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Task Order No. 10/DSR No. 3 07/01/2019 ---A, MEMORANDUM OFFICE OF THECOUNTY ATTORNEY = 1111 12°'Street, Suite 408, Key West, FL 33040 Phone (305) 292-3470/Fax (305) 292-3516 TO: Pam Hancock Deputy Clerk FROM: Abra Camp% Executive A4��,.• strator DATE: July 26, 2019 SUBJECT: Task Order to Adventure Environmental, Inc. contract BOCC Approved 7/18/18; Agenda Item D2 (4357) On July 18, 2018 the BOCC approved a contract with Adventure Environmental, Inc., in an amount not to exceed $35 Million, for removal of marine debris created by Hurricane Irma from canals in unincorporated Monroe County, City of Marathon and Village of Islamorada. The cumulative sum of active Task Orders issued by the County at no time shall exceed the $17 Million bond limits of the CONTRACTOR. As'Task Orders are successfully completed, new Task Orders may be issued as long as the cumulative total of active Task Orders does not exceed the $17 Million bonding limit. (Amendment 1 approved 8/15/18) Enclosed: One (1) fully executed Task Order#10-DSR No. 3 's. ''� 11 r a .'--,- --_bit...-- 4' 0- 1 ""7"° u .x ... _- -- - if 0 4J itk rj �' , , To: Monica Rodrigue CAD#1 RECEIVED From: RhondaJUL 25 2019 Date: July 2. , 201 4 MONROE COUNTY ATTORNEY Attached please find the Marine Debris July/August Task Order/from the marine debris vendor AEI. These are being processed after the fact as AEI was late in submitting them. Note the:task orders authorize work only in.Big Pine. (No work is being conducted.in Marathon and Islamorada. ) 1 x . Please have Roman or his designee review and sign the r 'a task orders. .h I 2. Forward them with this memo to Abra Campo, sot she F a .51 can provide them to Cynthia Hall to review and stamp. r 3: The originals then need to be: :sent to Pam Hancock in ti f p... the Clerk's office, with an electronic copy sent to me.: 4, i" _ .. .ram...,.. _��� ��� _ _ t t �ti ry = Thank you. y a ••Y .. _ .. ..._. p„ �Y i- _L a r .1 - Y Y w T -b Recipient Name . f r- T: Your Name W: .Other recipients / . TASK ORDER NO. 10 FOR DAMAGE SURVEY REPORT(DSR) NO. 3 FOR SEDIMENT REMOVAL SERVICES BETWEENTIONROE COUNTY AND ADVENTURE ENVIRONMENTAL, INC. FOR MONROE COUNTY HURRICANE IRMA EWP- SEDIMENT REMOVAL In accordance with the Agreement for Marine Debris and Sediment Removal Services as a result of Hurricane Irma made and entered on the 18th day of July, 2018, between Monroe County hereinafter referred to as the "County" and Adventure Environmental, Inc. hereinafter referred to as "Contractor". All terms and conditions of the referenced Agreement for Marine Sediment Removal Services apply to the Task Order, unless the Task Order modifies an Article of the Agreement of which will be specifically referenced in this Task Order and the modification shall be precisely described. This Task Order is effective on the 1St Dayof July 201-9 and will terminate no later than the --31st Day of August 2019' In accordance with Article II Scope of Basic Services, Paragraph 2.1, the Scope of this Task Order is as follows: The scope of services will include Sediment Removal and Disposal (Load and Haul) of organic, silt and sand from the USDA-MRCS eligible canals within the DSR#3 area from Big Pine Key. See Exhibit A-1 for work plan and location maps. In accordance with Article VII, Paragraph 7.1 Contract Sum, the Contract Sum of this Task Order is as follows: The Contractor shall be paid based on rates negotiated and agreed upon and shown in the Pricing Schedule in Attachment B of the agreement. The estimated quantities and equipment allocation for the DSR are based upon review of aerial maps, bathymetric surveys, and representative site visits. See Exhibit B-1 for estimated resource allocation and July/August estimate for DSR#3. The County shall pay the Contractor a not to exceed amount of Four Hundred and Thirty Five thousand and zero cents;($435,000.00). Page 1 of 2 MONROE COUNTY HURRICANE IRMA EWP-SEDIMENT REMOVAL July 1St,2019 /' I `�,�tuiiu►,,,, .\`‘ vNVIRo/ , if IN WITNEt�E ''el arty caused the Task Order#10 to be executed by its duly authorize � lLe� L r (Seal) 0Q.1.(?/ 0gA••�_ CONTRACTOR: Attest: -% ..:.. \` ADVENTU7ft1YRONMENTAL, INC. FGORIDP 0`illitOs By: kfaity_ iQcce, �a- �19 By: 7 ael ate Date pk<< u e akc'e( 14 1{ /s76./D►r" � wn �� ! I /o-} Title` Print N(me-rTitle WOOD ENVIRONMENT AND INFRASTRUCTURE SOLUTIONS,INC. �7 r 07/22/2019 By: Date MONROE COUNTY DIRECTOR SUSTAINABILITY AND PROJECTS By: NL, I(h,W 7/a l9 •.nda Ha-• b Date MONROE COUNTY COUNTY ADMINISTRATOR 4 -. MONROE COUNTY ATTORNEYIj AP ED'ASTpFP By: �// 3'/Z3/2Of.9 (Date: ' } " ar5 l Ro ._ c ing oun mini a or Page 2 of 2 MONROE COUNTY HURRICANE IRMA EWP-SEDIMENT REMOVAL July 15t,2019 EXHIBIT A-1 Work Plan and Location Maps • fs' i1 BOARD OF COUNTY COMMISSIONERS County of Monroe 171 Mayor Sylvia Murphy,District 5 Mayor Pro Tem Danny Kolhage,District 1 The Florida Keys % Commissioner Michelle Coldiron,District 2 Commissioner David Rice,District 4 Commissioner Heather Carruthers,District 3 Proposed Work Plan for the Monroe County Hurricane Irma EWP - Canal Sediment Removal Prepared for: USDA/NRCS 2614 NW 43rd Street Gainesville, FL 32606 Prepared by: Wood Environment & Infrastructure Solutions, Inc. 5845 NW 158th Street Miami Lakes, Florida 33014 Grant Agreement Award No.: NR184209XXXXCO27 I. INTRODUCTION 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 plans and detailed in the quality assurance plan and technical specifications. All work shall be conducted in accordance with all applicable local, state, and federal standards and regulations. II. SCOPE OF WORK The Scope of Work for the canal sediment removal activities located in DSR#3 (Big Pine Key), DSR#5A (Islamorada), and DSR#5B (Marathon) consists of mechanical dredging to remove the sediment accumulation relating to Hurricane Irma. The utilization of the mechanical system will result in the collection of a slurry from the canal bottom comprised of sediment and saltwater. The vessel-based dredge excavates and places the material in a dedicated dewatering area. The contractor will utilize a passive dewatering system to handle the dredged material. The dewatering system will be located either in the canal on the barge or within the upland staging area adjacent to the canal. Once dewatered the material will be transported to an approved upland disposal location dependent on the chemical characteristics of the material. The Contractor must install temporary construction fencing, consisting of jersey barriers and construction fencing or equivalent, 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 USACE, FDEP, FKNMS, and County permits. The Contractor will be responsible to obtain any other necessary permits not identified by the Engineer. Use of private homeowner land may require a Temporary Use approval. The Contractor is required to submit a Construction Methodology Plan (CMP) to Monroe County, including a Maintenance of Traffic (MOT) Plan (including a truck hauling plan) for approval prior to initiation of construction. Given the dense layout of the communities surrounding the project area, the Contractor shall be cognizant of the logistical limitations of dewatering the dredged material and transporting fill material in the space provided in the designated staging areas. Additionally, the Contractor shall be aware of the necessity to take care during the removal of the sediment 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. Florida-EWP Page 2 of 6 April 2019 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. Therefore, the contractor shall obtain a pre-bathymetric survey to compensate for any potential errors or lack of precision in the presented sediment volume and surface elevation information. The sequence of Major Activities are as follows: 1) Relocation of recreational vessels (if needed) 2) Inspection of the canal for the presence of T&E species 3) Establishment of the dewatering staging area 4) Mobilization of the mechanical dredge to the project site at high tide 5) Installation of the turbidity barrier at the mouth of the canal 6) Mechanical dredging of sedimentation 7) Discharging of low turbidity effluent back into the canal 8) Disposal of dewatered dredge material 9) Sponsor monitoring firm will confirm that the contractor has dredged to the prescribed elevations as shown on the plans and specifications 10)Allow settlement of canal water to ensure turbidity at canal mouth does not exceed 0 NTUs above background. 11)Demobilization of dredge 12)Restoration of the dewatering staging area 13)Remove erosion and sediment control measures. III. MATERIAL TO BE REMOVED The material to be removed is generally comprised of sand and silt. The Contractor shall complete physical and chemical analysis on the material prior to construction commencement to determine the most efficient and economical methodology for the removal and disposal of the material. The Contractor and Engineer will communicate on the quantity and location of the sediment to be analyzed to ensure it complies with all local, state and federal guidelines. IV. ARTIFICIAL OBSTRUCTIONS The Contractor shall identify all existing utilities on site before construction commencement to ensure no impacts. Additionally, the contractor shall identify and segregate all artificial obstructions within the canals that may impair the dredge equipment such as vegetative or construction and demolition debris. V. QUANTITY OF MATERIAL The Contractor shall independently estimate the sediment quantities to removed based on the pre-bathymetric survey, plans and the Contractor's independent site investigation of existing conditions. An initial estimate based on limited bathymetric data is shown in the Florida-EWP Page 3 of 6 April 2019 plans for each canal, however this figure should be used as guidance only; actual, estimated volume determination will be the responsibility of the Contractor. Prior to commencement of the sediment removal, the Contractor shall engage a licensed surveyor in the State of Florida to provide a 10-foot by 10-foot bathymetric survey grid of the project area. This will be classified as the pre-bathymetric survey data obtained by the contractor's surveyor. The Engineer will review this data and