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CUMMINS I CEDERBERG Coastal & Marine Engineering Waterfront Adaptation at Jose Marti Park: Navigating around the North Shoreline United States Coast Guard Coordination Meeting March 24, 2021 www.CumminsCederberg.com Jose Marti Park (City of Miami) • Between Miami River & Little Havana • Provides open space, social services • Flooding due to sea level rise & king tides • Public outreach in planning & design Adaptive Redesign • Living Shorelines / Resilient Seawalls • Improved Public Access • Water Taxi Landing / Kayak Launch • Stormwater / Urban Heat Improvements CUMMINS I CEDERBERG Coastal & Marine Engineering Existing Shoreline's Proximity to Channel Jose Marti Park: C = 22' from channel D = 12' from channel DISTANCE Of NAVIGATIONAL CHANNEL TO STRUCTURE A.Y . 55' E.A F • 8 G. IT LEGEND EUAIOR LINE PARE EOWIOART LINE ❑E•EwaC frhE Luulir.Ev porn r.,u Adaptive Redesign for Jose Marti Park il. REIE 0. P1EA•W PM., s Err ITe EXIST 4G STRUCTURES • PROMO/Tv TO CHANNEL EDGE. "."P ."!;,,.+1,‘ AAP e." North Shoreline Existing Conditions — Sloped Revetment www.CumminsCederberg.com Date of Photograph 1973 1968 1951 Jove Marl' Park WisyvrivaI Aerial Overview Vessels in water 64 (average = 16) Vessels on land 15 (average = 3.75) 6 I - #4• 11.0 • *'1 • - . 4 4%. fe • �; 1-1114 !fp CUMMINS I CEDERBERG Coastal & Marine Engineering Butler Act Land - Formerly sovereign, filled pre-1957 - Now owned by City • Proposed Shoreline . . _ AVAILAIXE AREA 110210 VT N BUTLER .1 P.CEL III AvAJAeLr AnFo. evo A1' N\ .11 CUMMINS I CEDERBERG Coastal & Marine Engineering w sr. N BL-1 BL-2 E V 5 15 ig mr 3.ua L 312 s_.L B-5 Lake a, -7 as BORING SUMMARY SHEET Cpin= 118 1 PROJECT NAME: Proposed .eso Il art Park Adaptive Redesign PROJECT LOCATION: 351 SN 4th Avenue, Miami, Florida PROJECT NUMBER: 16870 DkAW I ar: NVF CHECKED EY: CLG DATE: 05127.2021I DRAWING 1NG NO. 2 Limestone Laver -3' to -6.5' NAVD M LW (-2' NAVD) ■' t r LEGEND Tara it I , 1 Limestone I w 1.7 Concrete Sifts,. Sand Sand M Limestone Fragment,. XStandard eneiration Test y Water Lever Nc a: Boring top ola Nations hasrb teen n_tirila_ad www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering Typical Section A BRICK PAVERS B- CGNC CURB 0 BE REMOVED; ITO BE REMOVED 0 ARTICULATING CONC BLOCK ARMED MATS (TO BE REMOVED; -15 Typical Section B 1U 0 Z 0 fr- -5 LU J LS1 -10 -15 EXIST GRADE --- r. 30 40 50 60 ±'0 MHW EL +40Y ULW EL -1 Or EL 4 NAVO 1-4' WATER I@ MUNI EL +2 5• (KING TIDE 20141 DISTANCE (FEETI BO 90 100 110 120 130 140 @RICE( PAVERS. 8' COMC. CURB IT© BE REMOVED) (TO BE REMOVED) EL r2 2 EL •2.5' (KING TIDE 2019) YAHIN EL .0 01' �- -- -- MLWEL-1Ar I1' SIDEWALK ARTICULATING CONC BLOCK ARMED MATS {TO HE REMOVEDI 1+� EXIST GRADE J 20 0 10 20 30 - 40 - 50 60 - 70 50 90 100 110 DISTANCE (FEET) DISTANCE (FEET) - - MHW Et KQ OE KALW EL_1orEL -rHAVO 1-1' WATER ®WWI NA A IONAL SPACE EL •2.5" {KING TIDE 20191 -- LEGEND 150 •' 1922 SHORE LINE EXIST MEWL HARBOR LINE BUTLER ACT PARCEL LIMIT CUMMINS I CEDERBERG Coastal & Marine Engineering First Iteration Submitted to Corps (North Shoreline) — Structures @ Channel Edge CIST 1>'E1 PROPOSED SECTIONS CP11 F. 22v34: 1`=G 11:i7:1' 17 15 www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering Corps' response to First Iteration of North Shoreline: 20-ft setback requested (applies to structures only) Untitled Map Write a description for your map_ Point C Legend Feature 1 Point w ww.