executive Summary 2 General Proposer Company Information Information 0 to 15 Management Staff Business Status 3 Statement of Relevant Experience Qualifications Required Information 0 to 15 References Previous Customer Reference Form 4 Financial Financial Information and Litigation -5 to 0 Qualifications Claims 5 Technical Proposals Construction Methodology Plan and Schedule, 0 to 15 including proposed construction staging area INSTRUCTION TO PROPOSERS 00100-Page 23 of 219 Packet Pg. 3023 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL Paint Section Section Name Section Content Range 6 Cost Proposals Unit Price Proposal Sheet Section 00110 0 to 55 7 Required County RFP Section 00110- Proposal Forms -5 to 0 Forms TOTAL 105 Pts 8.7 BASIS OF AWARD Recommendation for award of one or more agreement(s) will be based on the overall highest ranked Proposer's scores. Should the County, in its sole discretion, determine that a secondary award is required, award ' will be to the next highest-ranked Proposer combination. The County reserves the right to accept an offer in-full, in-part, or to reject all offers. c, 8.8 AWARD OF CONTRACT c) c, The County reserves the right to award separate contracts for portions of the work, waive any irregularity in any response, or to re-advertise for all or part of the work contemplated. The County also reserves the right to reject the response of a Proposer who has previously failed to perform properly or to complete contracts of a similar nature on time, or who, after investigation of references or other criteria, does not meet County standards. The recommendation of the selection/ranking committee and the responses of the top ranked N Proposals may be presented to the Board of County Commissioners of Monroe County, Florida, N for final selection. Negotiations will be undertaken with the Proposers as ranked and approved by the BOCC. A c� INSTRUCTION TO PROPOSERS 00100-Page 24 of 219 Packet Pg. 3024 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL ATTACHMENT Previous Customer Reference Form Proposer must submit three (3) references. References should be able to verify performance on projects of similar scope and budget. If Proposer is a joint venture (JV), references should pertain to work performed by at least one company, organization or principal comprising the JV; if Proposer is a new company, references should pertain to at least one of the principals of the company. Copy this form as appropriate to include your references. A Customer Name: Customer Address Customer Contact Name c� Customer Telephone U Customer E-mail U U Date of Agreement/Contract 2- Period of Performance: From: To: ❑ Firm Fixed Price ❑ Time and Material c^� CU Type of Contract: ❑ Cost plus Fixed Fee ❑ Not to Exceed U_ ❑ Other(Specify): What is the dollar value of the contract? W If contract was terminated or cancelled for convenience,please indicate the circumstances: c� Is this reference for work Proposer has performed? (yes or no) Provide a detailed description of work performed for this customer. Use additional lines or pages as necessary. END SECTION 00100 INSTRUCTION TO PROPOSERS 00100-Page 25 of 219 Packet Pg. 3025 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL SECTION 00110 -PROPOSAL FORMS 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 26 2. Bid Bond (Proposal Security) 29 3. Non-Collusion Affidavit 30 4. Lobbying and Conflict of Interest Clause 31 5. Drug-Free Workplace Form 32 6. Public Entity Crime Statement 33 c� 7. Vendor Certification Regarding Scrutinized Companies 34 8. Insurance Checklist 35 c, 9. Workers Compensation and Employers' Liability 35 10. General Liability 36 11. Vehicle Liability 37 0 4- 12. Insurance Agent's Statements 42 N N 13. Contractor License Current Copy to Be Submitted with Proposal Subcontractor Licenses to Be Submitted Prior to Award of Notice to Proceed A c� PROPOSAL FORMS 00110-Page 26 of 219 Packet Pg. 3026 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, 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: Backfill Restoration Water Quality Improvement Projects Canal #90 Hammer Point Park, Key Largo, Monroe County, Florida U and having carefully examined the site where the Work is to be performed, having become U familiar with all local conditions including labor affecting the cost thereof, and having U 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 0 hereto, in a workman-like manner, in conformance with said Drawings, Specifications, and other Contract Documents including Addenda issued thereto. N N 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. The Base Proposal shall be furnished below in words and numbers. If there is an inconsistency between the two the Proposal in words shall control. c� Dollars. ° (Total Base Proposal -words) (Total Base Proposal - numbers) PROPOSAL FORMS 00110-Page 27 of 219 Packet Pg. 3027 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL I acknowledge receipt of Addenda No.(s): No. Dated No. Dated No. Dated No. Dated 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 and 00120). a. Proposal Form b. Unit Price Proposal Sheet E C. Proposal Security (Bid Bond) d. Non-Collusion Affidavit e. Lobbying and Conflict of Interest Clause f. Drug-Free Workplace Form g. Public Entity Crime Statement h. Vendor Certification Regarding Scrutinized Companies Lists U i. Proposer's Insurance and Indemnification Statement j. Insurance Agents Statement (signed by agent) and 0 In addition, Proposer states that he has included a certified copy of Contractor's License, ' and business tax receipts from Monroe County Tax Collector. (Check mark items above, N as a reminder that they are included.) C14 Mailing Address: A CL Phone Number: Date: Signed: (Name) (Title) Witness: (Seal) PROPOSAL FORMS 00110-Page 28 of 219 Packet Pg. 3028 ( SEPOA - a lUa n U! II! )IO 06 ) 0009 qojeW a0 - CZOZ Aienj sln - WOMPB44Vw ,a N O Ci M O G. J J4 U OU a wa z_ J W U m 0) o N a 4- 0) Z m W 0 w � W 0 Oz o ao cn U cu o � m 4) W W Q � � J c � > o Q z a Cl) O N c6 U U) 0 a E I] a r- r O O U � O 0 } L c� U (nCn � � O o G _ _ o o cu cu O U- O m (on � � LUQ O c U o CU O O a � U Q a N U) 0 0 — — ,� ca z — W c6 Y W Oa 7> 7> z ii m m a � O QW VwW O7 H W = = J J J f f U U J J 0 J � � U 7-5 z ~ ~ N N O Z m U Z CIO ItQ Q cfl cn W D! a L O O z U CU N m 'IT U') (D Il- m CY) cv ~ 0 co 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, 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. U WHEREAS, the Principal has submitted a bid for U U (Here insert full name, address and description of project) c� 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 0 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) c� (Witness) (Title) (Surety) (Seal) (Witness) (Title Packet Pg. 3030 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL NON-COLLUSION AFFIDAVIT I, of the city of according to law on my oath, and under penalty of perjury, depose and say that a. I am of the firm of the bidder making the Proposal for the project described in the Request for Proposals for and that I executed the said proposal with full authority to do so; b. the prices in this bid 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 bidder or with any competitor; C. unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be " disclosed by the bidder prior to bid opening, directly or indirectly, to any other bidder or to any competitor; and d. no attempt has been made or will be made by the bidder to induce any other person, partnership or corporation to submit, or not to submit, a bid for the purpose �? of restricting competition; c� c� e. the statements contained in this affidavit are true and correct, and made with full knowledge that Monroe County relies upon the truth of the statements contained in this affidavit in awarding contracts for said project. 0 (Signature) , c� Date: CN STATE OF: COUNTY OF: A Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. NOTARY PUBLIC My Commission Expires: INSURANCE REQUIREMENTS AND FORMS 00120-Page 31 of 219 Packet Pg. 3031 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL LOBBYING AND CONFLICT OF INTEREST CLAUSE SWORN STATEMENT UNDER ORDINANCE NO. 010-1990 MONROE COUNTY, FLORIDA ETHICS CLAUSE (Company) "...warrants that he/it has not employed, retained or otherwise had act on his/her 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 Agreement without liability and may also, in its discretion, deduct from the Agreement 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." U U (Signature) U Date: 0 STATE OF: N N COUNTY OF: Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. c� NOTARY PUBLIC My Commission Expires: INSURANCE REQUIREMENTS AND FORMS 00120-Page 32 of 219 Packet Pg. 3032 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL DRUG-FREE WORKPLACE FORM The undersigned vendor in accordance with Florida Statute 287.087 hereby certifies that: (Name of Business) 1. Publish 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. Inform employees about the dangers of drug abuse in the workplace, the business' 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. E 3. Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in subsection (1). 4. In the statement specified in subsection (1), notify the employees that, as a condition of working on the commodities or contractual services that are under bid, 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. c, 5. Impose a sanction on, or require the satisfactory participation in a drug abuse assistance U or rehabilitation program if such is available in the employee's community, or any employee who is so convicted. 6. Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. 0 As the person authorized to sign the statement, I certify that this firm complies fully with the above requirements. N N (Signature) Date: STATE OF: COUNTY OF: Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. NOTARY PUBLIC My Commission Expires: INSURANCE REQUIREMENTS AND FORMS 00120-Page 33 of 219 Packet Pg. 3033 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL PUBLIC ENTITY CRIME STATEMENT "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 bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to public entity, may not be awarded or perform work as a CONTRACTOR, supplier, subcontractor, or CONTRACTOR 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." I have read the above and state that neither (Respondent's name) nor any Affiliate has been placed on the convicted vendor list within the last 36 months. c� (Signature) Date: U U U STATE OF: COUNTY OF: Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online N N notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. NOTARY PUBLIC My Commission Expires: INSURANCE REQUIREMENTS AND FORMS 00120-Page 34 of 219 Packet Pg. 3034 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL VENDOR CERTIFICATION REGARDING SCRUTINIZED COMPANIES LISTS Project Description(s): Respondent Vendor Name: Vendor FEIN: u Vendor's Authorized Representative Name and Title: Address: City: State: Zip: Phone Number: Email Address: > Section 287.135, Florida Statutes prohibits a company from bidding on, submitting a proposal for, or entering into or renewing a contract for goods or services of any amount if, at the time of contracting or renewal,the company is on the Scrutinized Companies that Boycott Israel List, created pursuant to Section 215.4725, Florida Statutes, or is engaged in a Boycott of Israel. Section 287.135, Florida Statutes, also prohibits a company from bidding on, submitting a proposal for, or entering into or renewing a contract for goods or services of $1,000,000 or more, that are on either the Scrutinized U Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector Lists which were created pursuant to s. 215.473, Florida Statutes, or is 0 engaged in business operations in Cuba or Syria. As the person authorized to sign on behalf of Respondent, I hereby certify that the company identified above in the Section entitled"Respondent Vendor Name" is not listed on the Scrutinized Companies that Boycott Israel List or engaged in a boycott of Israel and for Projects of$1,000,000 or more is not 4- listed on either the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies M with Activities in the Iran Petroleum Energy Sector List, or engaged in business operations in Cuba or Q Syria. I understand that pursuant to Section 287.135, Florida Statutes, the submission of a false certification may subject company to civil penalties, attorney's fees, and/or costs. I further understand that any a� contract with the County may be terminated, at the option of the County, if the company is found to have submitted a false certification or has been placed on the Scrutinized Companies that Boycott Israel List or engaged in a boycott of Israel or placed on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List or W been engaged in business operations in Cuba or Syria. Certified By: who is authorized to sign on behalf of the above referenced company. Authorized Signature: E Print Name: Title: Note: The List are available at the following Department of Management Services Site: 1 ,p ://v✓ww.�u � .u�� ff'Nc��i�l t_ c�u �/ �a i c a��t x0 / tit . .� aa� l g5ir �c� �lc�� miff°c��-unation/co victed ,l discrinii��atc�r m,,,, c�u�� lain ve�i�c�r lists INSURANCE REQUIREMENTS AND FORMS 00120-Page 35 of 219 Packet Pg. 3035 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL SECTION 00120 - INSURANCE REQUIREMENTS AND FORMS MONROE COUNTY, FLORIDA INSURANCE CHECKLIST FOR PROPOSER U) E WORKERS' COMPENSATION ' 2 _X_Workers' Compensation Statutory Limits Bodily Injury by Accident/Bodily Injury by Disease, policy limits/Bodily Injury by Disease each employee U U WC1 Employers Liability $100,000/$500,000/$100,000 U WC2 Employers Liability $500,000/$500,000/$500,000 2- WC3 _X_ Employers Liability $1,000,000/$1,000,000 /$1,000,000 0 WCUSLH _X_ US Longshoremen & Same as Employers' Q Harbor Workers Act Liability WCJA _X_ Federal Jones Act Same as Employers' Liability A c� INSURANCE REQUIREMENTS AND FORMS 00120-Page 36 of 219 Packet Pg. 3036 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, 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 E $200,000 Property Damage or $500,000 Combined Single Limit GL3 _X_ $500,000 per Person; $1,000,000 per Occurrence U $100,000 Property Damage U or U $1,000,000 Combined Single Limit GL4 $2,000,000 Combined Single Limit 0 M CN Required Endorsement: CU 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. c� INSURANCE REQUIREMENTS AND FORMS 00120-Page 37 of 219 Packet Pg. 3037 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, 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 U $100,000 Property Damage U or U $1,000,000 Combined Single Limit VL4 $5,000,000 Combined Single Limit 0 MISCELLANEOUS COVERAGES N N WL2 X Watercraft Liability $1,000,000 CU BR1 Builders' Limits equal to the Risk completed project. MVC Motor Truck Limits equal to the maximum 0 Cargo value of any one shipment. > PRO1 Professional $ 300,000 per Occurrence/$ ' 5007000Agg. PR02 Liability $ 500,000 per Occurrence/$1,000,000 Ag 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 $ 107000 INSURANCE REQUIREMENTS AND FORMS 00120-Page 38 of 219 Packet Pg. 3038 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, 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 U HKL3 $ 1,000,000 U U AIR1 Aircraft $ 1,000,000 AIR2 Liability $ 5,000,000 AI R3 $50,000,000 AE01 Architects Errors $ 300,000 per Occurrence/$ 500,000 0 Agg. '� AE02 & Omissions $ 500,000 per Occurrence/$1,000,000 N Agg. N AE03 $ 1,000,000 per Occurrence/$3,000,000 CU Agg. E01 Engineers Errors $ 300,000 per Occurrence/$ 500,000 Ag 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 39 of 219 Packet Pg. 3039 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL WORKERS' COMPENSATION INSURANCE REQUIREMENTS FOR CONTRACT: Backfill Restoration Water Quality Improvement Projects Canal #90, Hammer Point Park, Key Largo, Monroe County, Florida 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: U $1,000,000 Bodily Injury by Accident U $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. N N 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 40 of 219 Packet Pg. 3040 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL GENERAL LIABILITY INSURANCE REQUIREMENTS FOR CONTRACT: Backfill Restoration Water Quality Improvement Projects Canal #90, Hammer Point Park, Key Largo, Monroe County, Florida 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 U • Products and Completed Operations • Blanket Contractual Liability • Personal Injury Liability • Expanded Definition of Property Damage The minimum limits acceptable shall be: 0 $2,000,000 Combined Single Limit (CSL) a N 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. A The Monroe County Board of County Commissioners shall be named as Additional Insured on all policies issued to satisfy the above requirements. c� GL INSURANCE REQUIREMENTS AND FORMS 00120-Page 41 of 219 Packet Pg. 3041 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL VEHICLE LIABILITY INSURANCE REQUIREMENTS FOR CONTRACT: Backfill Restoration Water Quality Improvement Projects Canal #90, Hammer Point Park, Key Largo, Monroe County, Florida 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 U U U The minimum limits acceptable shall be: c� $1,000,000 Combined Single Limit (CSL) If split limits are provided, the minimum limits acceptable shall be: 0 $ 500,000 per Person Q $1,000,000 per Occurrence $ 100,000 Property Damage CU The Monroe County Board of County Commissioners shall be named as Additional Insured on all policies issued to satisfy the above requirements. A c� VL3 INSURANCE REQUIREMENTS AND FORMS 00120-Page 42 of 219 Packet Pg. 3042 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, 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 $2,000,000 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 c� 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 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 INSURANCE REQUIREMENTS AND FORMS 00120-Page 43 of 219 Packet Pg. 3043 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, 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 > 1 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 c� c, c, c, c� 0 c14 c14 A c� INSURANCE REQUIREMENTS AND FORMS 00120-Page 44 of 219 Packet Pg. 3044 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, 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 A Liability policies are Occurrence Claims Made Insurance Agency Signature c) c) c) c� 0 c14 c14 A c� INSURANCE REQUIREMENTS AND FORMS 00120-Page 45 of 219 Packet Pg. 3045 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, 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. �? c, D. For products specified by naming only one product/manufacturer, there is no option and no substitution will be allowed. c� 1.3 SUBSTITUTIONS A. Base Proposal shall be in accordance with the Contract Documents. 0 1. Substitutions for products may be made during the proposal process by Q 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. B. Submit separate request for each substitution. Support each request with: c� 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. PRE-PROPOSAL SUBSTITUTIONS 00163-Page 46 of 219 Packet Pg. 3046 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL 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 c, A. In making formal request for substitution the Proposer represents that: c) c, 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 4- will make such changes as may be required for the Work to be complete in all respects. N 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. 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 PRE-PROPOSAL SUBSTITUTIONS 00163-Page 47 of 219 Packet Pg. 3047 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL 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. c� c, c, c, c� c� c� A c� PRE-PROPOSAL SUBSTITUTIONS 00163-Page 48 of 219 Packet Pg. 3048 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL SUBSTITUTION FORM TO: Engineer PH: FAX: We hereby submit for your consideration the following product instead of the specified item for the above project: 2) Drawing No. Drawing Spec Sec. Spec Name Paragraph Specified Name Item Proposed Substitution: U U Attach complete information on changes to Drawings and/or Specifications which proposed substitution will require U 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 0 equal performance, equal design and compatibility with adjacent materials. N N Submitted By: Signature Title CU Firm LL A Address CL LL City/State/Zip Code Telephone Date c� 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 49 of 219 Packet Pg. 3049 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, 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? c� U U D. What effect does substitution have on construction schedule? U c� 0 E. Manufacturer's warranties of the proposed and specified items are: N 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 50 of 219 Packet Pg. 3050 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL SECTION 00230 -SITE SURVEY A. The Plat of Survey or other survey data are available upon request 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 c, c, c, c� 0 N N A c� SITE SURVEY 00230 - Page 51 of 219 Packet Pg. 3051 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, 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 Drawings (IExtiaVbilf A-- IDesign Drawings) and detailed in the Technical Specifications and IlPeirrnlitl:s (Ili-xhiblH II-( included in this Proposal Package. 1.1 SCOPE OF WORK 2 The Scope of Work for Canal#90 located between Hilson Court and Ivanhoe Court in Hammer Point Park on Key Largo, Florida consists of backfilling. The backfilling activities are to be completed so that a natural benthic community can be established. This is a proven restoration technique that was vetted during the demonstration projects and is anticipated to increase the water quality in the canal. The backfilling shall be done in such a way to prevent impact to the nearshore waters and shall be completed using the proposed staging areas identified in the U design drawings (Extiaibiif A). The backfilling will raise the canal bottoms to -8.5 ft. U NAVD88, which is approximately 7.16 feet below the Mean Lower Low Water (MLLW) level for the canal (a depth that is typically suitable to allow for sufficient light and oxygen to permeate the water column to support a healthy ecological habitat). The County is in the process of obtaining approval for use of the staging areas identified on the drawings for the entire duration of the project. A permit to allow temporary use of the staging area on private homeowner land is underway, and is anticipated to be finalized prior to issuance of the Notice To Proceed. Floating turbidity barriers will be installed prior to construction and maintained throughout the project in accordance with performance standards for erosion and sediment control and stormwater treatment set forth in section 62-40.432, Florida Administrative Code (FAC). 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 Atmospheric Association (NOAA) Fisheries construction conditions for sea turtle and smalltooth sawfish. c� The Contractor must install temporary construction fencing, consisting of 6 foot high chain link fence with green canvas privacy screening, around the staging area(s) 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. 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. SCOPE OF WORK 00300-Page 52 of 219 Packet Pg. 3052 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL The Contractor will be responsible to obtain any other necessary permits not identified by the Engineer. The Contractor is required to submit a Construction Methodology Plan (CMP) to Monroe County, including an Erosion and Sediment Control Plan and Maintenance of Traffic (MOT) 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 transporting material(s) in the space provided in the designated staging areas. Additionally, the Contractor shall be aware of the necessity to take care during the backfilling 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, and that even though the sediment thickness values are a direct observation; no guarantee is made to the accuracy of the data. The sediment characterization data prepared by the engineer is presented in IExt iilbiif IB, and the approximate sediment surface U elevation data is presented in IExiiailbiif A. U U The contractor shall be cognizant that the estimate of compaction of the sediment and/or migration of the sediment into the pore space of the fill material is solely their responsibility and will not alleviate their responsibility to fill the canal to the proposed bottom elevation of -8.5 feet NAVD88. Also, the contractor shall be aware of the possible migration of unconsolidated sediment from backfilling activities and should be aware of the recommendation to consider spreading N placement techniques for the first foot of fill over undredged areas. The Contractor shall be aware that the proposed fill specification requires that the upper foot of fill material be comprised of sand, and that there is a potential for the sand to migrate into the pore space of the fill material below. The sequence of Major Activities are as follows: (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 and seawall stabilization, (3) Backfill according to these technical specifications and contract plans, and complete a bathymetric survey to demonstrate successful completion, ° (4) 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, Exhibit A. The Contractor is required to provide a complete job as contemplated by the drawings and specifications, which are a part of this proposal package. The SCOPE OF WORK 00300-Page 53 of 219 Packet Pg. 3053 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL 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 BACKFILLED A. The material used for backfilling shall meet the following requirements: The soil used for backfilling the canal to -9.5 feet NAVD shall be clean granular soil having no more than 4% by weight organics and no more than 10% by weight passing the number 200 sieve. The soil used for backfilling the canal from -9.5 feet NAVD to - 8.5 feet NAVD shall be Clean Calcium Carbonate Sand from a local South Florida Source that contains less than 5% of fines passing through a #200 sieve. The Contractor shall provide soil samples to Monroe County along with soil test reports from a certified soil laboratory no later than ten (10) days prior to the start of construction. The Contractor shall obtain written acceptance of the soil samples and test reports from Monroe County prior to shipping the soil to the jobsite. B. THE CONTRACTOR SHALL PROVIDE THEIR DESIGNATED SOURCE OF FILL MATERIAL WITH THEIR PROPOSAL, ALONG WITH ANY AVAILABLE SPECIFICATIONS. All backfill must be transported to the site via land using trucks U appropriately licensed to transport in Monroe County, with licensed commercial U vehicle operators. U 1.1.2 QUANTITY OF MATERIAL A. The Contractor shall independently estimate the backfill quantities necessary to be placed 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 bathymetric data is 8,000 CY to -8.5 feet NAVD; however this figure should be used as guidance only, actual volume determination will be the responsibility of the Contractor. 1.1.3 ENVIRONMENTAL PROTECTION REQUIREMENTS A A. The Contractor shall provide and maintain during the life of the contract, all necessary environmental protective measures. The Contractor will comply with Federal, State, and local regulations pertaining to water, air, and noise pollution. 1.1.4 BACKFILLING c� A. The Contractor is required to operate the backfilling operation so 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. The Contractor will make any required adjustments to the operations to ensure compliance with these limits. 1.1.5 MEASUREMENT SCOPE OF WORK 00300-Page 54 of 219 Packet Pg. 3054 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL A. Surveys during Progress of Work 1. Preliminary checks of design depth will be determined by soundings or sweepings taken behind the barge 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 the backfilling. The bathymetric surveys shall be signed and sealed by a Florida Registered Professional Surveyor. B. Final Examination and Acceptance 1. On completion of the backfilling, the Contractor shall engage a licensed surveyor to confirm completion of work prior to demobilization and no sooner than 90 days following the completion of work to demonstrate that significant compaction, migration of sediment or sand into the pore space of the fill, or the collapse of voids has not occurred. The survey shall demonstrate that the final elevation is within at least 0.5 feet of-8.5 feet NAVD88 on average for an area of 100 square feet; otherwise the Contractor shall remobilize and fill the U low spots identified in the survey to the final elevation specified in the U construction drawings using sand. U 1.2 INTENT OF THE SPECIFICATIONS 2- 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, N 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. 4i 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 Tetra Tech 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 proposal. 1.2.2. SAFETY OF STRUCTURES SCOPE OF WORK 00300-Page 55 of 219 Packet Pg. 3055 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL 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 backfilling operations. The Contractor shall be responsible for repair of damage resulting from construction operations. 1.2.3 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. 1.2.4 DAMAGE TO EXISTING STRUCTURES, UTILITIES AND LANDSCAPING A. The Contractor shall be responsible for and make good all damage to pavement E 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, fencing, and U any other appurtenances, at the Contractor's sole expense. It is anticipated that U the homeowners will be responsible for boat removal prior to commencement of U work. c� B. The Contractor shall produce a pre-construction and post constructions video to document the existing and rehabilitation conditions. The documentation shall 0 utilize a high-resolution digital video camera with extended still frame capability. The documentation shall record surface features located within the construction zone N 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 the County and Tetra Tech have .. reviewed the documentation and notified the Contractor of its acceptability. C. Information shown on the Drawings as to the location of existing utilities has been prepared by the most reliable data available to Tetra Tech. 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 SCOPE OF WORK 00300-Page 56 of 219 Packet Pg. 3056 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL pipes, sanitary pipes, or other structures which may be encountered, whether or not shown on the Drawings. D. 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. They 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. 1.2.5 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 and quantity of U materials to be encountered, the nature of the ground water conditions, the U character of equipment and facilities needed preliminary to and during the U 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. 0 1.2.6 PROJECT SIGNS CN CN 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 0 the Chief Resiliency Officer at no cost to the contractor. The exact sign locations shall be determined prior to beginning work by Tetra Tech/Engineer. 1.2.7 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 Tetra Tech/Engineer for approval prior to commencement of field activities. The SCOPE OF WORK 00300-Page 57 of 219 Packet Pg. 3057 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL 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. It t C.The Contractor shall keep the COUNTY Sustainability Manager, Tetra Tech/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.AII 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. U U 1.2.8 PROTECTION OF WORK U A.The Contractor shall protect his work throughout its length of the project by the erection of temporary fencing with privacy screening. They shall further indicate their work at night by the maintenance of suitable lights or flares. They shall 0 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 their work N 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. 1.2.9 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 (Extiaibilf A). The modified Erosion and Sediment Control plan shall be .. sent to Monroe County and Tetra Tech/Engineer for review/approval before commencement of construction activities. c� 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, Tetra Tech" or designee for this project. The SCOPE OF WORK 00300-Page 58 of 219 Packet Pg. 3058 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL 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 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 at the mouth of the canal 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 E 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. The County Engineering consultant, Tetra Tech, will monitor the turbidity to ensure Contractor compliance. U U Manatee Special Conditions: U 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). 0 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. A 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 . 4i. 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 59 of 219 Packet Pg. 3059 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, 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. 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 E 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 smalltooth sawfish. Once the professional U spotter has confirmed that there are no T&E species located within the canal, U the contractor will prepare the project area by installing the remaining best U 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 0 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 N 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. A END OF SECTION 00300 c� SCOPE OF WORK 00300-Page 60 of 219 Packet Pg. 3060 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, 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... ... ... ... ... ... ... ... ... .......................... March XXI 2023 2. Proposal Due Date... ... ... ... ... ... ... ... ... ... ... ... ... ... ......................... .... April XX, 2023 2 3. Monroe County Selection of Contractor (anticipated)... ... ... ... ... ... ... ... ... ... May 2023 4. Signed Contract, Bond & Insurance Documents to Monroe County by the Contractor (anticipated)... ... .............................................................................................. June 2023 c� 5. Board of County Commission Meeting, Approval of Contractor & Contract... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ..............June 2023 6. Notice to Proceed Issued & Pre-Construction Meeting Held (anticipated) U ... ... ... ... ... ... ... ... ... ... ... ... ................................................................................July 2023 c� 7. Contractor Submittal of Required Technical Plans and Schedule (anticipated) ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ........ ... ... ... ... July 2023 0 8. Mandatory Initiation of Construction (anticipated) ... ... ... ... ... ... ..... July/August 2023 CN CN 9. Substantial Completion 120 calendar days for the Project (anticipated)... ... ........ ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .... ... ... ... ... ... ....TBD 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 Project within One Hundred and Twenty (120) 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 Tetra Tech, 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 MILESTONE SCHEDULE 00350-Page 61 of 219 Packet Pg. 3061 0.3.b BACKFILL RESTORATION WATER QUALITY IMPROVEMENT PROJECTS CANAL#90 HAMMER POINT PARK KEY LARGO, MONROE COUNTY, FL 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 Tetra Tech/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. The Owner shall be entitled to liquidated damages as shown below for work not accomplished by the dates specified 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 E damages table below shall be utilized to determine the amount of liquidated damages. c� FIRST SECOND 31ST DAY & CONTRACT AMOUNT 15 DAYS 15 DAYS THEREAFTER U Under $50,000.00 $50.00/Day $100.00/Day $250.00/Day U $50,000.00-99,999.00 100.00/Day 200.00/Day 750.00/Day U $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. M CN CN END OF SECTION 00350 A c� MILESTONE SCHEDULE 00350-Page 62 of 219 Packet Pg. 3062 0.3.b 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 A AGREEMENT Made as of the (write out the date) 2 BETWEEN the Owner: Monroe County Board of County Commissioners 1100 Simonton Street The Gato Building, Room 2-205 Key West, Florida 33040 c� And the Contractor: CONTRACTOR ADDRESS U ADDRESS U For the following Project: c� Backfill Restoration Water Quality Improvement Projects, Canal #90 Hammer Point Park, Key Largo, Monroe County, Florida 4- This Agreement represents one of the canal restoration demonstration projects approved by the Monroe County BOCC, whose public purpose is to improve the water N quality in Monroe County. Scope of the Work 1. Project Overview The Scope of Work for Canals #90 (between Hilson Court and Ivanhoe Court) located in Key Largo, Florida consists of backfilling. The backfilling activities are to be completed so that a natural benthic community can be established. This is a proven restoration technique that was vetted during the demonstration projects and is anticipated to increase the water quality in the canal. 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. AGREEMENT 00500-Page 63 of 219 Packet Pg. 3063 0.3.b 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. A 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 Tetra Tech/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 proposal 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. U 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 U obtain it. c� SPECIAL PROVISIONS 0 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 N of this Proposal Package. N 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 Tetra Tech 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. 4. Contractor shall maintain As-Built Drawings, (Record Drawings per Section 01720), of his work progression. AGREEMENT 00500-Page 64 of 219 Packet Pg. 3064 0.3.b 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 day's works shall be done in advance with approval from Tetra Tech / Engineer The Engineer is: Tetra Tech, Inc. Tom Mueller, P.E. 759 S. Federal Highway, Suite 314 Stuart, FL 34994 772-781-3405 U The Owner and Contractor agree as set forth below. U U 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 N 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. ARTICLE 2CL 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 AGREEMENT 00500-Page 65 of 219 Packet Pg. 3065 0.3.b 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 One Hundred and Twenty (120) 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. The Owner shall be entitled to liquidated damages as shown below for all work that fails to meet the deadlines shown 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 n 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 $500,000.00 and Up 500.00/Day 1,000.00/Day 3,500.00/Day U The Contractor's recovery of damages and sole remedy for any delay caused by the Owner shall be an extension of time on the Contract. 0 ARTICLE 4 ' Contract Sum N N 4.1 The owner shall pay the Contractor in current funds for the Contractor's performance of the Contract the Contract Sum of /100 Dollars ($ ) subject to additions and deductions as provided in the Contract Documents. 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: AGREEMENT 00500-Page 66 of 219 Packet Pg. 3066 0.3.b 5.3 Payment will be made by the Owner in accordance with the Florida Local Government Prompt Payment Act, section 218.735, Florida Statutes. Contractor shall submit to Owner invoices with supporting documentation acceptable to the Clerk, on a MONTHLY schedule in arrears. Acceptability to the Clerk is based on generally accepted accounting principles and such laws, rules and regulations as may govern the Clerk's disbursal of funds. Owner's performance and obligation to pay under this agreement, is contingent upon annual appropriation by the Board of County Commissioners. A 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. 5.6 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: U U 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 Five Percent (5%). 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 N deletion or change which results in a net decrease in the Contract Sum shall be the net N 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 A respect to that change. 5.6.2 Add that portion of the Contract Sum properly allocable to materials and equipment zi 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. AGREEMENT 00500-Page 67 of 219 Packet Pg. 3067 0.3.b 5.7 Retainage of 5%will be withheld in accordance with section 218.735 (8)(a), Florida Statutes. 5.8 Reduction or limitation of retainage, if any, shall be as follows: Upon achieving fifty percent (50 %) completion of the Work, and when requested by the Engineer, the Owner may release half of the amount previously retained. Owner reserves the right, at its sole discretion, to further reduce the amounts retained on any subsequent monthly payment request prior to final payment. Provided, however, nothing in this Section shall preclude or limit the Owner's right to withhold payment as otherwise permitted by the terms of the Contract Documents or as permitted by law. 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 E 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 U 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 N (6) Final Release of Lien N (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 AGREEMENT 00500-Page 68 of 219 Packet Pg. 3068 0.3.b 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 c� 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 U 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 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 N provided in Section 287.017, for CATEGORY TWO for a period of 36 months from the N 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. Records shall be retained for a period of seven years from the termination of this agreement or for a period of three years from the submission of the final expenditure report as per 2 CFR §200.333, whichever is greater. 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 seven 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 AGREEMENT 00500-Page 69 of 219 Packet Pg. 3069 O.3.b 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. U d) Attorney's Fees and Costs. The County and Contractor agree that in the event U 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 non- prevailing party and shall include attorney's fees and courts costs in appellate proceedings. ' N e) Binding Effect. The terms, covenants, conditions, and provisions of this N 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 AGREEMENT 00500-Page 70 of 219 Packet Pg. 3070 0.3.b 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 E and Florida statutes, and all local ordinances, as applicable, relating to nondiscrimination. These include but are not limited to: 1) Title VII of the Civil Rights Act of 1964 (PL 88- 352), which prohibit discrimination in employment on the basis of race, color, religion, sex and national origin; 2) Title IX of the Education Amendment of 1972, as amended (20 USC §§ 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 § 794), which U prohibits discrimination on the basis of handicaps; 4) The Age Discrimination Act of 1975, as amended (42 USC §§ 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 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, §§ 523 and 527 (42 USC §§ 690dd-3 and 290ee- N 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 §§ 3601 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 §§ 12101), as amended from time to time, relating to nondiscrimination in employment on the basis of disability; 10) Monroe County Code Chapter 14, Article 11, which prohibits discrimination on the basis of race, color, sex, religion, national origin, ancestry, sexual orientation, gender identity or expression, familial status or age; and 11) 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; AGREEMENT 00500-Page 71 of 219 Packet Pg. 3071 O.3.b 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 Records Compliance. Contractor must comply with Florida public records laws, including but not limited to Chapter 119, Florida Statutes and Section 24 of article I of the Constitution of Florida. The County and Contractor shall allow and permit reasonable access to, and inspection of, all documents, records, papers, letters or other "public record" 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 contract and related to contract performance. The County shall have the right to unilaterally cancel this contract upon violation of this provision by the U Contractor. Failure of the Contractor to abide by the terms of this provision shall be deemed a material breach of this contract and the County may enforce the terms of this provision in the form of a court proceeding and shall, as a prevailing party, be entitled to reimbursement of all attorney's fees and costs associated with that proceeding. This provision shall survive any termination or expiration of the contract. ' The Contractor is encouraged to consult with its advisors about Florida Public Records N Law in order to comply with this provision. N Pursuant to F.S. 119.0701 and the terms and conditions of this contract, the Contractor is required to: (1) Keep and maintain public records that would be required by the County to perform the service. (2) Upon receipt from the County's custodian of records, provide the County with a copy A of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law. (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 for the duration of the contract term and following completion of the contract if the contractor does not transfer the records to the County. (4) Upon completion of the contract, transfer, at no cost, to the County all public records in possession of the Contractor or keep and maintain public records that would be required by the County to perform the service. If the Contractor transfers all public records to the County upon completion of the contract, the Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Contractor keeps and maintains public records upon completion of the contract, the Contractor shall meet all applicable requirements for retaining public AGREEMENT 00500-Page 72 of 219 Packet Pg. 3072 0.3.b records. All records stored electronically must be provided to the County, upon request from the County's custodian of records, in a format that is compatible with the information technology systems of the County. (5) A request to inspect or copy public records relating to a County contract must be made directly to the County, but if the County does not possess the requested records, the County shall immediately notify the Contractor of the request, and the Contractor must provide the records to the County or allow the records to be inspected or copied within a reasonable time. If the Contractor does not comply with the County's request for records, the County shall enforce the public records contract provisions in accordance with the contract, notwithstanding the County's option and right to unilaterally cancel this contract upon violation of this provision by the Contractor. A Contractor who fails to provide the public records to the County or pursuant to a valid public records request within a reasonable time may be subject to penalties under Section 119.10, Florida Statutes. Contractor shall not transfer custody, release, alter, destroy or otherwise dispose of any public records unless or otherwise provided in this provision or as otherwise provided by law. U IF THE CONTRACTOR HAS QUESTIONS REGARDING THE U APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE U CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS, BRIAN BRADLEY, AT (305) 292-34709 BRADLEY- 0 BRIAN( -MONROECOUNTY-FL.GOV, MONROE COUNTY ATTORNEY'S N OFFICE, 1111 12th STREET, SUITE 408, KEY WEST, FL 33040. 