provide the Contractor with a proposed elevation for dredging limits based on the pre-Irma canal bottom elevations for the project area. The pre-Irma canal bottom elevations will be used as the controlling elevation for the specified area approved for sediment removal The Contractor shall take progress soundings or sweepings to verify compliance with plans, specifications and work plan. The Sponsor will use this data to verify that the Contractor does not dig below the pre-Irma canal bottom elevation. Contractor is responsible for quality control. Sponsor is responsible for quality assurance. On completion of the sediment removal, the Contractor shall engage a licensed surveyor in the State of Florida to provide a 10-foot by 10-foot bathymetric survey grid of the project area using the same locations of the pre-bathymetric survey. This survey data will be classified as the post-bathymetric survey data obtained by the contractor's surveyor. The post-bathymetric survey shall be compared to the pre- bathymetric survey to demonstrate that sediment has been dredged to the pre-Irma canal bottom elevations .as shown on the plans. The Contractor is allowed a +/- 6-inches dredging tolerance from the pre-Irma canal bottom elevations. As part of the Quality Assurance process, the quantity of volume removed will be compared to the pre vs. post bathymetric survey analysis and the calculated field volume by the monitor utilizing the capacity of the trucks/roll offs and percentage full of sediment. The volumetric analysis calculation between the pre versus post bathymetric survey, completed by the Sponsor, will be used as the method of measurement and payment. VI. ENVIRONMENTAL PROTECTION REQUIREMENTS 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. VII. DREDGE EQUIPMENT The Contractor shall utilize mechanical dredge equipment to remove the sediment. The Contractor shall be aware that removal rate may be constrained by the sediment dewatering rate and area and shall implement the appropriate equipment accordingly. Florida-EWP Page 4 of 6 April 2019 The Contractor shall maintain the plant, scows, combings, barges, pipelines, and associated equipment to meet the requirements of the work. Immediately repair leaks or breaks along pipelines. Immediately remove dredged material discharged in wetlands or other areas outside of the identified project area due to leaks and breaks. Removal of material shall bring the impacted area back to original condition and shall be conducted at Contractor's expense. Operations shall be immediately halted if a pipeline breaks or a leak occurs. Except where authorized in the plans and specifications, dredge pipelines or open ditches shall not block roads or Rights of Way (ROW) or otherwise interfere with access unless approved. VIII. DEWATERING OF EXCAVATED MATERIAL The Contractor shall implement a passive dewatering system. The passive dewatering system is dependent on the material consistency. The Contractor shall provide the Sponsor a dewatering plan for review and approval. It shall be noted that the final hauling weight of each load (load = sediment + truck + trailer) is not to exceed Standard Highway Loading rates or a gross weight of 11,000 ton/axle, whichever is less. The effluent from the dewatering system will be discharged back into the canal. The Contractor is required to operate the dredging and dewatering operations such that mandated permitted turbidity limits are not exceeded. The State turbidity requirements are 0 NTU increase above background levels in the Florida Outstanding Waters outside the canal mouth. The Contractor will make any required adjustments to the operations to ensure compliance with these limits. The monitor will measure the turbidity throughout the project to ensure compliance with permits using a Hach 2100Q portable turbidity monitor, or equivalent. IX. DISPOSAL OF EXCAVATED MATERIAL The Contractor shall provide for safe and legal transportation and disposal of dredged materials according to plans, specifications and quality assurance plan. The deposit of dredged materials in unauthorized places is forbidden. Spoil material inadvertently spilled on roads,public ROWs and private property shall be promptly removed and the area restored by the Contractor. The dredged material may not be disposed of under an unrestricted use scenario. Therefore, the Contractor shall provide their proposed method of disposal, dependent on the chemical analysis for the dredged material to Engineer and County for approval. The tentative final disposal locations are as follows: Landfill: South Dade Landfill 23707 SW 97th Ave Homestead,FL 33032 Florida-EWP Page 5 of 6 April 2019 Beneficial Reuse: Florida Keys Country Club 4000 Sombrero Blvd. Marathon,Florida 33050-0969 X. MEASUREMENT Surveys prior to Work 1. Prior to commencement of the sediment removal, the Contractor shall engage a licensed surveyor in the State of Florida to provide a 10-foot by 10-foot bathymetric survey grid of the project area. Surveys during Progress of Work 1. Preliminary checks of design depth will be determined by soundings or sweepings taken behind