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering Potential seawall @ MHW Adaptive Redesign for Jose Marti Park Concept #1: Mooring @ Seawall — Permitting Easy Button, No Navigation Consultation Required www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering FLOATING BOARDWALK SEAWALL 11" R4 Potential mooring @ structures setback 20' 1922 SHORE LINE EXIST MHWL r r r r a HARBOR LINE BUTLER ACT PARCEL LIMIT Proposed structures setback 10' (no mooring) Adaptive Redesign for Jose Marti Park Concept #2: Lumos Park -style mooring — Complies with Corps' 20-ft requested setback www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering Counter proposal: Second iteration (North Shoreline) Structures 10' setback from channel Cyr, Adaptive Redesign for low Marti Park CJAITIRS n rmUa PROTECT CHAWNEI Sf TRACK LIRE www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering PROPOSED VIEWING FIXED VIEWING PLATFORM N,523610.25 E1919311.93 TEMPORARY TURBIDITY CURTAIN 1E° KAYAI(LAUFiGRi SEAWALL AT /-4.0' NAV068 RETAINING WALL AT .4.IT NAV136111 ❑� N' 52356.7.E+7 F.919318.:� / N:523599,60 i 9.911317.64 PROPOSED FLOATING BOARDWALK. I3—TIER RAILING TO PROPOSED 12' STEEL BE INSTALLED) PIPE PILES MD C 5.„ IMIII1111111111111111111111111111111111111111111 PROPOSES41 EF GANGWAY RETCHING WALL AT +4 5' NAVD58 RETAINING WALL AT +6.0' NAVGSB N:523400. 70 E. 919369.93 N1523402.64 L-919369-39 15' RIVER W ALK WIDTH Second Iteration Submitted to Corps (North Shoreline) — Structures 10' Setback Channel PROPOSED FIXED VIEWING PLATFORM N: 523351.33 E: 9193E13.59 Fc-45D' RETAJNRIG WALL A7 PROPOSED 38 L F M.5 NAVDBB GANGWAY LEGEND a-MMM-raw 1922 SHORE LINE EXIST MHWL HARBOR LINE BUTLER ACT PARCEL LIMIT CUMMINS I CEDERBERG Coastal & Marine En ineerin • First Iteration: Structures @ Channel Edge Second Iteration: 10' Setback CUMMINS I CEDERBERG Coastal & Marine Engineering Second Iteration: 10' Setback First Iteration: Structures @ Channel Edge www.CumminsCederberg.com __-._-|C __ / __'__-__-_-_ Second Iteration: 10' Setback First Iteration: Structures @ Channel Edge CUMMINS I CEDERBERG Coastal & Marine Engineering PROPOSED TOE OF REVETMENT EXIST TOE OF REVETMENT (TO BE REMOVED) North Shoreline Retreat — Existing (red) vs Proposed Shoreline (grayscale) LEGEND 1 J Al EAST REVEThE1IT PRE PRAP PROP Pi -PATER PROP Fl. L 1lig Sion LINE EXIST MMM„ HMR$OR LICE wUUIf..NR ACT PAICEC. LIMIT • 111--W • • • • ■ • / ■ • • www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering 5 0 t r .J -10 -15 10 PROP WALL PROP PLANTER PROP RJPFiAP EXIST. REVETMENT (TO BE REMOVED) OP RIPRAP PROPOSED FLOATING BOARDWALK. /IT 10 STA 2•00 10 50 40 TO 50 90 100 110 110 DISTANCE ;FEET] CROSS SECTION 0 LEGRNP la at PROP WALL_\PROP PLANTER EXIST CURB ITO SE REMOVED) PROP RIPRAP J PROP RIPRAP EXIST REVETWNT (TO BE REMOVEII1 -So .Ia PROPOSE/3 FLOATING J BOARDWALK III N 1 -70 DISTANCE (FEET) CROSS SECTION 50 EXIST GRADE xs 101f 110 125 tali Floating Boardwalk encroaches 3.5' more seaward than existing revetment. 