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, 0 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 AGREEMENT 00500-Page 73 of 219 Packet Pg. 3073 0.3.b 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. 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. U 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 U 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. 0 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). The monetary limitation of liability under this contract shall be equal to the dollar value of the contract and not less than $1 million per occurrence pursuant to Section 725.06, Florida AGREEMENT 00500-Page 74 of 219 Packet Pg. 3074 0.3.b Statutes. 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. 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 E 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 U 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 N and Contractor and subcontractors shall not discriminate on the basis of race, color, N 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 A 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. Special Conditions, if any are detailed in Section 00990 of the Project Manual for this Project. ARTICLE 8 FEDERALLY REQUIRED CONTRACT PROVISIONS (applicable only if the project is being funded with a federal grant) AGREEMENT 00500-Page 75 of 219 Packet Pg. 3075 0.3.b The Contractor and its subcontractors must follow the provisions, as applicable, as set forth in 2 C.F.R. §200.326 Contract Provisions and 2 C.F.R., Appendix II to Part 200, as amended, including but not limited to: 8.1 Equal Employment Opportunity (41 CFR part 60-1.3). During the performance of this Agreement, the Contractor agrees as follows: (a) The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, sexual orientation, gender identity, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer, recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause. (b) The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin. (c) The Contractor will not discharge or in any other manner discriminate against U any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee, who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions, discloses the ' compensation of such other employees or applicants to individuals who do not otherwise N have access to such information, unless such disclosure is in response to a formal N complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the Contractor's legal duty to furnish information. (d) The Contractor will send to each labor union or representative of workers with which it has a collective bargaining agreement or other contract or understanding, a notice to be provided by the agency contracting officer, advising the labor union or workers' representative of the Contractor's commitments under section 202 of Executive Order CL 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. (e) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. (f) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. (g) In the event of the Contractor's non-compliance with the nondiscrimination clauses of this contract or with any of such rules, regulations, or orders, this contract may AGREEMENT 00500-Page 76 of 219 Packet Pg. 3076 0.3.b be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. (g) The Contractor will include the portion of the sentence immediately preceding sub-paragraph (a) and the provisions of paragraphs (a) through (g) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for non-compliance; provided, however, that in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the Contractor may request the United States to enter into such litigation to protect the interests of the United States. c� 8.2 Clean Air Act (42 U.S.C. §§7401-7671q.) and the Federal Water Pollution Control Act (33 U.S.C. §§1251-1387) as amended (for contracts and subgrants in excess of $150,000). Contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. §§7401-7671q) and the U Federal Water Pollution Control Act as amended (33 U.S.C. §§1251-1387) and will report violations to FEMA and the Regional Office of the Environmental Protection Agency (EPA). The Clean Air Act (42 U.S.C. §§7401-7671 q.) and the Federal Water Pollution Control Act (33 U.S.C. §§1251-1387), as amended, applies to Contracts and subgrants of amounts in excess of$150,000. N 8.3 Davis-Bacon Act, as amended (40 U.S.C. §§3141-3148). When required by N Federal program legislation, which includes emergency Management Preparedness Grant Program, Homeland Security Grant Program, Nonprofit Security Grant Program Tribal Homeland Security Grant program, Port Security Grant Program and Transit Security Grant Program, all prime construction contracts in excess of$2,000 awarded by non-Federal entities must comply with the Davis-Bacon Act (40 U.S.C. §§3141-3144, and §§3146-3148) as supplemented by Department of Labor regulations (29 CFR Part 5, "Labor Standards Provisions Applicable to Contracts Covering Federally Financed and Assisted Construction"). In accordance with the statute, contractors must be required to pay wages to laborers and mechanics at a rate not less than the prevailing wages specified in a wage determination made by the Secretary of Labor. In addition, contractors must be required to pay wages not less than once a week. If applicable, the COUNTY must place a copy of the current prevailing wage determination issued by the Department of Labor in each solicitation (attached hereto as Exhibit "A" and made a part hereof). The decision to award a contract or subcontract must be conditioned upon the acceptance of the wage determination. The County must report all suspected or reported violations to the Federal awarding agency. When required by Federal program legislation, which includes emergency Management Preparedness Grant Program, Homeland Security Grant Program, Nonprofit Security Grant Program, Tribal Homeland Security Grant Program, Port Security Grant Program and Transit Security Grant Program (it does not AGREEMENT 00500-Page 77 of 219 Packet Pg. 3077 0.3.b apply to other FEMA grant and cooperative agreement programs, including the Public Assistance Program), the contractors must also comply with the Copeland "Anti- Kickback" Act (40 U.S.C. §3145), as supplemented by Department of Labor regulations (29 CFR Part 3, "Contractors and Subcontractors on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States"). As required by the Act, each Contractor or subrecipient is prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he or she is otherwise entitled. The County must report all suspected or reported violations to the Federal awarding agency. a. The Contractor shall comply with 18 U.S.C. § 874, 40 U.S.C. § 3145, and the requirements of 29 C.F.R. pt. 3 as may be applicable, which are incorporated by reference into this contract. b. Subcontracts. The Contractor or subcontractor shall insert in any subcontracts the clause above and such other clauses as FEMA may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime Contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all of these contract clauses. C. Breach. A breach of the contract clauses above may be grounds for termination of the contract, and for debarment as a Contractor and subcontractor as provided in 29 C.F.R. § 5.12. U U 8.4 Contract Work Hours and Safety Standards Act (40 U.S.C. §§3701-3708). Where applicable, which includes all FEMA grant and cooperative agreement programs, all contracts awarded by the County in excess of $100,000 that involve the employment of mechanics or laborers must comply with 40 U.S.C. §§3702 and 3704, as supplemented by Department of Labor regulations (29 CFR Part 5). Under 40 U.S.C. §3702 of the Act, each Contractor must compute the wages of every mechanic and laborer based on a N standard workweek of forty (40) hours. Work in excess of the standard workweek is N permissible provided that the worker is compensated at a rate of not less than one and a half times the basic rate of pay for all hours worked in excess of forty (40) hours in the workweek. The requirements of 40 U.S.C. §3704 are applicable to construction work and provide that no laborer or mechanic must be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. 8.5 Rights to Inventions Made Under a Contract or Agreement. If the Federal award meets the definition of"funding agreement" under 37 CFR §401.2 (a) and the recipient or subrecipient wishes to enter into a contract with a small business firm or nonprofit organization regarding the substitution of parties, assignment or performance of experimental, developmental, or research work under that "funding agreement," the recipient or subrecipient must comply with the requirements of 37 CFR Part 401, "Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements," and any implementing regulations issued by the awarding agency. AGREEMENT 00500-Page 78 of 219 Packet Pg. 3078 0.3.b 8.6 Debarment and Suspension (Executive Orders 12549 and 12689). A contract award (see 2 CFR 180.220) must not be made to parties listed on the government wide exclusions in the System for Award Management (SAM), in accordance with the OMB guidelines at 2 CFR 180 that implement Executive Orders 12549 (3 CFR part 1986 Comp., p. 189) and 12689 (3 CFR part 1989 Comp., p. 235), "Debarment and Suspension." SAM Exclusions contains the names of parties debarred, suspended, or otherwise excluded by agencies, as well as parties declared ineligible under statutory or regulatory authority other than Executive Order 12549. 8.7 Byrd Anti-Lobbying Amendment (31 U.S.C. §1352). Contractors that apply or bid for an award exceeding $100,000 must file the required certification. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of n any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. §1352. Each tier must also disclose any lobbying with E non-Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the non-Federal award. 8.8 Compliance with Procurement of Recovered Materials as set forth in 2 CFR § 200.322. Contractor must comply with section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act. The requirements of Section U 6002 include procuring only items designed in guidelines of the Environmental Protection Agency (EPA at 40 CFR part 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of the item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year exceeded $10,000; procuring solid waste ' management services in a manner that maximizes energy and resource recovery; and N establishing an affirmative procurement program for procurement of recovered materials N identified in the EPA guidelines. (1) In the performance of this contract, the Contractor shall make maximum use of products containing recovered materials that are EPA- designated items unless the product cannot be acquired; (i) Competitively within a timeframe providing for compliance with the contract performance schedule; (ii) Meeting contract performance requirements; or (iii) At a reasonable price. (2) Information about this requirement, along with the list of EPA-designated items, is available at EPA's Comprehensive Procurement Guidelines web site, https-//www.epa.gov/smm/comprehensive-procurement-guideline-cpg-program. 8.9 Prohibition on certain telecommunications and video surveillance services or equipment as set forth in 2 CFR § 200.216. Recipients and subrecipients and their contractors and subcontractors may not obligate or expend any federal funds to (1) Procure or obtain; (2) Extend or renew a contract to procure or obtain; or (3) Enter into a contract (or extend or renew a contract) to procure or obtain equipment, services, or systems that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. As described in Public Law 115-232, section 889, covered telecommunications equipment is telecommunications equipment produced by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities). AGREEMENT 00500-Page 79 of 219 Packet Pg. 3079 0.3.b (i) For the purpose of public safety, security of government facilities, physical security surveillance of critical infrastructure, and other national security purposes, video surveillance and telecommunications equipment produced by Hytera Communications Corporation, Hangzhou Hikvision Digital Technology Company, or Dahua Technology Company (or any subsidiary or affiliate of such entities). (ii) Telecommunications or video surveillance services provided by such entities or using such equipment. (iii) Telecommunications or video surveillance equipment or services produced or provided by an entity that the Secretary of Defense, in consultation with the Director of the National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes to be an entity owned or controlled by, or otherwise connected to, the government of a covered foreign country. 2 8.10 Domestic preference for procurements asset forth in 2 CFR §200.322 The County and Contractor should, to the great extent practicable, provide a preference for the purchase, acquisition, or use of goods, products, or materials produced in the United States (including but not limited to iron, aluminum, steel, cement, and other manufactured products). These requirements of this section must be included in all subawards including contracts and purchase orders for work or products under federal award. For purposes of this section: (1) "Produced in the United States" means, for iron and steel products, that all manufacturing processes, from the initial melting stage through the application of U coatings, occurred in the United States. (2) "Manufactured products" means items and construction materials composed in whole or in part of non-ferrous metals such as aluminum; plastics and polymer-based products such as polyvinyl chloride pipe; aggregates such as concrete; glass, including optical fiber; and lumber. 0 8.11 Americans with Disabilities Act of 1990 (ADA), as amended. The Contractor will N comply with all the requirements as imposed by the ADA, the regulations of the Federal N government issued thereunder, and the assurance by the Contractor pursuant thereto. 8.12 Disadvantaged Business Enterprise (DBE) Policy and Obligation. It is the policy of the County that DBE's, as defined in 49 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 A 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 this Agreement. In this regard, all recipients and contractors shall take all necessary and reasonable steps in accordance with 2 C.F.R. §200.321 (as set forth below), applicable federal and state laws and regulations to ensure that the DBE's have the opportunity to compete for and perform contracts. The County and the Contractor and subcontractors shall not discriminate on the basis of race, color, national origin or sex in the award and performance of contracts, entered pursuant to this Agreement. 8.13 2 C.F.R. §200.321 - CONTRACTING WITH SMALL AND MINORITY BUSINESSES, WOMEN'S BUSINESS ENTERPRISES, AND LABOR SURPLUS AREA FIRMS: AGREEMENT 00500-Page 80 of 219 Packet Pg. 3080 0.3.b a. If the Contractor, with the funds authorized by this Agreement, seeks to subcontract goods or services, then, in accordance with 2 C.F.R. §200.321, the Contractor shall take the following affirmative steps to assure that minority businesses, women's business enterprises, and labor surplus area firms are used whenever possible. b. Affirmative steps must include: i. Placing qualified small and minority businesses and women's business enterprises on solicitation lists; ii. Assuring that small and minority businesses, and women's business enterprises are solicited whenever they are potential sources; iii. Dividing total requirements, when economically feasible, into smaller tasks or quantities to permit maximum participation by small and minority businesses, and women's business enterprises; iv. Establishing delivery schedules, where the requirement permits, which encourage participation by small and minority businesses, and women's business enterprises; V. Using the services and assistance, as appropriate, of such organizations as the Small Business Administration and the Minority Business Development Agency of the Department of Commerce. vi. Requiring the Prime Contractor, if subcontractors are to be let, to take the affirmative steps listed in paragraph (i) through vi) of this section. 8.14 The Contractor shall utilize the U.S. Department of Homeland Security's E-Verify U system to verify the employment eligibility of all new employees hired by the Contractor during the term of the Contract and shall expressly require any subcontractors performing work or providing services pursuant to the Contract to likewise utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the subcontractor during the Contract term. ' N N ARTICLE 9 Termination or Suspension 9.1 The Contract may be terminated by the Owner as provided in Article 14 of the General Conditions. ARTICLE 10 CL Enumeration of Contract Documents 10.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated as follows: (Insert information here). CU a) Drawings: b) Project Manual: 10.1.1 The Agreement is this executed Standard Form of Agreement Between Owner and Contractor. AGREEMENT 00500-Page 81 of 219 Packet Pg. 3081 O.3.b 10.1.2 The General Conditions are the General Conditions of the Contract for Construction. 10.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated: 10.1.4 The Addenda, if any, are as follows: Number Date Page 2 10.1.5 The Alternates, if any, are as follows: U Alternate No. 1: U U c� END ALTERNATES 0 A c� AGREEMENT 00500-Page 82 of 219 Packet Pg. 3082 0.3.b 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: Kevin Madok, Clerk OF MONROE COUNTY, FLORIDA By: By: As Deputy Clerk Mayor/Chairman Date (SEAL) CONTRACTOR Attest: By: By: U Print Name: Print name: c� U Title: Title: c� Date: Date- 0 And: By: Print Name: N N Title: Date: CU STATE OF FLORIDA COUNTY OF A Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. c� By: Notary Public Print Name My commission expires: Seal AGREEMENT 00500-Page 83 of 219 Packet Pg. 3083 0.3.b 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 U 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 N Section 01600 Material and Equipment N 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 c� GENERAL REQUIREMENTS Page 84 of 219 Packet Pg. 3084 0.3.b Section 00750 General Conditions of the Contract for Construction Table of Articles 2 1 . General Provisions 2. Owner 3. Contractor 4. Administration of the Contract 5. Subcontractors U 6. Construction by Owner or By Other Contractors U 7. Changes in the Work 8. Time 0 9. Payments and Completion N 10. Protection of Persons and Property 11 . Insurance and Bonds 12. Uncovering and Correction of Work 13. Miscellaneous Provisions CL 14. Termination or Suspension of the Contract E Packet Pg. 3085 0.3.b 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 Tetra Tech /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 Tetra Tech /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 Tetra Tech /Engineer. U U 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. 0 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 Q 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. 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. GENERAL CONDITIONS OF CONTRACT 00750-Page 86 of 219 Packet Pg. 3086 0.3.b 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. A 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 Tetra Tech /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 Tetra Tech /Engineer. All copies of them, except the Contractor's record set, shall be returned or suitably accounted for to Tetra Tech /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 N 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 Tetra Tech /Engineer at a fee of $5.00 per page for full size drawings (.25 per page for ' written specifications or 11"x 17" drawings). 1.4 Capitalization 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 GENERAL CONDITIONS OF CONTRACT 00750-Page 87 of 219 Packet Pg. 3087 0.3.b 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 A 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. ; c� 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. U 2.2.6 The Owner shall forward all communications to the Contractor through Sustainability U Manager and may contemporaneously provide the same communications to the Engineer. 2.2.7 The foregoing is 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 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 GENERAL CONDITIONS OF CONTRACT 00750-Page 88 of 219 Packet Pg. 3088 0.3.b 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 Tetra Tech/Engineer, notice will be given, and contractor is required to rectify deficiency immediately. 3.0 CONTRACTOR A 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. 2 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 Tetra Tech /Engineer errors, inconsistencies or omissions discovered. The Contractor U shall not be liable to the Owner, Sustainability Manager or Tetra Tech /Engineer for damage U resulting from errors, inconsistencies or omissions in the Contract Documents unless the U Contractor recognized such error, inconsistency or omission and knowingly failed to report it to Tetra Tech /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 Tetra Tech /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 N compare such field measurements and conditions and other information known to the Contractor N with the Contract Documents before commencing activities. Errors, inconsistencies or omissions discovered shall be reported to Tetra Tech /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. A 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 means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under this Contract, subject to overall coordination of Tetra Tech /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 Tetra Tech GENERAL CONDITIONS OF CONTRACT 00750-Page 89 of 219 Packet Pg. 3089 0.3.b /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. ' c� 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 Tetra Tech /Engineer, the Contractor will remove and/or replace the employee at the request of Tetra Tech /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 Q as necessary for proper coordination, fabrication and installation of his materials and equipment. The Contractor agrees to cooperate with Tetra Tech /Engineer, if required, to accommodate any CU 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 Tetra Tech /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 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 Tetra Tech /Engineer, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. 3.6 Taxes GENERAL CONDITIONS OF CONTRACT 00750-Page 90 of 219 Packet Pg. 3090 0.3.b 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/Tetra Tech 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, Tetra Tech /Engineer and Owner in writing, and necessary changes shall be accomplished by appropriate Modification. c� 3.7.4 If the Contractor performs Work knowing it to be contrary to laws, statutes, ordinances, M building codes, and rules and regulations without such notice to Sustainability Manager, Tetra Tech /Engineer and Owner, the Contractor shall assume full responsibility for such Work and shall bear the attributable costs. U U 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. N Other communications shall be similarly confirmed on written request in each case. The superintendent shall be satisfactory to Tetra Tech /Engineer and shall not be changed except with the consent of Tetra Tech /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 Tetra Tech /Engineer's information and Sustainability Manager's approval a 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. GENERAL CONDITIONS OF CONTRACT 00750-Page 91 of 219 Packet Pg. 3091 0.3.b 3.10.2 The Contractor shall cooperate with Tetra Tech /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 Tetra Tech /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 Tetra Tech /Engineer and shall be delivered to Tetra Tech /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. U 3.12.2 Product Data are illustrations, standard schedules, performance charts, instructions, U brochures, diagrams and other information furnished by the Contractor to illustrate materials or U equipment for some portion of the Work. c� 3.12.3 Samples are physical examples which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged. 0 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 N which submittals are required the way the Contractor proposes to conform to the information given N and the design concept expressed in the Contract Documents. Review by Tetra Tech /Engineer CU is subject to the limitations of Subparagraph 4.6.12. 3.12.5 The Contractor shall review, approve and submit to Tetra Tech /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 Tetra Tech /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. 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 Tetra Tech /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. GENERAL CONDITIONS OF CONTRACT 00750-Page 92 of 219 Packet Pg. 3092 0.3.b 3.12.8 The Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by Tetra Tech /Engineer approval of Shop Drawings, Product Data, Samples or similar submittals unless the Contractor has specifically informed Sustainability Manager and Tetra Tech /Engineer in writing of such deviation at the time of submittal and Tetra Tech /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 Tetra Tech /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 Tetra Tech /Engineer on previous submittals. 3.12.10 Informational submittals upon which Tetra Tech /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, Tetra Tech /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 Tetra Tech/Engineer for approval by the Owner. 3.13 Use of Site c) c) 3.13.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances, c) permits and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. M 3.13.2 The Contractor shall coordinate the Contractor's operations with, and secure the approval of, Tetra Tech/Engineer before using any portion of the site. 0 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 Tetra Tech/Engineer, Owner and such other contractors: such consent shall not be 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 Tetra Tech/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 GENERAL CONDITIONS OF CONTRACT 00750-Page 93 of 219 Packet Pg. 3093 0.3.b 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 Tetra Tech/Engineer. 3.15.2 If the Contractor fails to clean up as provided in the Contract Documents, Tetra Tech/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 Tetra Tech/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 Tetra Tech/Engineer harmless from loss on account thereof but shall not be responsible for such U defense or loss when a particular design, process or product of a particular manufacturer or U manufacturers is required by the Contract Documents. However, if the Contractor has reason to U 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 Tetra Tech/Engineer and Sustainability Manager. 3.18 Indemnification and Hold Harmless 0 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 N 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). The monetary limitation of liability under this contract shall be equal to the dollar value of the contract and not less than $1 million per occurrence pursuant to Section 725.06, Florida Statutes. 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. GENERAL CONDITIONS OF CONTRACT 00750-Page 94 of 219 Packet Pg. 3094 0.3.b 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. 4.0 ADMINISTRATION OF THE CONTACT 4.1 Tetra Tech/Engineer 4.1.1 The Tetra Tech/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 Tetra Tech/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 0 4.6 Administration of the Contract Q N 4.6.1 Sustainability Manager and Tetra Tech/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 Tetra Tech/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. 4.6.2 Tetra Tech/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 Tetra Tech/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 Tetra Tech/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, Tetra Tech/Engineer and the Owner until subsequently revised. GENERAL CONDITIONS OF CONTRACT 00750-Page 95 of 219 Packet Pg. 3095 0.3.b 4.6.4 Not used. 4.6.5 Tetra Tech/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, Tetra Tech 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 Tetra Tech/Engineer, Tetra Tech 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 Tetra Tech/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 Tetra Tech/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 U and Contractor shall communicate through Sustainability Manager, and shall contemporaneously provide the same communications to the Tetra Tech/Engineer. Communications by and with the U 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 Tetra Tech/Engineer. 0 4.6.8 Tetra Tech/Engineer will review and certify all Applications for Payment by the Contractor, including final payment. Tetra Tech/Engineer will assemble each of the Contractor's Applications N for Payment with similar Applications from other Contractor into a Project Application for Payment. N 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 Tetra Tech/Engineer's observations and evaluations of Contractors' 0 Applications for Payment, Tetra Tech/Engineer will certify the amounts due the Contractors and > will issue a Project Approval for Payment. 4.6.10 Tetra Tech/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 Tetra Tech/Engineer considers it necessary or advisable for implementation of the intent of the Contract Documents, Tetra Tech/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 Tetra Tech/Engineer. However, neither Tetra Tech/Engineer's nor Sustainability Manager's authority to act under this Subparagraph GENERAL CONDITIONS OF CONTRACT 00750-Page 96 of 219 Packet Pg. 3096 0.3.b 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 Tetra Tech/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 Tetra Tech/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. Tetra Tech/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 Tetra Tech/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. Tetra Tech/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. Tetra Tech/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. Tetra Tech/Engineer's review shall not constitute approval of safety precautions or, unless otherwise specifically stated by Tetra Tech/Engineer, of any construction means, methods, techniques, sequences or procedures. Tetra Tech/Engineer's approval of a specific item shall not indicate approval of an assembly of which the item is a component. M 4.6.13 Sustainability Manager will prepare Change Orders and Construction Change Directives, in consultation with Tetra Tech/Engineer. 0 4.6.14 Following consultation with Tetra Tech/Engineer, Sustainability Manager will take N appropriate action on Change Orders or Construction Change Directives. N 4.6.16 The Contractor will assist Tetra Tech/Engineer in conducting inspections to determine the dates of Substantial completion and final completion and will receive and forward to Tetra Tech/Engineer written warranties and related documents required by the Contract and assembled by the Contractor. Tetra Tech/Engineer will review and approve a final Project Application for 0 Payment upon compliance with the requirements of the Contract Documents. > 4.6.17 Tetra Tech/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 Tetra Tech/Engineer will interpret and decide matters concerning performance under and requirements of the Contract Documents on written request of the Owner or Contractor. Tetra Tech/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. GENERAL CONDITIONS OF CONTRACT 00750-Page 97 of 219 Packet Pg. 3097 0.3.b 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, 16th Judicial Circuit, Monroe County, Florida. 4.7.3 Time Limits on Claims. Claims by either party must be made within 21 days after U occurrence of the event giving rise to such Claim or within 21 days after the claimant first U recognizes the condition giving rise to the Claim, whichever is later. Claims must be made by U 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. N N 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; A .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. GENERAL CONDITIONS OF CONTRACT 00750-Page 98 of 219 Packet Pg. 3098 0.3.b 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 Tetra Tech/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 U detail to enable the other party to investigate the matter. If a Claim for additional cost or time U related to this Claim is to be asserted, it shall be filed as provided in Subparagraphs 4.7.7 or 4.7.8. c� 5.0 SUBCONTRACTORS 5.1 Definitions 0 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to N perform a portion of the Work at the site. The term "Subcontractor' is referred to throughout the N 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. 5.1.2 A Sub-subcontractor is a person or entity who has a direct or indirect contract with a 0 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. GENERAL CONDITIONS OF CONTRACT 00750-Page 99 of 219 Packet Pg. 3099 0.3.b 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 U Subcontractor, copies of the Contract Documents which the Subcontractor will be bound, and, U upon written request of the Subcontractor, identify to the Subcontractor terms and conditions of U 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 N Owner provided that: N .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 GENERAL CONDITIONS OF CONTRACT 00750-Page 100 of 219 Packet Pg. 3100 0.3.b 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 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 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 U receive the Contractor's Work, except as to defects not then reasonably discoverable. U 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. 6.2.4 The Contractor shall promptly remedy damage wrongfully caused by the Contractor to be completed or partially completed construction or to property of the Owner or other contractors as provided in Subparagraph 10.2.5. Q 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 0 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. GENERAL CONDITIONS OF CONTRACT 00750-Page 101 of 219 Packet Pg. 3101 0.3.b .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, Tetra Tech/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 Tetra Tech/Contractor alone. 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 N Order, Construction Change Directive or order for a minor change in the Work. N 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 Tetra Tech/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: GENERAL CONDITIONS OF CONTRACT 00750-Page 102 of 219 Packet Pg. 3102 0.3.b .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 E 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 U 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 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 0 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 N for overhead and profit shall be figured on the basis of the net increase, if any with respect to that N 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 GENERAL CONDITIONS OF CONTRACT 00750-Page 103 of 219 Packet Pg. 3103 0.3.b 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 Tetra Tech/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. c, .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 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. N N 7.3 Authority 7.3.1 Tetra Tech/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 affected by written order issued through > Tetra Tech/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. GENERAL CONDITIONS OF CONTRACT 00750-Page 104 of 219 Packet Pg. 3104 0.3.b 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 U of the Owner, Sustainability Manager, or the Tetra Tech/Engineer, or by any employee of either, U 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 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. N N 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 GENERAL CONDITIONS OF CONTRACT 00750-Page 105 of 219 Packet Pg. 3105 0.3.b 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 Tetra Tech/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 Tetra Tech/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 Tetra Tech/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. U .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 0 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 Q 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. GENERAL CONDITIONS OF CONTRACT 00750-Page 106 of 219 Packet Pg. 3106 0.3.b 9.4 Approval for Payment 9.4.1 Tetra Tech/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 Tetra Tech/Engineer's receipt of the Project Application for Payment, Tetra Tech/Engineer will either recommend approval to the Sustainability Manager for the Application for Payment, with a copy to the Contractor, for such amount as Tetra Tech/Engineer recommends to the Sustainability Manager is properly due, or notify the Contractor in writing of Tetra > Tech/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 Tetra Tech/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 Tetra Tech/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 Tetra Tech/Engineer. The issuance of a separate Approval for Payment will further constitute a representation that the Contractor is entitled to payment in the amount approved. However, the issuance of a separate Approval for Payment will not be a representation that Tetra Tech/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. , c� N 9.5 Decisions to Withhold Approval 9.5.1 Tetra Tech/Engineer may decline to approve an Application for Payment if, in his opinion, the application is not adequately supported. If the Contractor and Tetra Tech/Engineer cannot agree on a revised amount, Tetra Tech/Engineer shall process the Application for the amount it deems appropriate. Tetra Tech/Engineer may also decline to approve any Application for A 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 Tetra Tech/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. GENERAL CONDITIONS OF CONTRACT 00750-Page 107 of 219 Packet Pg. 3107 0.3.b 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 Tetra Tech/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 Tetra Tech/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 Tetra Tech/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. 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. 4- 9.6.3 Tetra Tech/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 Q 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, GENERAL CONDITIONS OF CONTRACT 00750-Page 108 of 219 Packet Pg. 3108 0.3.b 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 Tetra Tech/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, Tetra Tech/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 Certificate of Substantial Completion, complete or correct such item upon notification by Tetra �? Tech/Engineer. The Contractor shall then submit a request for another inspection by Tetra Tech/Engineer, to determine Substantial Completion. When the Work or designated portion thereof is substantially complete, Tetra Tech/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 4- 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 Q 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 Tetra Tech/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 Tetra Tech/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 GENERAL CONDITIONS OF CONTRACT 00750-Page 109 of 219 Packet Pg. 3109 0.3.b 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, Tetra Tech/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 Tetra Tech/Engineer a , written Notice that the Work is ready for final inspection and acceptance and shall also forward to Tetra Tech/Engineer a final Contractor's Application for Payment. Upon receipt, Tetra Tech/Engineer will promptly make such inspection. When Tetra Tech/Engineer finds the Work acceptable under the Contract Documents and the Contract fully performed, Tetra Tech/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 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. Tetra Tech/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. c, U 9.10.2 Neither final payment nor any remaining retained percentage shall become due until the Contractor submits to Tetra Tech/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 0 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). GENERAL CONDITIONS OF CONTRACT 00750-Page 110 of 219 Packet Pg. 3110 0.3.b 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 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 c, 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. 0 10.0 PROTECTION OF PERSONS AND PROPERTY N 10.1 Safety Precautions and Programs N 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 Tetra Tech/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 Tetra Tech/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 GENERAL CONDITIONS OF CONTRACT 00750-Page 111 of 219 Packet Pg. 3111 0.3.b Contractor shall, upon recognizing the condition, immediately stop Work in the affected area and report the condition to Tetra Tech/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, Tetra Tech/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, Tetra Tech/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, Tetra Tech/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, Tetra Tech/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: c, .1 employees on the Work and other persons who may be affected thereby; L) .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, 0 1 pavements, roadways, structures and utilities not designated for removal, relocation or M replacement in the course of construction; and N .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 10.2.1.27 10.2.1.37 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, GENERAL CONDITIONS OF CONTRACT 00750-Page 112 of 219 Packet Pg. 3112 0.3.b Sustainability Manager or Tetra Tech/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, Tetra Tech/Engineer or Sustainability Manager. A 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. 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. U U 11.0 INSURANCE AND BONDS U 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 4- engaged by the Contractor. As an alternative the Contractor may require all subcontractors to obtain insurance consistent with the attached schedules. Q 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: GENERAL CONDITIONS OF CONTRACT 00750-Page 113 of 219 Packet Pg. 3113 0.3.b 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. 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 U on the County prepared form entitled "Request for Waiver of Insurance Requirements" and U approved by the Monroe County's Risk Manager. 11.2 Builder's Risk Insurance: Not Required 11.3 Public Construction Bond 0 4- 11.3.1 A Public Construction Bond in the amount of the cost of construction is a requirement of this Contract. N N 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 Tetra Tech/Engineer's request or to requirements specifically expressed in the Contract Documents, it must, if required in writing by Tetra Tech/Engineer, be uncovered for their observation and be replaced at the Contractor's expense without change in the Contract Time. 4i 12.1.2 If a portion of the Work has been covered which Tetra Tech/Engineer has not specifically requested to observe prior to its being covered, Tetra Tech/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 GENERAL CONDITIONS OF CONTRACT 00750-Page 114 of 219 Packet Pg. 3114 0.3.b 12.2.1 The Contractor shall promptly correct Work rejected by Tetra Tech/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 Tetra Tech/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 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. M 12.2.4 If the Contractor fails to correct nonconforming Work within a reasonable time, the Owner U 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 Tetra U Tech/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 0 compensation for Tetra Tech/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 Q 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 GENERAL CONDITIONS OF CONTRACT 00750-Page 115 of 219 Packet Pg. 3115 0.3.b which case the Contract Sum will be reduced as appropriate and equitable. Such adjustment shall be affected whether or not final payment has been made. 13.0 MISCELLANEOUS PROVISIONS 13.1 Governing Law 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. U 13.3 Written Notice c, 13.3.1 Any written notices or correspondence given pursuant to this contract shall be sent by U United States Mail, certified, return receipt requested, or by courier with proof of delivery. Notice shall be sent to the following persons: 0 For Contractor: , N N A For Owner: Chief Resilience Officer 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, Tetra Tech/Engineer or Contractor shall constitute a waiver of a right or duty afforded them under the contract, nor shall GENERAL CONDITIONS OF CONTRACT 00750-Page 116 of 219 Packet Pg. 3116 0.3.b 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 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 Tetra Tech/Engineer timely notice of when and where tests and inspections are to be made so Tetra Tech/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 Tetra Tech/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, Tetra Tech/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 Tetra Tech/Engineer of when and where tests and inspections are to be made so Tetra Tech/Engineer may observe such procedures. The Owner shall bear such costs except as provided in Subparagraph 13.5.3. L) 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 Tetra Tech/Engineer's services and expenses. '- 13.5.4 Required certificates of testing, inspection or approval shall, unless otherwise required by N the Contract Documents, be secured by the Contractor and promptly delivered to Tetra Tech/Engineer. 13.5.5 If Tetra Tech/Engineer is to observe tests, inspections or approvals required by the Contract Documents, Tetra Tech/Engineer will do so promptly and, where practicable, at the normal place of testing. A 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: GENERAL CONDITIONS OF CONTRACT 00750-Page 117 of 219 Packet Pg. 3117 0.3.b .