the dredge and barge as the work progresses. The Contractor shall take progress soundings or sweepings to verify compliance with plans, specifications and quality assurance plan requirements. Final Examination and Acceptance: 2. On completion of the sediment removal, the Contractor shall engage a licensed surveyor in the State of Florida to provide a 10-foot by 10-foot bathymetric survey grid of the project area. The post-bathymetric survey shall be compared to the pre- bathymetric survey to demonstrate that sediment has been dredged to the pre-Irma canal bottom elevations as shown on the plans. To assure excavation to the minimum depths, the Contractor is allowed a +/- 6-inches dredging tolerance from the pre-Irma canal bottom elevations so as to not impact hard bottom. • Florida-EWP Page 6 of 6 April 2019 • I E 2 I 3 1 4 i S 1 6 1 Agliikkiii .. lir likk,,, \',...." E GENERAL SCOPE OF SITE WORK 1` . FOR USDA NRCS EWP GRANT NO. NR184209XXXXCO27 ---it+ w���' SEDIMENT REMOVAL POST HURRICANE IRMA FOR ,.....,Ilk� �� - INFRASTRUCTURE MENTB \ IENVIRO MENT& 5815 NW IONS,INC. 10 RESIDENTIAL CANALS IN BIG PINE KEY, CITY OF MARATHON �i^r TEL LAKES,FL(305) L-STREET 98B AND VILLAGE OF ISLAMORADA PRELECTLOCAIN)IS 444 �''�— MONROE COUNTY, FLORIDA • B ATTENTION IS DIRECTED TO THE FACT TAT THESE PUNS NAY HAVE BEEN cHANGFD IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED MEN OBTAINING SCALED DATA. SHEET INDEX GOVERNING PROJECT DEVELOPMENT CODE: 1. SEDIMENT REMOVAL COVER SHEET I OA PAW 1 AND 2 MONROE COUNTY PLBUC WORKS MANUAL DATED SEPTEMBER 1983: 2. SEDIMENT REMOVAL - CANAL #148 - DSR5A - FLORIDAFLO KEYS NATONAOM416NE SMMa�CTUARYAL R(WINS)OTECTION(FOOT), 3. SEDIMENT REMOVAL - CANAL #157- DSR5A UNITED TNiNEE STATES OFF A"CONDRFPUCT,TH OF E MOST RESNI(USAGE):APPLIES. - 4. SEDIMENT REMOVAL - CANAL #257 -DSR5B 8 1,11111, 5. SEDIMENT REMOVAL - CANAL #268 -DSR5B 6. SEDIMENT REMOVAL - CANAL #269 -DSR5B CANAL LOCATIONS TABLE 7. SEDIMENT REMOVAL — CANAL #282 —DSR3 CANAL It LATITUDE LONGITUDE PRo 1 8. SEDIMENT REMOVAL — CANAL #293 —DSR3 __ m 148 LOWER MATECUMBE KEY 24.869326' -80.704148• 9. SEDIMENT REMOVAL CANAL #297 —DSR3 vac WO MONROE COUNTY 157 LOWER MATECUMBE KEY 24.852399' -80.73465D• HURRICANE IRMA - C 10. SEDIMENT REMOVAL - CANAL #299 -DSR3 IFG.EST 11. SEDIMENT REMOVAL - CANAL #300 -DSR3 257 MARATHON 24.697964• -81879708 EWP-PHASE III Q CANAL FOOTPRINTS SEDIMENT REMOVAL. 12. SEDIMENT REMOVAL DETAIL SHEET BIG PINE KEY (DSR#3) 268 MARATHON 24.691252' -81.079741' LOCATION MAP 269 MARATHON 24.691880' -81.081228' SPONSOR. 282 BIG PINE KEY 24.684035• -81.355360' IU "7 293 BIG PINE KEY 24.674409' -81.342066' - ® ® 297 BIG PINE KEY 24.673093' -81.340948' ® 299 BIG PINE KEY 24.672419' -81.340753'_ 300 BIG PINE KEY 24.671803' -81.339915' e ''�'".. SUNSHINE 811 CALL BEFORE YOU DIG I ® ' `W "' -'m 1-800-638-4097 L ISLAMORADA (DSR#5A) MARATHON (DSR#5B) I. CALL 1-800-638-4097 IWO FULL BUSINESS DAYS(BUT NOT MORE NAN FINE) BEFORE DIGGING TO FIND OUT WHERE BURIED FM;IUTIES(ELECTRIC,CAS, - LOCATION MAP LOCATION MAP TELECOMMUNICATIONS.CABLE WATER.SEWER)ARE LOCATED. 2. WAIT THE REQUIRED TIME FOR THE UTILITIES ON SITE TO BE LOCATED AND MARK, , ,, WITH COLOR-COOED PAINT,FLAGS OR STAKES AND CONFIRM THAT THE SITE 1A5 BEEN LOCATED. _CHECKED BY' _RH__. APPROVED BY: RH 3. RESPECT AND PROTECT THE MARKS DURING THE PROJECT,IF MORNS ARE DESTROYED,REQUEST A NEW LOCATE TICKET. DATE: 10/01/20TB, 4. DIG SAFELY,USING EXTREME CAUTION WHEN DIGGING WIININ 24 INCHES ON EITHER SHEET TITLE: AP R I L 2019 SIDE OF THE MARKS TO AVOID HITTING THE BURIED UTUTY LINES. A SEDIMENT REMOVAL COVER SHEET SHEET NUMBER: REV. p 1 OF 12 SHEET- OF SHEETS 1 I 2 1 3 I 4 I 5 I e I - :: \ R.,1,1,ns,., � I , 1 wood. , r as :+k \ . "1... /4..: 1 k282 DSRk3 BIG PINE KEYAtik ENORINFRA RMucTURE I . SOLUTIONS.INC. _ - 5845 NW 158TH STREET � M33014 TEL:I(305)5828,FL 5588 4 i - -- IFOEND r f- -� I'-_-{_.. `- (- - r///A PROPOSED SEDIMENT REMOVAL AREA I I !, POTENTIAL UPLAND STAGING AREAS - [__]MONROE COUNTY PARCELS,2010 .' aoeoo FLOATING TURBIDITY BARRIER • / I \ / / PROJECT / : I / / MONROE COUNTY C 4 / 1 V / f <'a e;o:«�e HURRICANE IRMA - EWP-PHASE III SEDIMENT REMOVAL Sediment Volume Sediment Removal Acummulation Post SPONSOR. Canal 9 D5R 9 Canal Area(Sq ft.) Area(Sq ft.) Irma(CY) — 282 BIG PINE KEY 3 84795.03 10985.9 610.33 C IIIIIIIIIIMIll 1,-, REVISIONS NO. DATE Br APPROVED B l-- NOTES. DESIGNED BY: OWE -T O. I)MEAN LOW LOW WATER(MLLW) ELEVATIONS REFERENCED FROM DRAWN BY: SYNC APPROVED SEDIMENT REMOVAL AREA NOM ODE STATION 8724201 I FGEND CHECKED NV: RH FROM STATION 5+50 TO 7+25 2)ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH CANAL BOTTOM PRE HURRICANE IRMA APPROVED BY: RH _N p, AMERICAN VERTICAL DATUM OF 1988(NAVD 88) SPATE: 10/01/20113 3)THE PROFILE IS JUST A REPRESENTATION OF THE IMPACTS POST HURRICANE IRMA SHEET TITLE: .. -:00. TO THE CANAL SnItM,IN SOME INSTANCES NOT ALL CANAL BOTTOM 5+Opp 0".00 7.,,.pp 0' 00 FINGER CANALS ARE REPRESENTED WITH A CROSS SECTION SEDIMENT REMOVAL A HOWEVER THE IMPACTS ARE TYPICAL WITHIN EACH SEGMENT HURRICANE IRMA CANAL 282 ' lwSEDIMENT REMOVAL AREA R - AND ARE PART OF THE EVALUATOR TO BE RESTORED. of 71 _, 0 ROSS—SECTIONDSR3 4)CONTRACTOR SHALL ENSURE TURBIDITY OUTSIDE CANAL IS 0 . V..MLLW ELEVATION(-1.27 NTU ABOVE BACKGROUND AT ALL TIMES DURING FT NAVD88) A%HEET NUMBER: REV./ CONSTRUCTION ACTMTY. 