1/0 EXIST REVETMENT PROP RIPRAP PRiOP. PLANTER PROP. FILL 1922 SNORE UNE EXIST 4+♦4+tit HARBOR LINE BUTLER ACT PARCEL uYIT www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering PRI1POSED EWE r AO- sor — r — y 1922 SHORE LINE EXIST MHWL HARBOR LINE BUTLER ACT PARCEL LIMIT Proposed change to Center Shoreline seawall per Corps' Request — No further seaward than existing seawall corner www.CumminsCederberg.com CUMMINS I +CEDERBERG Coastal & Marine Engineering . 4 !i. JL��r_r�rt aira'R al�rJ.1 'A ritio MOr EXIST ITEVETNENT MAP fuaww PROP PLY,. MP' FILL 1eu+soRwa BUTLER MTPARCEi WIT Adaptive Redesign for lose Marti Park Potential change to North Shoreline — Toe wall, structures setback 13.5' from channel (New Third Iteration?) www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering Newly Permitted Slips at/in Channel • Slips can encroach into channel setback, structures cannot • Slips and rafted vessels clog Miami River • Seaspice Example: https://m.youtube.com/watch?v=SgjWolz kXk&feature=youtu.be • Tug captains become proxy enforcer of permit conditions prohibiting rafting • COM/James L. Knight Convention Center water taxi slip • Permitted with slip at channel edge (2020) • SAP (southerly neighbor to JMP) slips/structures proposed (est. 2021?) www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering Rafted Boat Biocking Cargo Ship On Miami River Seaspice Brasserie & Lounge www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering Rafted Boat Blocking Cargo Ship On Miami River ANTILLN. AN11LLEAN lTILLEAN uN-, Seaspice Brasserie & Lounge IP{ • www.CumminsCederberg.com MMINS I CEDERBERG oastal & Marine Engineering Rafted Boat Blocking Cargo Ship On Miami River www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering 2020 permitted water taxi slip @ James L. Knight Center at channel edge. SEE SHEET 12 FOR CONTINUATION FILL SPACE WITH 057 STONE, TYP , PROPOSED STEEL SHEET PILE, TYP. /./+ PROPOSED 14" SQUARE CONCRETE BATTER PILE 9.5 FT. 0.C. PROPOSED MOORING STRUCTURE PROPOSED 489' L.F. CONCRETE CAP 24. CLEATS PROPOSED 50' VESSEL SLIP N-2 55'x20'-1,100 S.F. SEE SHEET 10 — APPROXIMATE LOCATI©N OF 12'4 OUTFALL FEDERAL NAVIGATION CHANNEL EDGE LINE PROPOSED SS SAFETY LADDER, TYP. N 54- jf {. rmii!lumIFrr IJ_.7405i1.1I111. EMI:-I•'1�: TABLE OF BOAT SLIP SIZES SUP N SLIP VP Dr, SLIP LENGTH N-1 24 77' 14-2 20' 55' FOR CONTINUATION 'iuuihcas4 Dist LE IN FEET nom www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering Final Thoughts • Case -by -case setbacks in Miami River • Proposed setback with no mooring is an equitable solution • Allows City to activate their submerged land • Acknowledges other recent permitting actions • Prevents constriction by moored vessels @ Jose Marti Park • Water depth/limestone limits vessel navigation outside of channel • Better alternative than 16 slips • City committed to only 1 slip at JMP by pool notch www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering Danielle H. Irwin dirwin@CumminsCederberg.com 904/537-5013 CUMMINS I CEDERBERG Coastal and Marine Engineering March 25, 2021 72900 Mr. Scott Woolam, Bureau Chief of Survey and Mapping FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF STATE LANDS 3900 Commonwealth Blvd Mail Station 105 Tallahassee, Florida 32399-3000 Sent via e-mail: Scott.Woolam@FloridaDEP.gov RE: DIVISION OF STATE LANDS LAND SWAP PROPOSAL FOR JOSE