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; .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 Tetra Tech/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; c� .2 accept assignment of subcontracts pursuant to Paragraph 5.4; and .3 finish the Work by whatever reasonable method the Owner may deem expedient. U U U 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. 0 14.2 Suspension or Termination by the Owner for Convenience 14.2.1 The Owner may, without cause, order the Contractor in writing to; suspend, delay or Q interrupt the Work in whole or in part for such period of time as the Owner may determine. 14.2.2 This contract may be terminated for convenience by the Owner upon ten (10) days written notice to contractor delivered by hand or certified mail, return receipt requested, of intent to terminate and the date on which such termination becomes effective. Contractor shall cease work as directed. In such case, Contractor shall be paid for all work executed and termination expenses, and expenses incurred prior to termination. No payment shall be made for profit for work which has not been performed. c� GENERAL CONDITIONS OF CONTRACT 00750-Page 118 of 219 Packet Pg. 3118 0.3.b 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 c� (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: N U.S. Government Printing Office Bookstore 710 North Capitol Street N.W. Washington, DC http://www.gpo.gov/about/bookstore.htm > GENERAL CONTRACTOR REQUIREMENTS SAFETY PROGRAM Each Contractor and sub-contractor are 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. 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 PROJECT SAFETY AND HEALTH PLAN 00970-Page 119 of 219 Packet Pg. 3119 0.3.b 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 A 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 Tetra Tech/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 ' c� coordinate safety activities for upcoming work. 1.4 SAFETY PERSONNEL cam,' U Each Contractor is to designate a competent supervisory employee satisfactory to the Contracting U Officer to administer the safety program. c� The Mandatory Safety and Health Rules shall be posted in a conspicuous location along with the OSHA and Emergency Phone Number posters. 4- 1.5 SAFETY MEETINGS N 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 0 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. 1.6 SAFETY INSPECTION The Contractor shall perform frequent and regular safety inspections of the jobsite, materials, and equipment, and shall correct deficiencies. PROJECT SAFETY AND HEALTH PLAN 00970-Page 120 of 219 Packet Pg. 3120 0.3.b 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. E 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 N 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 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. c� 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 PROJECT SAFETY AND HEALTH PLAN 00970-Page 121 of 219 Packet Pg. 3121 0.3.b 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 M contract. c) 2.0 FIRST AID AND MEDICAL FACILITIES c, c, 2.1 FIRST AID KITS c� 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 M they become ineffective or outdated. N N 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. 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; PROJECT SAFETY AND HEALTH PLAN 00970-Page 122 of 219 Packet Pg. 3122 0.3.b (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. c� 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 N operate hoisting equipment. The Contractor is to submit a copy of each certification to the N 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. ' 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 PROJECT SAFETY AND HEALTH PLAN 00970-Page 123 of 219 Packet Pg. 3123 0.3.b 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. c� 4.3 SAFETY GOGGLES (DRILLERS) M 4.3.1 DRILLERS AND HELPERS. U U Drillers and helpers operating pneumatic rock drills/concrete saws must wear protective safety U goggles. c� 5.0 MACHINERY AND MECHANIZED EQUIPMENT: 0 5.1 SAFE CONDITION ' N Before any machinery or mechanized equipment is initially used on the job, it must be inspected N 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. A 5.2 TAGGING AND LOCKING The controls of power-driven equipment under repair are to be locked. An effective lockout and tagging procedure are 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. PROJECT SAFETY AND HEALTH PLAN 00970-Page 124 of 219 Packet Pg. 3124 0.3.b 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. U Machinery and mechanized equipment shall be operated only by authorized qualified persons. U 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. 0 5.3.7 GETTING ON OR OFF EQUIPMENT N N Getting on or off equipment while the equipment is in motion is prohibited. 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) c� 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. PROJECT SAFETY AND HEALTH PLAN 00970-Page 125 of 219 Packet Pg. 3125 0.3.b 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 c� 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. , N 5.4.7 BOOM STOPS N, 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 830 or less, 0 until completely stopping the boom at not over 870 above horizontal. 5.4.8 SAFETY HOOKS CL 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. PROJECT SAFETY AND HEALTH PLAN 00970-Page 126 of 219 Packet Pg. 3126 0.3.b 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. A 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 crane's 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. U U 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. Crane Lift Plans must be submitted at least 48 hours (2 business days) prior to mobilization — 5 4- days for critical and helicopter lifts. N 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 PROJECT SAFETY AND HEALTH PLAN 00970-Page 127 of 219 Packet Pg. 3127 0.3.b 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 U • Dimension Illustration and Specifications for Crane U • Lightning and Wind Restrictions (from operators' manual) U • Area (Quadrant) of Operation Diagram • Operator's License, Operators Training Information, USDOT Medical Certification, OSHA 10/30 Hour Course Completion Cards, as may be required by the project. • Jurisdictional Registration, if required 0 • JHA for Assembly/ Disassembly of Crane, Severe Weather, Truck Load / Unload, Etc. N • JHA for Power Line Encroachment N • 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. PROJECT SAFETY AND HEALTH PLAN 00970-Page 128 of 219 Packet Pg. 3128 0.3.b 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. U (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. 7.0 FIRE PROTECTION 0 A. Every Contractor and Subcontractor employed on the Project shall exercise good N construction practices to prevent fire. It shall be the responsibility of the Contractor to ensure that N 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 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 PROJECT SAFETY AND HEALTH PLAN 00970-Page 129 of 219 Packet Pg. 3129 0.3.b (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 Tetra Tech/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, Tetra Tech/Engineer, or Sustainability Manager. U D. The Contractor shall provide a security fence around the area of the Work so as to prevent U 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. c� 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, Q Sustainability Manager, and Tetra Tech/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). 4i 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 Tetra Tech/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 PROJECT SAFETY AND HEALTH PLAN 00970-Page 130 of 219 Packet Pg. 3130 0.3.b writing to the Contractor, Tetra Tech/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, Tetra Tech/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, Tetra Tech/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, Tetra Tech/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; c� .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 c, .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 N 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. A 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 Tetra Tech/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. PROJECT SAFETY AND HEALTH PLAN 00970-Page 131 of 219 Packet Pg. 3131 0.3.b 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 c� c, c, c, c� c� c� A c� PROJECT SAFETY AND HEALTH PLAN 00970-Page 132 of 219 Packet Pg. 3132 0.3.b SECTION 00980 - CONTRACTOR QUALITY CONTROL PLAN 1.1 Tetra Tech/Engineer DUTIES AND RESPONSIBILITIES A. Tetra Tech/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 L) shop drawings, product data and samples to Tetra Tech/Engineer. Any submittal c) that is at variance to the contract requirements must be identified as such and c) transmitted to Tetra Tech/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 Tetra Tech/Engineer. 0 4- 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 Q 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 ensure that the technical information provided, and all work performed is in accordance with the latest revisions of the A 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 Tetra Tech/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 to Tetra Tech/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. CONTRACTOR QUALITY CONTROL PLAN 00980-Page 133 of 219 Packet Pg. 3133 0.3.b 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 Tetra Tech/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) c� Note: Tetra Tech/Engineer will record the minutes to this inspection meeting and distribute accordingly. 0 2. Initial Inspection—Upon completion of a representative sample of a given N feature of the work, the Contractor's Quality Control Representative will meet with Sustainability Manager's representative Tetra Tech/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: Tetra Tech/Engineer will record the minutes to this inspection meeting and distribute accordingly. 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. CONTRACTOR QUALITY CONTROL PLAN 00980-Page 134 of 219 Packet Pg. 3134 0.3.b 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 Tetra Tech/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 1.4.13 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. ' c� 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 Tetra Tech/Engineer, if he so desires to attend, to perform an inspection of the completed work. c, 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 N 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: Tetra Tech/Engineer will record the minutes to this inspection meeting. A 6. Pre-Final Inspection—Upon substantial completion of the project work Tetra Tech/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 Tetra Tech/Engineer. All deficiencies and incomplete work should be completed prior to the final substantial completion inspection. 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 CONTRACTOR QUALITY CONTROL PLAN 00980-Page 135 of 219 Packet Pg. 3135 0.3.b representative Tetra Tech/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 Tetra Tech/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 L) The Daily Quality Control Report shall be used to document the summary of daily L) 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 0 necessitates such, a more separate and comprehensive form will be used. , Reference Contractor's Daily Report, and as needed Contractor Daily Quality N 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. 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 CONTRACTOR QUALITY CONTROL PLAN 00980-Page 136 of 219 Packet Pg. 3136 0.3.b 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. c, c, c� 0 N N A c� CONTRACTOR QUALITY CONTROL PLAN 00980-Page 137 of 219 Packet Pg. 3137 0.3.b 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. c� 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 4- contractor. The data contained was prepared by Tetra Tech/Engineer for the , design of the project, and neither the Owner nor Tetra Tech/Engineer, nor Q 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 Tetra Tech/Engineer, nor A 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. c� SPECIAL CONDITIONS 00990-Page 138 of 219 Packet Pg. 3138 0.3.b SECTION 01010 - SUMMARY OF THE WORK 1 Project Overview The Scope of Work for Canals #90 (between Hilson Court and Ivanhoe Court) located in Hammer Point Park in Key Largo, Florida consists of backfilling. The backfilling activities are to be completed so that a natural benthic community can be established. This is a proven restoration technique that was vetted during the demonstration projects and is anticipated to increase the water quality in the canals. The backfilling shall be done 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 (IE ltiailbif A). The backfilling will raise the canal bottoms to -8.5 ft. NAVD88, which is approximately 7.16 feet below the Mean Lower Low Water (MLLW) level for the canal (a depth that is typically suitable to allow for sufficient light and oxygen to permeate the water column to support a healthy ecological habitat). 2 General Project Intent and Scope Provide all labor, supervision, engineering, materials, supplies, equipment, tools, U 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. 4- 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 139 of 219 Packet Pg. 3139 0.3.b 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 day's works shall be done in advance with approval from County. c� 1.2 PROTECTION: U 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 U 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. N N 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. c� 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 140 of 219 Packet Pg. 3140 0.3.b 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 c� U U U c� 0 A c� SUMMARY OF THE WORK 01010-Page 141 of 219 Packet Pg. 3141 0.3.b 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. c, 1.3 SUBMITTALS c� 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 `� N A. Provide adequate protection for curbs and sidewalks over which trucks and equipment pass to reach job site. Contractor's vehicles: A 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 142 of 219 Packet Pg. 3142 0.3.b 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, T 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. U 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 (201h) day after submission of the pay request. 8 0 4. MONTHLY PAY REQUEST PROCEDURE N A. Tetra Tech/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 A. To help expedite the final payment, it is necessary for Tetra Tech/Engineer to have a correct and complete package of documents 20 days in advance of requested pay date. zj 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 Tetra Tech/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 (4) Contractor's Affidavit of Debts and Claims (5) Contractor's Affidavit of Release of Liens (6) Final Release of Lien APPLICATION FOR PAYMENT 01027-Page 143 of 219 Packet Pg. 3143 0.3.b 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. c� U U U c� 0 N N A c� APPLICATION FOR PAYMENT 01027-Page 144 of 219 Packet Pg. 3144 ( SEPOA - a lUa n U! II! )IO 06 ) 0009 qojeW ao - CZOZ Aienj sln - WOMPB44V Ci M O O Gam. 1515 N Q� U O a3 p J4 a) a) OU a) c m m 3 O tC O Q 'O(a))Q N 0 G. c U —0N Q N N O.— O O O N p mO N O U > _ Y as o O m o fl a N c 0 0 � ovNim o3 c 2E03 � c N c � o � m �E o o 3rn4 Qa3 ° da3Ec o0om o �C oo— > u� > LQ � C o m m � m " a c-E =m Q o i5 a) cto '° o �o -C o o o ao o .-cc o OU u� U c cU 0 ° L H n a�,�U U c a m � � O m z c.� a� c°i � O >�Qm U (D 0 C-0 Q m c my m o Q o N o Ew � co: Em 2 n Da o > o m ocUH6- >C) c O m OLL 2im m ,CC c E Y 2 3 H �.� o oQ o am_ 30 U UQcma) O) o �) oo O N H .'�.. O �,V1 O 6 M O O 5 0 0 0 `�- 'Q WQ a�Y a'O c UQ o�N N W C1' U 3 ° o0 N� a �v c°i° m.c: x cmco � m �_ W -0.c- O � U m w o.2 m a E (0 wLLJ z °.Qc a) U �0 z � ao aa) o > o z m E'�m T) E > ° O (D 0 Lo EU 5 m n a3 N w 5 °w o N c m aQ w m o �.� ° a m in cn zo O O c N E m d L > O L � m Z Q � W 5 Q a M O L.L a) > W LL > 'O cc � Q G Z U o rn } U o c Q O E U U o L Lc rQ ° ° ° U ° 15 a3 v OU w o � LL� a o_ E � Zo `� M > Q m O J z Q w`m. oami c0 Em a) 3 L o m 0 N O } UQ C a E > Om m Urn oCL L J u a LL a ci a ci oL z CO) 0 ci m in o Q m@ ea - ABIUAOABJL mgl$ ae 060) 0009 qojeW !m" [ZzAiegqa_q POSIAON-d-AN WOMPB44V to � C 0 $ u\ IL \ƒ/ J4 §f� IL U. a\ 0 _ \2)� w I ®° « a. J 2/ §LL \ \ o 0W0 + z 2 / e2ƒ� / 0 � 22 \_ °° C4 — E 2 u E� CD LL §)§\ @ }§�§ / z C14 0 / 3 u ) §} M 2 k $ } 00 » os@� ¥ 2 c ® /)/ 2 / ,2® 2 = i$ � \ \ Q \ � CL-0 c b t % \ u jj f @2 u« ui LL m 0) B => ui S � g2 =« » — 9 / w \ ] > a z C § ƒ W � ` : { < &\ :s 0C)— _ o F- 0 2 / e@c Co @ b Qa : \ L z � � � j § 2 § r U \\ \ ® \ w � .= eo o ƒ / §_ ) m ` /k aQ / \ / f ƒ 0.3.b 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......................... U Detailed description of change order and justification: U c� 0 4- N N 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 147 of FPacket Pg. 3147 0.3.b 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: U U U • Project engineer approves the change order. Yes ❑ No ❑ c� If no, explanation of why: 0 N • Change Order is correcting an error or omission in design document. Yes ❑No ❑ N Should a claim under the applicable professional liability policy be made? Yes ❑ No ❑ Explain: A c� CFRTIFICATF OF SUBSTANTIAL COMPITTION APPLICATION FOR PAYMENT 01027-Page 148 of Packet Pg. 3148 PROJF,CT- CONTRACT FOR 0.3.b CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS TO OWNER: CONTRACT FOR: (Name and address) CONTRACT DATE: a� T PROJECT: (Name and address) y 'L3 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). U U SUPPORTING DOCUMENTS ATTACHED HERETO: CONTRACTOR: 1. Consent of Surety to Final Payment. Whenever Surety is involved, Consent of Surety is required. 2 AIA DOCUMENT G707, CONSENT OF L- SURETY,may be used for this purpose. Indicate attachment: yes( ) no ( ) Address: c� The following supporting documents should be attached CU hereto: By: 1. Contractor's Release or Waiver of Liens, U- 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, U- accompanied by a list thereof. Notary Public: 3. Contractor's Affidavit or Release of Liens. c� My Commission Expires: APPLICATION FOR PAYMENT 01027-Page 149 Of Packet Pg. 3149 0.3.b CONTRACTOR'S AFFIDAVIT OF RELEASE OF LIENS TO OWNER: CONTRACT FOR: (Name and address) CONTRACT DATED: PROJECT: (Name and address) a 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 M 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 U property of the Owner arising in any manner out of the performance of the Contract referenced above. U U EXCEPTIONS: SUPPORTING DOCUMENTS ATTACHED CONTRACTOR: HERETO: (Name and address) 0 1. Contractor's Release or Waiver of Liens, , conditional upon receipt of final payment. By: Q 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) A Subscribed and sworn to before me this date: c� Notary Public: (SEAL) My Commission Expires: APPLICATION FOR PAYMENT 01027-Page 150 of FPacket Pg. 3150 0.3.b 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 c� 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: U U U c� thereon or in otherwise improving said property situated as above described. 0 IN WITNESS WHEREOF THIS day of 120 Q N Witness Name of Company A Witness Signature, Title Notary Public My commission expires: APPLICATION FOR PAYMENT 01027-Page 151 of 219 Packet Pg. 3151 0.3.b 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 c, 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 0 4- N 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 152 of 219 Packet Pg. 3152 0.3.b 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� 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 L) into the project. c) c, 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. 0 4- 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 Q mentioned as part of the Alternate. A c� ALTERNATES 01030-Page 153 of 219 Packet Pg. 3153 0.3.b 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 c, B. Field engineering is included in Section 01050 "Field Engineering". c) c, 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 `� N 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 154 of 219 Packet Pg. 3154 0.3.b 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 A 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. U 1.4 SUBMITTALS U U 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. Q 2. Indicate required installation sequences. 3. Comply with requirements contained in Section 01301 "Submittals". B. Staff Names: Within 3 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. c� 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 proceed until unsatisfactory conditions have been corrected in an acceptable manner. PROJECT COORDINATION 01040-Page 155 of 219 Packet Pg. 3155 0.3.b 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 U particular application indicated. Refer questionable mounting height decisions U to Engineer for final decision. U 3.1 CLEANING AND PROTECTIONS 2- M 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. N B. Clean and maintain completed construction as frequently as necessary through Q 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: c� PROJECT COORDINATION 01040-Page 156 of 219 Packet Pg. 3156 0.3.b 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 cs 14. Heavy traffic 15. Soiling, staining and corrosion �? 16. Bacteria t3 17. Rodent and insect infestation 18. Combustion 19. Electrical current 20. High speed operation 0 21. Improper lubrication N 22. Unusual wear or other misuse N CU 23. Contract between incompatible materials 24. Destructive testing 25. Misalignment A 26. Excessive weathering > 27. Unprotected storage 28. Improper shipping or handling 29. Theft 30. Vandalism c� PROJECT COORDINATION 01040-Page 157 of 219 Packet Pg. 3157 SECTION 01045 - CUTTING AND PATCHING PARTS 1, 2 and 3 — Not Applicable. 2 A u- w E END OF SECTION 01045 CUTTING AND PATCHING 01045-Page 158 of 219 1 Packet Pg. 3158 0.3.b 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. U B. Related Sections: The following Sections contain requirements that are related to U this Section: U 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 4- with Project Record Documents and recording of Owner-accepted deviations from indicated lines and levels. Q 1.3 SUBMITTALS A. Certificates: Submit a certificate signed by the land surveyor or professional engineer certifying the location and elevation of improvements. 0 A 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 c� A. Surveyor Qualifications: Engage a land surveyor registered in the state where the Project is located, to perform required land-surveying services. 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) FIELD ENGINEERING 01050-Page 159 of 219 Packet Pg. 3159 0.3.b 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. c, 1. Record benchmark locations, with horizontal and vertical data, on Project c) Record Documents. c, 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. 0 1. Prior to construction, verify the location and invert elevation at points of N 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. 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 Tetra Tech/Engineer when deviations that exceed indicated or recognized FIELD ENGINEERING 01050-Page 160 of 219 Packet Pg. 3160 0.3.b 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. c� c, c, c, c� 0 N N A c� FIELD ENGINEERING 01050-Page 161 of 219 Packet Pg. 3161 0.3.b SECTION 01200 - PROJECT MEETINGS PART 1 - GENERAL 1. SUMMARY A. Section includes: 1. Project meetings 2. Tetra Tech/ENGINEER'S RESPONSIBILITY A. Tetra Tech/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. U 6. Reproduce and distribute copies of minutes. U a. To participants in the meeting. U 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 4- represents. N 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 A. Location: A central site designated by Tetra Tech/Engineer. B. Attendance: 1. Monroe County Sustainability Manager designee. 2. Tetra Tech/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. b. Projected Construction Schedules. 2. Critical Work sequencing. PROJECT MEETINGS 01200-Page 162 of 219 Packet Pg. 3162 0.3.b 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 L) A. The Contractor's Project Manager and/or Superintendent shall be required to L) attend a periodic scheduled meeting. c� B. Location of the meetings: A central site designated by Tetra Tech/Engineer, typically it will be at the project site. 0 C. Attendance: , 1. Monroe County Sustainability Manager designee N 2. Tetra Tech/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. 13. Pending changes, substitutions and Change Order Requests (COR). 14. Review proposed changes for: a. Effect on Construction Schedule and on completion date. PROJECT MEETINGS 01200-Page 163 of 219 Packet Pg. 3163 0.3.b 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. c� c, c, c, c� c� c� A c� PROJECT MEETINGS 01200-Page 164 of 219 Packet Pg. 3164 0.3.b SECTION 01301 - SUBMITTALS PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. The Contractor shall submit to Tetra Tech/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 Tetra Tech/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. 0 2. Specification Section paragraph identification which describes submittal requirement. Q 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 Tetra Tech/Engineer should be aware of. C. The Contractor shall allow a minimum of two (2) days for review of submittal by Sustainability Manager and Tetra Tech/Engineer (in calendar days). D. The submittal master record will then be used to track submittals within the process. 1.3 SHOP DRAWINGS - Not applicable SUBMITTALS 01301-Page 165 of 219 Packet Pg. 3165 0.3.b 1.4 PRODUCT DATA A. Product data such as catalog cuts, brochures or manufacturer's sheets will be submitted and adequately identified to Tetra Tech/Engineer. Submit four (4) copies of product data to Tetra Tech/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 Tetra Tech/Engineer. Tetra Tech/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 Tetra Tech/Engineer. Construct mock-ups, including adjacent work required, to demonstrate the final appearance of the Work. C. The contractor shall submit (3) samples to Tetra Tech/Engineer and (1) will be L) returned to the contractor after review/return from Tetra Tech/Engineer. c� 1.6 CERTIFICATIONS A. Provide certifications as required by various technical sections on the Contractor's 0 letterhead stationery. Certifications shall be identified to this Project, dated and bear Contractor's signature in the same format used for the Owner/Contractor N agreement. N 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. A C. The Contractor shall submit one (1) original, one (1) electronic and two (2) hardcopies to Tetra Tech/Engineer. Tetra Tech/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 Tetra Tech/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 Tetra Tech/Engineer for review. Return submittals not meeting Contract requirements to subcontractors and do not forward such submittals to Tetra Tech/Engineer. SUBMITTALS 01301-Page 166 of 219 Packet Pg. 3166 0.3.b 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 Tetra Tech/Engineer in writing of deviations in submittals from the requirements of the Contract Documents. E. After Tetra Tech/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 Tetra Tech/Engineer's stamp and initials indicating review. G. The Contractor's responsibility for errors and omissions in submittals is not relieved by Tetra Tech/Engineer's review of submittals. " H. The Contractor's responsibility for deviations in submittals from requirements of the Contract Documents is not relieved by Tetra Tech/Engineer review of submittals unless Tetra Tech/Engineer gives written acceptance of specific deviations. c, c, 1.8 Tetra Tech/ENGINEER'S RESPONSIBILITIES c� A. Tetra Tech/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. 0 B. Tetra Tech/Engineer will make changes or notations directly on the submittal, N identify such review with his review stamp, obtain and record the Record File copy , and return the submittal to the Contractor, with copies to Tetra Tech/Engineer. C. Tetra Tech/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. > c� SUBMITTALS 01301-Page 167 of 219 Packet Pg. 3167 0.3.b 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 Tetra Tech/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 c) each payment application. c) 1.2 FORMAT A. Prepare Progress Schedules, Contractor to submit format of schedule for approval by Sustainability Manager and Tetra Tech/Engineer. - 1.3 CONTENT `�' N 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. A 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. 3. Revised projections of progress and completion. 4. Other identifiable changes. PROGRESS SCHEDULES 01310-Page 168 of 219 Packet Pg. 3168 0.3.b 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 A. Submit initial schedules within five (5) days after receipt of the Contract Notice to Proceed. 1. Sustainability Manager and Tetra Tech/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: c� 1. Job site file. 2. Subcontractors. L' c, 3. Other concerned parties. c) c, 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 Tetra Tech/Engineer to notify the Contractor when to begin, to cease, or to resume work nor to give early notice 0 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. N N A c� PROGRESS SCHEDULES 01310-Page 169 of 219 Packet Pg. 3169 0.3.b 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 c, A. Type schedule on AIA G703 Form; the Contractor's standard forms and automated c) printout will be considered by Sustainability Manager upon the Contractor's c) request. Identify schedule with: 1. Title of Project and location 2. Architect/Engineer 3. Name and Address of the Contractor 4. Contract designation 0 5. Date of submission , N 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: 1. Include a directly proportional amount of the Contractor's overhead and profit for each item. SCHEDULE OF VALUES 01370-Page 170 of 219 Packet Pg. 3170 0.3.b 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. c� U U U c� 0 N N A c� SCHEDULE OF VALUES 01370-Page 171 of 219 Packet Pg. 3171 0.3.b 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 Tetra Tech/Engineer at the regularly scheduled Project Meetings. Contractors are to submit the original of their report and should keep a copy for their records. Tetra Tech/Engineer or Sustainability Manger photocopying facilities are not to be used in the reproduction for submission of the reports. DAILY CONSTRUCTION REPORTS 01385-Page 172 of 219 Packet Pg. 3172 0.3.b 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 c� OBSERVATIONS c, U U c� 0 cN cN A ITEMS TO SATISFY , INFORMATION OR ACTION REQUIRED c� ATTACHMENTS REPORT BY: DAILY CONSTRUCTION REPORTS 01385-Page 173 of 219 Packet Pg. 3173 0.3.b SECTION 01395 - REQUEST FOR INFORMATION (RFI) PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Notification to Tetra Tech/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 Tetra Tech//Engineer and Sustainability Manager immediately. If clarifications are necessary, the request is to be conveyed to Tetra Tech/Engineer and Sustainability Manager. Tetra Tech/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. 0 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), Q 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 174 of 219 Packet Pg. 3174 0.3.b REQUEST FOR INFORMATION (RFI) DATE RFI# PROJECT FROM CONTRACTOR ADDRESS PHONE FAX CELL TO ARCHITECT E ADDRESS c� PHONE FAX CELL u DESCRIPTION u u c� 0 cn CONTRACTOR RECOMMENDATION C' cN COSTIMPACT A NAME DATE RESPONSE c� NAME DATE Packet Pg. 3175 0.3.b 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 L) requirements specified or indicated. These services do not relieve Contractor of c) responsibility for compliance with Contract Document requirements. c) 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 0 are specified in the Sections that specify those activities. Requirements in , those Sections may also cover production of standard products. Q 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. 1.3 RESPONSIBILITIES QUALITY CONTROL 01400-Page 176 of 219 Packet Pg. 3176 0.3.b 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. 2) 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. ' c� 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. c, 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. 0 C. Associated Services: Cooperate with agencies performing required inspections, Q 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. 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. QUALITY CONTROL 01400-Page 177 of 219 Packet Pg. 3177 0.3.b 1. The agency shall notify Tetra Tech/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 Tetra Tech/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: U a. Date of issue. U 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. 0 g. Identification of product and Specification Section. , h. Complete inspection or test data. N 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. 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) QUALITY CONTROL 01400-Page 178 of 219 Packet Pg. 3178 0.3.b 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 are Contractor's responsibility, regardless of the assignment of responsibility for inspection, testing, or similar services. c� c, c, c, c� 0 N N A c� QUALITY CONTROL 01400-Page 179 of 219 Packet Pg. 3179 0.3.b 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. c, 1.2 SELECTION AND PAYMENT c� 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. A 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. 1.4 TESTING LABORATORY RESPONSIBILITIES TESTING LABORATORY SERVICES 01410-Page 180 of 219 Packet Pg. 3180 0.3.b A. Test samples of mixes. B. Provide qualified personnel at the Site. Cooperate with Tetra Tech/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 Tetra Tech/Engineer and the Contractor of observed irregularities or non-conformance of the Work or products. F. Perform additional inspections and tests required by the Tetra Tech/Engineer. 1.5 TESTING LABORATORY REPORTS A. After each inspection and test, promptly submit copies of testing laboratory report to Tetra Tech/Engineer and Contractor. c, B. Include: U U 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 0 6. Location in the Project , 7. Type of inspection or test N 8. Date of test 9. Results of test 10. Conformance with the Contract Documents C. When requested by Tetra Tech/Engineer, provide interpretation of test results. A 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. 1.7 THE CONTRACTOR RESPONSIBILITIES TESTING LABORATORY SERVICES 01410-Page 181 of 219 Packet Pg. 3181 0.3.b 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 Tetra Tech/Engineer and the testing laboratory 24 hours prior to expected time for operations requiring inspection and testing services. 2) 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. c, c, c� 0 c14 c14 A c� TESTING LABORATORY SERVICES 01410-Page 182 of 219 Packet Pg. 3182 0.3.b 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 Tetra Tech/Engineer", L) "requested by Tetra Tech/Engineer', and similar phrases. c) D. Approve: The term "approved", where used in conjunction with Tetra U Tech/Engineer's action on the Contractor's submittals, applications, and requests, is limited to Tetra Tech/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. N N 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. 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 REFERENCE STANDARDS AND DEFINITIONS 01421-Page 183 of 219 Packet Pg. 3183 0.3.b 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 U 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. U 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 N 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, 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 REFERENCE STANDARDS AND DEFINITIONS 01421-Page 184 of 219 Packet Pg. 3184 0.3.b 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 Tetra Tech/Engineer for a decision before proceeding. D. Copies of Standards: Each entity engaged in construction on the Project is U required to be familiar with industry standards applicable to that entity's construction activity. Copies of applicable standards are not bound with the U 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. 0 E. Abbreviations and Names: Trade association names and titles of general standards are frequently abbreviated. Where such acronyms or abbreviations are N 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. A 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 185 of 219 Packet Pg. 3185 0.3.b AA Aluminum Association AABC Associated Air Balance Council AAMA American Architectural Manufacturers AAN American Association of Nurserymen (See AN LA) 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 c� AIA the American Institute of Architects U AISC American Institute of Steel Construction U U AITC American Institute of Timber Construction c� ALA American Laminators Association ALSC American Lumber Standards Committee 0 AMCA Air Movement and Control Association International, Inc. N N ANLA American Nursery and Landscape Association ANSI American National Standards Institute APA APA-The Engineering Wood Association A (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 186 of 219 Packet Pg. 3186 0.3.b 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 U GANA Glass Association of North America U (Formerly: Flat Glass Marketing Association) c� HMA Hardwood Manufacturers Association (Formerly: Southern Hardwood Lumber Manufacturers Association) 0 HPVA Hardwood Plywood and Veneer Association N MFMA Maple Flooring Manufacturers Association CU NAAMM National Association of Architectural Metal Manufacturers NECA National Electrical Contractors Associations A 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 NWWDA National Wood Window and Door Association REFERENCE STANDARDS AND DEFINITIONS 01421-Page 187 of 219 Packet Pg. 3187 0.3.b (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 , c� 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 20220 REFERENCE STANDARDS AND DEFINITIONS 01421-Page 188 of 219 Packet Pg. 3188 0.3.b 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. L) c) c) 1.2 PRODUCT HANDLING c� A. Maintain temporary facilities and controls in proper and safe condition throughout progress of the Work. 0 4- PART 2 - PRODUCTS N 2.1 FIELD OFFICES AND SHEDS A. Contractor's facilities: 1. The Contractor shall provide and maintain an office with telephone facilities 0 where he or a responsible representative of his organization may be reached at any time while work is in progress. , 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 construction necessary for proper completion of the Work in compliance with pertinent safety and other regulations. TEMPORARY FACILITIES 01500-Page 189 of 219 Packet Pg. 3189 0.3.b 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 L) A. Maintain temporary facilities and controls as long as needed for safe and proper L) completion of the Work. c� 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. 0 N N A c� TEMPORARY FACILITIES 01500-Page 190 of 219 Packet Pg. 3190 0.3.b 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 cam' c, A. The Contractor shall be responsible for furnishing, installing, maintaining, and c) 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. 0 1. The Contractor shall comply with all Federal, State and local codes, laws and regulations governing such construction aids. N 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 Tetra Tech/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 Tetra Tech/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 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 CONSTRUCTION AIDS 01520-Page 191 of 219 Packet Pg. 3191 0.3.b 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 Tetra Tech/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. c� The foregoing obligations of the Contractor are in addition to his obligations under Article 10 of the General Conditions. U c, U U c� 0 N N A c� CONSTRUCTION AIDS 01520-Page 192 of 219 Packet Pg. 3192 0.3.b 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. c� c, c, c, c� c� c� A c� END SECTION 01550 ACCESS ROADS AND PARKING AREAS 01550-Page 193 of 219 Packet Pg. 3193 0.3.b 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. 0 B. Provide positive means to prevent airborne dust from dispersing into atmosphere. Q 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. 1.5 POLLUTION CONTROL TEMPORARY CONTROLS 01560-Page 194 of 219 Packet Pg. 3194 0.3.b 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. A 2) c� c� c� c� c� c� c� A END SECTION 01560 c� TEMPORARY CONTROLS 01560-Page 195 of 219 Packet Pg. 3195 0.3.b SECTION 01590 - FIELD OFFICES AND SHEDS A. The Contractor shall furnish, install, and maintain a temporary field office if required by Sustainability Manager and Tetra Tech/Engineer for his use, the use of his employees, and the use Tetra Tech/Engineer during the construction period. The location of the Field Office shall be determined by Sustainability Manager and Tetra Tech/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 Tetra Tech/Engineer. The type, size and location of field offices and sheds are subject to approval by Sustainability Manager and Tetra Tech/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 U Manager, at no additional cost to the Owner. U U F. The Contractor shall remove his field office and sheds on completion of the Work or when directed by Sustainability Manager and Tetra Tech/Engineer. The Contractor shall remove all debris and rubbish and shall leave the area in a clean and orderly condition. 0 4- N END SECTION 01590 A c� FIELD OFFICES AND SHEDS 01590-Page 196 of 219 Packet Pg. 3196 0.3.b 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. c� PART 2 - PRODUCTS c, 2.1 MATERIALS c) c, 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. 0 C. Use cleaning materials only on surfaces recommended by cleaning material Q manufacturer. D. Sweeping compounds used in cleaning operations shall leave no residue on concrete floor surfaces that may affect installation of finish flooring materials. A 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 197 of 219 Packet Pg. 3197 0.3.b D. Trash containers shall be provided by Contractor and located in trash accumulation areas designated by Tetra Tech/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 Tetra Tech/Engineer. Contractor shall use properly licensed solid waste hauling vendors, licensed to operate in Monroe County. c� c� c� c� c� c14 c14 A c� CONSTRUCTION CLEANING 01595-Page 198 of 219 Packet Pg. 3198 0.3.b 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. L) c, C. Provide interchangeable components of the same manufacturer, for similar c) components. c� 1.3 TRANSPORTATION AND HANDLING A. The Contractor shall be responsible for the transportation of all materials and 0 equipment furnished under this contract. Unless otherwise noted, the Contractor , shall also be responsible for loading, receiving and off-loading at the site all Q 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 199 of 219 Packet Pg. 3199 0.3.b 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 2 A. The Contractor shall be totally responsible for the security of his work, materials, equipment, supplies, tools, machinery, and construction equipment. c� c) c) c) c� 0 N N A c� MATERIAL AND EQUIPMENT 01600-Page 200 of 219 Packet Pg. 3200 0.3.b 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: c, 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. 4- 3) Performance and test data. , C. Samples, as applicable. Q 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. 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 Tetra Tech/Engineer the substitution request does not include adequate information necessary for a complete evaluation. 4. Requested directly by a subcontractor or supplier. POST CONTRACT SUBSTITUTIONS 01630-Page 201 of 219 Packet Pg. 3201 0.3.b E. Do not order or install substitute products without written acceptance of Tetra Tech/Engineer. F. Tetra Tech/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: c, a. Costs under separate contracts. b. Sustainability Manager's costs for redesign or revision of Contract Documents. c� 1.4 POST-PROPOSAL SUBSTITUTION FORM A. The form is attached to this section. 0 B. Substitutions will be considered only when the attached form is completed and N included with the submittal with back-up data. A c� POST CONTRACT SUBSTITUTIONS 01630-Page 202 of 219 Packet Pg. 3202 0.3.b POST-PROPOSAL SUBSTITUTION FORM TO: Tetra Tech/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. ' c� 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. L) Submitted By: L) c� Signature Title 0 Firm N 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 noted19 19 By: By: Date: Date: POST CONTRACT SUBSTITUTIONS 01630-Page 203 of 219 Packet Pg. 3203 0.3.b 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? U E. Manufacturer's warranties of the proposed and specified items are: U Same Different. Explain: 0 4- F. Reason for Request: , N N G. Itemized comparison of specified item(s) with the proposed substitution; list significant variations: A H. This substitution will amount to a credit or extra cost to the Owner of: ' dollars ($ ). I. Designation of maintenance services and sources: c� (Attach additional sheets if required.) POST CONTRACT SUBSTITUTIONS 01630-Page 204 of 219 Packet Pg. 3204 0.3.b 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 ' c� A. Include within the Contractor's quality assurance program such procedures as are required to assure full protection of work and materials. L) c, 1.3 MANUFACTURERS' RECOMMENDATIONS c) A. Except as otherwise approved by Sustainability Manager, determine and comply with manufacturers' recommendations on product handling, storage, and protection. 0 4- 1.4 PACKAGING N 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. Tetra Tech/Engineer may reject as non-complying such material and products that do not bear identification satisfactory to Tetra Tech/Engineer as to manufacturer, grade, quality, and other pertinent information. 1.5 PROTECTION A. Protect finished surfaces through which equipment and materials are handled. B. Provide protection for finished floor surfaces in traffic area prior to allowing equipment or materials to be moved over such surfaces. PRODUCT HANDLING 01640-Page 205 of 219 Packet Pg. 3205 0.3.b 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 Tetra Tech/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 Tetra Tech/Engineer and Sustainability Manager to justify an extension in Contract Time of Completion. c� c, c, c, c� c14 c14 A c� PRODUCT HANDLING 01640-Page 206 of 219 Packet Pg. 3206 0.3.b 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 Tetra Tech/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 U authorities: U 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 0 Contractor will make an observation to determine the status of completion. N 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. Tetra Tech/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. 