5)NO CORAL MANGROVE SEAGRASS OR HARD 80TTOM 7 OF 12 IMPACTS ARE PROPOSED FOR THE SEDIMENT REMOVAL SHEET OF SHEETS ACTIVITIES. 1 I 2 I 3 I 4 I 5 I 0 I I 1 2 I 3 L 4 1 5 1 6 i �I - ''` CANAL e293 - DSR#3 - BIG PINE KEY4 �� ,I Wood '�,IAI�-- t�Yv- r T EN‘GRONME �. n,y � b1 INFRASTRUCTURE 4,: rwd°/',rt , SOLUTIONS.INC. � R i. — '11 ;t I MMM SB4S NW 1SATF STREET + ,' i MIAMI LAKES,FL 33014 I I I ,. I TEL (sos)e26-5568 I ,- I • li I I . I. `DE'D + ' rsrl EST,, ,. OR aft r.FND APPROVED SEDIMENT REMOVAL AREA ., ? 'njR I C" I PROPOSED SEDIMENT REMOVAL AREA FRAM STATION 3+50 TEl 7+27 " P' I - I r ., ® I .-"f POTENTIAL UPLAND STAGING AREAS ,, I— -:._L p } 1 _i MONROE COUNTY PARCELS, 2010 L"""-'�+•---+�' _.:_..:-... —..00 FLOATING TURBIDITY BARRIER tvx:` C ; N. h enjei;) — PROF „ „>i .. MONROE COUNTY �a HURRICANE IRMA - a Sediment Volume EWP-PHASE III Sediment Removal Acummulation Post SEDIMENT REMOVAL Canal M DSR B Canal Area(Sq ft.) Area(Sq ft.) Irma(CY) 293 BIG PINE KEY 3 39597.96 19403.1 2874.53 SPONSOR: a. 1111144.1.4110 -IAA 1 FUND 011110WIT PRE HURRICANE IRMA CANAL BOTTOM -3. POST HURRICANE IRMA CANAL BOTTOM <t b� PaavEO HURRICANE IRMA 11-IRI 119u�u urn ®-T SEDIMENT REMOVAL AREA -SA, A Ian I�iliTanan nan—Iwfili�'i�ii --4 'If-1-''�I� I%II I n.- Ilan I? MLLW ELEVATION(-1.27 6D' 11i1 II- rn 1 n I 1- n A.I 1 I) M FT NAVD88) 1 �111 I I1 I-1I'l 1nI II-1[- I NOTES)MEAN LOW LOW WATER(MLLW) II 7 I 1111 n 1-n-IIn 1-11� ELEVATIONS REFERENCED FROM - � _ NOM POE STATION 8724201 ‘ =HAI n M=01— anon W— na - TEL 1 ,, d I I I I- I n n-I II—n— ,, T 2)ELEVATIONS SHOWN HEREON ARE RELATIVE TO THI DEIGNED BY GWC _ 11 �I IV ID- W-W+�I NORTH AIERICAN VERTICAL DATUM OF 1988(NAVD DRAWN BY. GWC • ,Ilal I II tl -All!. nai anon I �IU 8B) CHECKED BY PH o o. _,11 'a�lal A n an!.i go.14I1 I o I 11. II II Ilan- " APRPovED er RH II-IIII II- 3)THE PROFLE IS JUST A REPRESENTATION OF THE 2--, rM -II O� ,'—I1 Jn ,1 DATE'. 1L,/Di/2DIB —„' IMPACTS TO ME CANAL SYSTEM,IN SOME " II- INSTANCES NOT ALL FINGER CANALS ARE SHEET TITLE. q2„I �n+III REPRESENTED WITH A CROSS SECTION HOWEVER 411 I�n=11 y APPROVED SEDIMENT REMOVAL AREA ME IMPACTS ARE TYPICAL WRHIN EACH SEGMENT -13� 1 -n laiav� FROM STATION 3+50 TO 7+27 AND ARE PART OF THE EVALUATION TO BE SEDIMENT REMOVAL A - RESTORED' CANAL #293 - _aIr n -IA0'11W 1 4)CONTRACTOR SHALL ENSURE TURBIDITY DSR3 , I ' lei J.000 4•��00 ®Sr R00 6.i,.00 ).i,00 T. .00 OUTSIDE CANAL IS 0 NTU ABOVE BACKGROUND AT R O(`<`—S E!^T T O A ALL TIMES DURING CONSTRUCTION ACTNRY. J J J L. 11 �V SHEET NUMBER I REV p S)NO OMRSGEE, POSEDS,OR HMO BOTTOM IMPACTS PRE PROPOSED FOR THE 8 OF )2 f SEDIMENT REMOVAL ICTMTIES. SHEET OF SHEETS , I I 2 I 3 I 4 I 5 I 5 I I 1 2 I. 3 1 4 1 5 1 6 1 --- I 1 1. y� rk.. >, �- too 1a N. w>@6°Y+ ;m i t CANAL #297 DSR#3 —BIG PINE KEY! -� wood. I # � I s 1 INFRAsmuCTURE :..�._ �. ° sotunoes,INC . i ,, 1 ., MIAM NW IS6TH STREET ,4•�"- ..... " MIAMI LAKE$•FL 3}014 na7,d. t - TEL 26-5588,-' (SOS)e ty, �_--� Yi;B: bt. i B Mr• , III 4. { k(APPROVED SEDIMENT REMOVAL PREP I.. '"' ," — t FROM SIP([IN 3+30 I[i 4+42 ) `. H•., I -.1 Frcun _..:. _,I :aua ( r)///'I P DIMENT REMOVAL AREA — —: i - ROPOSED SE ——-IT—— ——'T®POTENTIAL UPLAND STAGING AREAS kr •. MONROE COUNTY P RCELS 10 0Pr '� ,,,:. e. ,� =moo FLOATING TURBIDITYATRI ,, ER20 a I +� — T_—— — •+54h — PROJECT. 4c, I I MONROE COUNTY `k`` B _ HURRICANE IRMA- r � EWP-PHASE III C Sediment Volume SEDIMENT REMOVAL Sediment Removal Acummulation Post Canal# DSR# Canal Area(Sq ft.) Area(Sq ft.) Irma(CY) SPONSOR: 297 BIG PINE KEY 3 19962.11 4151.4 153.76 -z.o I FC,FND - PRE HURRICANE IRMA CANAL BOTTOM %. POST HURRICANE IRMA REVISIONS _4 CANAL BOTTOM co. DATE BY .vvpw[o B -s ......_ __ HURRICANE I r .o SEDIMENT REMOVALRMA AREA , ti MLLW ELEVATION(-1.27 -- -A, FT NAVD88) NOTES: -7 '0 1)MEANIR LOW LOW WATER(MLLW)ELEVATIONS REFERENCED ..... ON NOM TIDE STATION 8724201 1_ _B0 DESIGNED BY: GWC 2)ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE DRAWN BY: GWC APPROVED SEDIMENT REMOVAL AREA NORTH ANERICAN VERTICAL DATUM OF 1988(NAYS BR) CHECKED BY: RH _90 FROM STATION 3+30 TO 4+42 _ 3) R 5 T STTI BY: RH t.s-Fen IMPACTS THEPRO TOIE THE CANALJUSA mREPREltM,INEN A SOMEON OF INSTANCESTHE ,PATE: 10/01/2018 T ET SHEET TITLE:.E:-10. WCNORTOSTHINASLLEASTOGESNREGHMCOANWEALSANRARDTHEARE REIEMPPPRARAECSETTSNOTEDRTEHWIPICALA A EVALUATION TO BE RESTORED. SEDIMENT REMOVAL -11 0. O. 4. 00 4.4 00 4)CONTRACTOR SHPLL ENSURE TURBIDITY OUTSIDE CANAL CANAL #297 - IS 0 NTU ABOVE BACKGROUND AT ALL TIMES WRING DSR3 e R O S S SECTION CONSRIUCM N ACTIMtt. 1 rr 6)NO CORAL,MANGROVE,SEACRASS,OR HARD SHEET NUMBER: REV. q BOTTOM IMPACTS PRE PROPOSED FOR THE SEDIMENT RENOVAL ACTIVITIES. 9 OF 1 2 SHEET OF SHEETS 1 1 2 I 3 I 4 I 5 I 6 I • 1 I. 2 I 3 1 4 1 3 I 6 1 1 J ,a,., a.;�. _ 0 a; o Hsu '1 1 lit CANAL 4299 — DSR43 — BIG PINE KEY _� wood. ** II ENVIRONMENT h 1 E\11/ INFRASTRUCTURE'® SOLU71 INC. 5845 NW 1581587H STREET MIAMI LAKES,FL 33014 �.. ....