MARTI PARK, LOCATED AT 351 SW 4TH AVENUE, CITY OF MIAMI, MIAMI-DADE COUNTY, FLORIDA Dear Mr. Woolam: This is to respectfully submit, on behalf of the Applicant, City of Miami (City), a proposal for a land swap between the State of Florida via the Division of State Lands (DSL) and the Applicant at Jose Marti Park located at 351 SW 4tn Avenue, City of Miami, Miami -Dade County, Florida (Project). The Project is on the southwest bank of the Miami River and is part of the Biscayne Bay Aquatic Preserve. The following provides a summary of the proposed land swap. Jose Marti Park (Park) is a City -owned park subject to flooding from king tides where the City is pursuing waterfront improvements to (1) adapt the shoreline of the Park to be more resilient to today's nuisance flooding and future sea level rise, (2) improve activation of the waterfront, and (3) provide greater community access to the water. To facilitate the design and permitting proposed improvements, 21,903 square feet of land was claimed by the City of Miami under a 1957 Butler Act Disclaimer (No. 42113 (6815 - 13)). An additional 342 square feet of land at the Project site that is located waterward of the Butler Act boundaries is needed to accommodate both the existing condition of fill onsite and the currently proposed design (refer to the attachments). The City is offering the State a trade using a portion of the open water Butler Act land at a 2.5 to 1 exchange rate. The 342 square feet requested in the land swap is comprised of three (3) areas which are as follows: 1. Land Swap Area # 1: 133 sq. ft. on the northern shoreline to accommodate the existing and proposed seawall stabilization next to the proposed kayak launch 2. Land Swap Area #2: 61 sq. ft. on the central shoreline to accommodate the waterward advancement of the existing seawall to alleviate an existing pedestrian pinch -point in the proposed Riverwalk around the existing upland structures. Cummins 1 Cederberg South Miami • Fort Lauderdale • Jupiter • Tallahassee Phone: +1 305 741 6155 • Fax: +1 305 974 1969 info@CumminsCederberg.com • www.CumminsCederberg.com 72900 Jose Marti Park Land Swap March 25, 2021 Page 2 3. Land Swap Area #3:148 sq. ft. on the central shoreline, just south of Area #2, also to accommodate the waterward advancement of the existing seawall to alleviate the pinch -point in the Riverwalk around the upland infrastructure The Applicant would like to propose swapping an area of the Butler Act claimed land in order to obtain the three areas mentioned above. The Butler Act land is described in 3 parcels (refer to attached) and is excluded from the Biscayne Bay Aquatic Preserve. Only Parcel II and Parcel III are over open water. The area proposed as trade is Parcel III (869 square feet), which would result in a ratio of exchange from the City to the State of approximately 2.5:1. Legal descriptions of the Land Swap Areas will be provided under separate cover. To help meet the public interest test, the Applicant is willing to accept a deed restriction will be applied to the exchange parcels limiting the use of the swapped land to public park use only. The Applicant also understands that the Land Swap Area are those used for non -water dependent improvements (i.e., shoreline fill and armoring) and