2. The Owner will submit the certificate to the contractor for written acceptance of the responsibilities assigned to them in the certificate. CONTRACT CLOSEOUT 01700-Page 207 of 219 Packet Pg. 3207 0.3.b 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. U C. The Owner and the Contractor will make an inspection to verify the status U of completion with reasonable promptness after receipt of such U certification. c� 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. 0 2. The Contractor shall take immediate steps to remedy the stated , deficiencies and send a second written certification to the Owner N that the Work is complete. N 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: A. Project Record Documents (As Built Documents). B. Operating and maintenance data, instructions to the Owner's personnel. CONTRACT CLOSEOUT 01700-Page 208 of 219 Packet Pg. 3208 0.3.b 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 U e. Deductions for Re-inspection Payments U f. Other Adjustments U 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 0 A. The Contractor shall submit the final Application for Payment in accordance N with procedures and requirements stated in the Conditions of the Contract. A c� CONTRACT CLOSEOUT 01700-Page 209 of 219 Packet Pg. 3209 0.3.b 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 L) or property and which will not damage surfaces. c) c, 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 `�' N 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. D. Broom clean exterior paved surfaces; rake clean other surfaces of the grounds. FINAL CLEANING 01710-Page 210 of 219 Packet Pg. 3210 0.3.b 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. c� U U U c� 0 N N A c� FINAL CLEANING 01710-Page 211 of 219 Packet Pg. 3211 0.3.b 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 c� A. Store documents in cabinets in temporary field office, apart from documents used for construction. c, 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 Tetra Tech/Engineer. 0 4- E. Failure to maintain documents up-to-date will be cause for withholding payments. Q N 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 212 of 219 Packet Pg. 3212 0.3.b 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, C. Other items not originally specified. c� F. Conversion of schematic layouts: 1. Arrangement of conduits, circuits, piping, ducts and similar items are in most cases shown schematically on the Drawings. 0 2. Legibly mark to record actual construction: , a. Dimensions accurate to within 1" on the centerline of items N shown schematically. N 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". A 3. Tetra Tech/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 Tetra Tech/Engineer in writing. 1.4 SUBMITTAL c� A. At completion of Project, deliver Project Record Documents to Tetra Tech/Engineer prior to request for final payment. PROJECT RECORD DOCUMENTS 01720-Page 213 of 219 Packet Pg. 3213 0.3.b 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. c� c, c, c, c� c� c� A c� PROJECT RECORD DOCUMENTS 01720-Page 214 of 219 Packet Pg. 3214 0.3.b SECTION 01730 - OPERATION AND MAINTENANCE DATA PART 1 — GENERAL - Not Applicable END SECTION 01730 2 c� c, c, c, c� c� c� A c� OPERATION AND MAINTENANCE DATA 01730-Page 215 of 219 Packet Pg. 3215 0.3.b SECTION 01740 - WARRANTIES PART 1 — GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for the Contractor for warranties required by the Contract Documents, including manufacturer's standard warranties on products and special warranties. 1. Refer to the General Conditions for terms of the Contractor's period for correction of the Work. B. Related Sections: Not Applicable C. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor or the warranty on the Work that incorporates the L) products. Manufacturer's disclaimers and limitations on product warranties do not relieve c) suppliers, manufacturers, and subcontractors required to countersign special warranties with the c) Contractor. c� D. Separate Prime Contracts: Each prime contractor is responsible for warranties related to its own contract. 0 4- 1.3 DEFINITIONS N A. Standard products warranties are preprinted written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to the Owner. B. Special warranties are written warranties required by or incorporated in the Contract 0 Documents, either to extend limits provided by standard warranties or to provide greater rights > for the Owner. 1.4 WARRANTY REQUIREMENTS A. Related Damages and Losses: When correcting failed or damaged warranted construction, remove and replace construction that has been damaged as a result of such failure or must be removed and replaced to provide access for correction of warranted construction. B. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding; reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. WARRANTIES 01740-Page 216 of 218 Packet Pg. 3216 0.3.b C. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of the Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Owner has benefited from use of the Work through a portion of its anticipated useful service life. D. Owner's Recourse: Expressed warranties made to the Owner are in addition to implied warranties and shall not limit the duties, obligations, rights, and remedies otherwise available under the law. Expressed warranty periods shall not be interpreted as limitations on the time in which the Owner can enforce such other duties, obligations, rights or remedies. E. Where the Contract Documents require a special warranty, or similar commitment on the Work or part of the Work, the Owner reserves the right to refuse to accept the Work, until the Contractor presents evidence that entities required to countersign such commitments are willing to do so. 1.5 SUBMITTALS A. Submit written warranties to Sustainability Program Manager prior to the date certified ' for Substantial Completion. If the Sustainability Program Manager's Certificate of Substantial Completion designates a commencement date for warranties other than the date of Substantial Completion for the Work, or a designated portion of the Work, submit written warranties upon L) request of Sustainability Program Manager. c) c, B. When the Contract Documents require the Contractor, or the Contractor and a subcontractor or supplies manufacturer to execute a special warranty, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties. Submit a draft to the Owner, through Project Management, for approval prior to final execution. 0 C. Form of Submittal: At Final Completion compile 2 copies of each required warranty N properly executed by the Contractor, or by the Contractor, subcontractor, supplier, or manufacturer. Organize the warranty documents into an orderly sequence. D. Bind warranties and bonds in heavy-duty, commercial-quality, durable 3-ring, vinyl- covered loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8 '/2 x 11" (115-by-280-mm) paper. 1. Provide heavy paper dividers with celluloid covered tabs for each separate warranty. Mark the tab to identify the product or installation. Provide a typed description of the product or ' installation, including the name of the product, and the name, address, and telephone number of the Installer. 2. Identify each binder on the front and spine with the typed or printed title "WARRANTIES", Project title or name, and name of the Contractor. 3. When warranted construction requires operation and maintenance manuals, provide additional copies of each required warranty, as necessary, for inclusion in each required manual. 4. Provide one complete electronic copy on CD/DVD 5. Warranties will be submitted with the final project closure package WARRANTIES 01740-Page 217 of 218 Packet Pg. 3217 END SECTION 01740 0 CN a CN U- A CL U- w E WARRANTIES 0 1 740-Page 218 of 218 1 Packet Pg. 3218 O.3.b Exhibit A Design Drawings A Exhibit B Engineering and Environmental Report n� Exhibit C Grant Agreement LPA 0241 Exhibit D Bathymetric Survey Exhibit E Permits 0 A nCL E Packet Pg. 3219 0.3.d Elt] RA TECH January 19,2022 Submitted via email: Haag-Rhonda@MonroeCounty-FL.Gov Rhonda Haag Chief Resilience Officer Monroe County Sustainability 102050 Overseas Highway Key Largo, FL 33037 Subject: Site Ecological Assessment Report for Canal#90 Hilson Ct. & Ivanhoe Ct.,Tavernier, FL 33070 c� Dear Ms. Haag: U Tetra Tech is pleased to submit this ecological assessment report for your review for the subject project. , L- The report discusses benthic ecological assessment, a mangrove assessment, and sediment composition CL &contaminant assessment and provides effect determinations for the proposed actions. If you have any questions or need any additional information, please contact me. U) U) 0 Sincerely, U) U) 76 . 0 0 U 0) Matt Lybolt. PhD. Marine Ecologist U cc: Dennis Polski,Tetra Tech X c� 759 SOUth Federal Highway,Suite 314 St.Uart:, FL...34994 Tel 772.781.3400 Fax 772.781.341 1 www.tetratech.com Packet Pg. 3220 0.3.d Elt] RA TECH r as SUSTAINABILITY CANAL#90 ECOLOGICAL ASSESSMENT REPORT 0 CL CD CD E U) U) CD U) U) Prepared By: Tetra Tech, Inc. 759 South Federal Highway Stuart, FL 34994 CD Prepared For: Monroe County Canal Restoration 102050 Overseas Highway, Suite 212 Key Largo, FL 33037 X CD E 759 SOUth Federal Highway,Suite 314 St.Uart:, FL...34994 Tel 772.781.3400 Fax 772.781.341 1 www.tetratech.com Packet Pg. 3221 0.3.d TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY...................................................................................................................... 4 2.0 INTRODUCTION ................................................................................................................................ 4 3.0 METHODS......................................................................................................................................... 5 3.1 BENTHIC ECOLOGICAL ASSESSMENT............................................................................................ 5 > 3.2 MANGROVE ASSESSSMENT.......................................................................................................... 7 3.3 SEDIMENT SAMPLING................................................................................................................... 7 4.0 RESULTS............................................................................................................................................ 8 4.1 BENTHIC ECOLOGICAL ASSESSMENT............................................................................................ 9 4.2 MANGROVE ASSESSSMENT........................................................................................................ 10 c� 4.3 SEDIMENT SAMPLING................................................................................................................. 10 4.4 RESULTS FIGURES....................................................................................................................... 11 s U 5.0 OVERALL SUMMARY....................................................................................................................... 16 0 CL 6.0 REFERENCES.................................................................................................................................... 16 U) U) 0 U) U) LIST OF FIGURES n Figure1: Project Location............................................................................................................................. 5 2 0 Figure 2. SeaViewer camera system recorder and display screen............................................................... 6 U Figure 3. SeaViewer camera configured for towing, ready for deployment................................................ 7 Figure 4. Map of ecological assessment video transects and sampling areas............................................. 8 Figure 5.Typical canal floor, note the clear difference between the dark biofilm overlying the lighter U coloredsediments...................................................................................................................................... 11 Figure 6.Typical canal floor, note the clear difference between the dark biofilm overlying the lighter coloredsediments...................................................................................................................................... 11 x Figure 7.Typical canal floor, note the small rising fingers of biofilm (left) indicating hydrogen sulfide bubbles. ...................................................................................................................................................... 12 Figure 8.Typical canal floor, note the unrooted seagrass debris. ............................................................. 12 Figure 9. Mangrove snapper (Lutjanus griseus) nearby debris at the northeastern end of the area........ 13 Figure 10.Tree branch debris was present but uncommon. ..................................................................... 13 Figure 11. Green algae (Avrainvillea and Acetabularia) are abundant-common in non-shaded areas of the shallowcanal walls..................................................................................................................................... 14 Tetra Tech, Inc. Page 2 of 19 Packet Pg. 3222 0.3.d Figure 12. Sparse and patchy seagrass at the northernmost shallow end of the canal............................. 14 Figure 13. Particularly rich fouling community at the northernmost shallow end of the canal including massive sponges,tube worms, and green & red macroalgae.................................................................... 15 Figure 14. Canal wall underneath a boat lift, note how shading limits macroalgae growth. .................... 15 2A LIST OF TABLES > Table 1: Sediment sample locations............................................................................................................. 8 Table 2: Sediment bulk composition summary.......................................................................................... 10 APPENDICES Appendix A—Sediment grain size and bulk composition analysis results Appendix B—Sediment contaminant analysis results (60 pgs) U 0 CL U) U) 0 U) U) 0 0 U U X E c� Tetra Tech, Inc. Page 3 of 19 Packet Pg. 3223 0.3.d 1.0 EXECUTIVE SUMMARY On November 4th, 2021, Tetra Tech, Inc. conducted three ecological assessments of Canal #90, located between Hilson Ct. and Ivanhoe Ct. in Tavernier, Monroe County, Florida. The assessments included a benthic ecological assessment, a mangrove assessment, and sediment composition & contaminant assessment. All assessment methodologies followed the specifications in the SOW. 2A The canal floor is approximately 20-30 feet deep and does not support a macroflora community (e.g., mangroves, seagrass, macroalgae) or a macrofauna community. Habitat-forming biota were absent (e.g., sponges, hydroids, corals). The canal walls support a typical fouling community, and the richness and cover of benthic biota decreases sharply with depth. Consequently most of the wall fouling community is at higher elevations than the proposed action could affect, and the proposed filling of Canal 90 will have no negative impact on the wall fouling community. Mangroves (red mangroves, Rhizophora mangle) were observed at one property fronting the canal, and the mangrove canopy was intermixed with seagrape trees (Coccoloba uvifera). Because the maximum water depth at the base of mangrove roots was approximately 5 feet and the proposed filling would stop ' at 9 feet, no impacts to the mangroves are possible from the proposed action. Canal floor sediments are approximately 93% mud and fines (e.g., smaller than fine sand) and U approximately 18% of the sediment is organic matter. Contaminant analysis results were unremarkable for most potential contaminants.Concentrations of most petrochemicals, pesticides, herbicides,and PCBs CL were too low to be meaningfully measured (below practical quantitation limits - PQL). Select metals had elevated concentrations across all four samples, including Chromium, Arsenic, Barium, Lead, and Copper. In the context of estuarine sediments influenced by development, none of these metal concentrations are remarkable because the background is similar. U) U) The proposed filling of Canal 90 will have no negative impact on benthic resources or protected marine life. Furthermore,the results of the proposed action will almost certainly improve the habitat value of the canal floor by raising it to elevations with sufficiently intense sunlight to support a macroflora community 2 0 and increasing tidal flushing/dissolved oxygen to support a macrofauna community. U 2.0 INTRODUCTION The Canal #90 project is located on the northwest shore of Key Largo, and it encompasses approximately c? 0.65 acres.The canal is bordered by residential parcels on three municipal residential streets: Hilson Ct., on the west, Wellington Dr., on the south, and Ivanhoe Ct., on the east surround the canal. There are 18 residential parcels along the canal (8 parcels along Hilson Ct and 10 parcels along Ivanhoe Ct.). Global Positioning System (GPS) coordinates are Latitude 25° 1'44.20" North, Longitude 80°30'27.42"West. Refer to Figures 1 and 2 for project location. E The purpose of the ecological report is to describe the field-verified ecological conditions within and immediately adjacent to the proposed project area. Ecological conditions were assessed throughout: • Canal floor, including o Benthic flora o Benthic fauna Tetra Tech, Inc. Page 4 of 19 Packet Pg. 3224 0.3.d o Habitat-forming biota o Motile benthic fauna o Demersal fish o Protected species • Canal walls, o As above, • Mangrove community assessment • Sediment grain size and bulk composition as • Sediment concentrations of potential contaminants as 3.0 METHODS as On November 4, 2021,Tetra Tech conducted a thorough survey of the canal floor and walls, sampling the as areas via continuous video transects (Figure 1). U HILSON CT. 0. E„ LIi F� CANAL#90 J as ell 0 � t IVANHOE CT. W 01 Figure 1. Project Location � ° 3.1 BENTHIC ECOLOGICAL ASSESSMENT Ecological data were collected from four video transects. Transects 1 and 2 ran from south to north through the center of the Canal 90 floor,starting at the southern terminus and ending across the adjacent crossing-canal. These two deep transects were slightly offset from the centerline to the west and east, as respectively. Depths along transects 1 and 2 varied considerably but were generally 20-30 feet.Transects E 3 and 4 ran along the shallow margins of the canal with video recording the benthos between 0 feet and 8 feet.Transects 3 and 4 did not extend beyond Canal 90. The methods were capable of identifying and quantifying sensitive aquatic resources (i.e. seagrasses, stony corals hydrocorals, black corals, sea fans, and sponges) which could either be directly or indirectly Tetra Tech, Inc. Page 5 of 19 Packet Pg. 3225 0.3.d impacted by the implementation of the proposed project. Tetra Tech scientists used standard benthic assessment methodologies along transects to assess the entire Canal 90 area along relevant depth contours. The selected methodologies were equivalent to the published protocols specified in the Protocol for Benthic Surveys of Coral Resources in FKNMS (2011). Tetra Tech had SCUBA divers and equipment ready to deploy the Protocol for sampling Halophilia johnsonii(2011), but none was observed. Primary data collection was via tethered video camera. A SeaViewer drop-camera was deployed with a SeaViewer Analog recorder. Real-time GPS tracking was embedded in the video feed, and conventional start & end points were recorded as a backup using a GEODE sub-meter GPS receiver. The camera was used in two ways: configured for towed camera, and configured for pole-mounted camera.While towing, the camera was mounted and trimmed for a field of view (FOV) that was approximately 45 degrees downwards from horizontal (Figure 2, Figure 3). The camera elevation was maintained at approximately 0.5-1 meter above the seafloor, and the best-focus FOV was approximately 0.5 to 1 meter wide, though poor visibility at the canal-floor often limited the FOV. During field data collection the video feed was continuously watched in real-time by two experienced marine biologists on a 11-inch full color HD screen. The primary task of biologist #1 was manually raising/lowering the camera to maintain a consistent FOV and best possible image quality.The secondary task of biologist#1 and primary task of biologist#2 was scanning for seagrass, habitat characteristics, and noteworthy features. The secondary task of biologist#2 was keeping field notes and synchronizing video L) recording with GPS tracking. Following field data collection biologist #1 reviewed all videos to QC field observations and record new observations with the benefit of larger screens and the ability to CL pause/rewind. Data collection included qualitative and semi-quantitative characteristics of substrate type (rock, mud, artificial (concrete),etc.), benthic flora and fauna,and presence of seagrass.Semi-quantitative abundance follows the USFWS DACOR classification scale (Dominant, Abundant, Common, Occasional, Rare). U) 2 O�ioi L) X W E 0 ywi Figure 2.SeaViewer camera system recorder and display screen Tetra Tech, Inc. Page 6 of 19 Packet Pg. 3226 0.3.d ��fJk a ✓vf�vrvv���',I(� ^ ��µgGororr �r rG/�'� �1)� � aid i � /III/ 1� Vrvi � � ii �,y'*^ �/ rir,W a4' ✓i/���yy���"+," �"ip✓h �iJ/�7 u��'a ^7l Yl�rt y�rrw yJ.!/ms l��I( rY11�V! �rr. i N M �!'� r�V�rgr. i/ ✓f lia1 awn it /ar ��� � uuuV''u'uu iiiil (a "9 Y a U Figure 3.SeaViewer camera configured for towing, re dy for deployment U 3.2 MANGROVE ASSESSSMENT 0 CL Tetra Tech's scientists conducted a mangrove habitat assessment following standard protocols. Canopy extents were mapped using a sub-meter GEODE GPS receiver. Species composition was noted by trained biologists and real-time QC was conducted by a second trained biologist. U) U) 3.3 SEDIMENT SAMPLING 76 0 Canal floor sediment samples were collected via Ekman grab sampler at four(4) locations following 0 U standard protocols (Table 1). All samples were approximately from the Canal 90 centerline and were approximately evenly-spaced through the project area (Figure 4).The Ekman grab was partially dewatered, emptied into a stainless steel bowl, manually homogenized, and triplicate sediment samples were filled into labeled glass jars and placed on ice for later contaminant analyses. Additionally, U approximately%gallon of homogenized sediment from sample 3 was placed into a labeled double- layered ziplock for later grain size and bulk composition analyses. • Sediment analyses for bulk composition and grain size followed ASTM D 2216, AST D 2972, ASTM D 1240, and ASTM D 422. • Sediment analyses for common contaminants followed EPA 1311 (TCLP), EPA 1311/200.8, EPA 6020, EPA 8081 (GC), EPA 8082, EPA 8270C, FL-PRO (GC), SM 2540G. Tetra Tech, Inc. Page 7 of 19 Packet Pg. 3227 0.3.d Sediment Sample Latitude Longitude Analysis 1 25.028521° 80.507632° Chemical z 25.028996° 80.507647° Chemical 3 25.029499° 80.507646° Chemical 4 25.029283° 80.507670° Bulk Composition, Chemical Tulare 1:Sediment sample locations 4.0 RESULTS The ecological assessment included a thorough survey of the canal floor and walls, sampling the areas via continuous video transects (Figure 4). The raw video footage is securely stored at Tetra Tech, and is available upon request. Canal#90 Ecological Assessment Benthic Video Transects Mangrove Assessment ���i�IIN����� Canal Wall Video t r B i�/E "� Sediment Sam les ° � r K ��t , 0 CL W W ,d' "'�'" E YI" w4. ••J �N li pyy V) �w i s 0) Figure 4. Map of ecological assessment video transects and sampling areas L) 00 Protected Species Notes: One manatee was observed entering the canal around 1330 and leaving around 1430, no other marine mammals were observed in the vicinity during the site visit. Local observations suggest a crocodile in the vicinity, but sightings seem rare and none were observed in the vicinity during the site visit. No sea turtles were observed in the vicinity during the site visit. No corals or Johnsons seagrass were observed in the vicinity during the site visit. Tetra Tech, Inc. Page 8 of 19 Packet Pg. 3228 0.3.d 4.1 BENTHIC ECOLOGICAL ASSESSMENT Canal Floor No protected species were observed. No seagrass was observed. No corals were observed. The deep canal floor was a relatively uniform layer of mud, topped with a thin biofilm layer of reddish dinoflagellate/cyanobacteria. Bubbles trapped in the biofilm indicating hydrogen sulfide production were observed but were occasional-rare (Figure 5, Figure 6, Figure 7). Debris was occasional and mostly consisted of branches (Figure 10). Ropes, pipes,trash, and concrete items were occasional. Seagrass and macroalgae were not observed (Figure 5, Figure 6, Figure 7).Several isolated seagrass shoots were observed, and two were in upright position, but there was no indication these were rooted and growing, rather they were debris that was upright by coincidence (Figure 8). Several red mangrove propagules were observed, but at approximately 20 feet deep these would not be viable. Tracks from foraging benthic fauna were not observed (e.g., snail or crab tracks). Holes and burrows from benthic infauna were occasional-rare, and mounds from tubeworms were not observed. Fish sightings were occasional-rare (Figure 9). Canal Walls U t3 No protected species were observed. Seagrass was observed. No corals were observed. 0 CL The canal wall assessment area ranged between 0 feet and 8 feet which is shallower than the area , potentially affected by filling.The canal walls were hard substrate,either natural limestone or engineered structures. In general, benthic biota were more common in areas that had no shading from boat lifts or U) other structures. In general, the northern third of the canal had slightly sloped sides and small shelves while the southern two-thirds had little slope and essentially vertical sides. U) 76 In general, benthic biota were abundant-common in the northern third and occasional-rare in the 5 southern two-thirds. Seagrass was patchy and sparse in non-shaded areas along the northern third of the 0 canal, and was not observed in the southern two-thirds of the canal (Figure 12). Green macroalgae were common, mostly Halimeda, Caulerpa, Acetabularia, and Avrainvillea. Brown and 76 red algae were occasional, mostly Dictyota and Hypnea. Benthic fauna included foraminifers, massive and M U encrusting sponges, hydroids, tube worms, and tunicates (Figure 11, Figure 12, Figure 13). In general, richness and cover of benthic biota decreased sharply with depth and was notably diminished in shaded , areas (Figure 14). X Surnrnairy The canal floor does not support a macroflora community e. mangroves, seagrass, macroalgae). The pp Y ( 8•, 8 8 canal floor does not support a macrofauna community. Habitat-forming biota are absent (e.g., sponges, hydroids, corals). Motile benthic fauna were not observed (e.g., snails, crabs). Demersal fish were rare and transient. The proposed filling of Canal 90 will have no negative impact on benthic resources or protected marine life. Furthermore, the results of the proposed action will almost certainly improve the habitat value of the canal floor by raising it to elevations with sufficiently intense sunlight to support a Tetra Tech, Inc. Page 9 of 19 Packet Pg. 3229 0.3.d macroflora community and increasing tidal flushing / dissolved oxygen to support a macrofauna community. The canal walls support atypical fouling community,and the richness and cover of benthic biota decreases sharply with depth. Consequently most of the wall fouling community is at higher elevations than the proposed action could affect, and the proposed filling of Canal 90 will have no negative impact on the wall fouling community. A 4.2 MANGROVE ASSESSSMENT Red mangroves (Rhizophora mangle)were only observed at one property fronting the canal.This property had a seawall, but no boat lifts or other structures.The mangrove canopy was intermixed with seagrape trees (Coccoloba uvifera) and the extent of the mangroves are shown on Figure 4.The maximum water depth at the base of mangrove roots was approximately 5 feet. Because the proposed filling would stop at 9 feet deep, no impacts to the mangroves are possible from the proposed action. 4.3 SEDIMENT SAMPLING c� Grain size and bulk composition analyses of Sample #4 describe the sample as dark brown silty-clayey sand. Canal floor sediment grain size is 93% fines (smaller than sand, generally mud and silt) and 6.9% sand. The canal floor sediment bulk composition is 17.8% organic matter, a relatively high result. Note , that the method sampled only the uppermost 6-12 cm of sediment.Test findings are summarized in Table CL 2. Detailed Universal Engineering Sciences, Inc. laboratory test results are shown in Appendix A. Table 2:Sediment bulk composition summary U) U) Sand(Medium-Fine) Sand(Fire) %Passing No.200 Sieve Organic Content 0) 0.7% 6.2% 93.1% 17.8% U) 76 In general, results were unremarkable for most potential contaminants. Most petrochemicals, pesticides, 5 herbicides, and PCBs were below detection limits ("minimum detection limit" MDL in Appendix B) or 0 below practical quantitation limits (PQL in Appendix B). Select metals were much higher than PQL across all four samples, including Chromium, Arsenic, Barium, Lead, and Copper. In the context of estuarine sediments influenced by development, none of these metal concentrations are remarkable because the 76 background is similar. Detailed results of analyses are shown in Appendix B. t3 X E c� Tetra Tech, Inc. Page 10 of 19 Packet Pg. 3230 0.3.d 4.4 RESULTS FIGURES CD cs 0) t3 CL Figure 5. Typical canal floor, mote the clear difference between the cork biofilrn overlying the lighter � colored sediments. U) U) 0 U) U) 0 c� 0, t3 yg E c� uw Figure 6. Typical canal floor, note the clear difference between the dark biofilrn overlying the lighter colored sediments. Tetra Tech, Inc. Page I I of 19 Packet Pg. 3231 0.3.d to j� U Figure 7. Typical canal floor, mote the small rising fingers of biofilrn (left)indicating hydrogen sulfide 0 CL bubbles. U) U) 2 0 U / , E U Figure 8. Typical canal floor, note the unrooted seogross debris. Tetra Tech, Inc. Page 12 of 19 Packet Pg. 3232 0.3.d It, u' innuuuui a uuuioioui uouoioio uoioioui Figure 9. Mangrove snapper(Lutjonus griseus)nearby debris of the northeastern end of the area. CL U CD U VS % Figure 10. Tree broach debris was present but uncommon. Tetra Tech, Inc. Page 13 of 19 Packet Pg. 3233 0.3.d I( y Figure 11. Green algae(Avroinvilleo and Acetobulorio)are abundant-common in non-shaded areas of the U shallow canal walls. 0 CL // /��Qf I ii➢Jy el Y`/ti� r� �yb � /�/ T i8? /l/i il,% AMIAM r �)!,%/�%�// ,,, ,�, rr,�/,�i./y r��j��/>, ' ,,,,, ���, rf✓rif ui/N�hY A�r 6Y���;Ye / 1 u V p: r i n / / /lf��fl�/l✓hjr��j�i rrr/ r �i%/Ir r��%�riw"YI u / CD �� °w fi kfi U J= GI 111 � b Ft 4, fqf rr rly /rtu I ��; ^" %%/fir Y61m ;w.v "w^ Y u o )C �Y / Y LLB """`° I w 'lemu Umm': G ," r Wf� imi I.. ate' ;o � �wa Y�a�l�fir✓" u � /Y�r J r r r � Y*/gyrrr Y fl r uWi �w r >',%„Aw° Figure 12. Sparse and patchy seogross of the northernmost shallow end of the canal. Tetra Tech, Inc. Page 14 of 19 Packet Pg. 3234 0.3.d � v i Illi.i a ib I err T _ �n i V , i r >, N Figure 13. Particularly rich fouling community at the northernmost shallow end of the canal including U massive sponges, tube worms, and green & red macroalgae. , 0 CL U) /i U) U)r r e) / 2 U U i Figure 14. Canal wall underneath a boat lift, note how shading limits macroalgae growth. Tetra Tech, Inc. Page 15 of 19 Packet Pg. 3235 0.3.d 5.0 OVERALL SUMMARY The canal floor is approximately 20-30 feet deep and does not support a macroflora community (e.g., mangroves, seagrass, macroalgae) or a macrofauna community. Habitat-forming biota were absent (e.g., sponges, hydroids, corals). The canal walls support a typical fouling community, and the richness and cover of benthic biota decreases sharply with depth. Consequently most of the wall fouling community is at higher elevations than the proposed action could affect, and the proposed filling of Canal 90 will have no negative impact on the wall fouling community. Mangroves (red mangroves, Rhizophora mangle) were observed at one property fronting the canal, and the mangrove canopy was intermixed with seagrape trees (Coccoloba uvifera). Because the maximum water depth at the base of mangrove roots was approximately 5 feet and the proposed filling would stop at 9 feet, no impacts to the mangroves are possible from the proposed action. > The proposed filling of Canal 90 will have no negative impact on benthic resources or protected marine life. Furthermore,the results of the proposed action will almost certainly improve the habitat value of the canal floor by raising it to elevations with sufficiently intense sunlight to support a macroflora community and increasing tidal flushing/dissolved oxygen to support a macrofauna community. U 6.0 REFERENCES 0 CL Florida Fish and Wildlife Conservation Commission (FWC). 2011. Recommended Protocols for Estuarine and Marine Submerged Aquatic Vegetation (SAV) related to Permitting Applications (Draft) http://myfwc.com/media/1626941/SeagrassSurveyProtocol.pdf U) National Oceanic Atmospheric Association. 2011. Protocol for Benthic Surveys of Coral Resources in FKNMS April 29, 2011 (Seawalls &Shoreline Structures (rip rap, bulkheads, boat ramps, bridges) National Oceanic Atmospheric Association. 2011. Protocol for Benthic Surveys of Coral Resources in FKNMS April 29, 2011 (Docks and in-water structures(single family & multi-slip projects, U marinas, dredging) U X c� Tetra Tech, Inc. Page 16 of 19 Packet Pg. 3236 APPENDIX A—Sediment grain size and bu|k composition analysis results Universial Engineenng Sciences, Inc. PARTICLE SIZE ANALYSIS OF SOILS-ASTM D 422 sampled By: Date SamplaM TV4V2021 Wash Mobhod: APR DRY 244 GO I CC 20 Jig Packet Pg. 3237 � � 0.3.d Universal Engineering Sciences, Ins . I16sturre Organic gfl4 Fine pn_ nt of Saul a� otien retva"Tech M Inc- A Prof ct::D erra��r�srrsll��gptc�' �a��um�uat Testing...,,, � m ". Sa mpte No.: 1 3 (Date Testeda 1114d2J21 � ........................ ezp "". JtST�IM 0 2�16 IMltrotskw ca�ruk�nl Qt asep Wet SoIll1w t 1 104.L g � [Dry od ta"y"t 243M.9 e Water Lola 1055M 9 � Moisture Content 430.1 � .... T D 2972 ter eraa�Content of Soils p rvatacwrr _�... ""."�_"•""".• .. .. •.......... 1 Crucible o.: A IB C c' VVI Crucible,: ttt 38 - _ g my — g Wt.Crumbl a Oven Cary Sail. I i 5 g g Wt.Crumble*SoH After NgnttNacln -- tl 7 4 g g R U VVL at Saill Loss, +4 t g g �rOrganicGontert ,� 17. ".".". [ 14JIgtl CL Average Organic #,DIJV(01 Q A, 1240 Pe�rcerat P�aa�sin thw��w� 2g0„Sus�Ca Faris �etlp cl .....,,, .....-- t Qu OrlgOnal Wt.of Dry Sod 11 4t.13i g U) Wt of Dry Sod Aftea Wash _"�901 g 'ca"L at 5,01 P'assIng thQ 9200 Sieve" " VCD'g 2Ct g U) Percent Paassang#200 Cleve g1.7�." m ,.. Tested � AN rt a9ra Yn..de„ gate Pre red. Nawernb r Rs. 1�2,r,,. .. L35 re,vt�nrrnarn 0 Rarvpe aft . Date RmOse&--Novem rh1 6 t7epenmenk t,auaaa�Qeir � , Q 0) U 10 rYgi6f �9d�Pra t3 U . No.,18594 Rrmwned Sy ytW UnWeirsa l Engilaaeetihq Fesea ev t arl�Gi! .� Registry No t�CaCrafa'49 x 0 MATE OF 4 etp 't ORION'. vw ��Y nlauw rraiY h,.S.I E 'a�1Attt14Yirr' Packet Pg. 3238 APPENDIX B—Sediment contaminant analysis results (6Up8s) CL Packet Pg. 3239 � I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC:. Phone:(561)575-0030 Fax:(561)575-4118 www.jupiterlabs.com clientservices@jupiterlabs.com November 12,2021 2A Dave Frodsham RE: LOG# 2176832 Project ID: Tavernier#90 c5 Dear Dave Frodsham: Enclosed are the analytical results for sample(s)received by the laboratory on Friday, November 05,2021. Results reported herein conform to the most current NELAC standards,where applicable, unless indicated by'in the body of the report.The enclosed Chain O of Custody is a component of this package and should be retained with the package and incorporated therein. CL Results for all solid matrices are reported in dry weight unless otherwise noted. Results for all liquid matrices are reported as , received in the laboratory unless otherwise noted. Results relate only to the samples received. Should insufficient sample be provided to the laboratory to meet the method and NELAC Matrix Duplicate and Matrix Spike requirements,then the data will be analyzed,evaluated and reported using all other available quality control measures. U) U) Samples are disposed of after 30 days of their receipt by the laboratory unless extended storage is requested in writing.The 0 laboratory maintains the right to charge storage fees for archived samples.This report will be archived for 5 years after which time it U) will be destroyed without further notice,unless prior arrangements have been made. ra Certain analyses are subcontracted to outside NELAC certified laboratories,please see the Project Summary section of this report .may for NELAC certification numbers of laboratories used.A Statement of Qualifiers is available upon request. 2 O If you have any questions concerning this report,please feel free to contact me. U 0) U Sincerely, 114A — Taylor Tripodi for ° Kacia Baldwin Z kaciab@jupiterlabs.com E c5 Report ID:2176832 Page 1 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3240 e 0.3.d CASE NARRATIVE Jupiter Environmental Laboratories Inc. Lab Reference No./SDG: 2176832 Client: TT-FWI I. RECEIPT No exceptions were encountered unless a Sample Receipt Exception Report is attached to the Chain-of- Custody or a communication form is included in the addendum with this package. The following samples were diluted: > ClientID LabID Method Dilution lA,1B,1C 2176832001 EPA 1311/200.8 4 1A,1B,1C 2176832001 EPA 1311/200.8 4, lA,1B,1C 2176832001 EPA 6020 2 1A,1B,1C 2176832001 EPA 6020 2 2A,2B,2C 2176832002 EPA 1311/200.8 4 9= 2A,26,2C 2176832002 EPA 1311/200.8 4; 2A,2B,2C 2176832002 EPA 6020 2 c� 2A,26,2C 2176832002 EPA 6020 2 3A,3B,3C 2176832003 EPA 1311/200.8 4 3A,3B,3C 2176832003 EPA 1311/200.8 4 U 3A,3B,3C 2176832003 EPA 6020 2 3A,3B,3C 2176832003 EPA 6020 2 0 CL 4A,4B,4C 2176832004 EPA 1311/200.8 4 4A,4B,4C 2176832004 EPA 1311/200.8 4 4A,4B,4C 2176832004 EPA 6020 2 4A,4B,4C 2176832004 EPA 6020 2; E e) 0 U) II. METHODS U) ra Samples were analyzed according to JEL's Standard Operating Procedures for following Method(s): . EPA 1311 (TCLP), EPA 1311/200.8, EPA 6020, EPA 8081 (GC), EPA 8082, EPA 8270C, FL-PRO(GC),SM 254OG U 0) U III. Analysis t3 Sample analysis proceeded normally with the exception of following: Exceptions: Method: EPA 8081 (GC) Flag:JZ/Surrogate recovery was outside defined limits due to matrix interference. Following Samples/Analytes were flagged. - LabID: 240111; MS Analytes: Decachlorobiphenyl - LabID: 240112; DUP Analytes: Tetrachloro-m-xylene Packet Pg. 3241 O.3.d CASE NARRATIVE Jupiter Environmental Laboratories Inc. Lab Reference No./SDG: 2176832 Client: TT-FWI - LabID: 2176832001; SampleID: 1A,1B,1C Analytes: Decachlorobiphenyl; Tetrachloro-m-xylene - LabID: 2176832002; SampleID: 2A,2B,2C Analytes: Decachlorobiphenyl; Tetrachloro-m-xylene - LabID: 2176832003; SampleID: 3A,3B,3C > Analytes: Decachlorobiphenyl - LabID: 2176832004; SampleID: 4A,4B,4C Analytes: Decachlorobiphenyl; Tetrachloro-m-xylene Flag:J4IM5/M5D recovery exceeded control limits due to matrix interference. LC5/LC5D recovery was within acceptable range. Following 5amples/Analytes were flagged.' � - LabID: 240111; MS o' Analytes: Endosulfan sulfate U 0 CL Flag:J4al M5 value exceeded control limits which could bias sample results high;however sample data is non-detect and was not impacted. U) Following 5amples/Analytes were flagged.' U) U) - LabID: 240111; MS Analytes: Methoxychlor 0 U 0) U Flag.PIIRPD value not applicable for sample concentrations less than 5 times the PQL. Following 5amples/Analytes were flagged.' U - LabID: 240112; DUP Analytes: 4,4'-DDD X Method: EPA 8082 c� Flag:J2I5urrogate recovery was outside defined limits due to matrix interference. Following 5amples/Analytes were flagged.' - LabID: 240208; MS Analytes: Decachlorobiphenyl - LabID: 240209; DUP Packet Pg. 3242 0.3.d CASE NARRATIVE Jupiter Environmental Laboratories Inc. Lab Reference No./SDG: 2176832 Client: TT-FWI Analytes: Decachlorobiphenyl; Tetrachloro-m-xylene - LabID: 2176832001; SampleID: 1A,1B,1C Analytes: Decachlorobiphenyl; Tetrachloro-m-xylene a: - LabID: 2176832002; SampleID: 2A,2B,2C Analytes: Decachlorobiphenyl; Tetrachloro-m-xylene > - LabID: 2176832003; SampleID: 3A,3B,3C Analytes: Decachlorobiphenyl; Tetrachloro-m-xylene - LabID: 2176832004; SampleID: 4A,4B,4C Analytes: Decachlorobiphenyl; Tetrachloro-m-xylene Method: EPA 8270C c� Flag:JI/Surrogate recovery was outside defined limits. Following Samples/Analytes were flagged. 