> ,.,..'.'l..n o- TEL: (305)826-5588 I > o I j�, \ APPROVED SEDIMENT REMOVAL AREA .4 I FROM STATION 4+50 TO 6+204 rr 1 � ' 'StVx I ( { I T * IFGFNN y, I -'I PROPOSED SEDIMENT REMOVAL AREA ,. __ __ ) C I POTENTIAL UPLAND STAGING AREAS ����q�� E__ MONROE COUNTY PARCELS, 2010 -- ''rW/A.'7JU.1i I'- d �, °0000 FLOATING TURBIDITY ABARRIER it 4104 6 4 PROJECT: I 1 I I * - ,C `. * k X .I A*I I =lib HURRICANEOIRMAY y EWP-PHASE III Sediment Volume SEDIMENT REMOVAL Sediment Removal Acummulation Post Canal# DSR# Canal Area(Sq ft.) Area(Sq ft.) Irma(CV) SPONSOR: 299 BIG PINE KEY 3 24435.77 5356.8 396.80 LEGEND •' o.Do PRE HURRICANE IRMA r - CANAL BOTTOM - - tau- - POST HURRICANE IRMA CANAL BOTTOM REVISIONS No' DATE 9v APPROVED 6 -2.00- - HURRICANE IRMA -_------_- I11t'-iG J1:I SEDIMENT REMOVAL AREA aoo- _ y MLLW ELEVATION(-1.27 � _ 11__ ET NAVDBB ICI I I I-1 1 1—I —111—I11'—I NOTES: ) . -AO0- J11.--- 1I17--111j—�1—I�II�I11LI— 1)MEAN LOW LOW WATER(NUM) I1=11-==1I1=1 111llIJ_T_=Ijj'jI—I1II —1111I—I = ELEVATIONS REFERENCED FROM NOM TIDE — -5o. _�,��1=ll =1 I�L-.W�1-1 L( ,LI STATION 8724201 ... _ 2)ELEVATIONS SHOWN HEREON ARE DESIGNED BY ,WC RELATNE TO THE NORTH AMERICAN WC -60D- - VERTICAL DATUM OF 1988(NAND 88) CHECK BY: 1 G _ CHECKED BY: RH a- - 3)THE PROFILE IS JUST A REPRESUNTAIIDN '� ED RM -)DD- APPROVED SEDIMENT REMOVAL AREA - OF THE BAPACTS TO THE CANAL SYSTEM, DATE: 10/01/2018 FROM STATION 4+50 TO 6+20 - IN SOME INSTANCES NOT Alt FINGER 9�- CANALS ARE REPRESENTED WISH A SHEET TITLE: CROSS SECTION HOWEVER THE IMPACTS A ";"^ ARE TYPICAL WITHIN EACH SEGMENT AND SEDIMENT REMOVAL - -9.Otr— R STOPRED.ART OF THE EVALUATION TO BE CANAL #299 - P.mOo 5.ob.00 6.06.00 6•2.00 4)CONTRACTOR SHALL ENSURE DSR3 n ® RNSS—SECTION TURBIDITY OUTSIDE CAT AGOVE BACKGROUND ALL TWOS WRING SHEET NUMBER REV / o CONSTRUCTION ACTMTY. ' "" 5)NO CORAL.MANGROVE.SEAGRASS,OR 10 OF 12 HARD BOTTOM IMPACTS ARE PROPOSED FOR SHEET OF SHEETS THE SEDIMENT REMOVAL ACTIVTIES. I I 2 I 3 I 4 I 5 I 6 I • I 1 2 I 3 1 4 1 5 1- B 1 j 3r. y1%'x '' bi wx 0 �. 1 Tr wood. 11 I I )'" +«�1 _ ENVIRONMENT& I Ifim INFRASTRUCTURE SOLUTIONS,INC. 5845 NW 1561H STREET MIAMI LAKES,FL 03014 J .. „. .. ..:r TEL (305)826-5588 E_T____ NV/ \ , 1 �' .. .,,APPROVED SE➢IMENT REMOVAL AREA , FRUM STATION 4+00 TO 4+75 -CANAL #300 -' DSR43 BIG PINE KEY ��� — �, .g, t. I FEE ND _ i# I ','�PROPOSED SEDIMENT REMOVAL AREA — ___ ___ _ _1_ '„ =' — — ._l POTENTIAL UPLAND STAGING AREAS — - Y —1 . , _ 2010 o p11-9 0.1.'J-{.1.1 'A ' V, .'.1T� Jf :.., ,,, VDD a0000 FLOATINGBARRIER r__ T —-- —-�— TURBIDITY ( y T � PROJECT �� � , I � � MONROE COUNTY ak- _.. wo.. :-- l ... HURRICANE IRMA - EVVP-PHASE III Sediment Volume SEDIMENT REMOVAL Sediment Removal Acummulation Post Canal# OSR# Canal Area(Sq ft.) Area(Sq ft.) Irma(CY) SPONSOR: 300 BIG PINE KEY 3 22435.75 3507.73 649.58 n 00 I FGEND _1 PRE HURRICANE IRMA CANAL BOTTOM ` _p, POST HURRICANE IRMA _ �. CANAL BOTTOM 111 1 i" --- HURRICANE IRMA REVISIONS III. I' -'1 SEDIMENT REMOVAL AREA Ho. DATE er 00*000o B -4. 111AI I11I- ti MLLW ELEVATION (-1.27 II III- 1 FT NAVD88) 5 :..III 11 NOTES: i! 1)MEAN LOW LOW WATER(MLLW) il --I 11-T ELEVATIONS REFERENCED FROM 1/ NOM TIDE STATION 8724201 1 i'..I 2)ELEVATIONS SHOWN HEREON ME _ RELATIVE TO THE NORTH MERICAN -7.0 14,1 II �/ VERTICAL DATUM OF 1988(NAND 88) DESIGNED BY GWC \111 I/ DRAWN BY. GWC '1 3)THE PROFILE IS JUST A REPRESENTATION CHECKED BY: RH -80 OF THE IMPACTS TO THE CANAL SYSTEM, APPROVED 8T: RH IN SOME INSTANCES NOT ALL FINGER �. 10/01/2018 CANALS ARE REPRESENTED WITH A CROSS �' J -RVT APPROVED SEDIMENT REMOVAL AREA SECTION HOWEVER THE IMPACTS ARE FROM STATION 4+00 TO 4+75 TYPICAL WITHIN EACH SEGMENT AND ARE SHEET TITLE: PART OF THE EVALUATION TO BE """ -IOC RESTORED. SEDIMENT REMOVAL A 4)CONTRACTOR SHALL ENSURE CANAL #300 — _II. TURBIDITY OUTSIDE CANAL 15 0 MN DSR3 0- •. .o A .00 ABOVE BACKGROUND AT ALL TIMES DURING ♦ CONSTRUCTION ACwVITY. SHEET NUMBER: REV A. I , , i I ROSS—SECTION41.1 5)NO CORAL,MANGROVE,SEAGRASS.OR „ HARD BOTTOM IMPACTS ARE PROPOSED FOR 11 OF 12 THE SEDIMENT REMOVAL ACTIVITIES. -.. SHEET OF SHEETS I I 2 I 3 I 4 I 5 I I I 1 L 2 1 3 J 4 1 5 1 6 E wood. EXISTING SEAWALL EXISTING SEAWALL EITHER CONCRETE EITHER CONCRETE ENVIRONMENT& OR EARTHEN OR EARTHEN INFRASTRUCTURE SOLUTIONS,INC. 5845 NW 158TH STREET MIAMI LAKES,FL 33014 TEL: (305)826-5588 ti D MEAN LOW WATER ELEVATION IIIIlIII -IIIllllll III 111 POST HURRICANE IRMA GRADE 11 I IIII111=111L �ifiI Ill OF CANAL BOTTOM III-1l1-l11-I1I-III-II- HURRICANE IRMA PRE HURRICANE IRMA.GRADE SEDIMENTATION IMPACTS OF CANAL BOTTOM • BEFORE CONSTRUCTION PROJECT: MONROE COUNTY D HURRICANE IRMA- EWP-PHASE III SEDIMENT REMOVAL EXISTING SEAWALL EXISTING SEAWALL SPONSOR: EITHER CONCRETE EITHER CONCRETE OR EARTHEN OR EARTHEN - r • REVISIONS NO. EWE BY APPROVED B MEAN LOW WATER ELEVATION PRE HURRICANE IRMA GRADE OF CANAL BOTTOM DESIGNED MY: OWE AFTER CONSTRUCTION DRAWN BY: GWC CHECKED BY: RH APPROVED BY: RH DATE: 10/01/2018 SHEET TITLE: SEDIMENT REMOVAL A DETAIL SHEET NAME OF REACH:FLORIDA KEYS CANALS /SHEET NUMBER: REV.