that any water dependent use areas (i.e., kayak launch, observation platform, floating boardwalk) are required to be included in a sovereign submerged lands lease. A submerged lands lease application is being pursued through the SFWMD permitting already underway (Application No. 200714- 3879). We can provide copies of the proposed waterfront design plans at your request. Please find the following items attached: — Proposed Land Swap Areas & Overview Presentation — Butler Act Land Survey with Parcel III's legal description Thank you for your review of this Jose Marti Park land swap proposal. Should you have any questions or require additional information, please do not hesitate to contact me at 850-852-0095 or dirwin@cumminscederberg.com. Sincerely, CUMMINS CEDERBERG, INC. ( ;k1„,_ Danielle Irwin Director Cummins 1 Cederberg South Miami • Fort Lauderdale • Jupiter • Tallahassee Phone: +1 305 741 6155 • Fax: +1 305 974 1969 info@CumminsCederberg.com • www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering Waterfront Adaptation at Jose Marti Park FDEP Division of State Lands Land Swap Details March 24, 2021 Update CUMMINS I CEDERBERG Coastal & Marine Engineering City of Miami Land Swap Goals • Authorize current non -water dependent encroachment on state lands • Authorize proposed non -water dependent shoreline improvements encroaching onto state lands • Trade back portion of newly acquired Butler Act land • Respond to SFWMD RAI Land Swap Area of Interest 1 133 2 61 3 148 LEGEND 1922 SHORE LINE EXIST, MHWL HARBOR LINE BUTLER ACT PARCEL LIMIT www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering Northern Shore line Seawall/Kayak Launch BE REMOVE 11JI!II1111111]1U 1 Existing Shoreline Proposed Shoreline LEGEND 1922 SHORE LINE EXIST. MHW L HARBOR LINE BUTLER ACT PARCEL LIMIT www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering Land Swap Area of Interest 1 Description: • 133 SF of area waterward of the Butler Act line • Currently partially filled land (by decorative block stabilization), partially beyond MHW • Needed for the proposed seawall stabilization adjacent to kayak launch Proposed Scope of Work *For visualization purposes only, not exact area Photo — Current Condition www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering Central Shoreline Seawall SWAP AFtt iF INTEREST (61 SO FT fr 2.5" CONCRETE SEAWALL CAP (TO BE REMOVED) o C3 Ury 7irL 0 Existing Shoreline LEGENO 1922 SHORE LINE EXIST MHWL f-FARBOR LINE BUTLER ACT PARCEL LIMIT LAND SWAP ARE,, - OFINTEREST _ i61 SO FT 4*L3° Proposed Shoreline www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering Land Swap Area of Interest 2 Description: • 61 SF or area waterward of the Butler Act line • Currently open -water beyond MHW • Needed for advancement of seawall waterward of existing to alleviate pinch -point in Riverwalk by existing gazebo Proposed Scope of Work Photo — Current Condition *For visualization purposes only, not exact area www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering Land Swap Area of Interest 3 Description: Photo — Current Condition • 148 SF of area waterward of the Butler Act line • Currently partially filled land (by existing seawall), partially open -water beyond MHW • Needed to authorize existing & proposed fill & seawall by gazebo i4C) SWA+ F,NTFRFST *For visualization purposes only, not exact area Proposed Scope oWork www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering for Trade to State: Part III 869 sf (2.5:1 ratio) p hl if IF,Ae I CI Butler Act Land pdsting Shorelin oposed Shoreline PAOLEL II • AVAIL...RUE PM,. 