0 - LabID: 240236; MB CL Analytes: 2-Fluorophenol; Phenol-6 - LabID: 240237; LCS Analytes: Phenol-6 0 - LabID: 240238; LCSD U) Analytes: 2-Fluorophenol; Phenol-6 - LabID: 240240; DUP Analytes: 2-Fluorobiphenyl - LabID: 2176832003; SampleID: 3A,3B,3C Analytes: 2-Fluorobiphenyl t3 Method: FL-PRO (GM Flag:J215urrogate recovery was outside defined limits due to matrix interference. Following Samples/Analytes were flagged. - LabID: 240194; DUP Analytes: o-Terphenyl - LabID: 2176832002; SampleID: 2A,2B,2C Analytes: o-Terphenyl - LabID: 2176832003; SampleID: 3A,3B,3C Analytes: o-Terphenyl Packet Pg. 3243 O.3.d CASE NARRATIVE Jupiter Environmental Laboratories Inc. Lab Reference No./SDG: 2176832 Client: TT-FWI - LabID: 2176832004; SampleID: 4A,4B,4C Analytes: o-Terphenyl 2A I certify that this data package is in compliance with the terms and conditions agreed to by the client and Jupiter Environmental Laboratories, Inc., both technically and for completeness, for other than the conditions detailed in the SDG Narrative. Release of the data contained in this hardcopy data package and in the electronic data submitted has been authorized by the Laboratory Manager or the Manager's designee, as verified by the following signature. SIGNED: DATE: 11/12/2021 c� U 0 CL U) U) 0 U) U) 0 U t3 x E c� Packet Pg. 3244 I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 SAMPLE ANALYTE COUNT Workorder: 2176832 Project ID: Tavernier#90 Analytes Lab ID Sample ID Method Reported A 2176832001 1A,1B,1C EPA 1311/200.8 9 y 'L3 EPA 6020 9 EPA 8081 (GC) 24 EPA 8082 10 EPA 8270C 84 FL-PRO(GC) 3 SM 254OG 1 2176832002 2A,2B,2C EPA 1311/200.8 9 EPA 6020 9 EPA 8081 (GC) 24 00 EPA 8082 10 EPA 8270C 84 FL-PRO(GC) 3 0 CL SM 254OG 1 2176832003 3A,3B,3C EPA 1311/200.8 9 EPA 6020 9 E EPA 8081 (GC) 24 U) 0 EPA 8082 10 U) EPA 8270C 84 FL-PRO(GC) 3 .5 SM 254OG 1 O 0 2176832004 4A,4B,4C EPA 1311/200.8 9 Ca EPA 6020 9 �s EPA 8081 (GC) 24 EPA 8082 10 U EPA 8270C 84 8 00 FL-PRO(GC) 3 SM 254OG 1 X E c5 Report ID:2176832 Page 2 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3245 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC:. Phone:(561)575-0030 Fax:(561)575-4118 SAMPLE SUMMARY Workorder: 2176832 Project ID: Tavernier#90 Lab ID Sample ID Matrix Date Collected Date Received 2A 2176832001 1 A,1 B,1 C Soil/Solid 11/4/2021 14:30 11/5/2021 09:30 2176832002 2A,2B,2C Soil/Solid 11/4/202114:35 11/5/202109:30 2176832003 3A,3B,3C Soil/Solid 11/4/202114:45 11/5/202109:30 2176832004 4A,4B,4C Soil/Solid 11/4/202114:50 11/5/202109:30 2 c5 t3 O CL E U) U) 0) U) U) O 6 U 0) t3 X E c5 Report ID:2176832 Page 3 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3246 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832001 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 1A,1B,1C Date Collected: 11/4/2021 14:30 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Analysis Desc: EPA 8270C DOD Full List(S) Preparation Method:EPA 3545 Analytical Method: EPA 8270C 2-Fluorophenol(S) 81 % 25-120 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Phenol-d5(S) 84 % 20-110 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Nitrobenzene-d5(S) 66 % 20-120 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 2-Fluorobiphenyl(S) 32 % 30-115 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE ' 2,4,6-Tribromophenol(S) 57 % 20-120 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE p-Terphenyl-d14(S) 27 % 15-140 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 00 Semivolatiles by EPA 8270C U Analysis Desc: EPA 8270C DOD Full List(S) Preparation Method:EPA 3545 , Analytical Method: EPA 8270CCL 1,1'-Biphenyl U mg/Kg 3.74 0.624 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 1,2,4,5-Tetrachlorobenzene U mg/Kg 0.624 0.250 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 1,2,4-Trichlorobenzene U mg/Kg 0.624 0.287 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 1,2-Dichlorobenzene U mg/Kg 0.624 0.293 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE U) 1,3-Dichlorobenzene U mg/Kg 0.624 0.231 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 1,4-Dichlorobenzene U mg/Kg 0.624 0.250 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE U) 1-Methylnaphthalene U mg/Kg 0.624 0.150 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 2,3,4,6-Tetrachlorophenol U mg/Kg 0.624 0.206 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE _ 2,4,5-Trichlorophenol U mg/Kg 0.624 0.225 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 0 O 2,4,6-Trichlorophenol U mg/Kg 0.624 0.218 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 0 2,4-Dichlorophenol U mg/Kg 0.624 0.231 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE c� 2,4-Di nitro phenol U mg/Kg 0.624 0.624 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 2,4-Dinitrotoluene U mg/Kg 0.624 0.181 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 2,6-Dichlorophenol U mg/Kg 0.624 0.262 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 2,6-Dinitrotoluene U mg/Kg 0.624 0.243 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 2-Chloronaphthalene U mg/Kg 0.624 0.281 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE U 2-Chlorophenol U mg/Kg 0.624 0.225 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 00 2-Methylnaphthalene U mg/Kg 0.624 0.193 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE _ 2-Methylphenol U mg/Kg 0.624 0.193 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 2-Nitroaniline U mg/Kg 0.624 0.187 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 2-Nitrophenol U mg/Kg 0.624 0.324 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 3&4-Methylphenol U mg/Kg 1.25 0.218 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 3,3'-Dichlorobenzidine U mg/Kg 0.624 0.175 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE E 3-Nitroaniline U mg/Kg 0.624 0.200 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 4,6-Dinitro-2-methyl phenol U mg/Kg 0.624 0.549 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 4-Chloro-3-methyl phenol U mg/Kg 0.624 0.187 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 4-Chloroaniline U mg/Kg 0.624 0.275 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 4-Chlorophenyl phenyl ether U mg/Kg 0.624 0.150 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Report ID:2176832 Page 4 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3247 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832001 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 1A,1B,1C Date Collected: 11/4/2021 14:30 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Acenaphthene U mg/Kg 0.624 0.181 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Acenaphthylene U mg/Kg 0.624 0.200 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Acetophenone U mg/Kg 3.74 0.624 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Aniline U mg/Kg 0.624 0.243 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE y Anthracene U mg/Kg 0.624 0.193 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Benzidine U mg/Kg 0.624 0.275 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Benzo(a)anthracene U mg/Kg 0.624 0.193 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Benzo(a)pyrene U mg/Kg 0.624 0.150 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Benzo(b)fluoranthene U mg/Kg 0.624 0.150 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Benzo(g,h,i)perylene U mg/Kg 0.624 0.206 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 00 Benzo(k)fluoranthene U mg/Kg 0.624 0.262 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Benzyl alcohol U mg/Kg 0.624 0.262 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE t3 4-Bromophenyl phenyl ether U mg/Kg 0.624 0.231 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Butyl benzyl phthalate U mg/Kg 1.25 0.412 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE CL Carbazole U mg/Kg 0.624 0.200 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Chrysene U mg/Kg 0.624 0.087 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Di-n-butyl phthalate U mg/Kg 3.12 1.56 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Di-n-octyl phthalate U mg/Kg 0.624 0.225 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Dibenzo(a,h)anthracene U mg/Kg 0.624 0.125 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE U) Dibenzofuran U mg/Kg 0.624 0.181 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 0 Diethyl phthalate U mg/Kg 0.624 0.287 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE U) Dimethyl phthalate U mg/Kg 0.624 0.156 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 2,4-Dimethylphenol U mg/Kg 0.624 0.293 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Ey Fluoranthene U mg/Kg 0.624 0.162 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 2 Fluorene U mg/Kg 0.624 0.125 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 0 Hexachlorobenzene U mg/Kg 0.624 0.175 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Hexachlorobutadiene U mg/Kg 0.624 0.299 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Hexachlorocyclopentadiene U mg/Kg 0.624 0.337 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Hexachloroethane U mg/Kg 0.624 0.256 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Indeno(1,2,3-cd)pyrene U mg/Kg 0.624 0.075 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE t3 Isophorone U mg/Kg 0.624 0.212 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE N-Nitrosodi-n-propylamine U mg/Kg 0.624 0.193 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE N-Nitrosodiethylamine U mg/Kg 0.624 0.259 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE N-Nitrosodimethylamine U mg/Kg 0.624 0.206 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE N-Nitrosodiphenylamine U mg/Kg 0.624 0.168 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Naphthalene U mg/Kg 0.624 0.218 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE ; 4-Nitroaniline U mg/Kg 0.624 0.212 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Nitrobenzene U mg/Kg 0.624 0.250 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE 4-Nitrophenol U mg/Kg 0.624 0.225 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Pentachlorobenzene U mg/Kg 0.624 0.181 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Pentachlorophenol U mg/Kg 0.624 0.331 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Phenanthrene U mg/Kg 0.624 0.168 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Phenol U mg/Kg 0.624 0.231 1 11/8/2021 11:27 RNL 11/8/2021 19:12 EE Report ID:2176832 Page 5 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3248 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832001 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 1A,1B,1C Date Collected: 11/4/2021 14:30 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Pyrene U mg/Kg 0.624 0.143 1 11/8/2021 11:27 RNL 11/8/202119:12 EE Pyridine U mg/Kg 1.25 0.505 1 11/8/2021 11:27 RNL 11/8/202119:12 EE bis[2-Chloroethoxy]methane U mg/Kg 0.624 0.231 1 11/8/2021 11:27 RNL 11/8/202119:12 EE bis[2-Chloroethyl]ether U mg/Kg 0.624 0.256 1 11/8/2021 11:27 RNL 11/8/202119:12 EE y bis[2-Chloroisopropyl]ether U mg/Kg 0.624 0.231 1 11/8/2021 11:27 RNL 11/8/202119:12 EE bis[2-Ethylhexyl]phthalate U mg/Kg 6.24 3.12 1 11/8/2021 11:27 RNL 11/8/202119:12 EE o-Toluidine U mg/Kg 0.624 0.243 1 11/8/2021 11:27 RNL 11/8/202119:12 EE Wet Chemistry Analysis Desc:2540G Percent Solids(Dryweight) Analytical Method:SM 2540G 00 Percent Solids(Dryweight) 22.8 % 0.1 1 11/5/2021 15:50 EVA U Analysis Desc: EPA 8081 by GC L3 (S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) CL 0 Tetrachloro-m-xylene(S) 11 % 50-130 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE J2 Decachlorobiphenyl(S) 0.6 % 50-130 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE J2 4,4'-DDD U ug/Kg 1.86 0.367 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE 4,4'-DDE U ug/Kg 1.98 0.395 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE U) 4,4'-DDT U ug/Kg 4.57 0.914 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE Aldrin U ug/Kg 2.03 0.401 111/5/202116:40 RNL 11/8/202114:43 EE U) a-BHC U ug/Kg 1.81 0.361 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE a-Chlordane U ug/Kg 2.54 0.502 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE b-BHC U ug/Kg 2.48 0.491 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE 0 d-BHC U ug/Kg 1.81 0.356 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE 6 Dieldrin U ug/Kg 1.92 0.384 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE c� Endosulfan I U ug/Kg 1.98 0.395 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE Endosulfan 11 U ug/Kg 2.77 0.548 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE Endosulfan sulfate U ug/Kg 3.78 0.751 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE Endrin U ug/Kg 2.20 0.435 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE Endrin aldehyde U ug/Kg 2.20 0.435 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE Endrin ketone U ug/Kg 4.23 0.841 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE g-BHC(Lindane) U ug/Kg 2.03 0.406 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE g-Chlordane U ug/Kg 1.98 0.389 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE Heptachlor U ug/Kg 2.60 0.519 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE Heptachlor epoxide U ug/Kg 1.69 0.333 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE Methoxychlor U ug/Kg 2.88 0.576 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE Total Chlordane U ug/Kg 4.46 0.892 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE Total Toxaphene U ug/Kg 72.0 14.4 1 11/5/2021 16:40 RNL 11/8/2021 14:43 EE Semivolatiles by GC ° Report ID:2176832 Page 6 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3249 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832001 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 1A,1B,1C Date Collected: 11/4/2021 14:30 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Analysis Desc: Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method: FL-PRO(GC) Florida Pro Total U mg/Kg 59.1 29.6 1 11/5/2021 15:02 RNL 11/8/2021 18:01 TJ o-Terphenyl(S) 68 % 66-136 1 11/5/2021 15:02 RNL 11/8/2021 18:01 TJ n-Triacontane-d62(S) 78 % 36-132 1 11/5/2021 15:02 RNL 11/8/2021 18:01 TJ Analysis Desc: EPA 6020 RCRA-8 Metals by ICP/MS(S) Preparation Method:EPA 3050B(mod) Analytical Method: EPA 6020 c� Chromium 23 mg/Kg 4.8 0.96 2 11/8/2021 08:14 JR 11/8/202112:25 ZS 00 Arsenic 5.7 mg/Kg 2.2 0.36 2 11/8/2021 08:14 JR 11/8/202112:25 ZS Selenium U mg/Kg 4.4 2.1 2 11/8/2021 08:14 JR 11/8/202112:25 ZS t) Silver U mg/Kg 2.2 0.31 2 11/8/2021 08:14 JR 11/8/202112:25 ZS , Cadmium U mg/Kg 2.2 0.40 2 11/8/2021 08:14 JR 11/8/202112:25 ZS 0 CL Barium 20 mg/Kg 4.8 0.96 2 11/8/2021 08:14 JR 11/8/202112:25 ZS Mercury U mg/Kg 2.7 0.54 2 11/8/2021 08:14 JR 11/8/202112:25 ZS Lead 5.2 mg/Kg 2.2 0.34 2 11/8/2021 08:14 JR 11/8/202112:25 ZS Copper 21 mg/Kg 3.6 0.72 2 11/8/2021 08:14 JR 11/8/202112:25 ZS U) Analysis Desc: EPA 1311 TCLP RCRA-8 Metals Preparation Method:EPA 200.2 mod. U) Analytical Method: EPA1311/200.8 U) Chromium 0.00035i mg/L 0.0080 0.00027 411/9/202108:45 ZS 11/9/202111:42 ZS Arsenic 0.0089 mg/L 0.0080 0.00065 411/9/202108:45 ZS 11/9/202111:42 ZS Ey Selenium U mg/L 0.0080 0.0021 411/9/202108:45 ZS 11/9/202111:42 ZS 2 Silver 0.0014i mg/L 0.0080 0.00040 411/9/202108:45 ZS 11/9/202111:42 ZS U Cadmium U mg/L 0.0080 0.00028 411/9/202108:45 ZS 11/9/202111:42 ZS Barium 0.037 mg/L 0.0080 0.00030 411/9/202108:45 ZS 11/9/202111:42 ZS Mercury U mg/L 0.0080 0.00073 411/9/202108:45 ZS 11/9/202111:42 ZS Lead 0.00073i mg/L 0.0080 0.00012 411/9/202108:45 ZS 11/9/202111:42 ZS Copper 0.0014i mg/L 0.0080 0.00014 411/9/202108:45 ZS 11/9/202111:42 ZS cj Analysis Desc: EPA 8082 PCBs(S) Preparation Method:EPA 3545 00 Analytical Method: EPA 8082 Tetrachloro-m-xylene(S) 12.2 % 50-130 1 11/5/2021 16:43 RNL 11/8/2021 14:43 EE J2 Decachlorobiphenyl(S) 1.84 % 50-130 1 11/5/2021 16:43 RNL 11/8/2021 14:43 EE J2 Aroclor 1016 U ug/Kg 14 7.06 1 11/5/2021 16:43 RNL 11/8/2021 14:43 EE Aroclor 1221 U ug/Kg 14 7.06 1 11/5/2021 16:43 RNL 11/8/2021 14:43 EE Aroclor 1232 U ug/Kg 14 7.06 1 11/5/2021 16:43 RNL 11/8/2021 14:43 EE Aroclor 1242 U ug/Kg 14 7.06 1 11/5/2021 16:43 RNL 11/8/2021 14:43 EE Aroclor 1248 U ug/Kg 14 7.06 1 11/5/2021 16:43 RNL 11/8/2021 14:43 EE Aroclor 1254 U ug/Kg 14 7.06 1 11/5/2021 16:43 RNL 11/8/2021 14:43 EE Aroclor 1260 U ug/Kg 14 7.06 1 11/5/2021 16:43 RNL 11/8/2021 14:43 EE Report ID:2176832 Page 7 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3250 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC:. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832001 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 1A,1B,1C Date Collected: 11/4/2021 14:30 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Total PCBs U ug/Kg 14 7.06 1 11/5/2021 16:43 RNL 11/8/2021 14:43 EE 2 c5 t3 O CL E U) U) 0 U) U) O 6 U t3 X E c5 Report ID:2176832 Page 8 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3251 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832002 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 2A,2B,2C Date Collected: 11/4/2021 14:35 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Analysis Desc: EPA 8270C DOD Full List(S) Preparation Method:EPA 3545 Analytical Method: EPA 8270C 2-Fluorophenol(S) 86 % 25-120 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Phenol-d5(S) 95 % 20-110 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Nitrobenzene-d5(S) 68 % 20-120 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 2-Fluorobiphenyl(S) 52 % 30-115 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE ' 2,4,6-Tribromophenol(S) 65 % 20-120 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE p-Terphenyl-d14(S) 58 % 15-140 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 00 Semivolatiles by EPA 8270C U Analysis Desc: EPA 8270C DOD Full List(S) Preparation Method:EPA 3545 , Analytical Method: EPA 8270CCL 1,1'-Biphenyl U mg/Kg 2.02 0.337 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 1,2,4,5-Tetrachlorobenzene U mg/Kg 0.337 0.135 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 1,2,4-Trichlorobenzene U mg/Kg 0.337 0.155 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 1,2-Dichlorobenzene U mg/Kg 0.337 0.159 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE U) 1,3-Dichlorobenzene U mg/Kg 0.337 0.125 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 1,4-Dichlorobenzene U mg/Kg 0.337 0.135 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE U) 1-Methylnaphthalene U mg/Kg 0.337 0.081 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 2,3,4,6-Tetrachlorophenol U mg/Kg 0.337 0.111 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE _ 2,4,5-Trichlorophenol U mg/Kg 0.337 0.121 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 0 O 2,4,6-Trichlorophenol U mg/Kg 0.337 0.118 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 0 2,4-Dichlorophenol U mg/Kg 0.337 0.125 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE c� 2,4-Di nitro phenol U mg/Kg 0.337 0.337 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 2,4-Dinitrotoluene U mg/Kg 0.337 0.098 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 2,6-Dichlorophenol U mg/Kg 0.337 0.142 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 2,6-Dinitrotoluene U mg/Kg 0.337 0.132 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 2-Chloronaphthalene U mg/Kg 0.337 0.152 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE U 2-Chlorophenol U mg/Kg 0.337 0.121 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 00 2-Methylnaphthalene U mg/Kg 0.337 0.105 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE _ 2-Methylphenol U mg/Kg 0.337 0.105 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 2-Nitroaniline U mg/Kg 0.337 0.101 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 2-Nitrophenol U mg/Kg 0.337 0.175 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 3&4-Methylphenol U mg/Kg 0.675 0.118 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 3,3'-Dichlorobenzidine U mg/Kg 0.337 0.094 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE E 3-Nitroaniline U mg/Kg 0.337 0.108 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 4,6-Dinitro-2-methyl phenol U mg/Kg 0.337 0.297 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 4-Chloro-3-methyl phenol U mg/Kg 0.337 0.101 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 4-Chloroaniline U mg/Kg 0.337 0.148 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 4-Chlorophenyl phenyl ether U mg/Kg 0.337 0.081 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Report ID:2176832 Page 9 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3252 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832002 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 2A,2B,2C Date Collected: 11/4/2021 14:35 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Acenaphthene U mg/Kg 0.337 0.098 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Acenaphthylene U mg/Kg 0.337 0.108 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Acetophenone U mg/Kg 2.02 0.337 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Aniline U mg/Kg 0.337 0.132 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE y Anthracene U mg/Kg 0.337 0.105 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Benzidine U mg/Kg 0.337 0.148 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Benzo(a)anthracene U mg/Kg 0.337 0.105 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Benzo(a)pyrene U mg/Kg 0.337 0.081 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Benzo(b)fluoranthene U mg/Kg 0.337 0.081 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Benzo(g,h,i)perylene U mg/Kg 0.337 0.111 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 00 Benzo(k)fluoranthene U mg/Kg 0.337 0.142 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Benzyl alcohol U mg/Kg 0.337 0.142 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE t3 4-Bromophenyl phenyl ether U mg/Kg 0.337 0.125 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Butyl benzyl phthalate U mg/Kg 0.675 0.223 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE CL Carbazole U mg/Kg 0.337 0.108 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Chrysene U mg/Kg 0.337 0.047 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Di-n-butyl phthalate U mg/Kg 1.69 0.844 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Di-n-octyl phthalate U mg/Kg 0.337 0.121 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Dibenzo(a,h)anthracene U mg/Kg 0.337 0.067 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE U) Dibenzofuran U mg/Kg 0.337 0.098 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 0 Diethyl phthalate U mg/Kg 0.337 0.155 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE U) Dimethyl phthalate U mg/Kg 0.337 0.084 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 2,4-Dimethylphenol U mg/Kg 0.337 0.159 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Ey Fluoranthene U mg/Kg 0.337 0.088 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 2 Fluorene U mg/Kg 0.337 0.067 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 0 Hexachlorobenzene U mg/Kg 0.337 0.094 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Hexachlorobutadiene U mg/Kg 0.337 0.162 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Hexachlorocyclopentadiene U mg/Kg 0.337 0.182 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Hexachloroethane U mg/Kg 0.337 0.138 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Indeno(1,2,3-cd)pyrene U mg/Kg 0.337 0.040 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE t3 Isophorone U mg/Kg 0.337 0.115 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE N-Nitrosodi-n-propylamine U mg/Kg 0.337 0.105 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE N-Nitrosodiethylamine U mg/Kg 0.337 0.140 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE N-Nitrosodimethylamine U mg/Kg 0.337 0.111 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE N-Nitrosodiphenylamine U mg/Kg 0.337 0.091 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Naphthalene U mg/Kg 0.337 0.118 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE ; 4-Nitroaniline U mg/Kg 0.337 0.115 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Nitrobenzene U mg/Kg 0.337 0.135 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE 4-Nitrophenol U mg/Kg 0.337 0.121 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Pentachlorobenzene U mg/Kg 0.337 0.098 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Pentachlorophenol U mg/Kg 0.337 0.179 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Phenanthrene U mg/Kg 0.337 0.091 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Phenol U mg/Kg 0.337 0.125 1 11/8/2021 11:27 RNL 11/8/2021 19:46 EE Report ID:2176832 Page 10 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3253 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832002 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 2A,2B,2C Date Collected: 11/4/2021 14:35 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Pyrene U mg/Kg 0.337 0.078 1 11/8/2021 11:27 RNL 11/8/202119:46 EE Pyridine U mg/Kg 0.675 0.273 1 11/8/2021 11:27 RNL 11/8/202119:46 EE bis[2-Chloroethoxy]methane U mg/Kg 0.337 0.125 1 11/8/2021 11:27 RNL 11/8/202119:46 EE bis[2-Chloroethyl]ether U mg/Kg 0.337 0.138 1 11/8/2021 11:27 RNL 11/8/202119:46 EE y bis[2-Chloroisopropyl]ether U mg/Kg 0.337 0.125 1 11/8/2021 11:27 RNL 11/8/202119:46 EE bis[2-Ethylhexyl]phthalate U mg/Kg 3.37 1.69 1 11/8/2021 11:27 RNL 11/8/202119:46 EE o-Toluidine U mg/Kg 0.337 0.132 1 11/8/2021 11:27 RNL 11/8/202119:46 EE Wet Chemistry Analysis Desc:2540G Percent Solids(Dryweight) Analytical Method:SM 2540G 00 Percent Solids(Dryweight) 42.5 % 0.1 1 11/5/2021 15:42 EVA U Analysis Desc: EPA 8081 by GC L3 (S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) CL 0 Tetrachloro-m-xylene(S) 28 % 50-130 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE J2 Decachlorobiphenyl(S) 8 % 50-130 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE J2 4,4'-DDD U ug/Kg 1.10 0.217 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE 4,4'-DDE U ug/Kg 1.17 0.233 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE U) 4,4'-DDT U ug/Kg 2.70 0.540 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE Aldrin U ug/Kg 1.20 0.237 111/5/202116:40 RNL 11/8/202114:59 EE U) a-BHC U ug/Kg 1.07 0.213 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE a-Chlordane U ug/Kg 1.50 0.297 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE b-BHC U ug/Kg 1.47 0.290 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE 0 d-BHC U ug/Kg 1.07 0.210 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE 6 Dieldrin U ug/Kg 1.13 0.227 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE c� Endosulfan I U ug/Kg 1.17 0.233 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE Endosulfan 11 U ug/Kg 1.63 0.323 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE Endosulfan sulfate U ug/Kg 2.23 0.443 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE Endrin U ug/Kg 1.30 0.257 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE Endrin aldehyde U ug/Kg 1.30 0.257 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE Endrin ketone U ug/Kg 2.50 0.496 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE g-BHC(Lindane) U ug/Kg 1.20 0.240 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE g-Chlordane U ug/Kg 1.17 0.230 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE Heptachlor U ug/Kg 1.53 0.307 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE Heptachlor epoxide U ug/Kg 1.000 0.197 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE Methoxychlor U ug/Kg 1.70 0.340 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE Total Chlordane U ug/Kg 2.63 0.526 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE Total Toxaphene U ug/Kg 42.5 8.50 1 11/5/2021 16:40 RNL 11/8/2021 14:59 EE Semivolatiles by GC ° Report ID:2176832 Page 11 of47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3254 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832002 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 2A,2B,2C Date Collected: 11/4/2021 14:35 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Analysis Desc: Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method: FL-PRO(GC) Florida Pro Total 36.0 mg/Kg 30.4 15.2 1 11/5/2021 15:02 RNL 11/8/2021 18:23 TJ o-Terphenyl(S) 57 % 66-136 1 11/5/2021 15:02 RNL 11/8/2021 18:23 TJ J2 n-Triacontane-d62(S) 65 % 36-132 1 11/5/2021 15:02 RNL 11/8/2021 18:23 TJ Analysis Desc: EPA 6020 RCRA-8 Metals by ICP/MS(S) Preparation Method:EPA 3050B(mod) Analytical Method: EPA 6020 c� Chromium 16 mg/Kg 2.6 0.51 2 11/8/2021 08:14 JR 11/8/202112:30 ZS 00 Arsenic 3.4 mg/Kg 1.2 0.19 2 11/8/2021 08:14 JR 11/8/202112:30 ZS Selenium U mg/Kg 2.4 1.1 2 11/8/2021 08:14 JR 11/8/202112:30 ZS t) Silver U mg/Kg 1.2 0.16 2 11/8/2021 08:14 JR 11/8/202112:30 ZS , Cadmium U mg/Kg 1.2 0.22 2 11/8/2021 08:14 JR 11/8/202112:30 ZS 0 CL Barium 12 mg/Kg 2.6 0.52 2 11/8/2021 08:14 JR 11/8/202112:30 ZS Mercury U mg/Kg 1.4 0.29 2 11/8/2021 08:14 JR 11/8/202112:30 ZS Lead 2.7 mg/Kg 1.2 0.18 2 11/8/2021 08:14 JR 11/8/202112:30 ZS Copper 12 mg/Kg 1.9 0.39 2 11/8/2021 08:14 JR 11/8/202112:30 ZS U) Analysis Desc: EPA 1311 TCLP Metals Scan ICP/MS Preparation Method:EPA 200.2 mod. U) Analytical Method: EPA1311/200.8 U) Copper 0.0025i mg/L 0.0080 0.00014 411/9/202108:45 ZS 11/9/202111:47 ZS Chromium 0.00044i mg/L 0.0080 0.00027 411/9/202108:45 ZS 11/9/202111:47 ZS Ey Arsenic 0.0040i mg/L 0.0080 0.00065 411/9/202108:45 ZS 11/9/202111:47 ZS 2 Selenium U mg/L 0.0080 0.0021 411/9/202108:45 ZS 11/9/202111:47 ZS U Silver 0.0011i mg/L 0.0080 0.00040 411/9/202108:45 ZS 11/9/202111:47 ZS Cadmium U mg/L 0.0080 0.00028 411/9/202108:45 ZS 11/9/202111:47 ZS Barium 0.022 mg/L 0.0080 0.00030 411/9/202108:45 ZS 11/9/202111:47 ZS Mercury U mg/L 0.0080 0.00073 411/9/202108:45 ZS 11/9/202111:47 ZS Lead 0.00096i mg/L 0.0080 0.00012 411/9/202108:45 ZS 11/9/202111:47 ZS cj Analysis Desc: EPA 8082 PCBs(S) Preparation Method:EPA 3545 00 Analytical Method: EPA 8082 Tetrachloro-m-xylene(S) 28.1 % 50-130 1 11/5/2021 16:43 RNL 11/8/2021 14:59 EE J2 Decachlorobiphenyl(S) 11.7 % 50-130 1 11/5/2021 16:43 RNL 11/8/2021 14:59 EE J2 Aroclor 1016 U ug/Kg 8.3 4.16 1 11/5/2021 16:43 RNL 11/8/2021 14:59 EE Aroclor 1221 U ug/Kg 8.3 4.16 1 11/5/2021 16:43 RNL 11/8/2021 14:59 EE Aroclor 1232 U ug/Kg 8.3 4.16 1 11/5/2021 16:43 RNL 11/8/2021 14:59 EE Aroclor 1242 U ug/Kg 8.3 4.16 1 11/5/2021 16:43 RNL 11/8/2021 14:59 EE Aroclor 1248 U ug/Kg 8.3 4.16 1 11/5/2021 16:43 RNL 11/8/2021 14:59 EE Aroclor 1254 U ug/Kg 8.3 4.16 1 11/5/2021 16:43 RNL 11/8/2021 14:59 EE Aroclor 1260 U ug/Kg 8.3 4.16 1 11/5/2021 16:43 RNL 11/8/2021 14:59 EE Report ID:2176832 Page 12 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3255 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC:. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832002 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 2A,2B,2C Date Collected: 11/4/2021 14:35 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Total PCBs U ug/Kg 8.3 4.16 1 11/5/2021 16:43 RNL 11/8/2021 14:59 EE 2 c5 t3 O CL E U) U) 0 U) U) O 6 U t3 X E c5 Report ID:2176832 Page 13 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3256 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832003 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 3A,3B,3C Date Collected: 11/4/2021 14:45 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Analysis Desc: EPA 8270C DOD Full List(S) Preparation Method:EPA 3545 Analytical Method: EPA 8270C 2-Fluorophenol(S) 70 % 25-120 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Phenol-d5(S) 84 % 20-110 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Nitrobenzene-d5(S) 64 % 20-120 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 2-Fluorobiphenyl(S) 27 % 30-115 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE J1 ' 2,4,6-Tribromophenol(S) 52 % 20-120 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE p-Terphenyl-d14(S) 22 % 15-140 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 00 Semivolatiles by EPA 8270C U Analysis Desc: EPA 8270C DOD Full List(S) Preparation Method:EPA 3545 , Analytical Method: EPA 8270CCL 1,1'-Biphenyl U mg/Kg 5.83 0.972 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 1,2,4,5-Tetrachlorobenzene U mg/Kg 0.972 0.389 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 1,2,4-Trichlorobenzene U mg/Kg 0.972 0.447 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 1,2-Dichlorobenzene U mg/Kg 0.972 0.457 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE U) 1,3-Dichlorobenzene U mg/Kg 0.972 0.360 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 1,4-Dichlorobenzene U mg/Kg 0.972 0.389 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE U) 1-Methylnaphthalene U mg/Kg 0.972 0.233 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 2,3,4,6-Tetrachlorophenol U mg/Kg 0.972 0.321 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE _ 2,4,5-Trichlorophenol U mg/Kg 0.972 0.350 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 0 O 2,4,6-Trichlorophenol U mg/Kg 0.972 0.340 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 0 2,4-Dichlorophenol U mg/Kg 0.972 0.360 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE c� 2,4-Di nitro phenol U mg/Kg 0.972 0.972 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 2,4-Dinitrotoluene U mg/Kg 0.972 0.282 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 2,6-Dichlorophenol U mg/Kg 0.972 0.408 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 2,6-Dinitrotoluene U mg/Kg 0.972 0.379 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 2-Chloronaphthalene U mg/Kg 0.972 0.437 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE U 2-Chlorophenol U mg/Kg 0.972 0.350 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 00 2-Methylnaphthalene U mg/Kg 0.972 0.301 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE _ 2-Methylphenol U mg/Kg 0.972 0.301 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 2-Nitroaniline U mg/Kg 0.972 0.292 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 2-Nitrophenol U mg/Kg 0.972 0.505 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 3&4-Methylphenol U mg/Kg 1.94 0.340 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 3,3'-Dichlorobenzidine U mg/Kg 0.972 0.272 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE E 3-Nitroaniline U mg/Kg 0.972 0.311 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 4,6-Dinitro-2-methyl phenol U mg/Kg 0.972 0.855 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 4-Chloro-3-methyl phenol U mg/Kg 0.972 0.292 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 4-Chloroaniline U mg/Kg 0.972 0.428 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 4-Chlorophenyl phenyl ether U mg/Kg 0.972 0.233 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Report ID:2176832 Page 14 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3257 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832003 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 3A,3B,3C Date Collected: 11/4/2021 14:45 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Acenaphthene U mg/Kg 0.972 0.282 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Acenaphthylene U mg/Kg 0.972 0.311 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Acetophenone U mg/Kg 5.83 0.972 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Aniline U mg/Kg 0.972 0.379 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE y Anthracene U mg/Kg 0.972 0.301 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Benzidine U mg/Kg 0.972 0.428 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Benzo(a)anthracene U mg/Kg 0.972 0.301 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Benzo(a)pyrene U mg/Kg 0.972 0.233 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Benzo(b)fluoranthene U mg/Kg 0.972 0.233 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Benzo(g,h,i)perylene U mg/Kg 0.972 0.321 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 00 Benzo(k)fluoranthene U mg/Kg 0.972 0.408 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Benzyl alcohol U mg/Kg 0.972 0.408 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE t3 4-Bromophenyl phenyl ether U mg/Kg 0.972 0.360 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Butyl benzyl phthalate U mg/Kg 1.94 0.641 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE CL Carbazole U mg/Kg 0.972 0.311 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Chrysene U mg/Kg 0.972 0.136 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Di-n-butyl phthalate U mg/Kg 4.86 2.43 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Di-n-octyl phthalate U mg/Kg 0.972 0.350 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Dibenzo(a,h)anthracene U mg/Kg 0.972 0.194 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE U) Dibenzofuran U mg/Kg 0.972 0.282 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 0 Diethyl phthalate U mg/Kg 0.972 0.447 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE U) Dimethyl phthalate U mg/Kg 0.972 0.243 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 2,4-Dimethylphenol U mg/Kg 0.972 0.457 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Ey Fluoranthene U mg/Kg 0.972 0.253 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 2 Fluorene U mg/Kg 0.972 0.194 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 0 Hexachlorobenzene U mg/Kg 0.972 0.272 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Hexachlorobutadiene U mg/Kg 0.972 0.466 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Hexachlorocyclopentadiene U mg/Kg 0.972 0.525 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Hexachloroethane U mg/Kg 0.972 0.398 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Indeno(1,2,3-cd)pyrene U mg/Kg 0.972 0.117 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE t3 Isophorone U mg/Kg 0.972 0.330 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE N-Nitrosodi-n-propylamine U mg/Kg 0.972 0.301 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE N-Nitrosodiethylamine U mg/Kg 0.972 0.403 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE N-Nitrosodimethylamine U mg/Kg 0.972 0.321 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE N-Nitrosodiphenylamine U mg/Kg 0.972 0.262 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Naphthalene U mg/Kg 0.972 0.340 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE ; 4-Nitroaniline U mg/Kg 0.972 0.330 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Nitrobenzene U mg/Kg 0.972 0.389 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE 4-Nitrophenol U mg/Kg 0.972 0.350 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Pentachlorobenzene U mg/Kg 0.972 0.282 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Pentachlorophenol U mg/Kg 0.972 0.515 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Phenanthrene U mg/Kg 0.972 0.262 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Phenol U mg/Kg 0.972 0.360 1 11/8/2021 11:27 RNL 11/8/2021 20:19 EE Report ID:2176832 Page 15 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3258 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832003 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 3A,3B,3C Date Collected: 11/4/2021 14:45 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Pyrene U mg/Kg 0.972 0.224 1 11/8/2021 11:27 RNL 11/8/202120:19 EE Pyridine U mg/Kg 1.94 0.787 1 11/8/2021 11:27 RNL 11/8/202120:19 EE bis[2-Chloroethoxy]methane U mg/Kg 0.972 0.360 1 11/8/2021 11:27 RNL 11/8/202120:19 EE bis[2-Chloroethyl]ether U mg/Kg 0.972 0.398 1 11/8/2021 11:27 RNL 11/8/202120:19 EE y bis[2-Chloroisopropyl]ether U mg/Kg 0.972 0.360 1 11/8/2021 11:27 RNL 11/8/202120:19 EE bis[2-Ethylhexyl]phthalate U mg/Kg 9.72 4.86 1 11/8/2021 11:27 RNL 11/8/202120:19 EE o-Toluidine U mg/Kg 0.972 0.379 1 11/8/2021 11:27 RNL 11/8/202120:19 EE Wet Chemistry Analysis Desc:2540G Percent Solids(Dryweight) Analytical Method:SM 2540G 00 Percent Solids(Dryweight) 14.7 % 0.1 1 11/5/2021 16:12 EVA U Analysis Desc: EPA 8081 by GC L3 (S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) CL 0 Tetrachloro-m-xylene(S) 68 % 50-130 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE Decachlorobiphenyl(S) 12 % 50-130 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE J2 4,4'-DDD U ug/Kg 2.96 0.583 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE 4,4'-DDE U ug/Kg 3.14 0.628 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE U) 4,4'-DDT U ug/Kg 7.26 1.45 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE Aldrin U ug/Kg 3.23 0.637 111/5/202116:40 RNL 11/8/202115:14 EE U) a-BHC U ug/Kg 2.87 0.574 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE a-Chlordane U ug/Kg 4.04 0.798 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE b-BHC U ug/Kg 3.95 0.780 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE 0 d-BHC U ug/Kg 2.87 0.565 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE 6 Dieldrin U ug/Kg 3.05 0.610 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE c� Endosulfan I U ug/Kg 3.14 0.628 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE Endosulfan 11 U ug/Kg 4.39 0.870 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE Endosulfan sulfate U ug/Kg 6.01 1.19 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE Endrin U ug/Kg 3.50 0.691 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE Endrin aldehyde U ug/Kg 3.50 0.691 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE Endrin ketone U ug/Kg 6.73 1.34 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE g-BHC(Lindane) U ug/Kg 3.23 0.646 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE g-Chlordane U ug/Kg 3.14 0.619 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE Heptachlor U ug/Kg 4.13 0.825 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE Heptachlor epoxide U ug/Kg 2.69 0.529 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE Methoxychlor U ug/Kg 4.57 0.915 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE Total Chlordane U ug/Kg 7.09 1.42 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE Total Toxaphene U ug/Kg 114 22.9 1 11/5/2021 16:40 RNL 11/8/2021 15:14 EE Semivolatiles by GC ° Report ID:2176832 Page 16 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3259 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832003 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 3A,3B,3C Date Collected: 11/4/2021 14:45 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Analysis Desc: Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method: FL-PRO(GC) Florida Pro Total U mg/Kg 93.4 46.7 1 11/5/2021 15:02 RNL 11/8/2021 18:47 TJ o-Terphenyl(S) 64 % 66-136 1 11/5/2021 15:02 RNL 11/8/2021 18:47 TJ J2 n-Triacontane-d62(S) 72 % 36-132 1 11/5/2021 15:02 RNL 11/8/2021 18:47 TJ Analysis Desc: EPA 6020 Metals SCAN by ICP/MS(S) Preparation Method:EPA 3050B(mod) Analytical Method: EPA 6020 c� Copper 44 mg/Kg 5.6 1.1 2 11/8/2021 08:14 JR 11/8/202112:39 ZS 00 Chromium 17 mg/Kg 7.4 1.5 2 11/8/2021 08:14 JR 11/8/202112:39 ZS Arsenic 6.5 mg/Kg 3.4 0.56 2 11/8/2021 08:14 JR 11/8/202112:39 ZS t) Selenium U mg/Kg 6.8 3.2 2 11/8/2021 08:14 JR 11/8/202112:39 ZS , Silver U mg/Kg 3.4 0.48 2 11/8/2021 08:14 JR 11/8/202112:39 ZS 0 CL Cadmium U mg/Kg 3.4 0.63 2 11/8/2021 08:14 JR 11/8/202112:39 ZS Barium 15 mg/Kg 7.5 1.5 2 11/8/2021 08:14 JR 11/8/202112:39 ZS Mercury U mg/Kg 4.1 0.83 2 11/8/2021 08:14 JR 11/8/202112:39 ZS Lead 7.1 mg/Kg 3.4 0.53 2 11/8/2021 08:14 JR 11/8/202112:39 ZS U) Analysis Desc: EPA 1311 TCLP RCRA-8 Metals Preparation Method:EPA 200.2 mod. U) Analytical Method: EPA1311/200.8 U) Chromium 0.00032i mg/L 0.0080 0.00027 411/9/202108:45 ZS 11/9/202111:51 ZS Arsenic 0.0094 mg/L 0.0080 0.00065 411/9/202108:45 ZS 11/9/202111:51 ZS Ey Selenium 0.0021i mg/L 0.0080 0.0021 411/9/202108:45 ZS 11/9/202111:51 ZS 2 Silver 0.00098i mg/L 0.0080 0.00040 411/9/202108:45 ZS 11/9/202111:51 ZS U Cadmium U mg/L 0.0080 0.00028 411/9/202108:45 ZS 11/9/202111:51 ZS Barium 0.034 mg/L 0.0080 0.00030 411/9/202108:45 ZS 11/9/202111:51 ZS Mercury U mg/L 0.0080 0.00073 411/9/202108:45 ZS 11/9/202111:51 ZS Lead 0.00070i mg/L 0.0080 0.00012 411/9/202108:45 ZS 11/9/202111:51 ZS Copper 0.00068i mg/L 0.0080 0.00014 411/9/202108:45 ZS 11/9/202111:51 ZS cj Analysis Desc: EPA 8082 PCBs(S) Preparation Method:EPA 3545 00 Analytical Method: EPA 8082 Tetrachloro-m-xylene(S) 28.8 % 50-130 1 11/5/2021 16:43 RNL 11/8/2021 15:14 EE J2 Decachlorobiphenyl(S) 13.7 % 50-130 1 11/5/2021 16:43 RNL 11/8/2021 15:14 EE J2 Aroclor 1016 U ug/Kg 22 11.2 1 11/5/2021 16:43 RNL 11/8/2021 15:14 EE Aroclor 1221 U ug/Kg 22 11.2 1 11/5/2021 16:43 RNL 11/8/2021 15:14 EE Aroclor 1232 U ug/Kg 22 11.2 1 11/5/2021 16:43 RNL 11/8/2021 15:14 EE Aroclor 1242 U ug/Kg 22 11.2 1 11/5/2021 16:43 RNL 11/8/2021 15:14 EE Aroclor 1248 U ug/Kg 22 11.2 1 11/5/2021 16:43 RNL 11/8/2021 15:14 EE Aroclor 1254 U ug/Kg 22 11.2 1 11/5/2021 16:43 RNL 11/8/2021 15:14 EE Aroclor 1260 U ug/Kg 22 11.2 1 11/5/2021 16:43 RNL 11/8/2021 15:14 EE Report ID:2176832 Page 17 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3260 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC:. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832003 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 3A,3B,3C Date Collected: 11/4/2021 14:45 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Total PCBs U ug/Kg 22 11.2 1 11/5/2021 16:43 RNL 11/8/2021 15:14 EE 2 c5 t3 O CL E U) U) 0 U) U) O 6 U t3 X E c5 Report ID:2176832 Page 18 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3261 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832004 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 4A,4B,4C Date Collected: 11/4/2021 14:50 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Analysis Desc: EPA 8270C DOD Full List(S) Preparation Method:EPA 3545 Analytical Method: EPA 8270C 2-Fluorophenol(S) 92 % 25-120 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Phenol-d5(S) 97 % 20-110 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Nitrobenzene-d5(S) 74 % 20-120 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 2-Fluorobiphenyl(S) 33 % 30-115 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE ' 2,4,6-Tribromophenol(S) 70 % 20-120 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE p-Terphenyl-d14(S) 27 % 15-140 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 00 Semivolatiles by EPA 8270C U Analysis Desc: EPA 8270C DOD Full List(S) Preparation Method:EPA 3545 , Analytical Method: EPA 8270CCL 1,1'-Biphenyl U mg/Kg 4.67 0.778 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 1,2,4,5-Tetrachlorobenzene U mg/Kg 0.778 0.311 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 1,2,4-Trichlorobenzene U mg/Kg 0.778 0.358 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 1,2-Dichlorobenzene U mg/Kg 0.778 0.365 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE U) 1,3-Dichlorobenzene U mg/Kg 0.778 0.288 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 1,4-Dichlorobenzene U mg/Kg 0.778 0.311 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE U) 1-Methylnaphthalene U mg/Kg 0.778 0.187 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 2,3,4,6-Tetrachlorophenol U mg/Kg 0.778 0.257 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE _ 2,4,5-Trichlorophenol U mg/Kg 0.778 0.280 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 0 O 2,4,6-Trichlorophenol U mg/Kg 0.778 0.272 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 0 2,4-Dichlorophenol U mg/Kg 0.778 0.288 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE c� 2,4-Di nitro phenol U mg/Kg 0.778 0.778 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 2,4-Dinitrotoluene U mg/Kg 0.778 0.226 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 2,6-Dichlorophenol U mg/Kg 0.778 0.327 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 2,6-Dinitrotoluene U mg/Kg 0.778 0.303 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 2-Chloronaphthalene U mg/Kg 0.778 0.350 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE U 2-Chlorophenol U mg/Kg 0.778 0.280 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 00 2-Methylnaphthalene U mg/Kg 0.778 0.241 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE _ 2-Methylphenol U mg/Kg 0.778 0.241 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 2-Nitroaniline U mg/Kg 0.778 0.233 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 2-Nitrophenol U mg/Kg 0.778 0.404 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 3&4-Methylphenol U mg/Kg 1.56 0.272 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 3,3'-Dichlorobenzidine U mg/Kg 0.778 0.218 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE E 3-Nitroaniline U mg/Kg 0.778 0.249 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 4,6-Dinitro-2-methyl phenol U mg/Kg 0.778 0.684 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 4-Chloro-3-methyl phenol U mg/Kg 0.778 0.233 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 4-Chloroaniline U mg/Kg 0.778 0.342 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 4-Chlorophenyl phenyl ether U mg/Kg 0.778 0.187 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Report ID:2176832 Page 19 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3262 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832004 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 4A,4B,4C Date Collected: 11/4/2021 14:50 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Acenaphthene U mg/Kg 0.778 0.226 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Acenaphthylene U mg/Kg 0.778 0.249 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Acetophenone U mg/Kg 4.67 0.778 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Aniline U mg/Kg 0.778 0.303 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE y Anthracene U mg/Kg 0.778 0.241 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Benzidine U mg/Kg 0.778 0.342 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Benzo(a)anthracene U mg/Kg 0.778 0.241 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Benzo(a)pyrene U mg/Kg 0.778 0.187 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Benzo(b)fluoranthene U mg/Kg 0.778 0.187 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Benzo(g,h,i)perylene U mg/Kg 0.778 0.257 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 00 Benzo(k)fluoranthene U mg/Kg 0.778 0.327 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Benzyl alcohol U mg/Kg 0.778 0.327 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE t3 4-Bromophenyl phenyl ether U mg/Kg 0.778 0.288 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Butyl benzyl phthalate U mg/Kg 1.56 0.513 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE CL Carbazole U mg/Kg 0.778 0.249 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Chrysene U mg/Kg 0.778 0.109 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Di-n-butyl phthalate U mg/Kg 3.89 1.94 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Di-n-octyl phthalate U mg/Kg 0.778 0.280 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Dibenzo(a,h)anthracene U mg/Kg 0.778 0.156 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE U) Dibenzofuran U mg/Kg 0.778 0.226 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 0 Diethyl phthalate U mg/Kg 0.778 0.358 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE U) Dimethyl phthalate U mg/Kg 0.778 0.194 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 2,4-Dimethylphenol U mg/Kg 0.778 0.365 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Ey Fluoranthene U mg/Kg 0.778 0.202 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 2 Fluorene U mg/Kg 0.778 0.156 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 0 Hexachlorobenzene U mg/Kg 0.778 0.218 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Hexachlorobutadiene U mg/Kg 0.778 0.373 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Hexachlorocyclopentadiene U mg/Kg 0.778 0.420 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Hexachloroethane U mg/Kg 0.778 0.319 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Indeno(1,2,3-cd)pyrene U mg/Kg 0.778 0.093 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE t3 Isophorone U mg/Kg 0.778 0.264 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE N-Nitrosodi-n-propylamine U mg/Kg 0.778 0.241 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE N-Nitrosodiethylamine U mg/Kg 0.778 0.323 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE N-Nitrosodimethylamine U mg/Kg 0.778 0.257 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE N-Nitrosodiphenylamine U mg/Kg 0.778 0.210 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Naphthalene U mg/Kg 0.778 0.272 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE ; 4-Nitroaniline U mg/Kg 0.778 0.264 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Nitrobenzene U mg/Kg 0.778 0.311 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE 4-Nitrophenol U mg/Kg 0.778 0.280 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Pentachlorobenzene U mg/Kg 0.778 0.226 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Pentachlorophenol U mg/Kg 0.778 0.412 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Phenanthrene U mg/Kg 0.778 0.210 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Phenol U mg/Kg 0.778 0.288 1 11/8/2021 11:27 RNL 11/8/2021 20:52 EE Report ID:2176832 Page 20 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3263 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832004 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 4A,4B,4C Date Collected: 11/4/2021 14:50 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Pyrene U mg/Kg 0.778 0.179 1 11/8/2021 11:27 RNL 11/8/202120:52 EE Pyridine U mg/Kg 1.56 0.630 1 11/8/2021 11:27 RNL 11/8/202120:52 EE bis[2-Chloroethoxy]methane U mg/Kg 0.778 0.288 1 11/8/2021 11:27 RNL 11/8/202120:52 EE bis[2-Chloroethyl]ether U mg/Kg 0.778 0.319 1 11/8/2021 11:27 RNL 11/8/202120:52 EE y bis[2-Chloroisopropyl]ether U mg/Kg 0.778 0.288 1 11/8/2021 11:27 RNL 11/8/202120:52 EE bis[2-Ethylhexyl]phthalate U mg/Kg 7.78 3.89 1 11/8/2021 11:27 RNL 11/8/202120:52 EE o-Toluidine U mg/Kg 0.778 0.303 1 11/8/2021 11:27 RNL 11/8/202120:52 EE Wet Chemistry Analysis Desc:2540G Percent Solids(Dryweight) Analytical Method:SM 2540G 00 Percent Solids(Dryweight) 17.1 % 0.1 1 11/5/2021 16:11 EVA U Analysis Desc: EPA 8081 by GC L3 (S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) CL 0 Tetrachloro-m-xylene(S) 21 % 50-130 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE J2 Decachlorobiphenyl(S) 7 % 50-130 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE J2 4,4'-DDD U ug/Kg 2.98 0.588 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE 4,4'-DDE U ug/Kg 3.17 0.633 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE U) 4,4'-DDT U ug/Kg 7.33 1.47 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE Aldrin U ug/Kg 3.26 0.642 111/5/202116:40 RNL 11/8/202115:30 EE U) a-BHC U ug/Kg 2.89 0.579 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE a-Chlordane U ug/Kg 4.07 0.805 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE b-BHC U ug/Kg 3.98 0.787 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE 0 d-BHC U ug/Kg 2.89 0.570 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE 6 Dieldrin U ug/Kg 3.07 0.615 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE c� Endosulfan I U ug/Kg 3.17 0.633 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE Endosulfan 11 U ug/Kg 4.43 0.877 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE Endosulfan sulfate U ug/Kg 6.06 1.20 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE Endrin U ug/Kg 3.53 0.696 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE Endrin aldehyde U ug/Kg 3.53 0.696 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE Endrin ketone U ug/Kg 6.78 1.35 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE g-BHC(Lindane) U ug/Kg 3.26 0.651 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE g-Chlordane U ug/Kg 3.17 0.624 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE Heptachlor U ug/Kg 4.16 0.832 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE Heptachlor epoxide U ug/Kg 2.71 0.534 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE Methoxychlor U ug/Kg 4.61 0.922 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE Total Chlordane U ug/Kg 7.14 1.43 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE Total Toxaphene U ug/Kg 115 23.1 1 11/5/2021 16:40 RNL 11/8/2021 15:30 EE Semivolatiles by GC ° Report ID:2176832 Page 21 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3264 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832004 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 4A,4B,4C Date Collected: 11/4/2021 14:50 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Analysis Desc: Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method: FL-PRO(GC) Florida Pro Total U mg/Kg 83.5 41.8 1 11/5/2021 15:02 RNL 11/8/2021 19:10 TJ o-Terphenyl(S) 57 % 66-136 1 11/5/2021 15:02 RNL 11/8/2021 19:10 TJ J2 n-Triacontane-d62(S) 68 % 36-132 1 11/5/2021 15:02 RNL 11/8/2021 19:10 TJ Analysis Desc: EPA 6020 RCRA-8 Metals by ICP/MS(S) Preparation Method:EPA 3050B(mod) Analytical Method: EPA 6020 c� Chromium 16 mg/Kg 6.4 1.3 2 11/8/2021 08:14 JR 11/8/202112:43 ZS 00 Arsenic 5.1 mg/Kg 2.9 0.48 2 11/8/2021 08:14 JR 11/8/202112:43 ZS Selenium U mg/Kg 5.9 2.7 2 11/8/2021 08:14 JR 11/8/202112:43 ZS t) Silver U mg/Kg 2.9 0.41 2 11/8/2021 08:14 JR 11/8/202112:43 ZS , Cadmium U mg/Kg 2.9 0.54 2 11/8/2021 08:14 JR 11/8/202112:43 ZS 0 CL Barium 14 mg/Kg 6.4 1.3 2 11/8/2021 08:14 JR 11/8/202112:43 ZS Mercury U mg/Kg 3.6 0.71 2 11/8/2021 08:14 JR 11/8/202112:43 ZS Lead 5.1 mg/Kg 2.9 0.46 2 11/8/2021 08:14 JR 11/8/202112:43 ZS Copper 28 mg/Kg 4.8 0.96 2 11/8/2021 08:14 JR 11/8/202112:43 ZS U) Analysis Desc: EPA 1311 TCLP RCRA-8 Metals Preparation Method:EPA 200.2 mod. U) Analytical Method: EPA1311/200.8 U) Chromium 0.0011i mg/L 0.0080 0.00027 411/9/202108:45 ZS 11/9/202111:55 ZS Arsenic 0.0076i mg/L 0.0080 0.00065 411/9/202108:45 ZS 11/9/202111:55 ZS Ey Selenium U mg/L 0.0080 0.0021 411/9/202108:45 ZS 11/9/202111:55 ZS 2 Silver 0.00094i mg/L 0.0080 0.00040 411/9/202108:45 ZS 11/9/202111:55 ZS U Cadmium U mg/L 0.0080 0.00028 411/9/202108:45 ZS 11/9/202111:55 ZS Barium 0.030 mg/L 0.0080 0.00030 411/9/202108:45 ZS 11/9/202111:55 ZS Mercury U mg/L 0.0080 0.00073 411/9/202108:45 ZS 11/9/202111:55 ZS Lead 0.00078i mg/L 0.0080 0.00012 411/9/202108:45 ZS 11/9/202111:55 ZS Copper 0.0034i mg/L 0.0080 0.00014 411/9/202108:45 ZS 11/9/202111:55 ZS cj Analysis Desc: EPA 8082 PCBs(S) Preparation Method:EPA 3545 00 Analytical Method: EPA 8082 Tetrachloro-m-xylene(S) 20.1 % 50-130 1 11/5/2021 16:43 RNL 11/8/2021 15:30 EE J2 Decachlorobiphenyl(S) 10.8 % 50-130 1 11/5/2021 16:43 RNL 11/8/2021 15:30 EE J2 Aroclor 1016 U ug/Kg 23 11.3 1 11/5/2021 16:43 RNL 11/8/2021 15:30 EE Aroclor 1221 U ug/Kg 23 11.3 1 11/5/2021 16:43 RNL 11/8/2021 15:30 EE Aroclor 1232 U ug/Kg 23 11.3 1 11/5/2021 16:43 RNL 11/8/2021 15:30 EE Aroclor 1242 U ug/Kg 23 11.3 1 11/5/2021 16:43 RNL 11/8/2021 15:30 EE Aroclor 1248 U ug/Kg 23 11.3 1 11/5/2021 16:43 RNL 11/8/2021 15:30 EE Aroclor 1254 U ug/Kg 23 11.3 1 11/5/2021 16:43 RNL 11/8/2021 15:30 EE Aroclor 1260 U ug/Kg 23 11.3 1 11/5/2021 16:43 RNL 11/8/2021 15:30 EE Report ID:2176832 Page 22 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3265 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC:. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Workorder: 2176832 Project ID: Tavernier#90 Lab ID: 2176832004 Date Received: 11/5/2021 09:30 Matrix: Soil/Solid 2A Sample ID: 4A,4B,4C Date Collected: 11/4/2021 14:50 Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual Total PCBs U ug/Kg 23 11.3 1 11/5/2021 16:43 RNL 11/8/2021 15:30 EE 2 c5 t3 O CL E U) U) 0 U) U) O 6 U t3 X E c5 Report ID:2176832 Page 23 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3266 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC:. Phone:(561)575-0030 Fax:(561)57511118 ANALYTICAL RESULTS QUALIFIERS Workorder: 2176832 Project ID: Tavernier#90 PARAMETER QUALIFIERS 2A it Surrogate recovery was outside defined limits. J2 Surrogate recovery was outside defined limits due to matrix interference. PROJECT COMMENTS > 2176832 A reported value of U indicates that the compound was analyzed for but not detected above the MDL. Avalue -� flagged with an"i"flag indicates that the reported value is between the laboratory method detection limit and the practical quantitation limit. 00 t) O CL E U) U) 0 U) U) O 6 U U Z X E Report ID:2176832 Page 24 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3267 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 QC Batch: XXX/15629 Analysis Method: EPA 8081 (GC) QC Batch Method: EPA 3545 Associated Lab Samples: 2176798007 2176809001 2176811001 2176832001 2176832002 2176832003 y 2176832004 METHOD BLANK: 240108 Blank Reporting Parameter Units Result Limit Qualifiers Semivolatiles by GC Tetrachloro-m-xylene(S) % 71 50-130 Decachlorobiphenyl(S) % 77 50-130 -� a-BHC ug/Kg U 0.064 g-BHC(Lindane) ug/Kg U 0.072 c� Heptachlor ug/Kg U 0.092 00 Aldrin ug/Kg U 0.071 b-BHC ug/Kg U 0.087 U d-BHC ug/Kg U 0.063 Heptachlor epoxide ug/Kg U 0.059 0 Endosulfan I ug/Kg U 0.070 CL g-Chlordane ug/Kg U 0.069 a-Chlordane ug/Kg U 0.089 4,4'-DDE ug/Kg U 0.070 Dieldrin ug/Kg U 0.068 Endrin ug/Kg U 0.077 Endosulfan 11 ug/Kg U 0.097 U) 4,4'-DDD ug/Kg U 0.065 4,4'-DDT ug/Kg U 0.162 Endrin aldehyde ug/Kg U 0.077 0 Endosulfan sulfate ug/Kg U 0.133 Methoxychlor ug/Kg U 0.102 Endrin ketone ug/Kg U 0.149 Total Chlordane ug/Kg U 0.158 Total Toxaphene ug/Kg U 2.55 t) 00 LABORATORY CONTROL SAMPLE&LCSD: 240109 240110 Spike LCS LCSD LCS LCSD % Rec Max Parameter Units Conc. Result Result % Rec % Rec Limit RPD RPD Qualifiers Semivolatiles by GC Tetrachloro-m-xylene(S) % 68 64 50-130 6 40 Decachlorobiphenyl(S) % 72 72 50-130 0 40 a-BHC ug/Kg 1.25 1.05 0.955 84 76 50-130 9 40 g-BHC(Lindane) ug/Kg 1.25 1.18 1.03 94 83 50-130 14 40 Heptachlor ug/Kg 1.25 1.22 1.13 98 90 50-130 8 40 Report ID:2176832 Page 25 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3268 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 LABORATORY CONTROL SAMPLE&LCSD: 240109 240110 A Spike LCS LCSD LCS LCSD % Rec Max Parameter Units Conc. Result Result % Rec % Rec Limit RPD RPD Qualifiers > Aldrin ug/Kg 1.26 1.12 1.03 89 82 50-130 8 40 b-BHC ug/Kg 1.26 1.17 1.08 93 86 50-130 8 40 d-BHC ug/Kg 1.25 1.13 1.03 91 82 50-130 9 40 Heptachlor epoxide ug/Kg 1.25 1.19 1.09 96 87 50-130 9 40 Endosulfan I ug/Kg 1.25 1.22 1.11 98 89 50-130 9 40 g-Chlordane ug/Kg 1.25 1.07 0.946 85 76 50-130 12 40 a-Chlordane ug/Kg 1.25 1.17 1.05 94 84 50-130 11 40 4,4'-DDE ug/Kg 1.26 1.13 1.05 90 84 50-130 7 40 Dieldrin ug/Kg 1.24 1.24 1.10 100 89 50-130 12 40 Endrin ug/Kg 1.25 1.28 1.18 103 95 50-130 8 40 c� Endosulfan 11 ug/Kg 1.25 1.24 1.14 99 91 50-130 8 40 00 4,4'-DDD ug/Kg 1.25 1.15 1.03 92 83 50-130 11 40 4,4'-DDT ug/Kg 1.26 1.25 1.17 100 94 50-130 7 40 U Endrin aldehyde ug/Kg 1.26 1.20 1.12 95 89 20-130 7 40 Endosulfan sulfate ug/Kg 1.25 1.15 1.07 93 86 50-130 7 40 Methoxychlor ug/Kg 1.25 1.16 1.06 93 85 50-130 9 40 CL Endrin ketone ug/Kg 1.26 1.16 1.06 92 84 50-130 9 40 Total Chlordane ug/Kg 2.5 2.24 1.99 90 80 50-130 12 40 Total Toxaphene ug/Kg U U 0 40 E U) U) 0 U) U) MATRIX SPIKE SAMPLE: 240111 Original: 2176809001 Original Spike MS MS % Rec 0 Parameter Units Result Conc. Result % Rec Limits Qualifiers 6 U Semivolatiles by GC Tetrachloro-m-xylene(S) % 51 50-130 Decachlorobiphenyl(S) % 150 50-130 J2 a-BHC ug/Kg 0 1.74 1.01 58 50-130 g-BHC(Lindane) ug/Kg 0 1.74 1.22 70 50-130 t) Heptachlor ug/Kg 0 1.74 1.15 66 50-130 1 00 Aldrin ug/Kg 0 1.75 0.987 56 50-130 , b-BHC ug/Kg 0 1.75 1.06 61 50-130 d-BHC ug/Kg 0 1.74 0.927 53 50-130 Heptachlor epoxide ug/Kg 0 1.74 1.06 61 50-130 Endosulfan I ug/Kg 0 1.74 1.25 71 50-130 g-Chlordane ug/Kg 0.989 1.74 1.89 51 50-130 a-Chlordane ug/Kg 0.952 1.74 1.89 54 50-130 4,4'-DDE ug/Kg 1.72 1.75 2.95 70 50-130 Dieldrin ug/Kg 2.5 1.72 3.78 74 50-130 Endrin ug/Kg 0 1.74 0.964 55 50-130 Endosulfan 11 ug/Kg 0 1.74 1.49 86 50-130 Report ID:2176832 Page 26 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3269 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 MATRIX SPIKE SAMPLE: 240111 Original: 2176809001 A Original Spike MS MS % Rec Parameter Units Result Conc. Result % Rec Limits Qualifiers > 4,4'-DDD ug/Kg 0 1.74 1.31 75 50-130 4,4'-DDT ug/Kg 6.2 1.75 7.08 51 50-130 Endrin aldehyde ug/Kg 0 1.75 1.81 103 20-130 Endosulfan sulfate ug/Kg 0 1.74 0.78 45 50-130 J4 Methoxychlor ug/Kg 0 1.74 3.51 202 50-130 J4a Endrin ketone ug/Kg 0 1.75 1.34 76 50-130 Total Chlordane ug/Kg 1.94 3.48 3.78 53 50-130 Total Toxaphene ug/Kg -� c5 00 SAMPLE DUPLICATE: 240112 Original: 2176811001 t) Original DUP Max Parameter Units Result Result RPD RPD Qualifiers 0 CL Semivolatiles by GC Tetrachloro-m-xylene(S) % 0.871 6 40 J2 Decachlorobiphenyl(S) % 1.66 2 40 a-BHC ug/Kg U U 0 40 E g-BHC(Lindane) ug/Kg U U 0 40 Heptachlor ug/Kg U U 0 40 U) Aldrin ug/Kg U U 0 40 b-BHC ug/Kg U U 0 40 d-BHC ug/Kg U U 0 40 Heptachlor epoxide ug/Kg U U 0 40 2 Endosulfan I ug/Kg U U 0 40 U g-Chlordane ug/Kg 0.819 0.918 5 40 a-Chlordane ug/Kg 0.755 0.874 8 40 4,4'-DDE ug/Kg 1.67 1.51 16 40 Dieldrin ug/Kg 2.26 2.64 10 40 Endrin ug/Kg U U 0 40 t) Endosulfan II ug/Kg U U 0 40 4,4'-DDD ug/Kg U 0.240i 0 40 P1 , 4,4'-DDT ug/Kg 4.7 4.96 0.9 40 Endrin aldehyde ug/Kg U U 0 40 Endosulfan sulfate ug/Kg U U 0 40 Methoxychlor ug/Kg U U 0 40 Endrin ketone ug/Kg U U 0 40 Total Chlordane ug/Kg 1.57 1.79 7 40 Total Toxaphene ug/Kg U U 0 40 Report ID:2176832 Page 27 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3270 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 QC Batch: XXX/15632 Analysis Method: FL-PRO(GC) QC Batch Method: EPA 3545 Associated Lab Samples: 2176805001 2176805002 2176832001 2176832002 2176832003 2176832004 y METHOD BLANK: 240190 Blank Reporting Parameter Units Result Limit Qualifiers Semivolatiles by GC o-Terphenyl(S) % 87 66-136 n-Triacontane-d62(S) % 90 36-132 Florida Pro Total mg/Kg U 5.00 -� c5 LABORATORY CONTROL SAMPLE&LCSD: 240191 240192 t3 Spike LCS LCSD LCS LCSD % Rec Max Parameter Units Conc. Result Result % Rec % Rec Limit RPD RPD Qualifiers CL Semivolatiles by GC o-Terphenyl(S) % 82 85 66-136 3 25 n-Triacontane-d62(S) % 92 94 36-132 2 25 Florida Pro Total mg/Kg 33.5 31.0 31.1 93 93 65-119 0.3 25 E U) 0 U) U) MATRIX SPIKE SAMPLE: 240193 Original: 2176805001 Original Spike MS MS % Rec 2 O Parameter Units Result Conc. Result % Rec Limits Qualifiers U Semivolatiles by GC o-Terphenyl(S) % 66 66-136 n-Triacontane-d62(S) % 74 36-132 Florida Pro Total mg/Kg 9.88 46.4 42.3 70 39-181 t) 00 SAMPLE DUPLICATE: 240194 Original: 2176805002 X Original DUP Max ; Parameter Units Result Result RPD RPD Qualifiers E Semivolatiles by GC c5 o-Terphenyl(S) % 1.45 9 25 J2 n-Triacontane-d62(S) % 1.59 7 25 Florida Pro Total mg/Kg 20.1 26.4 11 25 Report ID:2176832 Page 28 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3271 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 QC Batch: XXX/15633 Analysis Method: EPA 8082 QC Batch Method: EPA 3545 Associated Lab Samples: 2176832001 2176832002 2176832003 2176832004 y METHOD BLANK: 240205 Blank Reporting Parameter Units Result Limit Qualifiers Aroclor 1016 ug/Kg U 1.3 Aroclor 1221 ug/Kg U 1.3 Aroclor 1232 ug/Kg U 1.3 Aroclor 1242 ug/Kg U 1.3 -� Aroclor 1248 ug/Kg U 1.3 Aroclor 1254 ug/Kg U 1.3 c� Aroclor 1260 ug/Kg U 1.3 00 Total PCBs ug/Kg U 1.3 Tetrachloro-m-xylene(S) % 68.2 50-130 U Decachlorobiphenyl(S) % 79.7 50-130 O CL LABORATORY CONTROL SAMPLE&LCSD: 240206 240207 Spike LCS LCSD LCS LCSD % Rec Max Parameter Units Conc. Result Result % Rec % Rec Limit RPD RPD Qualifiers U) U) Aroclor 1016 ug/Kg 25 22 23 87.8 91.1 50-130 4.44 30 Aroclor 1221 ug/Kg U U 0 30 Aroclor 1232 ug/Kg U U 0 30 Aroclor 1242 ug/Kg U U 0 30 0 Aroclor 1248 ug/Kg U U 0 30 U Aroclor 1254 ug/Kg U U 0 30 Aroclor 1260 ug/Kg 25 20 20 80 81.9 50-130 0 30 Total PCBs ug/Kg 50 42 43 83.9 86.5 50-130 2.35 30 Tetrachloro-m-xylene(S) % 84.3 78 50-130 11.5 Decachlorobiphenyl(S) % 95 84.8 50-130 8.7 t) 00 MATRIX SPIKE SAMPLE: 240208 Original: 2176832001 Original Spike MS MS % Rec Parameter Units Result Conc. Result % Rec Limits Qualifiers Aroclor 1016 ug/Kg 0 35 24 67.8 50-130 Aroclor 1221 ug/Kg Aroclor 1232 ug/Kg Aroclor 1242 ug/Kg Aroclor 1248 ug/Kg Report ID:2176832 Page 29 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3272 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 MATRIX SPIKE SAMPLE: 240208 Original: 2176832001 A Original Spike MS MS % Rec Parameter Units Result Conc. Result % Rec Limits Qualifiers > Aroclor 1254 ug/Kg Aroclor 1260 ug/Kg 0 35 18 52.7 50-130 Total PCBs ug/Kg 0 69 42 60.3 50-130 Tetrachloro-m-xylene(S) % 63.2 50-130 Decachlorobiphenyl(S) % 36 50-130 J2 SAMPLE DUPLICATE: 240209 Original: 2176832002 c5 Original DUP Max 00 Parameter Units Result Result RPD RPD Qualifiers Aroclor 1016 ug/Kg U U 0 30 U Aroclor 1221 ug/Kg U U 0 30 Aroclor 1232 ug/Kg U U 0 30 CL Aroclor 1242 ug/Kg U U 0 30 Aroclor 1248 ug/Kg U U 0 30 Aroclor 1254 ug/Kg U U 0 30 Aroclor 1260 ug/Kg U U 0 30 E Total PCBs ug/Kg U U 0 30 Tetrachloro-m-xylene(S) % 0.5 36.1 J2 U) Decachlorobiphenyl(S) % 0.21 32 J2 O 6 U t3 X E c5 Report ID:2176832 Page 30 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3273 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 QC Batch: MXX/13621 Analysis Method: EPA 6020 QC Batch Method: EPA 3050B(mod) Associated Lab Samples: 2176832001 2176832002 2176832003 2176832004 2176841001 2176841002 y 2176841003 2176841004 2176841005 2176850003 2176850004 2176850005 2176850006 2176850011 2176850012 2176850013 2176850014 METHOD BLANK: 240230 Blank Reporting Parameter Units Result Limit Qualifiers Chromium mg/Kg U 0.11 Copper mg/Kg U 0.082 Arsenic mg/Kg U 0.041 Selenium mg/Kg U 0.23 c� Silver mg/Kg U 0.035 00 Cadmium mg/Kg U 0.046 Barium mg/Kg U 0.11 U Mercury mg/Kg U 0.061 Lead mg/Kg U 0.039 0 CL LABORATORY CONTROL SAMPLE&LCSD: 240231 240232 U) Spike LCS LCSD LCS LCSD % Rec Max Parameter Units Conc. Result Result % Rec % Rec Limit RPD RPD Qualifiers U) Chromium mg/Kg 10 10 10 104 105 80-120 0 20 Copper mg/Kg 10 10 10 104 105 80-120 0 20 Arsenic mg/Kg 10 11 11 108 109 80-120 0 20 0 Selenium mg/Kg 10 11 11 107 109 80-120 0 20 U Silver mg/Kg 10 10 9.6 104 95.8 80-120 4.08 20 Cadmium mg/Kg 10 11 11 105 106 80-120 0 20 Barium mg/Kg 10 11 11 105 108 80-120 0 20 Mercury mg/Kg 1.3 1.3 1.3 103 104 80-120 0 20 Lead mg/Kg 10 10 10 104 104 80-120 0 20 t) 00 MATRIX SPIKE SAMPLE: 240234 Original: 2176841005 Original Spike MS MS % Rec Parameter Units Result Conc. Result % Rec Limits Qualifiers Chromium mg/Kg 5.7 20 27 104 75-125 Copper mg/Kg 16 20 38 108 75-125 Arsenic mg/Kg 1.4 20 22 103 75-125 Selenium mg/Kg 0 20 21 103 75-125 Silver mg/Kg 0.041 20 22 109 75-125 Report ID:2176832 Page 31 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3274 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 MATRIX SPIKE SAMPLE: 240234 Original: 2176841005 A Original Spike MS MS % Rec Parameter Units Result Conc. Result % Rec Limits Qualifiers > Cadmium mg/Kg 0.1 20 20 102 75-125 Barium mg/Kg 3.5 20 24 104 75-125 Mercury mg/Kg 0.017 2.5 2.4 94.6 75-125 Lead mg/Kg 14 20 35 106 75-125 SAMPLE DUPLICATE: 240233 Original: 2176841005 Original DUP Max c� Parameter Units Result Result RPD RPD Qualifiers 00 Chromium mg/Kg 5.7 6.0 5.13 20 Copper mg/Kg 16 17 6.06 20 L- Arsenic mg/Kg 1.4 1.4 0 20 Selenium mg/Kg U U 0 20 CL Silver mg/Kg U U 0 20 Cadmium mg/Kg 0.1 0.10i 0 20 Barium mg/Kg 3.5 3.4 2.9 20 Mercury mg/Kg U U 0 20 E Lead mg/Kg 14 13 7.41 20 U) U) O 6 U t3 X E c5 Report ID:2176832 Page 32 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3275 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 QC Batch: XXX/15636 Analysis Method: EPA 8270C QC Batch Method: EPA 3545 Associated Lab Samples: 2176832001 2176832002 2176832003 2176832004 2176867001 2176867002 y 2176867003 2176867004 2176867005 2176868001 2176868002 2176868003 2176868004 METHOD BLANK: 240236 Blank Reporting Parameter Units Result Limit Qualifiers Semivolatiles by EPA 8270C 2-Fluorophenol(S) % 123 25-120 J1 -� Phenol-d5(S) % 131 20-110 J1 Nitrobenzene-d5(S) % 102 20-120 c� 2-Fluorobiphenyl(S) % 110 30-115 00 2,4,6-Tribromophenol(S) % 95 20-120 p-Terphenyl-d14(S) % 114 15-140 U Pyridine mg/Kg U 0.081 N-Nitrosodimethylamine mg/Kg U 0.033 0 Aniline mg/Kg U 0.039 CL Phenol mg/Kg U 0.037 2-Chlorophenol mg/Kg U 0.036 bis[2-Chloroethyl]ether mg/Kg U 0.041 1,3-Dichlorobenzene mg/Kg U 0.037 1,4-Dichlorobenzene mg/Kg U 0.040 Benzyl alcohol mg/Kg U 0.042 U) N-Nitrosodiethylamine mg/Kg U 0.042 1,2-Dichlorobenzene mg/Kg U 0.047 2-Methylphenol mg/Kg U 0.031 0 bis[2-Chloroisopropyl]ether mg/Kg U 0.037 Hexachloroethane mg/Kg U 0.041 o-Toluidine mg/Kg U 0.039 N-Nitrosodi-n-propylamine mg/Kg U 0.031 Acetophenone mg/Kg U 0.100 Nitrobenzene mg/Kg U 0.040 Isophorone mg/Kg U 0.034 LI) 2,4-Dimethylphenol mg/Kg U 0.047 00 2-Nitrophenol mg/Kg U 0.052 ° bis[2-Chloroethoxy]methane mg/Kg U 0.037 2,4-Dichlorophenol mg/Kg U 0.037 1,2,4-Trichlorobenzene mg/Kg U 0.046 Hexachlorobutadiene mg/Kg U 0.048 Naphthalene mg/Kg U 0.035 2,6-Dichlorophenol mg/Kg U 0.042 4-Chloroaniline mg/Kg U 0.044 4-Chloro-3-methyl phenol mg/Kg U 0.030 2-Methylnaphthalene mg/Kg U 0.031 1-Methylnaphthalene mg/Kg U 0.024 Report ID:2176832 Page 33 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3276 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 METHOD BLANK: 240236 Blank Reporting Parameter Units Result Limit Qualifiers Hexachlorocyclopentadiene mg/Kg U 0.054 1,2,4,5-Tetrachlorobenzene mg/Kg U 0.040 2,4,6-Trichlorophenol mg/Kg U 0.035 2,4,5-Trichlorophenol mg/Kg U 0.036 2-Chloronaphthalene mg/Kg U 0.045 2-Nitroaniline mg/Kg U 0.030 y Dimethyl phthalate mg/Kg U 0.025 Acenaphthylene mg/Kg U 0.032 2,6-Dinitrotoluene mg/Kg U 0.039 Acenaphthene mg/Kg U 0.029 ' 3-Nitroaniline mg/Kg U 0.032 4-Nitrophenol mg/Kg U 0.036 Dibenzofuran mg/Kg U 0.029 Pentachlorobenzene mg/Kg U 0.029 t3 2,3,4,6-Tetrachlorophenol mg/Kg U 0.033 2,4-Di nitro phenol mg/Kg U 0.100 CL Diethyl phthalate mg/Kg U 0.046 2,4-Dinitrotoluene mg/Kg U 0.029 4-Chlorophenyl phenyl ether mg/Kg U 0.024 Fluorene mg/Kg U 0.020 N-Nitrosodiphenylamine mg/Kg U 0.027 U) 4-Nitroaniline mg/Kg U 0.034 0 4,6-Dinitro-2-methyl phenol mg/Kg U 0.088 U) 4-Bromophenyl phenyl ether mg/Kg U 0.037 Hexachlorobenzene mg/Kg U 0.028 �y Pentachlorophenol mg/Kg U 0.053 2 Phenanthrene mg/Kg U 0.027 0 Anthracene mg/Kg U 0.031 Di-n-butyl phthalate mg/Kg U 0.250 Fluoranthene mg/Kg U 0.026 Benzidine mg/Kg U 0.044 Pyrene mg/Kg U 0.023 t3 Butyl benzyl phthalate mg/Kg U 0.066 bis[2-Ethylhexyl]phthalate mg/Kg U 0.500 3,3'-Dichlorobenzidine mg/Kg U 0.028 Benzo(a)anthracene mg/Kg U 0.031 Chrysene mg/Kg U 0.014 3&4-Methyl phenol mg/Kg U 0.035 ; Di-n-octyl phthalate mg/Kg U 0.036 Benzo(b)fluoranthene mg/Kg U 0.024 Benzo(k)fluoranthene mg/Kg U 0.042 Benzo(a)pyrene mg/Kg U 0.024 Dibenzo(a,h)anthracene mg/Kg U 0.020 Indeno(1,2,3-cd)pyrene mg/Kg U 0.012 Benzo(g,h,i)perylene mg/Kg U 0.033 Report ID:2176832 Page 34 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3277 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 METHOD BLANK: 240236 Blank Reporting Parameter Units Result Limit Qualifiers Carbazole mg/Kg U 0.032 1,1'-Biphenyl mg/Kg U 0.100 2 LABORATORY CONTROL SAMPLE&LCSD: 240237 240238 Spike LCS LCSD LCS LCSD % Rec Max Parameter Units Conc. Result Result % Rec % Rec Limit RPD RPD Qualifiers Semivolatiles by EPA 8270C c� 2-Fluorophenol(S) % 112 122 25-120 8 40 J1 00 Phenol-d5(S) % 132 132 20-110 0.8 40 Nitrobenzene-d5(S) % 100 98 20-120 2 40 U 2-Fluorobiphenyl(S) % 110 107 30-115 3 40 2,4,6-Tribromophenol(S) % 102 98 20-120 4 40 p-Terphenyl-d14(S) % 116 114 15-140 2 40 CL Pyridine mg/Kg U U 0 40 N-Nitrosodimethylamine mg/Kg U U 0 40 Aniline mg/Kg U U 0 40 Phenol mg/Kg 2.51 2.94 2.97 117 119 20-130 1 40 2-Chlorophenol mg/Kg 2.5 2.72 2.67 109 107 30-120 2 40 bis[2-Chloroethyl]ether mg/Kg U U 0 40 U) 1,3-Dichlorobenzene mg/Kg U U 0 40 1,4-Dichlorobenzene mg/Kg 1.26 1.08 1.11 86 88 35-120 3 40 Benzyl alcohol mg/Kg U U 0 40 0 N-Nitrosodiethylamine mg/Kg U U 0 40 1,2-Dichlorobenzene mg/Kg U U 0 40 2-Methylphenol mg/Kg U U 0 40 0) bis[2-Chloroisopropyl]ether mg/Kg U U 0 40 Hexachloroethane mg/Kg U U 0 40 o-Toluidine mg/Kg U U 0 40 N-Nitrosodi-n-propylamine mg/Kg 1.25 1.29 1.31 103 105 30-140 2 40 t°'' Acetophenone mg/Kg U U 0 40 00 Nitrobenzene mg/Kg U U 0 40 ° Isophorone mg/Kg U U 0 40 2,4-Dimethylphenol mg/Kg U U 0 40 2-Nitrophenol mg/Kg U U 0 40 bis[2-Chloroethoxy]methane mg/Kg U U 0 40 2,4-Dichlorophenol mg/Kg U U 0 40 1,2,4-Trichlorobenzene mg/Kg 1.25 0.989 0.968 79 77 21-147 2 40 Hexachlorobutadiene mg/Kg U U 0 40 Naphthalene mg/Kg U U 0 40 2,6-Dichlorophenol mg/Kg U U 0 40 4-Chloroaniline mg/Kg U U 0 40 Report ID:2176832 Page 35 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3278 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 LABORATORY CONTROL SAMPLE&LCSD: 240237 240238 A Spike LCS LCSD LCS LCSD % Rec Max Parameter Units Conc. Result Result % Rec % Rec Limit RPD RPD Qualifiers > 4-Chloro-3-methyl phenol mg/Kg 2.5 2.49 2.50 100 100 30-130 0.4 40 2-Methylnaphthalene mg/Kg U U 0 40 1-Methylnaphthalene mg/Kg U U 0 40 Hexachlorocyclopentadiene mg/Kg U U 0 40 1,2,4,5-Tetrachlorobenzene mg/Kg U U 0 40 2,4,6-Trichlorophenol mg/Kg U U 0 40 2,4,5-Trichlorophenol mg/Kg U U 0 40 2-Chloronaphthalene mg/Kg U U 0 40 2-Nitroaniline mg/Kg U U 0 40 Dimethyl phthalate mg/Kg U U 0 40 c� Acenaphthylene mg/Kg U U 0 40 00 2,6-Dinitrotoluene mg/Kg U U 0 40 Acenaphthene mg/Kg 1.25 1.24 1.24 99 99 35-120 0 40 U 3-Nitroaniline mg/Kg U U 0 40 4-Nitrophenol mg/Kg 2.48 1.71 1.81 69 73 20-130 6 40 Dibenzofuran mg/Kg U U 0 40 CL Pentachlorobenzene mg/Kg U U 0 40 2,3,4,6-Tetrachlorophenol mg/Kg U U 0 40 2,4-Di nitro phenol mg/Kg U U 0 40 Diethyl phthalate mg/Kg U U 0 40 2,4-Dinitrotoluene mg/Kg 1.26 0.997 1.04 79 83 30-140 4 40 4-Chlorophenyl phenyl ether mg/Kg U U 0 40 U) Fluorene mg/Kg U U 0 40 N-Nitrosodiphenylamine mg/Kg U U 0 40 4-Nitroaniline mg/Kg U U 0 40 0 4,6-Dinitro-2-methyl phenol mg/Kg U U 0 40 4-Bromophenyl phenyl ether mg/Kg U U 0 40 Hexachlorobenzene mg/Kg U U 0 40 Pentachlorophenol mg/Kg 2.48 1.49 1.60 60 65 20-120 7 40 Phenanthrene mg/Kg U U 0 40 Anthracene mg/Kg U U 0 40 Di-n-butyl phthalate mg/Kg U U 0 40 t°'' Fluoranthene mg/Kg U U 0 40 Benzidine mg/Kg U U 0 40 ° Pyrene mg/Kg 1.25 1.27 1.25 101 100 40-140 2 40 Butyl benzyl phthalate mg/Kg U U 0 40 bis[2-Ethylhexyl]phthalate mg/Kg U U 0 40 3,3'-Dichlorobenzidine mg/Kg U U 0 40 Benzo(a)anthracene mg/Kg U U 0 40 Chrysene mg/Kg U U 0 40 3&4-Methyl phenol mg/Kg U U 0 40 Di-n-octyl phthalate mg/Kg U U 0 40 Benzo(b)fluoranthene mg/Kg U U 0 40 Benzo(k)fluoranthene mg/Kg U U 0 40 Report ID:2176832 Page 36 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3279 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 LABORATORY CONTROL SAMPLE&LCSD: 240237 240238 A Spike LCS LCSD LCS LCSD % Rec Max Parameter Units Conc. Result Result % Rec % Rec Limit RPD RPD Qualifiers > Benzo(a)pyrene mg/Kg U U 0 40 Dibenzo(a,h)anthracene mg/Kg U U 0 40 Indeno(1,2,3-cd)pyrene mg/Kg U U 0 40 Benzo(g,h,i)perylene mg/Kg U U 0 40 Carbazole mg/Kg U U 0 1,1'-Biphenyl mg/Kg U U 0 40 MATRIX SPIKE SAMPLE: 240239 Original: 2176832002 c� 00 Original Spike MS MS % Rec Parameter Units Result Conc. Result % Rec Limits Qualifiers t3 2-Fluorophenol(S) % 81 25-120 Phenol-d5(S) % 88 20-110 CL Nitrobenzene-d5(S) % 65 20-120 2-Fluorobiphenyl(S) % 52 30-115 2,4,6-Tribromophenol(S) % 64 20-120 p-Terphenyl-d14(S) % 52 15-140 U) Pyridine mg/Kg N-Nitrosodimethylamine mg/Kg U) N-Nitrosodiethylamine mg/Kg Aniline mg/Kg Phenol mg/Kg 0 3.62 2.8 77 20-130 5 2-Chlorophenol mg/Kg 0 3.62 2.51 69 30-120 2 bis[2-Chloroethyl]ether mg/Kg U 1,3-Dichlorobenzene mg/Kg 1,4-Dichlorobenzene mg/Kg 0 1.82 0.939 52 35-120 Benzyl alcohol mg/Kg 1,2-Dichlorobenzene mg/Kg 2-Methylphenol mg/Kg U bis[2-Chloroisopropyl]ether mg/Kg I 00 Hexachloroethane mg/Kg , o-Toluidine mg/Kg N-Nitrosodi-n-propylamine mg/Kg 0 1.81 1.18 65 30-140 Nitrobenzene mg/Kg Isophorone mg/Kg 2,4-Dimethylphenol mg/Kg 2-Nitrophenol mg/Kg bis[2-Chloroethoxy]methane mg/Kg 2,4-Dichlorophenol mg/Kg 1,2,4-Trichlorobenzene mg/Kg 0 1.81 0.816 45 21-147 Hexachlorobutadiene mg/Kg Report ID:2176832 Page 37 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3280 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 MATRIX SPIKE SAMPLE: 240239 Original: 2176832002 A Original Spike MS MS % Rec Parameter Units Result Conc. Result % Rec Limits Qualifiers > Naphthalene mg/Kg 2,6-Dichlorophenol mg/Kg 4-Chloroaniline mg/Kg 4-Chloro-3-methyl phenol mg/Kg 0 3.62 2.28 63 30-130 2-Methylnaphthalene mg/Kg 1-Methylnaphthalene mg/Kg Hexachlorocyclopentadiene mg/Kg 1,2,4,5-Tetrachlorobenzene mg/Kg 2,4,6-Trichlorophenol mg/Kg 2,4,5-Trichlorophenol mg/Kg c� 2-Chloronaphthalene mg/Kg 00 2-Nitroaniline mg/Kg Dimethyl phthalate mg/Kg U Acenaphthylene mg/Kg 2,6-Dinitrotoluene mg/Kg Acenaphthene mg/Kg 0 1.81 1.01 56 35-120 CL 3-Nitroaniline mg/Kg 4-Nitrophenol mg/Kg 0 3.59 1.61 45 20-130 Dibenzofuran mg/Kg Pentachlorobenzene mg/Kg 2,3,4,6-Tetrachlorophenol mg/Kg 2,4-Di nitro phenol mg/Kg U) Diethyl phthalate mg/Kg 2,4-Dinitrotoluene mg/Kg 0 1.82 0.967 53 30-140 4-Chlorophenyl phenyl mg/Kg O ether Fluorene mg/Kg U N-Nitrosodiphenylamine mg/Kg 4-Nitroaniline mg/Kg 4,6-Dinitro-2-methyl phenol mg/Kg 4-Bromophenyl phenyl mg/Kg ether U t3 Hexachlorobenzene mg/Kg Pentachlorophenol mg/Kg 0 3.58 1.79 50 20-120 Phenanthrene mg/Kg Anthracene mg/Kg Di-n-butyl phthalate mg/Kg Fluoranthene mg/Kg Benzidine mg/Kg Pyrene mg/Kg 0 1.81 0.941 52 40-140 Butyl benzyl phthalate mg/Kg bis[2-Ethylhexyl]phthalate mg/Kg 3,3'-Dichlorobenzidine mg/Kg Benzo(a)anthracene mg/Kg Report ID:2176832 Page 38 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3281 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 MATRIX SPIKE SAMPLE: 240239 Original: 2176832002 A Original Spike MS MS % Rec Parameter Units Result Conc. Result % Rec Limits Qualifiers > Chrysene mg/Kg 3&4-Methyl phenol mg/Kg Di-n-octyl phthalate mg/Kg Benzo(b)fluoranthene mg/Kg Benzo(k)fluoranthene mg/Kg Benzo(a)pyrene mg/Kg Dibenzo(a,h)anthracene mg/Kg Indeno(1,2,3-cd)pyrene mg/Kg Benzo(g,h,i)perylene mg/Kg Carbazole mg/Kg �y 1,1'-Biphenyl mg/Kg 00 Acetophenone mg/Kg t) O SAMPLE DUPLICATE: 240240 Original: 2176832003 CL Original DUP Max Parameter Units Result Result RPD RPD Qualifiers E U) 2-Fluorophenol(S) % 2.02 25 40 Phenol-d5(S) % 2.39 10 40 U) Nitrobenzene-d5(S) % 1.85 13 40 2-Fluorobiphenyl(S) % 0.782 5 40 J1 2,4,6-Tribromophenol(S) % 1.49 21 40 p-Terphenyl-d14(S) % 0.621 11 40 0 Pyridine mg/Kg U U 0 40 U N-Nitrosodimethylamine mg/Kg U U 0 40 N-Nitrosodiethylamine mg/Kg U U 0 40 Aniline mg/Kg U U 0 40 Phenol mg/Kg U U 0 40 2-Chlorophenol mg/Kg U U 0 40 t) bis[2-Chloroethyl]ether mg/Kg U U 0 40 1,3-Dichlorobenzene mg/Kg U U 0 40 , 1,4-Dichlorobenzene mg/Kg U U 0 40 Benzyl alcohol mg/Kg U U 0 40 1,2-Dichlorobenzene mg/Kg U U 0 40 2-Methylphenol mg/Kg U U 0 40 bis[2-Chloroisopropyl]ether mg/Kg U U 0 40 Hexachloroethane mg/Kg U U 0 40 o-Toluidine mg/Kg U U 0 40 N-Nitrosodi-n-propylamine mg/Kg U U 0 40 Nitrobenzene mg/Kg U U 0 40 Isophorone mg/Kg U U 0 40 Report ID:2176832 Page 39 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3282 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 SAMPLE DUPLICATE: 240240 Original: 2176832003 A Original DUP Max Parameter Units Result Result RPD RPD Qualifiers > 2,4-Dimethylphenol mg/Kg U U 0 40 2-Nitrophenol mg/Kg U U 0 40 bis[2-Chloroethoxy]methane mg/Kg U U 0 40 2,4-Dichlorophenol mg/Kg U U 0 40 1,2,4-Trichlorobenzene mg/Kg U U 0 40 Hexachlorobutadiene mg/Kg U U 0 40 Naphthalene mg/Kg U U 0 40 2,6-Dichlorophenol mg/Kg U U 0 40 4-Chloroaniline mg/Kg U U 0 40 4-Chloro-3-methyl phenol mg/Kg U U 0 40 c� 2-Methylnaphthalene mg/Kg U U 0 40 00 1-Methylnaphthalene mg/Kg U U 0 40 Hexachlorocyclopentadiene mg/Kg U U 0 40 U 1,2,4,5-Tetrachlorobenzene mg/Kg U U 0 40 2,4,6-Trichlorophenol mg/Kg U U 0 40 2,4,5-Trichlorophenol mg/Kg U U 0 40 CL 2-Chloronaphthalene mg/Kg U U 0 40 2-Nitroaniline mg/Kg U U 0 40 Dimethyl phthalate mg/Kg U U 0 40 Acenaphthylene mg/Kg U U 0 40 2,6-Dinitrotoluene mg/Kg U U 0 40 Acenaphthene mg/Kg U U 0 40 U) 3-Nitroaniline mg/Kg U U 0 40 4-Nitrophenol mg/Kg U U 0 40 Dibenzofuran mg/Kg U U 0 40 0 Pentachlorobenzene mg/Kg U U 0 40 2,3,4,6-Tetrachlorophenol mg/Kg U U 0 40 2,4-Di nitro phenol mg/Kg U U 0 40 0) Diethyl phthalate mg/Kg U U 0 40 2,4-Dinitrotoluene mg/Kg U U 0 40 4-Chlorophenyl phenyl mg/Kg U U 0 40 ether t3 Fluorene mg/Kg U U 0 40 N-Nitrosodiphenylamine mg/Kg U U 0 40 4-Nitroaniline mg/Kg U U 0 40 4,6-Dinitro-2-methyl phenol mg/Kg U U 0 40 4-Bromophenyl phenyl mg/Kg U U 0 40 ether Hexachlorobenzene mg/Kg U U 0 40 Pentachlorophenol mg/Kg U U 0 40 Phenanthrene mg/Kg U U 0 40 Anthracene mg/Kg U U 0 40 Di-n-butyl phthalate mg/Kg U U 0 40 Fluoranthene mg/Kg U U 0 40 Report ID:2176832 Page 40 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3283 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 SAMPLE DUPLICATE: 240240 Original: 2176832003 A Original DUP Max Parameter Units Result Result RPD RPD Qualifiers > Benzidine mg/Kg U U 0 40 Pyrene mg/Kg U U 0 40 Butyl benzyl phthalate mg/Kg U U 0 40 bis[2-Ethylhexyl]phthalate mg/Kg U U 0 40 3,3'-Dichlorobenzidine mg/Kg U U 0 40 Benzo(a)anthracene mg/Kg U U 0 40 Chrysene mg/Kg U U 0 40 3&4-Methyl phenol mg/Kg U U 0 40 -� Di-n-octyl phthalate mg/Kg U U 0 40 Benzo(b)fluoranthene mg/Kg U U 0 40 c� Benzo(k)fluoranthene mg/Kg U U 0 40 00 Benzo(a)pyrene mg/Kg U U 0 40 Dibenzo(a,h)anthracene mg/Kg U U 0 40 U Indeno(1,2,3-cd)pyrene mg/Kg U U 0 40 Benzo(g,h,i)perylene mg/Kg U U 0 40 0 Carbazole mg/Kg U U 0 CL 1,1'-Biphenyl mg/Kg U U 0 40 Acetophenone mg/Kg U U 0 40 E U) U) 0 U) U) O 6 U t3 X E c5 Report ID:2176832 Page 41 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3284 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 QC Batch: MXX/13624 Analysis Method: EPA 1311/200.8 QC Batch Method: EPA 200.2 mod. Associated Lab Samples: 2176785006 2176829001 2176829002 2176832001 2176832002 2176832003 y 2176832004 2176852001 METHOD BLANK: 240299 Blank Reporting Parameter Units Result Limit Qualifiers Chromium mg/L U 0.000067 Copper mg/L U 0.000034 Arsenic mg/L U 0.00016 -� Selenium mg/L U 0.00052 Silver mg/L 0.00019i 0.00010 c� Cadmium mg/L U 0.000071 00 Barium mg/L U 0.000076 Mercury mg/L U 0.00018 U Lead mg/L U 0.000029 O CL LABORATORY CONTROL SAMPLE&LCSD: 240300 240301 Spike LCS LCSD LCS LCSD % Rec Max Parameter Units Conc. Result Result % Rec % Rec Limit RPD RPD Qualifiers U) U) Chromium mg/L 0.1 0.10 0.10 99.6 99.6 85-115 0 20 Copper mg/L 0.1 0.10 0.10 103 103 85-115 0 20 Arsenic mg/L 0.1 0.10 0.10 100 101 85-115 0 20 Selenium mg/L 0.1 0.10 0.10 101 100 85-115 0 20 0 Silver mg/L 0.1 0.10 0.098 99.9 98.2 85-115 2.02 20 U Cadmium mg/L 0.1 0.096 0.096 95.8 96.2 85-115 0 20 Barium mg/L 0.1 0.10 0.10 100 101 85-115 0 20 Mercury mg/L 0.005 0.0051 0.0051 101 101 85-115 0 20 Lead mg/L 0.1 0.098 0.097 98 97.4 85-115 1.03 20 t) 00 MATRIX SPIKE SAMPLE: 240303 Original: 2176853001 X Original Spike MS MS % Rec Parameter Units Result Conc. Result % Rec Limits Qualifiers Chromium mg/L 0.0036 0.05 0.053 98.5 70-130 Copper mg/L 0.0033 0.05 0.054 101 70-130 Arsenic mg/L 0.0011 0.05 0.051 98.9 70-130 Selenium mg/L 0 0.05 0.051 102 70-130 Silver mg/L 0.00024 0.05 0.046 91.8 70-130 Cadmium mg/L 7.6e-005 0.05 0.048 95.4 70-130 Report ID:2176832 Page 42 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3285 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 MATRIX SPIKE SAMPLE: 240303 Original: 2176853001 A Original Spike MS MS % Rec Parameter Units Result Conc. Result % Rec Limits Qualifiers > Barium mg/L 0.016 0.05 0.066 100 70-130 Mercury mg/L 2e-005 0.02 0.019 93.8 70-130 Lead mg/L 0.0025 0.05 0.049 93.6 70-130 MATRIX SPIKE SAMPLE: 240349 Original: 2176866001 Original Spike MS MS % Rec Parameter Units Result Conc. Result % Rec Limits Qualifiers -� Chromium mg/L 0.00025 0.05 0.047 94 70-130 Copper mg/L 0 0.05 0.046 92.8 70-130 Arsenic mg/L 0.00018 0.05 0.048 94.9 70-130 00 Selenium mg/L 0 0.05 0.045 89.9 70-130 U Silver mg/L 0.0009 0.05 0.043 84.4 70-130 L- Cadmium mg/L 4e-005 0.05 0.045 88.9 70-130 Barium mg/L 0.08 0.05 0.13 105 70-130 CL Mercury mg/L 1.6e-005 0.02 0.017 87.2 70-130 Lead mg/L 0.00042 0.05 0.043 84.5 70-130 E U) U) SAMPLE DUPLICATE: 240302 Original: 2176853001 U) U) Original DUP Max _ Parameter Units Result Result RPD RPD Qualifiers O Chromium mg/L 0.0036 0.0036i 0 20 U Copper mg/L 0.0033 0.0035i 5.88 20 Arsenic mg/L 0.0011 0.0010i 9.52 20 Selenium mg/L U U 0 20 Silver mg/L U U 0 20 Cadmium mg/L U U 0 20 t) Barium mg/L 0.016 0.016 0 20 1 Mercury mg/L U U 0 20 00 Lead mg/L 0.0025 0.0024i 4.08 20 SAMPLE DUPLICATE: 240348 Original: 2176866001 Original DUP Max Parameter Units Result Result RPD RPD Qualifiers c5 Chromium mg/L U 0.00030i 0 20 Copper mg/L U U 0 20 Arsenic mg/L U U 0 20 Selenium mg/L U U 0 20 Report ID:2176832 Page 43 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3286 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC:. Phone:(561)575-0030 Fax:(561)575-4118 QUALITY CONTROL DATA Workorder: 2176832 Project ID: Tavernier#90 SAMPLE DUPLICATE: 240348 Original: 2176866001 A Original DUP Max Parameter Units Result Result RPD RPD Qualifiers > Silver mg/L 0.0009 0.00086i 4.55 20 Cadmium mg/L U U 0 20 Barium mg/L 0.08 0.083 3.68 20 Mercury mg/L U U 0 20 Lead mg/L 0.00042 0.00042i 0 20 c5 00 t) O CL E U) U) 0 U) U) O 6 U t) X E c5 Report ID:2176832 Page 44 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3287 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC:. Phone:(561)575-0030 Fax:(561)57511118 QUALITY CONTROL DATA QUALIFIERS Workorder: 2176832 Project ID: Tavernier#90 QUALITY CONTROL PARAMETER QUALIFIERS 2A it Surrogate recovery was outside defined limits. J2 Surrogate recovery was outside defined limits due to matrix interference. J4 MS/MSD recovery exceeded control limits due to matrix interference. LCS/LCSD recovery was within acceptable range. J4a MS value exceeded control limits which could bias sample results high;however,sample data is non-detect and was not impacted. P1 RPD value not applicable for sample concentrations less than 5 times the PQL. c5 00 t) O CL E U) U) 0 U) U) O 6 U U Z X E c5 Report ID:2176832 Page 45 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3288 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC- Phone:(561)575-0030 Fax:(561)57511118 QUALITY CONTROL DATA CROSS REFERENCE TABLE Workorder: 2176832 Project ID: Tavernier#90 Analytical Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch 2176832001 1A,1B,1C EPA 3545 XXX/15629 EPA 8081 (GC) XGC/5591 > 2176832002 2A,2B,2C EPA 3545 XXX/15629 EPA 8081 (GC) XGC/5591 2176832003 3A,3B,3C EPA 3545 XXX/15629 EPA 8081 (GC) XGC/5591 2176832004 4A,4B,4C EPA 3545 XXX/15629 EPA 8081 (GC) XGC/5591 2176832001 1A,1B,1C EPA 3545 XXX/15632 FL-PRO(GC) XGCP/5338 2176832002 2A,2B,2C EPA 3545 XXX/15632 FL-PRO(GC) XGCP/5338 m 2176832003 3A,3B,3C EPA 3545 XXX/15632 FL-PRO(GC) XGCP/5338 cy 2176832004 4A,4B,4C EPA 3545 XXX/15632 FL-PRO(GC) XGCP/5338 00 U 2176832001 1A,1B,1C SM 254OG WGR/5245 O 2176832002 2A,2B,2C SM 254OG WGR/5245 CL 2176832003 3A,3B,3C SM 254OG WGR/5245 , 2176832004 4A,4B,4C SM 254OG WGR/5245 E U) U) 0 2176832001 1A,1B,1C EPA 3545 XXX/15633 EPA 8082 XGC/5592 U) 2176832002 2A,2B,2C EPA 3545 XXX/15633 EPA 8082 XGC/5592 2176832003 3A,3B,3C EPA 3545 XXX/15633 EPA 8082 XGC/5592 0 2176832004 4A,4B,4C EPA 3545 XXX/15633 EPA 8082 XGC/5592 U 2176832001 1A,1B,1C EPA 3050B(mod) MXX/13621 EPA 6020 MMS/12112 2176832002 2A,2B,2C EPA 3050B(mod) MXX/13621 EPA 6020 MMS/12112 2176832003 3A,3B,3C EPA 3050B(mod) MXX/13621 EPA 6020 MMS/12112 I 00 2176832004 4A,4B,4C EPA 3050B(mod) MXX/13621 EPA 6020 MMS/12112 X 2176832001 1A,1B,1C EPA 3545 XXX/15636 EPA 8270C XMS/8053 ; 2176832002 2A,2B,2C EPA 3545 XXX/15636 EPA 8270C XMS/8053 E 2176832003 3A,3B,3C EPA 3545 XXX/15636 EPA 8270C XMS/8053 2176832004 4A,4B,4C EPA 3545 XXX/15636 EPA 8270C XMS/8053 Report ID:2176832 Page 46 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3289 e I �� � Jupiter Environmental Laboratorie 0.3.d , 150 S.Old Dixie Highway Jupiter,FL 33458 1:1 in vircwi"in a L aI�cwat;c�ri( s, laiC:. Phone:(561)575-0030 Fax:(561)57511118 QUALITY CONTROL DATA CROSS REFERENCE TABLE Workorder: 2176832 Project ID: Tavernier#90 Analytical Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch 2176832001 1A,1B,1C EPA 200.2 mod. MXX/13624 EPA 1311/200.8 MMS/12114 > 2176832002 2A,2B,2C EPA 200.2 mod. MXX/13624 EPA 1311/200.8 MMS/12114 2176832003 3A,3B,3C EPA 200.2 mod. MXX/13624 EPA 1311/200.8 MMS/12114 2176832004 4A,4B,4C EPA 200.2 mod. MXX/13624 EPA 1311/200.8 MMS/12114 c5 00 t) O CL E U) U) 0 U) U) O 6 U t) X E c5 Report ID:2176832 Page 47 of 47 11/12/2021 NELAP Accredited FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Packet Pg. 3290 e Florida Spectrum ��i����a,�unentW eivices, Inc. e Report To: Page 1 of 5 Nicole Laing Report Printed: 11/18/2021 Jupiter Environmental Labs Work Order# 21 KO330 150 South Old Dixie Highway Project: Jupiter FL,33458 2176832 Lab ID: 21KO330-01 Collection Date: 11/04/21 14:30 Client Sample ID: 2176832001 Received Date: 11/08/21 14:58 ap Collected By: Client M Matrix: Solid Laboratory Analysis Report ca Parameter Result QC Units Dil MDL PQL Method Date Ext. Date Analy. Analyst Chlorinated Herbicides by EPA Method 8151 2,4,5-T ND U mg/kg dry 1 0.00300 0.0208 EPA 8151/3550 11/09 11:35 11/11 09:51 AC a.+ 2,4,5-TP(Silvex) ND U mg/kg dry 1 0.00407 0.0208 EPA 8151/3550 11/09 11:35 11/11 09:51 AC 0 2,4-D ND U mg/kg dry 1 0.00957 0.0287 EPA 8151/3550 11/09 11:35 11/11 09:51 AC 2,4-DB ND U mg/kg dry 1 0.0135 0.0407 EPA 8151/3550 11/09 11:35 11/11 09:51 AC 3,5-Dichlorobenzoic acid ND U mg/kg dry 1 0.00384 0.0204 EPA 8151/3550 11/09 11:35 11/11 09:51 AC E tel 4-Nitrophenol- ND U mg/kg dry 1 0.0125 0.0376 EPA 8151/3550 11/09 11:35 11/11 09:51 AC U' Acifluorfen ND U mg/kg dry 1 0.00636 0.0210 EPA 8151/3550 11/09 11:35 11/11 09:51 AC Bemazon ND U mg/kg dry 1 0.00435 0.0206 EPA 8151/3550 11/09 11:35 11/11 09:51 AC Chloramben ND U mg/kg dry 1 0.00585 0.0204 EPA 8151/3550 11/09 11:35 11/11 09:51 AC 2 C5 Dalapon ND U mg/kg dry 1 0.00316 0.0199 EPA 8151/3550 11/09 11:35 11/11 09:51 AC DCPA ND U mg/kg dry 1 0.00312 0.0208 EPA 8151/3550 11/09 11:35 11/11 09:51 AC Dicamba ND U mg/kg dry 1 0.00287 0.0206 EPA 8151/3550 11/09 11:35 11/11 09:51 AC 76 Dichloroprop ND U mg/kg dry 1 0.00363 0.0206 EPA 8151/3550 11/09 11:35 11/11 09:51 AC C3) Dinoseb ND U mg/kg dry 1 0.00390 0.0208 EPA 8151/3550 11/09 11:35 11/11 09:51 AC MCPA ND U mg/kg dry 1 0.807 2.42 EPA 8151/3550 11/09 11:35 11/11 09:51 AC MCPP ND U mg/kg dry 1 0.640 2.06 EPA 8151/3550 11/09 11:35 11/11 09:51 AC Pentachlorophenol ND U mg/kg dry 1 0.00490 0.0208 EPA 8151/3550 11/09 11:35 11/11 09:51 AC Picloram ND U mg/kg dry 1 0.00438 0.0206 EPA 8151/3550 11/09 11:35 11/11 09:51 AC dW Wet Chemistry %Solids 38.0 %by Weight 1 0.100 1 0.300 SM2540G 11/10 12:26 11/10 12:26 HM Florida-Spectrum Environmental Services,Inc. 1460 W.McNab Road,Fort Lauderdale,FL 33309 Pembroke Laboratory Big Lake Laboratory Lakeland Laboratory Savannah Laboratory 528 Gooch Rd. 610 Parrot Ave.N. 111 Easton Dr. 108 Airport Park Dr. Fort Mead,FL 33841 Okeechobee,FL 34972 Lakeland,FL 33803 Garden City,GA 31408 www.tlenviro.com Packet Pg. 3291 Florida Spectrum ute0iwuucectW Seueuces, Inc e Report To: Page 2 of 5 Nicole Laing Report Printed: 11/18/2021 Jupiter Environmental Labs Work Order# 21 KO330 150 South Old Dixie Highway Project: Jupiter FL,33458 2176832 Lab ID: 21KO330-02 Collection Date: 11/04/21 14:35 Client Sample ID: 2176832002 Received Date: 11/08/21 14:58 qp Collected By: Client M Matrix: Solid Laboratory Analysis Report ca Parameter Result QC Units Dil MDL PQL Method Date Ext. Date Analy. Analyst Chlorinated Herbicides by EPA Method 8151 2,4,5-T ND U mg/kg dry 1 0.00160 0.0111 EPA 8151/3550 11/09 11:35 11/11 10:41 AC 2,4,5-TP(Silvex) ND U mg/kg dry 1 0.00217 0.0111 EPA 8151/3550 11/09 11:35 11/11 10:41 AC 0 2,4-D ND U mg/kg dry 1 0.00511 0.0153 EPA 8151/3550 11/09 11:35 11/11 10:41 AC 2,4-DB ND U mg/kg dry 1 0.00721 0.0217 EPA 8151/3550 11/09 11:35 11/11 10:41 AC ds 3,5-Dichlorobenzoic acid ND U mg/kg dry 1 0.00205 0.0109 EPA 8151/3550 11/09 11:35 11/11 10:41 AC E tel 4-Nitrophenol- ND U mg/kg dry 1 0.00670 0.0201 EPA 8151/3550 11/09 11:35 11/11 10:41 AC U' Acifluorfen ND U mg/kg dry 1 0.00340 0.0112 EPA 8151/3550 11/09 11:35 11/11 10:41 AC Bentazon ND U mg/kg dry 1 0.00232 0.0110 EPA 8151/3550 11/09 11:35 11/11 10:41 AC Chloramben ND U mg/kg dry 1 0.00312 0.0109 EPA 8151/3550 11/09 11:35 11/11 10:41 AC 2 U Dalapon ND U mg/kg dry 1 0.00169 0.0106 EPA 8151/3550 11/09 11:35 11/11 10:41 AC DCPA ND U mg/kg dry 1 0.00167 0.0111 EPA 8151/3550 11/09 11:35 11/11 10:41 AC Dicamba ND U mg/kg dry 1 0.00153 0.0110 EPA 8151/3550 11/09 11:35 11/11 10:41 AC 76 Dichloroprop ND U mg/kg dry 1 0.00194 0.0110 EPA 8151/3550 11/09 11:35 11/11 10:41 AC t,3 Dinoseb ND U mg/kg dry 1 0.00208 0.0111 EPA 8151/3550 11/09 11:35 11/11 10:41 AC MCPA ND U mg/kg dry 1 0.431 1.29 EPA 8151/3550 11/09 11:35 11/11 10:41 AC MCPP ND U mg/kg dry 1 0.342 1.10 EPA 8151/3550 11/09 11:35 11/11 10:41 AC Pentachlorophenol ND U mg/kg dry 1 0.00261 0.0111 EPA 8151/3550 11/09 11:35 11/11 10:41 AC 4, Picloram ND U mg/kg dry 1 0.00234 0.0110 EPA 8151/3550 11/09 11:35 11/11 10:41 1 AC E Wet Chemistry %Solids 71.0 %by Weight 1 0.100 0.300 SM2540G 1 11/10 12:26 1 11/10 12:26 HM Florida-Spectrum Environmental Services,Inc. 1460 W.McNab Road,Fort Lauderdale,FL 33309 Pembroke Laboratory Big Lake Laboratory Lakeland Laboratory Savannah Laboratory 528 Gooch Rd. 610 Parrot Ave.N. 111 Easton Dr. 108 Airport Park Dr. Fort Mead,FL 33841 Okeechobee,FL 34972 Lakeland,FL 33803 Garden City,GA 31408 www.tlenviro.com Packet Pg. 3292 Florida Spectrum ��i����a,�unentW eivices, Inc. e Report To: Page 3 of 5 Nicole Laing Report Printed: 11/18/2021 Jupiter Environmental Labs Work Order# 21 KO330 150 South Old Dixie Highway Project: Jupiter FL,33458 2176832 Lab ID: 21KO330-03 Collection Date: 11/04/21 14:45 Client Sample ID: 2176832003 Received Date: 11/08/21 14:58 qp Collected By: Client M Matrix: Solid Laboratory Analysis Report ca Parameter Result QC Units Dil MDL PQL Method Date Ext. Date Analy. Analyst Chlorinated Herbicides by EPA Method 8151 2,4,5-T ND U mg/kg dry 1 0.00559 0.0388 EPA 8151/3550 11/09 11:35 11/11 11:29 AC a.+ 2,4,5-TP(Silvex) ND U mg/kg dry 1 0.00759 0.0388 EPA 8151/3550 11/09 11:35 11/11 11:29 AC 0 2,4-D ND U mg/kg dry 1 0.0178 0.0534 EPA 8151/3550 11/09 11:35 11/11 11:29 AC a.+ 2,4-DB ND U mg/kg dry 1 0.0252 0.0758 EPA 8151/3550 11/09 11:35 11/11 11:29 AC ds 3,5-Dichlorobenzoic acid ND U mg/kg dry 1 0.00716 0.0380 EPA 8151/3550 11/09 11:35 11/11 11:29 AC E tel 4-Nitrophenol- ND U mg/kg dry 1 0.0234 0.0700 EPA 8151/3550 11/09 11:35 11/11 11:29 AC U' Acifluorfen ND U mg/kg dry 1 0.0119 0.0392 EPA 8151/3550 11/09 11:35 11/11 11:29 AC Bemazon ND U mg/kg dry 1 0.00811 0.0384 EPA 8151/3550 11/09 11:35 11/11 11:29 AC Chloramben ND U mg/kg dry 1 0.0109 0.0380 EPA 8151/3550 11/09 11:35 11/11 11:29 AC 2 C5 Dalapon ND U mg/kg dry 1 0.00589 0.0372 EPA 8151/3550 11/09 11:35 11/11 11:29 AC DCPA ND U mg/kg dry 1 0.00582 0.0388 EPA 8151/3550 11/09 11:35 11/11 11:29 AC Dicamba ND U mg/kg dry 1 0.00534 0.0384 EPA 8151/3550 11/09 11:35 11/11 11:29 AC Dichloroprop ND U mg/kg dry 1 0.00677 0.0384 EPA 8151/3550 11/09 11:35 11/11 11:29 AC U C3 Dinoseb ND U mg/kg dry 1 0.00726 0.0388 EPA 8151/3550 11/09 11:35 11/11 11:29 AC a.+ MCPA ND U mg/kg dry 1 1.50 4.51 EPA 8151/3550 11/09 11:35 11/11 11:29 AC MCPP ND U mg/kg dry 1 1.19 3.84 EPA 8151/3550 11/09 11:35 11/11 11:29 AC Pentachlorophenol ND U mg/kg dry 1 0.00913 0.0388 EPA 8151/3550 11/09 11:35 11/11 11:29 AC 4, Picloram ND U mg/kg dry 1 0.00816 0.0384 EPA 8151/3550 11/09 11:35 11/11 11:29 t AC E Wet Chemistry %Solids 20.3 %by Weight 1 0.100 0.300 SM2540G 1 11/10 12:26 11/10 12:26 HM Florida-Spectrum Environmental Services,Inc. 1460 W.McNab Road,Fort Lauderdale,FL 33309 Pembroke Laboratory Big Lake Laboratory Lakeland Laboratory Savannah Laboratory 528 Gooch Rd. 610 Parrot Ave.N. 111 Easton Dr. 108 Airport Park Dr. Fort Mead,FL 33841 Okeechobee,FL 34972 Lakeland,FL 33803 Garden City,GA 31408 www.tlenviro.com Packet Pg. 3293 Florida Spectrum ��i����a,�unentW eivices, Inc. e Report To: Page 4 of 5 Nicole Laing Report Printed: 11/18/2021 Jupiter Environmental Labs Work Order# 21 KO330 150 South Old Dixie Highway Project: Jupiter FL,33458 2176832 Lab ID: 21KO330-04 Collection Date: 11/04/21 14:50 Client Sample ID: 2176832004 Received Date: 11/08/21 14:58 qp Collected By: Client M Matrix: Solid Laboratory Analysis Report ca Parameter Result QC Units Dil MDL PQL Method Date Ext. Date Analy. Analyst Chlorinated Herbicides by EPA Method 8151 2,4,5-T ND U mg/kg dry 1 0.00524 0.0364 EPA 8151/3550 11/09 11:35 11/11 12:21 AC a.+ 2,4,5-TP(Silvex) ND U mg/kg dry 1 0.00712 0.0364 EPA 8151/3550 11/09 11:35 11/11 12:21 AC 0 2,4-D ND U mg/kg dry 1 0.0167 0.0501 EPA 8151/3550 11/09 11:35 11/11 12:21 AC a.+ 2,4-DB ND U mg/kg dry 1 0.0236 0.0711 EPA 8151/3550 11/09 11:35 11/11 12:21 AC ds 3,5-Dichlorobenzoic acid ND U mg/kg dry 1 0.00671 0.0356 EPA 8151/3550 11/09 11:35 11/11 12:21 AC E tel 4-Nitrophenol- ND U mg/kg dry 1 0.0219 0.0657 EPA 8151/3550 11/09 11:35 11/11 12:21 AC U' Acifluorfen ND U mg/kg dry 1 0.0111 0.0368 EPA 8151/3550 11/09 11:35 11/11 12:21 AC Bemazon ND U mg/kg dry 1 0.00761 0.0360 EPA 8151/3550 11/09 11:35 11/11 12:21 AC Chloramben ND U mg/kg dry 1 0.0102 0.0356 EPA 8151/3550 11/09 11:35 11/11 12:21 AC 2 C5 Dalapon ND U mg/kg dry 1 0.00552 0.0349 EPA 8151/3550 11/09 11:35 11/11 12:21 AC DCPA ND U mg/kg dry 1 0.00546 0.0364 EPA 8151/3550 11/09 11:35 11/11 12:21 AC Dicamba ND U mg/kg dry 1 0.00501 0.0360 EPA 8151/3550 11/09 11:35 11/11 12:21 AC 76 Dichloroprop ND U mg/kg dry 1 0.00635 0.0360 EPA 8151/3550 11/09 11:35 11/11 12:21 AC C3) Dinoseb ND U mg/kg dry 1 0.00682 0.0364 EPA 8151/3550 11/09 11:35 11/11 12:21 AC a.+ MCPA ND U mg/kg dry 1 1.41 4.23 EPA 8151/3550 11/09 11:35 11/11 12:21 AC MCPP ND U mg/kg dry 1 1.12 3.60 EPA 8151/3550 11/09 11:35 11/11 12:21 AC X LLl Pentachlorophenol ND U mg/kg dry 1 0.00856 0.0364 EPA 8151/3550 11/09 11:35 11/11 12:21 AC Picloram ND U mg/kg dry 1 0.00765 0.0360 EPA 8151/3550 11/09 11:35 11/11 12:21 AC Wet Chemistry %Solids 21.7 %by Weight 1 0.100 1 0.300 SM2540G 1 11/10 12:26 11/10 12:26 HM Florida-Spectrum Environmental Services,Inc. 1460 W.McNab Road,Fort Lauderdale,FL 33309 Pembroke Laboratory Big Lake Laboratory Lakeland Laboratory Savannah Laboratory 528 Gooch Rd. 610 Parrot Ave.N. 111 Easton Dr. 108 Airport Park Dr. Fort Mead,FL 33841 Okeechobee,FL 34972 Lakeland,FL 33803 Garden City,GA 31408 www.tlenviro.com Packet Pg. 3294 Florida Spectrum �ts0irsui maentW Seusuces,IInc. e Report To: Page 5 of 5 Nicole Laing Report Printed: 11/18/2021 Jupiter Environmental Labs Work Order# 21 KO330 150 South Old Dixie Highway Project: Jupiter FL,33458 2176832 1- Notes and Definitions a= U Indicated that the compound was analyzed for but not detected.This shall be used to indicate that the specific component was not > detected.The value associated with the qualifier shall be the laboratory method detection limit. DET Analyte DETECTED ND Analyte NOT DETECTED at or above the detection limit ; NR Not Reported <J dry Sample results reported on a dry weight basis RPD Relative Percent Difference C.Tb N.O.O. No Odor Observed U REP Field parameter measured by client V Indicated that the analyte was detected in both the sample and the associated method blank. 