# 12 OF 12 SHEET OF SHEETS 1 1 2 1 3 1 4 1 5 1 6 1 EXHIBIT B-1 Estimated resource allocation and 30 day estimate for DSR#3 00•00O'cEv$ Tacos 00'000 'oT$ V/N V/N V/N IMOM L00 Srd'I MTV S XSAAif S 09 S LIS oo'000 'oZT$ E X oZ 00'000Z$ arch eNiuSsv'MSa arivZdn 900 00'000 '09$ 009 00.00T$ az uail2IVs AJIalSuns coo 00'000'0Z$ KEN V/N vim aaa ONIddii r00 0INSS2TV ON oo'000 's 000'T 00'sf7$ AO S2TOdSNK2is £00 zPanoklau JNHIATICMS 00.0001ogT$ 000 'T oo'osi$ X0 OI'IfVQZTXII-NON ZOO 00'000 '0E$ T 00'000'OE$ Sri NOIIVZ I'll SON TOO X.LT.LNxn0 'I727,LO,L ITS Lni 'Isa s-LVz f ,LTNIl ITNIl NO_TIcTT T3Sal # 00£`£6Z'66Z :HDIMIHS Hai QaLVIdTDIINIV S'IV.IV3 .LSa9aaU.LN1WN9ISSV?ISV.L 6I0Z/I£/80-610Z/I0/LO £ :HSU sNI9aa as / TVAONaH siusaa IYNV'J XSMnoD sO MON • -�1 ADVEN-1 OP ID:GB ACORO" CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) �� 02/13/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 504-486-5411 CONTACT NAME: Gail Boudreaux Accessible Marine Insurance PHONE 504-486-5411 I FAX 504-482-1475 1145 Robert E Lee Blvd (AIC.No,Ext): (AIC,No): New Orleans,LA 70124 E-MAIL gait@ami-ins.com Eric S.Green INSURER(S)AFFORDING COVERAGE NATO# _INSURER A:StarNet Insurance Company AN URED INSURER B: dventure Environmental Inc. Gregg Tol in INSURER C 12895 SW 87th Ave. Miami,FL 33176 INSURER 0: INSURER E: _INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTRJNSDr100/0 IMMIDDMYY1 (MMIDD/YYYY ' A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS•MADE X OCCUR BOUM-A-18-2110 08/1512018 08/15/2010 DAMAGETORENTED 50,000 X X PREMISES(Fa occuRence} $ MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT -f APPLIESPER: GENERAL AGGREGATE $ 2,000,000 X POLICY ' LOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER: $ AUTOMOBILECOMBINED SINGLE LIMIT LIABILITY $ (Fa arjdppl) — ANY AUTO ApPIO\ED i�J'�NT BODILY INJURY(Per person) $ OWNED SCHEDULED BY _ AUTOS ONLY AUTOS BODILY INJURY(per accident) $ HIRED NON•OWN D �A� PgOPERTY pAMAGE —.AUTOS ONLY —AUTOS ONLY WAIVE u� (Per accident) $ 5 UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTIONS $ WORKERS COMPENSATION PER STATUTE 0TH AND EMPLOYERS'LIABILITY Y/N ANY PRIOPRIETO JPARLNERDE?ECUTIVE NIA E.L.EACH ACCIDENT $ Mandatory m NH) EL.DISEASE-SA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A M.E.L. x BOUM-A-18-2110 :08/15/2018 08/15/2019 M.E.L. 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Certificate holder shown as additional insured with waiver of subrogation in their favor as required by written contract as respects insured's operations.Waiver of subrogation in favor of certificate holder as respects M.E.L. CERTIFICATE HOLDER CANCELLATION ' MONRO06 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Monroe Couonty BOCC ACCORDANCE WITH THE POLICY PROVISIONS. 1100 Simonton St Key West,FL 33040 AUTHORIZED REPRESENTATIVE I 447,"`aGES ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD • NOTEPAD Adventure Environmental Inc. ADVEN-1 PAGE 2 INSURED'SNAME OP ID: GB Date PAGE Marine General Liability (Diving Operations) : - Marine General Liability Coverage Form - Shipreparier's Liability Endorsement - Traveling Workmen Endorsement - In Rem Endorsement - Combined Single Limit Endorsement - Special Conditions Endorsement for Diving Contractors: (maximum allowable diving depth - 50ft) Maritime Employers Liability: - Maritime Employers Liability Coverage Form - Transportation, Wages, Maintenance & Cure - Notice of Cancellation: 30 days (10 days for non-payment of premium) - Death on the High Seas Clause - In Rem Liability - Blanket Waiver of Subrogation - AIMU Extended Radioactive Contamination Exclusion Clause - AIMU Chemical, Biological, Bio-Chemical, & Electromagnetic Exclusion - AIMU U.S. Economic and Trade Sanctions Clause - AIMU Cyber Exclusion Clause - Terrorism Exclusion and Marine Buyback Endorsement - TRIA Exclusion Endorsement General Condition Endorsements applicable to both MGL and MEL: - Punitive Damages Exclusion - Blanket Additional Insured / Loss Payee / Waiver of Subrogation - Blanket Primary / Non-Contributory - Nuclear Energy Liability Exclusion Endorsement - AIMU Extended Radioactive Contaminiation Exclusion Clause - AIMU Chemical, Biological, Biochemical & Electromagnetic Exclusion - AIMU U.S. Economic and Trade Sanctions Clause - AIMU Cyber Exclusion Endorsement - Oil Pollution Act Disclaimer Endorsement - Action Over Indemnity Buyback - Pollution Limitation Endorsement (72 hrs / 30 days) - Terrorism Exclusion and Marine Buybackk Endorsement - TRIA Exclusion Endorsement - Limits and Deductible are inclusive of Defense Costs (Including • Legal Fees and Expenses) ADVEN-1 OP ID:GB ,acoRO" CERTIFICATE OF LIABILITY INSURANCE DATE(INM/DD/YYYY) `-� 02113/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Accessible Marine Insurance Accessible Marine Insurance NAME: 1145 Robert E Lee Blvd IAICC. o.Extl:ONE 504-486-5411 (AIX,No):504-482-1475 New Orleans,LA 70124 AIL ADDRESS:gait@ami-ins.com Eric S.Green INSURER(S)AFFORDING COVERAGE NAIC II INSURER A:Capitol Specialty Ins.Company INSURED Adventure Environmental Inc. INSURER B:Great American Ins.Company 22136 Greg Tolpin 160 Georgia Avenue INSURER C: Tavenier,FL 33070 INSURER D: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER J_MMIDD/YYYY) JMMIDD!YYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE n OCCUR X X EV20190209-01 01/09/2019 01/09/2020 pREM SESO(Ea occu t nce) $ 50,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADVINJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY PROT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 • JEC OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO �t�Pfl ` � J ' I ENT 3Y Per acddent BODILYINJURY(Perperson) $ — ED !