11 • - II 01159 1-1. I N t Danielle H. Irwin dirwin@CumminsCederberg.com 904/537-5013 CUMMINS I CEDERBERG Coastal & Marine Engineering FLORIDA DEPARTMENT OF Environmental Protection Marjory Stoneman Douglas Building 3900 Commonwealth Boulevard Tallahassee, FL 32399 Memorandum To: Members of the Board of Trustees of the Internal Improvement Trust Fund of the State of Florida FROM: Callie DeHaven Director, Division of State Lands SUBJECT: Trustees' Disclaimer No. 42113(6815-13) CITY OF MIAMI, FLORIDA Miami -Dade County, Florida DATE: October 30, 2020 Ron DeSantta Governor Jeanette Nunn: Lt. Governor Noah Vatenstetn Secretary Through delegation of authority from the Board of Trustees (DSL-12), the above -referenced item was approved by the Division of State Lands on October 30, 2020. This delegation reads as follows: DSL-12: Deny Butler Act (Chapter 8537, Laws of Florida (1921)) disclaimer applications for dredged areas and prepare disclaimers for BOT execution in response to those applications that involve formerly sovereignty submerged lands filled in or permanently improved pursuant to the Butler Act, which are otherwise not controversial. In accordance with DSL 12, the Division of State Lands has prepared a Disclaimer as requested by the CITY OF MIAMI, FLORIDA, for three footprints of formerly sovereign submerged land pursuant to the Butler Act (Chapter 8537, Acts of 1921) and Section 253.129, Florida Statutes. An aerial photograph dated 1951 shows the improvement in place. The improved formerly sovereign submerged lands existed prior to the repeal of the Butler Act. Staff acknowledges the aerial photographs are sufficient evidence supporting the Butler Act claim. The date of repeal of the Butler Act in Miami -Dade County was June 11,1957. Attached please find the disclaimer for your execution. Once the disclaimer is fully executed, it will be provided to the applicant for recording in the public records of the county in which the property is located. Should you have any questions, please contact either Jody Miller or me at 245-2555. DC/jm Attachments CITY OFMIAM| JOSEMART|PARK MIAM|'DADECOUNTY PART1 /r�2onsq�Ft. PART ».r�Sq. Ft. CITY OF MIAMI JOSE MARTI PARK MIAMI-DADE COUNTY PART 1 17,266 Sq. Ft. PART 2 3.70 Sq't BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA DISCLAIMER No. 42113(6815-13) THIS DISCLAIMER made by and between the BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA, as Grantor, and CITY OF MIAMI, FLORIDA, a Florida municipal corporation, as Grantee; WITNESSETH, that the Board of Trustees of the Internal Improvement Trust Fund of the State of Florida pursuant to the provisions of Section 253.129, Florida Statutes, subject to any inalienable trust under which the State holds such Iands, has released, relinquished, surrendered and disclaimed, and by these presents does hereby release, relinquish, surrender, and disclaim to said Grantee, whose address is 444 SW 2'd Avenue, Suite #10, Miami, Florida 33130, its successors and assigns, any and all right, title or interest, in and to the following described parcel of land located in Miami -Dade County, Florida, to -wit: THE FOLLOWING THREE (3) PARCELS BEING A PORTION OF RIVERSIDE WATERFRONTS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25 AT PAGE 72 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS FOLLOWS: PART 1 COMMENCE AT THE CENTERLINE INTERSECTION OF SW 4TH AVENUE AND SW 2ND STREET; THENCE N 87°45'07" E ALONG THE CENTERLINE OF SAID SW 2ND STREET AND ITS EASTERLY EXTENSION, FOR A DISTANCE OF 25.00 FEET TO THE POINT OF INTERSECTION WITH THE EASTERLY RIGHT-OF-WAY LINE OF SAID SW 4TH AVENUE; THENCE N 02°14'53" W, ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID SW 4TH AVENUE FOR A DISTANCE OF 21.24 FEET TO THE POINT OF INTERSECTION WITH THE SOUTH LINE OF THE NORTH 20.00 FEET OF THE SOUTH 1/2 OF LOT 2B AS RECORDED IN SAID PLAT BOOK 25 AT PAGE 72 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY; THENCE N 87°43'50" E ALONG SAID SOUTH LINE OF THE NORTH 20.00 FEET OF THE SOUTH 1/2 OF LOT 2B AS RECORDED IN SAID PLAT BOOK 25 AT PAGE 72 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY FOR A DISTANCE OF 103.10 FEET TO THE POINT OF INTERSECTION WITH THE 1922 SHORELINE OF THE MIAMI RIVER AS PROVIDED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, SAID POINT ALSO BEING THE POINT OF BEGINNING OF THE HEREINAFTER DESCRIBED PARCEL; THENCE CONTINUE N 87°43'50" E ALONG SAID SOUTH LINE OF THE NORTH 20.00 FEET OF THE SOUTH 1/2 OF LOT 2B FOR A DISTANCE OF 27.63 FEET TO THE POINT OF INTERSECTION WITH THE 1951 SHORELINE OF THE MIAMI RIVER AS TAKEN FROM AN AERIAL IMAGE; THENCE ALONG SAID 1951 SHORELINE OF THE MIAMI RIVER AS TAKEN FROM AN AERIAL IMAGE, FOR THE FOLLOWING DESCRIBED SEVEN (7) COURSES; I) THENCE S 03'57'40" E FOR A DISTANCE OF 18.11 FEET; 2) THENCE S 24°02'21" E FOR A DISTANCE OF 101.78 FEET; 3) THENCE S 29°58'24" E FORA DISTANCE OF 101.95 FEET; 4) THENCE S 15°03'49" E FOR A DISTANCE OF 90.01 FEET; 5) THENCE S 11°12'48" E FOR A DISTANCE OF 64.76 FEET; 6) THENCE S 38°28'57" E FOR A DISTANCE OF 32.32 FEET; 7) THENCE S 48°34'41" W FOR A DISTANCE OF 29.45 FEET TO THE POINT OF INTERSECTION WITH THE 1922 SHORELINE OF THE MIAMI RIVER AS PROVIDED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, SAID POINT BEING POINT "A"; THENCE ALONG SAID 1922 SHORELINE OF THE MIAMI RIVER, FOR THE FOLLOWING DESCRIBED FIVE (5) COURSES; 1) THENCE N 25'39'01" W FOR A DISTANCE OF 24.82 FEET; 2) THENCE N 2693'54" W FOR A DISTANCE OF 230.01 FEET; 3) THENCE N 27°1703" W FOR A DISTANCE OF 46.39 FEET; 4) THENCE N 11°4816" W FOR A DISTANCE OF 48.78 FEET; 5) THENCE N 07°45'15" W FORA DISTANCE OF 77.09 FEET TO THE POINT OF BEGINNING. AND PART II COMMENCE AT THE ABOVE ESTABLISHED POINT "A"; SAID POINT BEING ON THE 1922 SHORELINE OF THE MIAMI RIVER AS PROVIDED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION; THENCE S 25°39'01" E, ALONG SAID 1922 SHORELINE OF THE MIAMI RIVER FOR A DISTANCE OF 34.82 FEET TO THE POINT OF INTERSECTION WITH THE 1951 SHORELINE OF THE MIAMI RIVER AS TAKEN FROM AN AERIAL IMAGE, SAID POINT ALSO BEING THE POINT OF BEGINNING OF THE HEREINAFTER DESCRIBED PARCEL; THENCE ALONG SAID 1951 SHORELINE OF THE MIAMI RIVER AS TAKEN FROM AN AERIAL