0 I The reported value is between the laboratory method detection limit and the laboratory practical quant tation limit. Z Too many colonies were present for accurate counting. *� SUB Work performed by outside(subcontracted)labs denoted by SUB in analyst field. E U) U) 0 U) U) 0 6 U �J 76 U QC=Qualifier Codes as defined by DEP 62-160 Suresh (Bobby)Supan -CSM *" Unless indicated,soil results are reported on actual(wet)weight basis. The Color SM2120B method is reported as(Color/pH) X Legionella analyzed under CDC acreditation program , �t. � W Dilution factors>=1000 are abreviated using k=1000 and W 1000000 Field parameters are not NELAP acredited. Results relate only to this sample. Authorized CSM Signature(954)978-6400 Florida-Spectrum Environmental Services,Inc. Certification#E86006 All NELAP certified analysis are performed in accordance with Chapter 64E-I Florida Administrative code,which has been determined to be equivalent to NELAC standards.Analysis certified by programs other than NELAP are designated with a"---". Florida-Spectrum Environmental Services,Inc. 1460 W.McNab Road,Fort Lauderdale,FL 33309 Pembroke Laboratory Big Lake Laboratory Lakeland Laboratory Savannah Laboratory 528 Gooch Rd. 610 Parrot Ave.N. I I I Easton Dr. 108 Airport Park Dr. Fort Mead,FL 33841 Okeechobee,FL 34972 Lakeland,FL 33803 Garden City,GA 31408 www.tlenviro.com Packet Pg. 3295 (es! aen e - ABIUAOn U! II! )IO 06 ) 4Aodea 4UOWSSOSSVle!601033 06#Ira - 9 4!q!4x3WOW43eW to � N M M O 171 w _ J ® U. Z O o o uJ L LL1 r H LL o� o O C� z = o n J U a z 0 w U) w cY w W � Z N z J N Y co a) W U) h W v W sapialqjaH X X X X paimbaa ;sib aseald in in in w d a�c�+ to rn rn U) m m v �I w 0� 0� W O to to O (D �- U) J T a m � 3 J Q W N N N N to pt tO O © F- Q O O O O S An a> z � M o (� D X J N U) 0 LL h W _ M 2 ui In O h ❑ w F a D! ° > U U o=o ¢ U o 14- �i 0� E Q ❑00 ❑ J 2 0 O O O CD N 0 Z M M M M m w w 00 v 2 CD N W co co co (D y Flu C O DO z a -- -- - -- rn o rn w M O Q w w F Q N N N N n n o > O O LL O z w ~ a v v ®, o LL 6 o L:' LO OD � w co z U d m m Q N (n K Q J (] J OJ N N N K W W� W Ln Q � ¢ Q a 'O Q Q Q m Q-0 0 Q J e�- w w w ti' m W >- c c c 0 Page 6of6 i ( s! a n - a lUa n U! II! 3i3 06 ) 4Aodea 4UOWSSOSSVle!601033 06#Ira - 9 4!q!4x3WOW43 M M O 70 cc J4 w r (Dcz _ U k— 0- G. n� � v x ✓� C7 b a) a J z �1 Lij \N/ P PE)JOIlY I I- M I ca oa_j W co .m LL Li J E 0- U) ��- u :3 LD 0 0 s 00 - C 00 CD Gl s�p� I J co S ' C7 CO CO r LO CDLn G a Cc LO U E- fl. 4U C :. CL N lJ.l �4Y ..ry;, I� 71 U 2 OL i v ® Q Q Y u7 I r incnrJ ] C „ o C�7� uas canc7O co < G C 5 CL Cl ®7 OL 'D CL-(D C.�. y �q ®pa, g� y� �r/5 C.'�a G7 C CL U�3 E T3 . f5S C E ui ll] R7 k.W'i 6.'J S J N MJ 0 C3 < U 0 ¢ z C.n z cn 30 st c2 z LL i ( s! a n - A IUAOA La! II! 3i3 06 ) 4Aodea 4UOWSSOSSVle!601033 06#leu - 9 4!q!4x3WOW43eW co Ci co G. LU F1 4 I ' LU co lF] . ati iu w U- 0 z IC] Cl LU LU M d w u li :a U rr PJ a) co U (� U) L) so iar[LaaH x x x x UCN o } 5 u paj!nbai s1sa;;s!g ase81d c� rrr to c lop rZ � a eu m w C7 lf) 0 0 M (1) Tp LO C) LD tt tit �1 Y z CL 4✓) CL a � ro a- H ¢ Q o 0 m m C? lLL ti Ld.l r[r� C1 Ln G Z Cl) 0 CD C El � LAJ p fit. a , U U _ ow cod C7 � oa < J a 0 10 Ca 0 CD n C? 0 U�—h eY Cj d, F- DC) 0� G❑ CC) va E ,��. ❑c 0 c -j f�❑ tom❑ c c. c w OL 'x o � } � W o tn ceW � q ' n sa �y /� LL C'9 2 d CL 1 Q L G�V L jr) EU�. '.To L) rW LU N K W�/� K < J iJ J ❑ f�✓]. .� _ VJ W) Q U) 4 < 4 ❑ .� m i n C3 u l vu 09 w a 3 ¢ate- ,,,� ti r°ia !_! =+ O �. w 0.3.d SAMPLE RECEIPT (--'J*10NFIRMATI01A SHEET Client Information SDG: 2176832 Profile: 4083 Client: TT-FWl Project: D. Frods am Level: 1 Date Rec'd: 111512021 9;30:00 AM Rec'd via: Cliert A Cooler Check #of arrived Security Tape ID Temp(C) samples on Ice Present Intact Comments Temp Gun ID 3.6 4 CJ ❑ E Temp Gun 2 Checked By: ti Sample Verification Loose Caps? No All Samples on COC accounted For? Yes U Broken Containers? No All Samples on COC? Yes 0 pH Verified? No Written on Internal COC? No CL pH Strip Lot fit Sample Vol. Suff. For Analy is? Yes Acid Preserved Samples Lot# Samples Rec'd Wfl Hold Time? Yes us Base Preserved Samples Lot# U) p Are All Samples to be Analy ed? Yes U) Samples Received From Client Correct Sample Containers. Yes Soil Origin (Domestic/Foreign Domestic COC Comments written on OC? No 2 U Site Location/Project on COC? Yes Samplers Initials on COG? Yes Client Project#on COC? Yes Sample Date/Time Indicated? Yes Project Mgr. Indicated on COC Yes TAT Requested: STD COC relinquishedfDated by Client? Yes Client Requests Verbal Results? No COC Received/Dated b JEL Yes '? Client Notified of discrepan ies? No x JEL to Conduct ALL Analyses? No Do VOC vials have headspa a or a N/A .. 4i bubble<6mm (1l4")? Number of Encores 0 Number of Lab Filtered Metz Is 0 cs SubGc ntract Analysis Parameter Via Lab Name Comments 8151 Other Spectrum Analytical, inc. Friday, November 5,2021 Page 1 of 1 Packet Pg. 3299 0.3.e STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Standard Grant Agreement This Agreement is entered into between the Parties named below,pursuant to Section 215.971,Florida Statutes: 1. Project Title(Project): Agreement Number: Monroe County Canals#28 and#90 Backfill Restoration Projects LPA0241 2. Parties State of Florida Department of Environmental Protection, 3900 Commonwealth Boulevard Tallahassee,Florida 32399-3000 (Department) Grantee Name: Monroe County Entity Type: Local Government Grantee Address: 1100 Simonton Street, Key West, FL 33040 FEID: 59-6000749 (Grantee) � 3. Agreement Begin Date: Date of Expiration: Upon Execution October 31,2023 4. Project Number: Project Locations) � Lsr/Long«caoai zs:25.1647,-sissas)&(caoai vo;zs.ozsv,-so.so7c)) qp (If different from Agreement Number) Project Description: The Grantee will rehabilitate Canals # 28 and#90. as 5. Total Amount of Funding: Funding Source? Award 4s or Line Item Appropriations: Amount per Sources : $3,412,919.00 0 State ❑Federal Keys,GAA LI 1613,FY 21-22,GR $3,412,919.00 ❑ State ❑Federal ❑ Grantee Match c� Total Amount of Funding+Grantee Match,if any: $3,412,919.00 6. Department's Grant Manager Grantee's Grant Manager Name: Sue Leitholf Name: Rhonda Haag U or successor or successor Address: Florida Dept.of Environmental Protection Address: Monroe County BOCC C14 3900 Commonwealth Blvd.,MS 3505 102050 Overseas Highway,Suite 2-2246 Tallahassee,FL 32399-3000 Key Largo,FL 33037 Phone: 850-245-2920 Phone: 305-395-9928 Email: susan.leitholf@FloridaDEP.gov Email: Haag-rhonda@monroecounty-fl.gov 7. The Parties agree to comply with the terms and conditions of the following attachments and exhibits which are hereby incorporated by reference: , V Attachment 1: Standard Terms and Conditions Applicable to All Grants Agreements U 2 Attachment 2: Special Terms and Conditions _ 9 Attachment 3: Grant Work Plan X x 0 Attachment 4:Public Records Requirements V Attachment 5: Special Audit Requirements ❑ Attachment 6:Program-Specific Requirements ❑ Attachment 7: Grant Award Terms(Federal)*Copy available at haps:'Tacts.fldfs.com,in accordance with§215.985,F.S. ❑ Attachment 8:Federal Regulations and Terms(Federal) < ❑ Additional Attachments(if necessary): 0 Exhibit A: Progress Report Form ❑ Exhibit B:Property Reporting Form Y Exhibit C:Payment Request Summary Form ❑ Exhibit D: Quality Assurance Requirements for Grants ❑ Exhibit E:Advance Payment Terms and Interest Earned Memo ❑ Additional Exhibits(if necessary): DEP Agreement No. LPA0241 Rev.6/20/18 Packet Pg. 3300 0.3.e 8. The following information applies to Federal Grants only and is identified in accordance with 2 CFR 200.331(a)(1): Federal Award Identification Numbers TF;1M . Federal Award Date to Department: Total Federal Funds Obli'ated by this Agreement: Federal Awardifi,Aggenc�: .Award R&D? - ❑Yes ❑N/A IN WITNESS WHEREOF,this Agreement shall be effective on the date indicated by the Agreement Begin Date above or the last date signed below,whichever-is later. - Monroe County GRANTEE ATTEST:KEV1N MADOK,CLERK Grantee Name '- �. ; d BY i r. `fit wr2 lf4ritho _er ,n.. in... -` = Date Signed October 20,2021 Michelle Coldiron,Mayor _. . Pamela G.Hancock,Deputy Clerk Print Name and Title of Person Si&j4k State of Florida Department of Environmental Protection DEPARTMENT By elhauer Trina Vielhauer ),Digitally 0 28 08:49:33� 4'00' Secretary or Designee Date Signed Trina Vielhauer_,Director of Water Restoration Assistance Print Name and Title of Person-Si nin - U ®Additional signatures attached on separate page. cN CL Approved as to form and content: Monroe County Attorney's Office t 9-21-2021 1w U j ri _my. CD -- Assistant County Attorney -r] C' _4 DEP Agreement No. LPA0241 Rev.6/20/18 Packet Pg. 3301 O.3.e DWRA Additional Signatures Digitally signed by Susan Susan Leitholf Leitholf Date:2021.10.28 06:24:56 -04'00' Sue Leitholf,DEP Grant Manager Digitally signed by Sandra Sandra Waters Waters Date:2021.10.28 08:1 1:47 � -04'00' Sandra Waters,DEP QC Reviewer c� U c14 CL x 4i c� Packet Pg. 3302 0.3.e STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION STANDARD TERMS AND CONDITIONS APPLICABLE TO GRANT AGREEMENTS ATTACHMENT 1 1. Entire Agreement. This Grant Agreement,including any Attachments and Exhibits referred to herein and/or attached hereto(Agreement), constitutes the entire agreement between the parties with respect to the subject matter hereof and supersedes all prior agreements, whether written or oral, with respect to such subject matter. Any terms and conditions included on _ Grantee's forms or invoices shall be null and void. a) 2. Grant Administration. a. Order of Precedence. If there are conflicting provisions among the documents that make up the Agreement,the > order of precedence for interpretation of the Agreement is as follows: i. Standard Grant Agreement ii. Attachments other than Attachment 1,in numerical order as designated in the Standard Grant Agreement as iii. Attachment 1, Standard Terms and Conditions iv. The Exhibits in the order designated in the Standard Grant Agreement > b. All approvals,written or verbal, and other written communication among the parties,including all notices,shall be obtained by or sent to the parties' Grant Managers. All written communication shall be by electronic mail, U.S.Mail,a courier delivery service,or delivered in person. Notices shall be considered delivered when reflected by an electronic mail read receipt,a courier service delivery receipt,other mail service delivery receipt,or when receipt is acknowledged by recipient. If the notice is delivered in multiple ways, the notice will be considered delivered at the earliest delivery time. c. If a different Grant Manager is designated by either party after execution of this Agreement,notice of the name and contact information of the new Grant Manager will be submitted in writing to the other party and maintained T- in the respective parties' records. A change of Grant Manager does not require a formal amendment or change order to the Agreement. d. This Agreement may be amended,through a formal amendment or a change order,only by a written agreement between both parties. A formal amendment to this Agreement is required for changes which cause any of the following: (1)an increase or decrease in the Agreement funding amount; (2)a change in Grantee's match requirements; (3)a change in the expiration date of the Agreement; and/or (4) changes to the cumulative amount of funding transfers between approved budget categories, as defined in Attachment 3, Grant Work Plan,that exceeds or is expected to exceed twenty percent(20%)of the total budget U as last approved by Department. A change order to this Agreement may be used when: (1)task timelines within the current authorized Agreement period change; x (2)the cumulative transfer of funds between approved budget categories,as defined in Attachment 3,Grant Work 4, Plan,are less than twenty percent(20%)of the total budget as last approved by Department; (3)changing the current funding source as stated in the Standard Grant Agreement; and/or (4)fund transfers between budget categories for the purposes of meeting match requirements. This Agreement may be amended to provide for additional services if additional funding is made available by the Legislature. e. All days in this Agreement are calendar days unless otherwise specified. 3. Agreement Duration. The term of the Agreement shall begin and end on the dates indicated in the Standard Grant Agreement, unless extended or terminated earlier in accordance with the applicable terms and conditions. The Grantee shall be eligible for reimbursement for work performed on or after the date of execution through the expiration date of this Agreement, unless otherwise specified in Attachment 2, Special Terms and Conditions. However, work performed prior to the execution of this Agreement may be reimbursable or used for match purposes if permitted by the Special Terms and Conditions. 4. Deliverables. Attachment 1 1of12 Rev. 6/4/2021 Packet Pg. 3303 O.3.e The Grantee agrees to render the services or other units of deliverables as set forth in Attachment 3,Grant Work Plan. The services or other units of deliverables shall be delivered in accordance with the schedule and at the pricing outlined in the Grant Work Plan. Deliverables may be comprised of activities that must be completed prior to Department making payment on that deliverable. The Grantee agrees to perform in accordance with the terms and conditions set forth in this Agreement and all attachments and exhibits incorporated by the Standard Grant Agreement. 5. Performance Measures. The Grantee warrants that: (1)the services will be performed by qualified personnel; (2)the services will be of the kind and quality described in the Grant Work Plan; (3) the services will be performed in a professional and workmanlike manner in accordance with industry standards and practices; (4) the services shall not and do not knowingly infringe upon the intellectual property rights,or any other proprietary rights,of any third party; and(5)its employees,subcontractors,and/or subgrantees shall comply with any security and safety requirements and processes, if provided by Department,for work done at the Project Location(s).The Department reserves the right to investigate 0 or inspect at any time to determine whether the services or qualifications offered by Grantee meet the Agreement requirements. Notwithstanding any provisions herein to the contrary, written acceptance of a particular deliverable > does not foreclose Department's remedies in the event deficiencies in the deliverable cannot be readily measured at the time of delivery. 6. Acceptance of Deliverables. a. Acceptance Process. All deliverables must be received and accepted in writing by Department's Grant Manager a� before payment.The Grantee shall work diligently to correct all deficiencies in the deliverable that remain outstanding,within a reasonable time at Grantee's expense. If Department's Grant Manager does not accept the > deliverables within 30 days of receipt,they will be deemed rejected. b. Rejection of Deliverables. The Department reserves the right to reject deliverables,as outlined in the Grant Work Plan,as incomplete,inadequate,or unacceptable due,in whole or in part,to Grantee's lack of satisfactory performance under the terms of this Agreement.The Grantee's efforts to correct the rejected deliverables will c� be at Grantee's sole expense.Failure to fulfill the applicable technical requirements or complete all tasks or activities in accordance with the Grant Work Plan will result in rejection of the deliverable and the associated invoice. Payment for the rejected deliverable will not be issued unless the rejected deliverable is made acceptable to Department in accordance with the Agreement requirements. The Department,at its option,may allow additional time within which Grantee may remedy the objections noted by Department. The Grantee's failure to make adequate or acceptable deliverables after a reasonable opportunity to do so shall constitute an event of default. 7. Financial Consequences for Nonperformance. a. Withholding Pam In addition to the specific consequences explained in the Grant Work Plan and/or Special Terms and Conditions,the State of Florida(State)reserves the right to withhold payment when the Grantee has failed to perform/comply with provisions of this Agreement.None of the financial consequences for nonperformance in this Agreement as more fully described in the Grant Work Plan shall be considered penalties. b. Corrective Action Plan. If Grantee fails to correct all the deficiencies in a rejected deliverable within the specified U timeframe, Department may, in its sole discretion, request that a proposed Corrective Action Plan (CAP) be submitted by Grantee to Department. The Department requests that Grantee specify the outstanding deficiencies in the CAP. All CAPS must be able to be implemented and performed in no more than sixty(60)calendar days. x i. The Grantee shall submit a CAP within ten (10) days of the date of the written request from 4, Department. The CAP shall be sent to the Department's Grant Manager for review and approval. Within ten(10)days of receipt of a CAP, Department shall notify Grantee in writing whether the CAP proposed has been accepted. If the CAP is not accepted,Grantee shall have ten(10)days from receipt of Department letter rejecting the proposal to submit a revised proposed CAP. Failure to obtain Department approval of a CAP as specified above may result in Department's termination of this Agreement for cause as authorized in this Agreement. ii. Upon Department's notice of acceptance of a proposed CAP, Grantee shall have ten(10) days to commence implementation of the accepted plan. Acceptance of the proposed CAP by Department does not relieve Grantee of any of its obligations under the Agreement. In the event the CAP fails to correct or eliminate performance deficiencies by Grantee, Department shall retain the right to require additional or further remedial steps, or to terminate this Agreement for failure to perform. No actions approved by Department or steps taken by Grantee shall preclude Department from subsequently asserting any deficiencies in performance. The Grantee shall continue to implement Attachment 1 2 of 12 Rev. 6/4/2021 Packet Pg. 3304 O.3.e the CAP until all deficiencies are corrected. Reports on the progress of the CAP will be made to Department as requested by Department's Grant Manager. iii. Failure to respond to a Department request for a CAP or failure to correct a deficiency in the performance of the Agreement as specified by Department may result in termination of the Agreement. 8. Payment. a. Payment Process. Subject to the terms and conditions established by the Agreement,the pricing per deliverable established by the Grant Work Plan,and the billing procedures established by Department,Department agrees to pay Grantee for services rendered in accordance with Section 215.422,Florida Statutes(F.S.). b. Taxes.The Department is exempted from payment of State sales,use taxes and Federal excise taxes.The Grantee, however,shall not be exempted from paying any taxes that it is subject to,including State sales and use taxes,or for payment by Grantee to suppliers for taxes on materials used to fulfill its contractual obligations with Department. The Grantee shall not use Department's exemption number in securing such materials.The Grantee shall be responsible and liable for the payment of all its FICA/Social Security and other taxes resulting from this > Agreement. c. Maximum Amount of Agreement The maximum amount of compensation under this Agreement, without an amendment,is described in the Standard Grant Agreement.Any additional funds necessary for the completion of this Project are the responsibility of Grantee. d. Reimbursement for Costs. The Grantee shall be paid on a cost reimbursement basis for all eligible Project costs upon the completion, submittal, and approval of each deliverable identified in the Grant Work Plan. > Reimbursement shall be requested on Exhibit C, Payment Request Summary Form. To be eligible for reimbursement,costs must be in compliance with laws,rules,and regulations applicable to expenditures of State funds, including, but not limited to, the Reference Guide for State Expenditures, which can be accessed at the following web address: c https://www.my floridaefo.com/Division/AA/Manuals/documents/ReferenceGuideforStateEx]2enditures.r�df. e. Invoice Detail. All charges for services rendered or for reimbursement of expenses authorized by Department pursuant to the Grant Work Plan shall be submitted to Department in sufficient detail for a proper pre-audit and U post-audit to be performed. The Grantee shall only invoice Department for deliverables that are completed in accordance with the Grant Work Plan. f. Interim Payments. Interim payments may be made by Department, at its discretion, if the completion of Q deliverables to date have first been accepted in writing by Department's Grant Manager. CL g. Final Payment Request.A final payment request should be submitted to Department no later than sixty(60)days following the expiration date of the Agreement to ensure the availability of funds for payment. However, all work performed pursuant to the Grant Work Plan must be performed on or before the expiration date of the Agreement. h. Annual Appropriation Contingency. The State's performance and obligation to pay under this Agreement is contingent upon an annual appropriation by the Legislature. This Agreement is not a commitment of future appropriations. Authorization for continuation and completion of work and any associated payments may be U rescinded, with proper notice, at the discretion of Department if the Legislature reduces or eliminates appropriations. i. Interest Rates. All interest rates charged under the Agreement shall be calculated on the prevailing rate used by `j the State Board of Administration. To obtain the applicable interest rate, please refer to: www.iilvfloridaefo.com/Divisioii/AANendors/defli-ilt.litm. �s j. Refund of Payments to the Department.Any balance of unobligated funds that have been advanced or paid must be refunded to Department. Any funds paid in excess of the amount to which Grantee or subgrantee is entitled under the terms of the Agreement must be refunded to Department.If this Agreement is funded with federal funds and the Department is required to refund the federal government, the Grantee shall refund the Department its share of those funds. 9. Documentation Required for Cost Reimbursement Grant Agreements and Match. If Cost Reimbursement or Match is authorized in Attachment 2, Special Terms and Conditions,the following conditions apply. Supporting documentation must be provided to substantiate cost reimbursement or match requirements for the following budget categories: a. Salary/Wages. Grantee shall list personnel involved,position classification, direct salary rates, and hours spent on the Project in accordance with Attachment 3, Grant Work Plan in their documentation for reimbursement or match requirements. Attachment 1 3of12 Rev. 6/4/2021 Packet Pg. 3305 0.3.e b. Overhead/Indirect/General and Administrative Costs. If Grantee is being reimbursed for or claiming match for multipliers, all multipliers used(i.e.,fringe benefits,overhead,indirect,and/or general and administrative rates) shall be supported by audit. If Department determines that multipliers charged by Grantee exceeded the rates supported by audit, Grantee shall be required to reimburse such funds to Department within thirty (30)days of written notification.Interest shall be charged on the excessive rate. c. Contractual Costs (Subcontractors). Match or reimbursement requests for payments to subcontractors must be substantiated by copies of invoices with backup documentation identical to that required from Grantee. Subcontracts which involve payments for direct salaries shall clearly identify the personnel involved,salary rate per hour, and hours spent on the Project. All eligible multipliers used (i.e., fringe benefits, overhead, indirect, and/or general and administrative rates) shall be supported by audit. If Department determines that multipliers charged by any subcontractor exceeded the rates supported by audit,Grantee shall be required to reimburse such funds to Department within thirty (30) days of written notification. Interest shall be charged on the excessive U) rate. Nonconsumable and/or nonexpendable personal property or equipment costing $5,000 or more purchased for the Project under a subcontract is subject to the requirements set forth in Chapters 273 and/or 274,F.S., and > Chapter 691-72,Florida Administrative Code(F.A.C.)and/or Chapter 691-73,F.A.C.,as applicable.The Grantee shall be responsible for maintaining appropriate property records for any subcontracts that include the purchase of equipment as part of the delivery of services. The Grantee shall comply with this requirement and ensure its subcontracts issued under this Agreement,if any,impose this requirement,in writing,on its subcontractors. i. For fixed-price (vendor) subcontracts, the following provisions shall apply: The Grantee may award,on a competitive basis,fixed-price subcontracts to consultants/contractors in performing the > work described in Attachment 3, Grant Work Plan. Invoices submitted to Department for fixed- price subcontracted activities shall be supported with a copy of the subcontractor's invoice and a copy of the tabulation form for the competitive procurement process(e.g.,Invitation to Bid,Request for Proposals, or other similar competitive procurement document) resulting in the fixed-price c subcontract.The Grantee may request approval from Department to award a fixed-price subcontract resulting from procurement methods other than those identified above.In this instance,Grantee shall request the advance written approval from Department's Grant Manager of the fixed price U negotiated by Grantee. The letter of request shall be supported by a detailed budget and Scope of Services to be performed by the subcontractor. Upon receipt of Department Grant Manager's approval of the fixed-price amount,Grantee may proceed in finalizing the fixed-price subcontract. Q ii. If the procurement is subject to the Consultant's Competitive Negotiation Act under section CL 287.055, F.S. or the Brooks Act, Grantee must provide documentation clearly evidencing it has complied with the statutory or federal requirements. d. Travel. All requests for match or reimbursement of travel expenses shall be in accordance with Section 112.061, F.S. a� e. Direct Purchase Equipment. For the purposes of this Agreement,Equipment is defined as capital outlay costing $5,000 or more. Match or reimbursement for Grantee's direct purchase of equipment is subject to specific approval of Department, and does not include any equipment purchased under the delivery of services to be U completed by a subcontractor. Include copies of invoices or receipts to document purchases, and a properly completed Exhibit B,Property Reporting Form. f. Rental/Lease of Equipment.Match or reimbursement requests for rental/lease of equipment must include copies X of invoices or receipts to document charges. g. Miscellaneous/Other Expenses. If miscellaneous or other expenses, such as materials, supplies, non-excluded phone expenses, reproduction, or mailing, are reimbursable or available for match or reimbursement under the terms of this Agreement,the documentation supporting these expenses must be itemized and include copies of receipts or invoices.Additionally,independent of Grantee's contract obligations to its subcontractor,Department shall not reimburse any of the following types of charges: cell phone usage; attorney's fees or court costs; civil or administrative penalties; or handling fees,such as set percent overages associated with purchasing supplies or equipment. h. Land Acquisition. Reimbursement for the costs associated with acquiring interest and/or rights to real property (including access rights through ingress/egress easements, leases, license agreements, or other site access agreements; and/or obtaining record title ownership of real property through purchase)must be supported by the following, as applicable: Copies of Property Appraisals, Environmental Site Assessments, Surveys and Legal Descriptions, Boundary Maps, Acreage Certification, Title Search Reports, Title Insurance, Closing Statements/Documents,Deeds,Leases,Easements,License Agreements,or other legal instrument documenting Attachment 1 4 of 12 Rev. 6/4/2021 Packet Pg. 3306 O.3.e acquired property interest and/or rights. If land acquisition costs are used to meet match requirements, Grantee agrees that those funds shall not be used as match for any other Agreement supported by State or Federal funds. 10. Status Reports. The Grantee shall submit status reports quarterly,unless otherwise specified in the Attachments,on Exhibit A, Progress Report Form, to Department's Grant Manager describing the work performed during the reporting period,problems encountered,problem resolutions,scheduled updates,and proposed work for the next reporting period. Quarterly status reports are due no later than twenty(20)days following the completion of the quarterly reporting period. For the purposes of this reporting requirement,the quarterly reporting periods end on March 31, June 30, September 30 and December 31. The Department will review the required reports submitted by Grantee within thirty(30)days. 11. Retainage. The following provisions apply if Department withholds retainage under this Agreement: U) a. The Department reserves the right to establish the amount and application of retainage on the work performed under this Agreement up to the maximum percentage described in Attachment 2, Special Terms and Conditions. > Retainage may be withheld from each payment to Grantee pending satisfactory completion of work and approval of all deliverables. b. If Grantee fails to perform the requested work,or fails to perform the work in a satisfactory manner,Grantee shall forfeit its right to payment of the retainage associated with the work. Failure to perform includes, but is not as limited to,failure to submit the required deliverables or failure to provide adequate documentation that the work was actually performed. The Department shall provide written notification to Grantee of the failure to perform > that shall result in retainage forfeiture.If the Grantee does not correct the failure to perform within the timeframe stated in Department's notice,the retainage will be forfeited to Department. c. No retainage shall be released or paid for incomplete work while this Agreement is suspended. d. Except as otherwise provided above, Grantee shall be paid the retainage associated with the work, provided c� Grantee has completed the work and submits an invoice for retainage held in accordance with the invoicing ao procedures under this Agreement. 12. Insurance. a. Insurance Requirements for Sub-Grantees and/or Subcontractors. The Grantee shall require its sub-grantees and/or subcontractors,if any,to maintain insurance coverage of such types and with such terms and limits as described in this Agreement. The Grantee shall require all its sub-grantees and/or subcontractors,if any,to make compliance with the insurance requirements of this Agreement a condition of all contracts that are related CL to this Agreement. Sub-grantees and/or subcontractors must provide proof of insurance upon request. b. Deductibles. The Department shall be exempt from,and in no way liable for,any sums of money representing a deductible in any insurance policy. The payment of such deductible shall be the sole responsibility of the Grantee providing such insurance. c. Proof of Insurance. Upon execution of this Agreement,Grantee shall provide Department documentation demonstrating the existence and amount for each type of applicable insurance coverage prior to performance of , any work under this Agreement. Upon receipt of written request from Department,Grantee shall furnish L) Department with proof of applicable insurance coverage by standard form certificates of insurance, a self- insured authorization,or other certification of self-insurance. d. Duty to Maintain Coverage. In the event that any applicable coverage is cancelled by the insurer for any `j reason,or if Grantee cannot get adequate coverage,Grantee shall immediately notify Department of such 4, cancellation and shall obtain adequate replacement coverage conforming to the requirements herein and provide proof of such replacement coverage within ten(10)days after the cancellation of coverage. e. Insurance Trust. If the Grantee's insurance is provided through an insurance trust,the Grantee shall instead add the Department of Environmental Protection,its employees,and officers as an additional covered party everywhere the Agreement requires them to be added as an additional insured. 13. Termination. a. Termination for Convenience. When it is in the State's best interest,Department may,at its sole discretion, terminate the Agreement in whole or in part by giving 30 days'written notice to Grantee. The Department shall notify Grantee of the termination for convenience with instructions as to the effective date of termination or the specific stage of work at which the Agreement is to be terminated.The Grantee must submit all invoices for work to be paid under this Agreement within thirty (30)days of the effective date of termination. The Department shall not pay any invoices received after thirty(30)days of the effective date of termination. b. Termination for Cause.The Department may terminate this Agreement if any of the events of default described in the Events of Default provisions below occur or in the event that Grantee fails to fulfill any of its other Attachment 1 5 of 12 Rev. 6/4/2021 Packet Pg. 3307 0.3.e obligations under this Agreement.If,after termination,it is determined that Grantee was not in default,or that the default was excusable,the rights and obligations of the parties shall be the same as if the termination had been issued for the convenience of Department.The rights and remedies of Department in this clause are in addition to any other rights and remedies provided by law or under this Agreement. c. Grantee Obligations upon Notice of Termination.After receipt of a notice of termination or partial termination unless as otherwise directed by Department,Grantee shall not furnish any service or deliverable on the date,and to the extent specified,in the notice. However,Grantee shall continue work on any portion of the Agreement not terminated. If the Agreement is terminated before performance is completed,Grantee shall be paid only for that work satisfactorily performed for which costs can be substantiated. The Grantee shall not be entitled to recover any cancellation charges or lost profits. d. Continuation of Prepaid Services.If Department has paid for any services prior to the expiration,cancellation, or termination of the Agreement,Grantee shall continue to provide Department with those services for which it 0 has already been paid or,at Department's discretion, Grantee shall provide a refund for services that have been paid for but not rendered. > e. Transition of Services Upon Termination.Expiration,or Cancellation of the Agreement.If services provided under the Agreement are being transitioned to another provider(s),Grantee shall assist in the smooth transition of Agreement services to the subsequent provider(s). This requirement is at a minimum an affirmative obligation to cooperate with the new provider(s),however additional requirements may be outlined in the Grant as Work Plan. The Grantee shall not perform any services after Agreement expiration or termination,except as necessary to complete the transition or continued portion of the Agreement,if any. y 14. Notice of Default. If Grantee defaults in the performance of any covenant or obligation contained in the Agreement, including, any of the events of default,Department shall provide notice to Grantee and an opportunity to cure that is reasonable under the circumstances.This notice shall state the nature of the failure to perform and provide a time certain for correcting the failure.The notice will also provide that,should the Grantee fail to perform within the time provided,Grantee will be found in default, and Department may terminate the Agreement effective as of the date of receipt of the default notice. 15. Events of Default. Provided such failure is not the fault of Department or outside the reasonable control of Grantee,the following non- exclusive list of events,acts,or omissions,shall constitute events of default: a. The commitment of any material breach of this Agreement by Grantee, including failure to timely deliver a CL material deliverable,failure to perform the minimal level of services required for a deliverable,discontinuance of the performance of the work, failure to resume work that has been discontinued within a reasonable time after notice to do so,or abandonment of the Agreement; b. The commitment of any material misrepresentation or omission in any materials,or discovery by the Department of such,made by the Grantee in this Agreement or in its application for funding; c. Failure to submit any of the reports required by this Agreement or having submitted any report with incorrect, incomplete,or insufficient information; t3 d. Failure to honor any term of the Agreement; e. Failure to abide by any statutory,regulatory, or licensing requirement, including an entry of an order revoking the certificate of authority granted to the Grantee by a state or other licensing authority; `j f. Failure to pay any and all entities, individuals, and furnishing labor or materials, or failure to make payment to 4, any other entities as required by this Agreement; g. Employment of an unauthorized alien in the performance of the work, in violation of Section 274 (A) of the Immigration and Nationality Act; h. Failure to maintain the insurance required by this Agreement; i. One or more of the following circumstances, uncorrected for more than thirty (30) days unless, within the specified 30-day period,Grantee(including its receiver or trustee in bankruptcy)provides to Department adequate assurances,reasonably acceptable to Department,of its continuing ability and willingness to fulfill its obligations under the Agreement: i. Entry of an order for relief under Title i i of the United States Code; ii. The making by Grantee of a general assignment for the benefit of creditors; iii. The appointment of a general receiver or trustee in bankruptcy of Grantee's business or property; and/or iv. An action by Grantee under any state insolvency or similar law for the purpose of its bankruptcy, reorganization,or liquidation. Attachment 1 6 of 12 Rev. 6/4/2021 Packet Pg. 3308 O.3.e 16. Suspension of Work. The Department may,in its sole discretion,suspend any or all activities under the Agreement,at any time,when it is in the best interest of the State to do so.The Department shall provide Grantee written notice outlining the particulars of suspension. Examples of reasons for suspension include,but are not limited to,budgetary constraints,declaration of emergency,or other such circumstances. After receiving a suspension notice,Grantee shall comply with the notice. Within 90 days,or any longer period agreed to by the parties,Department shall either: (1)issue a notice authorizing resumption of work, at which time activity shall resume; or (2) terminate the Agreement. If the Agreement is terminated after 30 days of suspension,the notice of suspension shall be deemed to satisfy the thirty(30)days'notice required for a notice of termination for convenience. Suspension of work shall not entitle Grantee to any additional compensation. 17. Force Majeure. The Grantee shall not be responsible for delay resulting from its failure to perform if neither the fault nor the negligence U) of Grantee or its employees or agents contributed to the delay and the delay is due directly to acts of God,wars,acts of public enemies, strikes, fires, floods, or other similar cause wholly beyond Grantee's control, or for any of the > foregoing that affect subcontractors or suppliers if no alternate source of supply is available to Grantee. In case of any delay Grantee believes is excusable, Grantee shall notify Department in writing of the delay or potential delay and describe the cause of the delay either(1)within ten days after the cause that creates or will create the delay first arose, if Grantee could reasonably foresee that a delay could occur as a result; or (2) if delay is not reasonably a� foreseeable, within five days after the date Grantee first had reason to believe that a delay could result. THE FOREGOING SHALL CONSTITUTE THE GRANTEE'S SOLE REMEDY OR EXCUSE WITH RESPECT > TO DELAY. Providing notice in strict accordance with this paragraph is a condition precedent to such remedy. No claim for damages,other than for an extension of time,shall be asserted against Department.The Grantee shall not be entitled to an increase in the Agreement price or payment of any kind from Department for direct, indirect, consequential, impact or other costs, expenses or damages, including but not limited to costs of acceleration or inefficiency, arising because of delay, disruption, interference, or hindrance from any cause whatsoever. If performance is suspended or delayed,in whole or in part,due to any of the causes described in this paragraph, after the causes have ceased to exist Grantee shall perform at no increased cost,unless Department determines,in its sole discretion,that the delay will significantly impair the value of the Agreement to Department,in which case Department may:(1)accept allocated performance or deliveries from Grantee,provided that Grantee grants preferential treatment to Department with respect to products subjected to allocation; (2) contract with other sources (without recourse to Q and by Grantee for the related costs and expenses)to replace all or part of the products or services that are the subject of the delay,which purchases may be deducted from the Agreement quantity;or(3)terminate Agreement in whole or in part. � 18. Indemnification. a. The Grantee shall be fully liable for the actions of its agents, employees, partners, or subcontractors and shall fully indemnify, defend, and hold harmless Department and its officers, agents, and employees, from suits, actions,damages,and costs of every name and description arising from or relating to: i. personal injury and damage to real or personal tangible property alleged to be caused in whole or in U part by Grantee,its agents,employees,partners,or subcontractors;provided,however,that Grantee shall not indemnify for that portion of any loss or damages proximately caused by the negligent act or omission of Department; `j ii. the Grantee's breach of this Agreement or the negligent acts or omissions of Grantee. 4, b. The Grantee's obligations under the preceding paragraph with respect to any legal action are contingent upon Department giving Grantee:(1)written notice of any action or threatened action; (2)the opportunity to take over E and settle or defend any such action at Grantee's sole expense; and (3) assistance in defending the action at Grantee's sole expense. The Grantee shall not be liable for any cost, expense, or compromise incurred or made by Department in any legal action without Grantee's prior written consent, which shall not be unreasonably withheld. c. Notwithstanding sections a. and b. above, the following is the sole indemnification provision that applies to Grantees that are governmental entities: Each party hereto agrees that it shall be solely responsible for the negligent or wrongful acts of its employees and agents. However, nothing contained herein shall constitute a waiver by either party of its sovereign immunity or the provisions of Section 768.28,F.S.Further,nothing herein shall be construed as consent by a state agency or subdivision of the State to be sued by third parties in any matter arising out of any contract or this Agreement. d. No provision in this Agreement shall require Department to hold harmless or indemnify Grantee,insure or assume liability for Grantee's negligence, waive Department's sovereign immunity under the laws of Florida, or Attachment 1 7 of 12 Rev. 6/4/2021 Packet Pg. 3309 0.3.e otherwise impose liability on Department for which it would not otherwise be responsible. Any provision, implication or suggestion to the contrary is null and void. 19. Limitation of Liability. The Department's liability for any claim arising from this Agreement is limited to compensatory damages in an amount no greater than the sum of the unpaid balance of compensation due for goods or services rendered pursuant to and in compliance with the terms of the Agreement. Such liability is further limited to a cap of$100,000. 20. Remedies. Nothing in this Agreement shall be construed to make Grantee liable for force majeure events. Nothing in this Agreement, including financial consequences for nonperformance, shall limit Department's right to pursue its remedies for other types of damages under the Agreement, at law or in equity. The Department may, in addition to other remedies available to it, at law or in equity and upon notice to Grantee,retain such monies from amounts due Grantee as may be necessary to satisfy any claim for damages,penalties,costs and the like asserted by or against it. U) 21. Waiver. The delay or failure by Department to exercise or enforce any of its rights under this Agreement shall not constitute > or be deemed a waiver of Department's right thereafter to enforce those rights,nor shall any single or partial exercise of any such right preclude any other or further exercise thereof or the exercise of any other right. 