�ALL OWNED SCHEDULED � i BODILY INJURY $ _ AUTOS AUTOS � ( ) NON-OWNED DA I L. PROPERTY DAMAGE HIRED AUTOS AUTOS — WAI ER A E (Per accident)(101 eAMPAT- UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTIONS $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT $ B Cont.Equipment IMP 5305782-03 01/26/2019 01/26/2020 Scheduled 432,963 B Hull/P&I Liability OMH841008-07 10/12/2018 10/12/2019 P&1 Limit 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Certificate holder shown as additional insured with waiver of subrogation in their favor as requried by written contract as respects insured's operations. CERTIFICATE HOLDER CANCELLATION MONR005 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Monroe County BOCC ACCORDANCE WITH THE POLICY PROVISIONS. 1100 Simonton St. Key West,FL 33040 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD NOTEPAD Adventure Environmental Inc. ADVEN-1 PAGE 2 INSURED'SNAME OP ID:GB Date 02/13/2019 Contractors Pollution Liability: Insurer: Rockhill Insurance Company Policy#: ENVP007681-05 Policy Period: 01/09/18 - 01/09/2019 Claims Made Aggregate Limit: 2,000,000 Each Contractors Pollution Condition Limit: 2,000,000 Blanket Additional Insured/ Waiver of Subrogation Professional Liability: Insurer: Rockhill Insurance Company Policy#: ENVP007681-05 Policy Period: 01/09/18 - 01/09/2019 • Aggregate Limit: 2,000,000 Each Professional Services Incident Limit: 2,000,000 Commercial General Liability Conditions: Deductible Liability Endorsement Exclusion - Testing or Consulting Errors and Omissions Total Pollution Exclusion Endorsement Additional Insured - Owners, Lessees or Contractors - Scheduled Person or Organization Exclusion-Violation of Statutes that Govern Emails, Fax, Phone Calls or Other Methods of Sending Exclusion - Punitive or Exemplary Damages Amended Waiver of Subrogation Exclusion - Engineers, Architects or Surveyors Exclusion - Exterior Insulation and Finish Systems Exclusion - Professional Services Primary/Non-Contributory Coverage-Blanket - When req. by written contract Additional Insured - Managers or Lessors of Premises Toxic Drywall Exclusion Separation of Insureds Independent and/or Subcontractor Restriction Contractors Pollution Liability (Claims-Made) Conditions: Additional Insured - Owners, Lessees or Contractors (Broad Wording) Amended Waiver of Subrogation Toxic Drywall Exclusion Professional Liability Conditions: War or Terrorism Exclusion Additional Insured - Owners, Lessees or Contractors Hull & Machinery / Protection & Indemnity: Terms and Conditions applicable to All Sections: Severability Terms and Conditions applicable to Hull: A. I. Coastwise and Inland Hull Clauses Deliberage Damage (Pollution Hazard) Engines & Machinery - ACV / Limited Perils Only No Lay Up Warranty No Release to Tower Warranty Seaworthiness Clause Total Loss Hull Premium Earned Clause Vessel Stability Additional Insured as respects P&I NOTEPAD Adventure Environmental Inc. ADVEN-1 PAGE 3 INSURED S NAME OP ID: GB Date 02/13/2019 Terms and Conditions applicable to P&I: SP-38 Form Collision Clause including Tow & Extended Tower's Liability Collision Liability - P&I Extension Diving & Swimming Exclusion Food & Beverage Exclusion Health Hazard Exclusion Liability Limitation No Release to Tower Warranty P&I Crew Exclusion: Notwithstanding anything contained in the Protection and Indemnity Clauses herein to the contrary, it is understood and agreed that this Company shall not be liable for any loss, expense or claim to employees of the Assured, members of the crew, contractors or subcontractors Punitive/Exemplary Damages Exclusion Special Operations Exclusion Hull & Machinery / 3rd Party Protection & Indemnity (8) Sectional Barges Agreed Value: $60,000 3rd Party P&I: $1,000,000 • Policy Number: OMH 4016648-03 Policy Period: 07/02/2018 to 03/29/2019 Terms/Conditions (Hull & Machinery) AI Coastwise and Inland Hull Clauses Boom Clause - Named Perils / Weight Overload Deliberate Damage (Pollution Hazard) No Release to Tower Warranty Seaworthiness Clause Total Loss Hull Premium Earned Clause Vessel Stability • Additional Insured as respects P&I Terms/Conditions (3rd Party P&I) : SP-38 Collision Liability - P&I Extension Diving & Swimming'Exclusion Food & Beverage Exclusion Health Hazard Exclusion • Lift Exclusion Liability Limitation No Release to Tower Warranty P&I Crew - Crew is Excluded Punitive / Exemplary Damages Exclusion Special Operations Exclusion AI/LP: Mobro Marine, Inc. P. O. Box 986 Green Cove Springs, FL 32043 Contractor's Equipment: - Owned Equipment $432,963 - Leased/Rented Equipment any one item limit $200,000 - Leased/Rented Equipment all items limit $400,000