22. Statutory Notices Relating to Unauthorized Employment and Subcontracts. a. The Department shall consider the employment by any Grantee of unauthorized aliens a violation of Section 2 274A(e) of the Immigration and Nationality Act. If Grantee/subcontractor knowingly employs unauthorized aliens,such violation shall be cause for unilateral cancellation of this Agreement.The Grantee shall be responsible > for including this provision in all subcontracts with private organizations issued as a result of this Agreement. b. Pursuant to Sections 287.133,287.134,and 287.137 F.S.,the following restrictions apply to persons placed on the convicted vendor list,discriminatory vendor list,or the antitrust violator vendor list: i. Public Entity Crime. A person or affiliate who has been placed on the convicted vendor list c following a conviction for a public entity crime may not submit a bid,proposal,or reply on a contract to provide an goods or services to a public entity; may not submit a bid,proposal, or reply on a P any P y y P P Py � contract with a public entity for the construction or repair of a public building or public work;may not submit bids,proposals,or replies on leases of real property to apublic entity;may not be awarded T- or perform work as a Grantee,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,F.S., for CATEGORY TWO for a period of 36 months following the date of being placed on the convicted vendor list. ii. Discriminatory Vendors. An entity or affiliate who has been placed on the discriminatory vendor list may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work;may not submit bids,proposals,or replies on leases of real property to a 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 U business with any public entity. ° iii. Antitrust Violator Vendors. A person or an affiliate who has been placed on the antitrust violator vendor list following a conviction or being held civilly liable for an antitrust violation may not `j submit a bid,proposal,or reply on any contract to provide any good or services to a public entity; 4, may not submit a bid,proposal,or reply on any contract with a public entity for the construction or repair of a public building or public work;may not submit a bid,proposal,or reply on leases of real property to a public entity; may not be awarded or perform work as a Grantee, supplier, subcontractor,or consultant under a contract with a public entity;and may not transact new business with a public entity. iv. Notification. The Grantee shall notify Department if it or any of its suppliers, subcontractors, or consultants have been placed on the convicted vendor list,the discriminatory vendor list,or antitrust violator vendor list during the life of the Agreement. The Florida Department of Management Services is responsible for maintaining the discriminatory vendor list and the antitrust violator vendor list and posts the list on its website. Questions regarding the discriminatory vendor list or antitrust violator vendor list may be directed to the Florida Department of Management Services, Office of Supplier Diversity,at(850)487-0915. 23. Compliance with Federal,State and Local Laws. Attachment 1 8 of 12 Rev. 6/4/2021 Packet Pg. 3310 O.3.e a. The Grantee and all its agents shall comply with all federal,state and local regulations,including,but not limited to, nondiscrimination, wages, social security, workers' compensation, licenses, and registration requirements. The Grantee shall include this provision in all subcontracts issued as a result of this Agreement. b. No person, on the grounds of race, creed, color, religion, national origin, age, gender, or disability, shall be excluded from participation in;be denied the proceeds or benefits of,or be otherwise subjected to discrimination in performance of this Agreement. c. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. d. Any dispute concerning performance of the Agreement shall be processed as described herein. Jurisdiction for any damages arising under the terms of the Agreement will be in the courts of the State,and venue will be in the Second Judicial Circuit, in and for Leon County. Except as otherwise provided by law,the parties agree to be responsible for their own attorney fees incurred in connection with disputes arising under the terms of this Agreement. U) 24. Scrutinized Companies. a. Grantee certifies that it is not on the Scrutinized Companies that Boycott Israel List or engaged in a boycott of > Israel. Pursuant to Section 287.135,F.S.,the Department may immediately terminate this Agreement at its sole option if the Grantee is found to have submitted a false certification;or if the Grantee is placed on the Scrutinized Companies that Boycott Israel List or is engaged in the boycott of Israel during the term of the Agreement. b. If this Agreement is for more than one million dollars,the Grantee certifies that it is also not on the Scrutinized Companies with Activities in Sudan, Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or engaged with business operations in Cuba or Syria as identified in Section 287.135, F.S. Pursuant to > Section 287.135,F.S.,the Department may immediately terminate this Agreement at its sole option if the Grantee is found to have submitted a false certification; or if the Grantee is placed on the Scrutinized Companies with Activities in Sudan List,or Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or engaged with business operations in Cuba or Syria during the term of the Agreement. c c. As provided in Subsection 287135(8),F.S.,if federal law ceases to authorize these contracting prohibitions then they shall become inoperative. 25. Lobbying and Integrity. U The Grantee agrees that no funds received by it under this Agreement will be expended for the purpose of lobbying the Legislature or a State agency pursuant to Section 216.347,F.S.,except that pursuant to the requirements of Section 287.058(6),F.S.,during the term of any executed agreement between Grantee and the State, Grantee may lobby the executive or legislative branch concerning the scope of services,performance,term,or compensation regarding that agreement.The Grantee shall comply with Sections 11.062 and 216.347,F.S. 26. Record Keeping. The Grantee shall maintain books,records and documents directly pertinent to performance under this Agreement in accordance with United States generally accepted accounting principles(US GAAP)consistently applied. The Department,the State,or their authorized representatives shall have access to such records for audit purposes during the term of this Agreement and for five(5)years following the completion date or termination of the Agreement. In the event that any work is subcontracted,Grantee shall similarly require each subcontractor to maintain and allow U access to such records for audit purposes. Upon request of Department's Inspector General,or other authorized State official,Grantee shall provide any type of information the Inspector General deems relevant to Grantee's integrity or responsibility. Such information may include,but shall not be limited to, Grantee's business or financial `j records,documents,or files of any type or form that refer to or relate to Agreement.The Grantee shall retain such 4, records for the longer of: (1)three years after the expiration of the Agreement;or(2)the period required by the General Records Schedules maintained by the Florida Department of State(available at: htto://dos.mvflorida.com/librarv-archives/records-manaaement/a_eneral-records-schedules. � 27. Audits. a. Inspector General. The Grantee understands its duty,pursuant to Section 20.055(5),F.S.,to cooperate with the inspector general in any investigation, audit, inspection,review, or hearing. The Grantee will comply with this duty and ensure that its sub-grantees and/or subcontractors issued under this Agreement, if any, impose this requirement,in writing,on its sub-grantees and/or subcontractors,respectively. b. Physical Access and Inspection. Department personnel shall be given access to and may observe and inspect work being performed under this Agreement,with reasonable notice and during normal business hours,including by any of the following methods: i. Grantee shall provide access to any location or facility on which Grantee is performing work, or storing or staging equipment,materials or documents; Attachment 1 9 of 12 Rev. 6/4/2021 Packet Pg. 3311 0.3.e ii. Grantee shall permit inspection of any facility, equipment, practices, or operations required in performance of any work pursuant to this Agreement; and, iii. Grantee shall allow and facilitate sampling and monitoring of any substances, soils, materials or parameters at any location reasonable or necessary to assure compliance with any work or legal requirements pursuant to this Agreement. c. Special Audit Requirements. The Grantee shall comply with the applicable provisions contained in Attachment 5, Special Audit Requirements. Each amendment that authorizes a funding increase or decrease shall include an updated copy of Exhibit 1,to Attachment 5. If Department fails to provide an updated copy of Exhibit i to include in each amendment that authorizes a funding increase or decrease, Grantee shall request one from the Department's Grants Manager. The Grantee shall consider the type of financial assistance (federal and/or state) identified in Attachment 5,Exhibit 1 and determine whether the terms of Federal and/or Florida Single Audit Act Requirements may further apply to lower tier transactions that may be a result of this Agreement. For federal U) financial assistance,Grantee shall utilize the guidance provided under 2 CFR §200.330 for determining whether the relationship represents that of a subrecipient or vendor.For State financial assistance,Grantee shall utilize the > form entitled "Checklist for Nonstate Organizations Recipient/Subrecipient vs Vendor Determination" (form number DFS-A2-NS) that can be found under the "Links/Forms" section appearing at the following website: https:A\apes.fldfs.con1\fsaa. d. Proof of Transactions. In addition to documentation provided to support cost reimbursement as described herein, a� Department may periodically request additional proof of a transaction to evaluate the appropriateness of costs to the Agreement pursuant to State guidelines (including cost allocation guidelines) and federal, if applicable. > Allowable costs and uniform administrative requirements for federal programs can be found under 2 CFR 200. The Department may also request a cost allocation plan in support of its multipliers (overhead, indirect, general administrative costs, and fringe benefits). The Grantee must provide the additional proof within thirty (30)days of such request. c� e. No Commingling of Funds. The accounting systems for all Grantees must ensure that these funds are not commingled with funds from other agencies. Funds from each agency must be accounted for separately. Grantees are prohibited from commingling funds on either a program-by-program or a project-by-project basis. Funds U specifically budgeted and/or received for one project may not be used to support another project. Where a Grantee's, or subrecipient's, accounting system cannot comply with this requirement, Grantee, or subrecipient, shall establish a system to provide adequate fund accountability for each project it has been awarded. i. If Department finds that these funds have been commingled, Department shall have the right to demand a refund,either in whole or in part,of the funds provided to Grantee under this Agreement for non-compliance with the material terms of this Agreement. The Grantee, upon such written notification from Department shall refund, and shall forthwith pay to Department, the amount of money demanded by Department. Interest on any refund shall be calculated based on the prevailing rate used by the State Board of Administration. Interest shall be calculated from the date(s) the original payment(s) are received from Department by Grantee to the date repayment is made by Grantee to Department. U ii. In the event that the Grantee recovers costs, incurred under this Agreement and reimbursed by Department, from another source(s), Grantee shall reimburse Department for all recovered funds originally provided under this Agreement and interest shall be charged for those recovered costs as `j calculated on from the date(s) the payment(s) are recovered by Grantee to the date repayment is made to Department. a� iii. Notwithstanding the requirements of this section,the above restrictions on commingling funds do not apply to agreements where payments are made purely on a cost reimbursement basis. 28. Conflict of Interest. The Grantee covenants that it presently has no interest and shall not acquire any interest which would conflict in any manner or degree with the performance of services required. 29. Independent Contractor. The Grantee is an independent contractor and is not an employee or agent of Department. 30. Subcontracting. a. Unless otherwise specified in the Special Terms and Conditions, all services contracted for are to be performed solely by Grantee. b. The Department may, for cause,require the replacement of any Grantee employee, subcontractor,or agent. For cause,includes,but is not limited to,technical or training qualifications,quality of work,change in security status, or non-compliance with an applicable Department policy or other requirement. Attachment 1 10 of 12 Rev. 6/4/2021 Packet Pg. 3312 0.3.e c. The Department may, for cause,deny access to Department's secure information or any facility by any Grantee employee,subcontractor,or agent. d. The Department's actions under paragraphs b.or c.shall not relieve Grantee of its obligation to perform all work in compliance with the Agreement.The Grantee shall be responsible for the payment of all monies due under any subcontract.The Department shall not be liable to any subcontractor for any expenses or liabilities incurred under any subcontract and Grantee shall be solely liable to the subcontractor for all expenses and liabilities incurred under any subcontract. e. The Department will not deny Grantee's employees, subcontractors, or agents access to meetings within the Department's facilities,unless the basis of Department's denial is safety or security considerations. f. The Department supports diversity in its procurement program and requests that all subcontracting opportunities afforded by this Agreement embrace diversity enthusiastically. The award of subcontracts should reflect the full diversity of the citizens of the State. A list of minority-owned firms that could be offered subcontracting U) opportunities may be obtained by contacting the Office of Supplier Diversity at(850)487-0915. g. The Grantee shall not be liable for any excess costs for a failure to perform,if the failure to perform is caused by > the default of a subcontractor at any tier,and if the cause of the default is completely beyond the control of both Grantee and the subcontractor(s),and without the fault or negligence of either,unless the subcontracted products or services were obtainable from other sources in sufficient time for Grantee to meet the required delivery schedule. 31. Guarantee of Parent Company. If Grantee is a subsidiary of another corporation or other business entity,Grantee asserts that its parent company will > guarantee all of the obligations of Grantee for purposes of fulfilling the obligations of Agreement. In the event Grantee is sold during the period the Agreement is in effect, Grantee agrees that it will be a requirement of sale that the new parent company guarantee all of the obligations of Grantee. 32. Survival. The respective obligations of the parties,which by their nature would continue beyond the termination or expiration of this Agreement, including without limitation, the obligations regarding confidentiality, proprietary interests, and public records,shall survive termination,cancellation,or expiration of this Agreement. 33. Third Parties. The Department shall not be deemed to assume any liability for the acts, failures to act or negligence of Grantee,its agents,servants,and employees,nor shall Grantee disclaim its own negligence to Department or any third party. This Q Agreement does not and is not intended to confer any rights or remedies upon any person other than the parties. If CL Department consents to a subcontract,Grantee will specifically disclose that this Agreement does not create any third- party rights.Further,no third parties shall rely upon any of the rights and obligations created under this Agreement. 34. Severability. If a court of competent jurisdiction deems any term or condition herein void or unenforceable, the other provisions are severable to that void provision,and shall remain in full force and effect. 35. Grantee's Employees,Subcontractors and Agents. All Grantee employees, subcontractors, or agents performing work under the Agreement shall be properly trained U technicians who meet or exceed any specified training qualifications. Upon request, Grantee shall furnish a copy of technical certification or other proof of qualification.All employees,subcontractors,or agents performing work under Agreement must comply with all security and administrative requirements of Department and shall comply with all x controlling laws and regulations relevant to the services they are providing under the Agreement. 4, 36. Assignment. The Grantee shall not sell, assign, or transfer any of its rights, duties, or obligations under the Agreement, or under E any purchase order issued pursuant to the Agreement,without the prior written consent of Department. In the event of any assignment,Grantee remains secondarily liable for performance of the Agreement,unless Department expressly waives such secondary liability.The Department may assign the Agreement with prior written notice to Grantee of its intent to do so. 37. Compensation Report. If this Agreement is a sole-source,public-private agreement or if the Grantee,through this agreement with the State, annually receive 50%or more of their budget from the State or from a combination of State and Federal funds,the Grantee shall provide an annual report,including the most recent IRS Form 990,detailing the total compensation for the entities'executive leadership teams.Total compensation shall include salary,bonuses,cashed-in leave,cash equivalents,severance pay,retirement benefits,deferred compensation,real-property gifts,and any other payout. The Grantee must also inform the Department of any changes in total executive compensation between the annual Attachment 1 11 of 12 Rev. 6/4/2021 Packet Pg. 3313 O.3.e reports.All compensation reports must indicate what percent of compensation comes directly from the State or Federal allocations to the Grantee. 38. Execution in Counterparts and Authority to Sign. This Agreement, any amendments, and/or change orders related to the Agreement,may be executed in counterparts, each of which shall be an original and all of which shall constitute the same instrument. In accordance with the Electronic Signature Act of 1996,electronic signatures,including facsimile transmissions,may be used and shall have the same force and effect as a written signature. Each person signing this Agreement warrants that he or she is duly authorized to do so and to bind the respective party to the Agreement. 2A c� U c14 CL X c� Attachment 1 12 of 12 Rev. 6/4/2021 Packet Pg. 3314 0.3.e STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Special Terms and Conditions AGREEMENT NO.LPA0241 ATTACHMENT 2 These Special Terms and Conditions shall be read together with general terms outlined in the Standard Terms and Conditions,Attachment 1.Where in conflict,these more specific terms shall apply. 1. Scope of Work. The Project funded under this Agreement is Monroe County Canals 428 and 490 Backfill Restoration Projects.The Project is defined in more detail in Attachment 3,Grant Work Plan. a� 2. Duration. a. Reimbursement Period.The reimbursement period for this Agreement begins on July 1,2021 and ends at the expiration of the Agreement. b. Extensions.There are extensions available for this Project. c. Service Periods.Additional service periods are not authorized under this Agreement. 3. Payment Provisions. a. Compensation.This is a cost reimbursement Agreement.The Grantee shall be compensated under this Agreement as described in Attachment 3. b. Invoicing.Invoicing will occur as indicated in Attachment 3. c. Advance Pay.Advance Pay is not authorized under this Agreement. 4. Cost Eligible for Reimbursement or Matching Requirements. Reimbursement for costs or availability for costs to meet matching requirements shall be limited to the following budget categories,as defined in the Reference Guide for State Expenditures,as indicated: Reimbursement Match Category ❑ ❑ Salaries/Wages Overhead/Indirect/General and Administrative Costs: ❑ ❑ a. Fringe Benefits,N/A. ❑ ❑ b. Indirect Costs,N/A. © ❑ Contractual(Subcontractors) ❑ ❑ Travel,in accordance with Section 112,F.S. ❑ ❑ Equipment *� ❑ ❑ Rental/Lease of Equipment ❑ ❑ Miscellaneous/Other Expenses X ❑ ❑ Land Acquisition 5. Equipment Purchase. No Equipment purchases shall be funded under this Agreement. 6. Land Acquisition. There will be no Land Acquisitions funded under this Agreement. 7. Match Requirements There is no match required on the part of the Grantee under this Agreement. Attachment 2 1 of 2 Rev.8/10/2020 Packet Pg. 3315 0.3.e 8. Insurance Requirements Required Coverage. At all times during the Agreement the Grantee,at its sole expense,shall maintain insurance coverage of such types and with such terms and limits described below. The limits of coverage under each policy maintained by the Grantee shall not be interpreted as limiting the Grantee's liability and obligations under the Agreement. All insurance policies shall be through insurers licensed and authorized to issue policies in Florida,or alternatively,Grantee may provide coverage through a self-insurance program established and operating under the laws of Florida.Additional insurance requirements for this Agreement may be required elsewhere in this Agreement,however the minimum insurance requirements applicable to this Agreement are: a. Commercial General Liability Insurance. The Grantee shall provide adequate commercial general liability insurance coverage and hold such liability insurance at all times during the Agreement. The Department,its employees,and officers shall be named as an additional insured on any general liability policies. The minimum limits shall be$250,000 for each U) occurrence and$500,000 policy aggregate. b. Commercial Automobile Insurance. > If the Grantee's duties include the use of a commercial vehicle,the Grantee shall maintain automobile liability,bodily injury,and property damage coverage. Insuring clauses for both bodily injury and property damage shall provide coverage on an occurrence basis.The Department,its employees,and officers shall be named as an additional insured on any automobile insurance policy. The minimum limits shall be as as follows: $200,000/300,000 Automobile Liability for Company-Owned Vehicles,if applicable > $200,000/300,000 Hired and Non-owned Automobile Liability Coverage c. Workers' Compensation and Employer's Liability Coverage. The Grantee shall provide workers' compensation,in accordance with Chapter 440,F.S. and employer liability coverage with minimum limits of$100,000 per accident,$100,000 per person,and$500,000 c� policy aggregate. Such policies shall cover all employees engaged in any work under the Grant. d. Other Insurance.None. U 9. Quality Assurance Requirements. There are no special Quality Assurance requirements under this Agreement. c14 10. Retainage. No retainage is required under this Agreement. 11. Subcontracting. The Grantee may subcontract work under this Agreement without the prior written consent of the Department's Grant Manager except for certain fixed-price subcontracts pursuant to this Agreement,which require prior approval. The Grantee shall submit a copy of the executed subcontract to the Department prior to submitting any invoices for subcontracted work. Regardless of any subcontract,the Grantee is ultimately responsible for all work to be U performed under this Agreement. X 12. State-owned Land. The work will not be performed on State-owned land. 13. Office of Policy and Budget Reporting. There are no special Office of Policy and Budget reporting requirements for this Agreement. 14. Additional Terms. None. Attachment 2 2of2 Rev.8/10/2020 Packet Pg. 3316 0.3.e ATTACHMENT 3 GRANT WORK PLAN PROJECT TITLE: Monroe County Canals 428 and 490 Backfill Restoration Projects PROJECT LOCATION: The Project will have 2 locations: Canal 428 and Canal 490. Canal 428 (Figure 1)is located within the unincorporated area of Key Largo,Monroe County; Lat/Long (25.1647, -80.3838). Canal 490 (Figure 2) is located within the unincorporated area of Tavernier, Monroe County, Lat/Long (25.0289, -80.5076). PROJECT BACKGROUND: In 2013, Phase II of the Monroe County Canal Management Master Plan (CMMP) evaluated the conditions of the Keys canals,prioritized the need for water quality improvement, and identified appropriate restoration options for each canal: ,> • Culvert • Air Curtain a� • Organic Removal • Backfill > As part of the Canal Restoration Demonstration Program, Florida International University (FIU) assessed the effectiveness of the various technologies implemented by Monroe County and its partners by comparing treated canals against nearby,unaltered controls over a period of three years. Based on data collected during the limited monitoring period, F1U made the following conclusions about the backfill technology: • This technique resulted in an immediate change in the canal's water quality by significantly U improving the water column's DO content. The decreased water depth allowed light to penetrate to the sediment. As a result, there were measurable increases in benthic vegetation,fish diversity and abundance and inhabitants of the sea walls. CL Since the demonstration canal restorations were proposed by Monroe County,the canal restoration program has grown to include 17 residential canal restoration projects throughout Monroe County. a� PROJECT DESCRIPTION: The Canals 428 and 490 are a continuation of the canal restoration program in accordance with the Department of Economic Opportunity(DEO)canal restoration workplan as detailed Uj in the Monroe County 28.20.140 Comprehensive Plan. The projects will be designed to promote flushing in the canal by removing the deep stagnant zones within the canals and promote a viable benthic community which will help to restore the canal waters to State Department of Environmental Protection (FDEP) W Dissolved Oxygen standards. a� TASKS: All documentation should be submitted electronically unless otherwise indicated. e� DEP Agreement No. LPA0241, Attachment 3,Page 1 of 4 Packet Pg. 3317 O.3.e Task 1: Design and Permittine Deliverables: The Grantee will complete the design (include description of other activities if not only Design and Permitting)of the canal restoration project and obtain all necessary permits for construction of the project. Documentation: The Grantee will submit: 1) a signed acceptance of the completed work to date, as provided in the Grantee's Certification of Payment Request; and 2) a summary of design (or preconstruction) activities to date, indicating the percentage of design completion for the time period covered in the payment request. For the final documentation, the Grantee will also submit a copy of the design completed with the funding provided for this task and a list of all required permits identifying issue 0 dates and issuing authorities. Performance Standard: The Department's Grant Manager will review the documentation to verify that the deliverables have been completed as described above. Upon review and written acceptance by the Department's Grant Manager,the Grantee may proceed with payment request submittal. Payment Request Schedule: The Grantee may submit a payment request for cost reimbursement no more frequently than monthly. Task 2: Bidding and Contractor Selection c� Deliverables: The Grantee will prepare a bid package,publish a public notice, solicit bids, conduct pre-bid meetings,and respond to bid questions in accordance with the Grantee's procurement process,to select one or more qualified and licensed contractors to complete the canal restoration project U Documentation: The Grantee will submit: 1) the public notice of advertisement for the bid; 2) the bid C14 package; and 3) a written notice of selected contractor(s). CL Performance Standard: The Department's Grant Manager will review the documentation to verify that the deliverables have been completed as described above. Upon review and written acceptance by the Department's Grant Manager,the Grantee may proceed with payment request submittal. Payment Request Schedule: The Grantee may submit a payment request for cost reimbursement following the conclusion of the task. U Task 3: Construction x w 4i Deliverables: The Grantee will complete the canal restoration project in accordance with the construction contract documents. c� Documentation: The Grantee will submit 1) a copy of the final design; 2) a signed acceptance of the completed work to date, as provided in the Grantee's Certification of Payment Request; and 3) a signed Engineer's Certification of Payment Request. Performance Standard: The Department's Grant Manager will review the documentation to verify that the deliverables have been completed as described above. Upon review and written acceptance by the Department's Grant Manager,the Grantee may proceed with payment request submittal. Payment Request Schedule: The Grantee may submit a payment request for cost reimbursement no more frequently than monthly. DEP Agreement No. LPA0241, Attachment 3,Page 2 of 4 Packet Pg. 3318 0.3.e Task 4: Proiect Manaeement Deliverables: The Grantee will perform project management, to include field engineering services, construction observation, site meetings with construction contractor(s) and design professionals, and overall project coordination and supervision. Documentation: The Grantee will submit interim progress status summaries including summary of inspection(s), meeting minutes and field notes, as applicable. Performance Standard: The Department's Grant Manager will review the documentation to verify that the deliverables have been completed as described above. Upon review and written acceptance by the Department's Grant Manager,the Grantee may proceed with payment request submittal. Payment Request Schedule: The Grantee may submit a payment request for cost reimbursement no more frequently than monthly. PROJECT TIMELINE & BUDGET DETAIL: 0 The tasks must be completed by, and all documentation received by, the corresponding task end date. Cost S reimbursable grant funding must not exceed the budget amounts as indicated below. ; c� Task Budget Grant Task Start Task End No. Task Title Category Amount Date Date Contractual c) 1 Design and Permitting Services $ 171,974 07/01/2021 04/30/2023 N 2 Bidding and Contractual $ 17,945 07/01/2021 04/30/2023 Contractor Selection Services 3 Construction Contractual $2 930,000 07/01/2021 04/30/2023 Services Contractual 4 Project Management $ 293,000 07/01/2021 04/30/2023 Services Total: $3,412,919 U X c� DEP Agreement No. LPA0241, Attachment 3,Page 3 of 4 Packet Pg. 3319 0.3.e Figure 1. Location Map - Canal 428 Canal Name: Canal#28 Bid Pine Key Technology Selection: Backfill _ �} Conceptual Restoration Cost: $22 Million Jj w� P r qu,. .. G t Jgg O,, S M p b EE. HERE G Mo a County Parcel - - Opon�tmbtf39co xnbuto ena n,a GIS us"� �qq U Figure 2. Location Map—Canal 990 CN Name:Canal#90Tavernier y yr -j4�t"}3�E) err Technology Selection: Backfill CL�' �,:� h Conceptual Restoration Cost: $730K l4 Rr "_ v WO t � i ; 6/S >, �, �' a i Et, y Legend NVI Name 90TAVERNIER K JW LJGI]A LISC'S�A rP�RIq�IC rl M1�CIS C'. Fsn,H€-E, Monroe ty Parcel tU!! G O Sv M v b Esn HE € G n Coun E � ,.OPen � tlNa Vibut antlw rGIS u DEP Agreement No. LPA0241, Attachment 3,Page 4 of 4 Packet Pg. 3320 0.3.e STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Public Records Requirements Attachment 4 1. Public Records. a. If the Agreement exceeds $35,000.00, and if Grantee is acting on behalf of Department in its performance of services under the Agreement, Grantee must allow public access to all documents,papers, letters, or other material,regardless of the physical form, characteristics, or means of transmission, made or received by Grantee in conjunction with the Agreement(Public Records),unless the Public Records are exempt from section 24(a)of Article I of the Florida Constitution or section 119.07(1), F.S. b. The Department may unilaterally terminate the Agreement if Grantee refuses to allow public access to Public Records as required by law. U) 2. Additional Public Records Duties of Section 119.0701,F.S.,If Applicable. For the purposes of this paragraph,the term"contract"means the "Agreement." If Grantee is a"contractor"as > defined in section 119.0701(1)(a), F.S., the following provisions apply and the contractor shall: a. Keep and maintain Public Records required by Department to perform the service. b. Upon request,provide Department with a copy of requested Public Records or allow the Public Records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in Chapter 119,F.S., or as otherwise provided by law. c. A contractor who fails to provide the Public Records to Department within a reasonable time may be subject to penalties under section 119.10, F.S. d. Ensure that Public Records that are exempt or confidential and exempt from Public Records disclosure requirements ; are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the contractor does not transfer the Public Records to Department. e. Upon completion of the contract, transfer, at no cost,to Department all Public Records in possession of the contractor or keep and maintain Public Records required by Department to perform the service. If the contractor transfers all U Public Records to Department upon completion of the contract, the contractor shall destroy any duplicate Public Records that are exempt or confidential and exempt from Public Records disclosure requirements. If the contractor C14 keeps and maintains Public Records upon completion of the contract, the contractor shall meet all applicable CL requirements for retaining Public Records. All Public Records stored electronically must be provided to Department, upon request from Department's custodian of Public Records, in a format specified by Department as compatible with the information technology systems of Department. These formatting requirements are satisfied by using the data formats as authorized in the contract or Microsoft Word, Outlook, Adobe, or Excel, and any software formats the contractor is authorized to access. f. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, F.S., TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THE CONTRACT, CONTACT THE DEPARTMENT'S CUSTODIAN OF PUBLIC RECORDS AT: Telephone: (850) 245-2118 E Email: public.scrvices(iOoridadc . ov U Mailing Address: Department of Environmental Protection ATTN: Office of Ombudsman and Public Services Public Records Request 3900 Commonwealth Boulevard, MS 49 Tallahassee, Florida 32399 Attachment 4 1ofi Rev.4/27/2018 Packet Pg. 3321 O.3.e STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Special Audit Requirements (State and Federal Financial Assistance) Attachment 5 The administration of resources awarded by the Department of Environmental Protection(which may be referred to as the 'Department", 'DEP", "EDEP"or "Grantor", or other name in the agreement)to the recipient(which may be referred to as the "Recipient", "Grantee"or other name in the agreement) may be subject to audits and/or monitoring by the Department of Environmental Protection,as described in this attachment. A MONITORING In addition to reviews of audits conducted in accordance with 2 CFR Part 200, Subpart F-Audit Requirements, and Section 215.97, F.S., as revised (see "AUDITS"below), monitoring procedures may include,but not be limited to, on-site visits by DEP Department staff, limited scope audits as defined by 2 CFR 200.425, or other procedures. By entering into this Agreement,the recipient agrees to comply and cooperate with any monitoring procedures/processes deemed appropriate by the Department of Environmental Protection. In the event the Department of Environmental Protection determines that a limited scope audit of the recipient is appropriate,the recipient agrees to comply with any additional instructions provided by the Department to the recipient regarding such audit.The recipient further agrees to comply and cooperate with any inspections, reviews, investigations, or audits deemed necessary by the Chief Financial Officer(CFO)or Auditor General. c� AUDITS PART I:FEDERALLY FUNDED U This part is applicable if the recipient is a State or local government or a non-profit organization as defined in 2 CFR C14 §200.330 1. A recipient that expends$750,000 or more in Federal awards in its fiscal year,must have a single or program- specific audit conducted in accordance with the provisions of 2 CFR Part 200, Subpart F.EXHIBIT 1 to this Attachment indicates Federal funds awarded through the Department of Environmental Protection by this Agreement. In determining the federal awards expended in its fiscal year, the recipient shall consider all sources of federal awards, including federal resources received from the Department of Environmental Protection. The determination of amounts of federal awards expended should be in accordance with the guidelines established in 2 CFR 200.502-503.An audit of the recipient conducted by the Auditor General in accordance with the provisions of 2 CFR Part 200.514 will meet the requirements of this part. X 2. For the audit requirements addressed in Part I,paragraph 1,the recipient shall fulfill the requirements relative to auditee responsibilities as provided in 2 CFR 200.508-512. 3. A recipient that expends less than$750,00 in federal awards in its fiscal year is not required to have an audit c� conducted in accordance with the provisions of 2 CFR Part 200, Subpart F-Audit Requirements. If the recipient expends less than$750,000 in federal awards in its fiscal year and elects to have an audit conducted in accordance with the provisions of 2 CFR 200, Subpart F-Audit Requirements,the cost of the audit must be paid from non-federal resources (i.e., the cost of such an audit mist be paid from recipient resources obtained from other federal entities. 4. The recipient may access information regarding the Catalog of Federal Domestic Assistance(CFDA)via the internet at www.cfda.uov Attachment 5 1 of 6 BGS-DEP 55-215 revised 7/2019 Packet Pg. 3322 0.3.e PART II: STATE FUNDED This part is applicable if the recipient is a nonstate entity as defined by Section 215.97(2),Florida Statutes. 1. In the event that the recipient expends a total amount of state financial assistance equal to or in excess of $750,000 in any fiscal year of such recipient (for fiscal years ending June 30, 2017, and thereafter), the recipient must have a State single or project-specific audit for such fiscal year in accordance with Section 215.97, F.S.; Rule Chapter 691-5, F.A.C., State Financial Assistance; and Chapters 10.550 (local governmental entities) or 10.650 (nonprofit and for-profit organizations), Rules of the Auditor General. EXHIBIT 1 to this form lists the state financial assistance awarded through the Department of Environmental Protection by this agreement. In determining the state financial assistance expended in its fiscal year, the recipient shall consider all sources of state financial assistance,including state financial assistance received from the Department of Environmental Protection, other state agencies, and other nonstate entities. State financial assistance does not include federal direct or pass-through awards and resources received by a > nonstate entity for Federal program matching requirements. a� 2. In connection with the audit requirements addressed in Part II,paragraph 1;the recipient shall ensure that the audit complies with the requirements of Section 215.97(8), Florida Statutes. This includes submission of a as financial reporting package as defined by Section 215.97(2), Florida Statutes, and Chapters 10.550 (local governmental entities)or 10.650(nonprofit and for-profit organizations),Rules of the Auditor General. > 3. If the recipient expends less than$750,000 in state financial assistance in its fiscal year(for fiscal year ending June 30, 2017, and thereafter), an audit conducted in accordance with the provisions of Section 215.97, Florida Statutes,is not required. In the event that the recipient expends less than$750,000 in state financial c� assistance in its fiscal year,and elects to have an audit conducted in accordance with the provisions of Section 215.97,Florida Statutes,the cost of the audit must be paid from the non-state entity's resources(i.e.,the cost of such an audit must be paid from the recipient's resources obtained from other than State entities). ' U 4. For information regarding the Florida Catalog of State Financial Assistance(CSFA),a recipient should access the Florida Single Audit Act website located athttps://aj2j2s.fldfs.com/fsaa for assistance. In addition to the Q above websites, the following websites may be accessed for information: Legislature's Website at http://www.le .state.fl.us/vVelcome/index.cfh1 State of Florida's website at http://www.mvflorida.com/, Department of Financial Services' Website at http://www.fldfs.com/and the Auditor General's Website at littp://www.iil,vflorida.com/ai-id�eii/. � a� PART III: OTHER AUDIT REQUIREMENTS U (NOTE: This part would be used to sped any additional audit requirements imposed by the State awarding entity that are solely a matter of that State awarding entity's policy(i.e., the audit is not required by Federal or State laws and is not in conflict with other Federal or State audit requirements). Pursuant to Section 215.97(8),Florida Statutes, `j State agencies may conduct or arrange for audits of State financial assistance that are in addition to audits conducted 4, in accordance with Section 215.97, Florida Statutes. In such an event, the State awarding agency must arrange for q�s funding the full cost of such additional audits.) c� PART IV:REPORT SUBMISSION 1. Copies of reporting packages for audits conducted in accordance with 2 CFR Part 200, Subpart F-Audit Requirements,and required by PART I of this form shall be submitted,when required by 2 CFR 200.512,by or on behalf of the recipient directly to the Federal Audit Clearinghouse(FAC)as provided in 2 CFR 200.36 and 200.512 A. The Federal Audit Clearinghouse designated in 2 CFR §200.501(a)(the number of copies required by 2 CFR §200.501(a)should be submitted to the Federal Audit Clearinghouse),at the following address: Attachment 5 2of6 BGS-DEP 55-215 revised 7/2019 Packet Pg. 3323 0.3.e By Mail: Federal Audit Clearinghouse Bureau of the Census 1201 East 10th Street Jeffersonville,IN 47132 Submissions of the Single Audit reporting package for fiscal periods ending on or after January 1, 2008,must be submitted using the Federal Clearinghouse's Internet Data Entry System which can be found athttp://harvester.census.gov/fieweb/ 2. Copies of financial reporting packages required by PART II of this Attachment shall be submitted by or on behalf of the recipient directly to each of the following: a� A. The Department of Environmental Protection at one of the following addresses: By Mail: Audit Director 2 Florida Department of Environmental Protection Office of Inspector General,MS 40 > 3900 Commonwealth Boulevard Tallahassee,Florida 32399-3000 Electronically: c� FDEP SingleAudit((Mep.state.ft.us B. The Auditor General's Office at the following address: Auditor General Local Government Audits/342 Claude Pepper Building,Room 401 111 West Madison Street Tallahassee,Florida 32399-1450 The Auditor General's website(http://flauditor.lov)provides instructions for filing an electronic copy of a financial reporting package. 3. Copies of reports or management letters required by PART III of this Attachment shall be submitted by or U on behalf of the recipient directly to the Department of Environmental Protection at one of the following addresses: x By Mail: Audit Director 4, Florida Department of Environmental Protection Office of Inspector General,MS 40 3900 Commonwealth Boulevard U Tallahassee,Florida 32399-3000 Electronically: FDEP SingleAudit((Mep.state.ft.us 4. Any reports, management letters, or other information required to be submitted to the Department of Environmental Protection pursuant to this Agreement shall be submitted timely in accordance with 2 CFR 200.512, section 215.97, F.S., and Chapters 10.550 (local governmental entities) or 10.650 (nonprofit and for-profit organizations),Rules of the Auditor General,as applicable. Attachment 5 3of6 BGS-DEP 55-215 revised 7/2019 Packet Pg. 3324 0.3.e 5. Recipients,when submitting financial reporting packages to the Department of Environmental Protection for audits done in accordance with 2 CFR 200, Subpart F-Audit Requirements, or Chapters 10.550 (local governmental entities) and 10.650 (non and for-profit organizations),Rules of the Auditor General, should indicate the date and the reporting package was delivered to the recipient correspondence accompanying the reporting package. PART V:RECORD RETENTION The recipient shall retain sufficient records demonstrating its compliance with the terms of the award and this Agreement for a period of five (5) years from the date the audit report is issued, and shall allow the Department of Environmental Protection, or its designee, Chief Financial Officer, or Auditor General access to such records upon U) request. The recipient shall ensure that audit working papers are made available to the Department of Environmental Protection, or its designee, Chief Financial Officer,or Auditor General upon request for a period of three (3)years > from the date the audit report is issued,unless extended in writing by the Department of Environmental Protection. a� 2 c� U c14 CL X c� Attachment 5 4of6 BGS-DEP 55-215 revised 7/2019 Packet Pg. 3325 0.3.e 0 0 � mil y rram,, y rram,, E E o � a w � U r" o � v •�, by U C14 U VCL co ea Q Q 1 v w w ,� .. U Z L) v v L) a o ° W a� � O 3 w w o U U Qj s, w 4 s, a a q h Packet Pg. 3326 0.3.e ct y v (� cct In a o o o o In In Qt 3 (JI) c w y (j) o •� •� •m t'!! CL �'Q Zn „u x o o It 14)14) 'U v N cj o Qt .� Qt •Ct ao ej w o m Qj U cz o Qt a a � W � ,l U Ste. S.. � N U �U+ yU NQj on dQj ,Q,; N °? cz w Packet Pg. 3327 0.3.e STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Exhibit A Progress Report Form DEP Agreement No.: LPA0241 Project Title: Monroe County Canals 428 and 490 Backfill Restoration Projects Grantee Name: Monroe Count Grantee's Grant Manager: Rhonda Haag a� Reporting Period: I S,:I Provide the followine information for all tasks identified in the Grant Work Plan: Summarize the work completed within each task for the reporting period. Provide an update on the estimated completion date for each task and an explanation for any anticipated delays or problems encountered.Add or remove task sections and use as many pages as necessary to cover all tasks.Use the format provided below. 0 Task 1: Design and Permitting • Progress for this reporting period: • Identify delays or problems encountered: U Task 2: Bidding and Contractor Selection CL • Progress for this reporting period: • Identify delays or problems encountered: Task 3: Construction (Canal#28) t3 • Progress for this reporting period: X • Identify delays or problems encountered: c� Task 4: Proiect Management • Progress for this reporting period: • Identify delays or problems encountered Exhibit A,Page I of 2 Rev. 10/28/20 Packet Pg. 3328 O.3.e Indicate the completion status for the followine tasks: Design(Plans/Submittal): 30% ❑, 60% ❑, 90% ❑, 100% ❑ Permitting (Completed): Yes ❑,No ❑ Construction(Estimated): % a� This report is submitted in accordance with the reporting requirements of the above DEP Agreement number 0 and accurately reflects the activities associated with the project. a� Signature of Grantee's Grant Manager(Original Ink) Date c� U c14 U X c� Exhibit A,Page 2 of 2 Rev. 10/28/20 Packet Pg. 3329 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Exhibit C Payment Request Summary Form The Payment Request Summary Form for this grant can be found on our website at this link: nest-SUniniarv-fomi Please use the most current form found on the website, linked above, for each payment request. U C14 (L U X w E Exhibit C, Page I of I Rev. 12/02/19 Packet Pg. 3330