IMAGE, FOR THE FOLLOWING DESCRIBED FOUR (4) COURSES; 1) THENCE N 51 °04'54" E FOR A DISTANCE OF 29.47 FEET; 2) THENCE S 36°54'58" E FOR A DISTANCE OF 106.74 FEET; 3) THENCE S 49°40'41" W FOR A DISTANCE OF 19.12 FEET; 4) THENCE S 52°41'49" W FOR A DISTANCE OF 16.74 FEET TO THE POINT OF INTERSECTION WITH THE 1922 SHORELINE OF THE MIAMI RIVER AS PROVIDED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, SAID POINT BEING POINT "B"; THENCE ALONG SAID 1922 SHORELINE OF THE MIAMI RIVER, FOR THE FOLLOWING DESCRIBED TWO (2) COURSES; 1) THENCE N 37°42'34" W FOR A DISTANCE OF 70.08 FEET; 2) THENCE N 25'39'01" W FOR A DISTANCE OF 37.62 FEET TO THE POINT OF BEGINNING. AND PART III COMMENCE AT THE ABOVE ESTABLISHED POINT "B"; SAID POINT BEING ON THE 1922 SHORELINE OF THE MIAMI RIVER AS PROVIDED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION; THENCE S 37°42'34" E, ALONG SAID 1922 SHORELINE OF THE MIAMI RIVER FOR A DISTANCE OF 14.87 FEET TO THE POINT OF INTERSECTION WITH THE 1951 SHORELINE OF THE MIAMI RIVER AS TAKEN FROM AN AERIAL IMAGE, SAID POINT ALSO BEING THE POINT OF BEGINNING OF THE HEREINAFTER DESCRIBED PARCEL; THENCE ALONG SAID 1951 SHORELINE OF THE MIAMI RIVER AS TAKEN FROM AN AERIAL IMAGE, FOR THE FOLLOWING DESCRIBED FOUR (4) COURSES; 1) THENCE N 54°57'38" E FOR A DISTANCE OF 33.67 FEET; 2) THENCE S 27°53'14" E FOR A DISTANCE OF 18.89 FEET TO THE POINT OF INTERSECTION WITH THE LIMITED ACCESS RIGHT-OF-WAY LINE OF INTERSTATE I-95 AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP FOR SECTION 87270-2425; 3) THENCE S 21°13'45" W, ALONG SAID LIMITED ACCESS RIGHT-OF-WAY LINE, FOR A DISTANCE OF 23.58 FEET; 4) THENCE S 53'17'42" W FOR A DISTANCE OF 10.22 FEET TO THE POINT OF INTERSECTION WITH SAID 1922 SHORELINE OF THE MIAMI RIVER AS PROVIDED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION; THENCE N 37°42'34" W, ALONG SAID 1922.SHORELINE OF THE MIAMI RIVER, FOR A DISTANCE OF 32.16 FEET TO THE POINT OF BEGINNING. Page 2 of 3 Trustees' No. 42113(6815-13) IN TESTIMONY WHEREOF, the members of the BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA have hereunto subscribed their names and have caused the official seal of said BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA to be hereunto affixed in the City of Tallahassee, Florida, an this the day of A.D., 2020. (SEAL) BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA APPROVED S (O' ' & LEGALITY By: D Attorney This instrument Prepared by Jody Miller Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Page 3 of 3 Trustees' No. 42113(6815-13) RON DESANTIS GOVERNOR ASHLEY MOODY ATTORNEY GENERAL JIMMY PATRONIS CHIEF FINANCIAL OFFICER NICOLE FRIED COMMISSIONER OF AGRICULTURE As and Constituting the BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA 1. Originator 2. Bureau Chief 3. Legal 4. Deputy Director 5. Director DEPARTMENT OF ENVIRONMENTAL PROTECTION DELEGATION OF AUTHORITY ACTIONS If Applicable: Dele#ation Type and Number Specific SL No. 12 Project Name: CITY OF MIAMI, FLORIDA, Disclaimer Project Number: 42113(6815-13) ACTION TAKEN: Issue a disclaimer to lands permanently improved prior to June 11, 1957, per section 253.129, F.S. and section 18-21.019, F.A.C., encompassing 21,903 square feet or 0.50 acres, more or less. APPLICANT: CITY OF MIAMI, FLORIDA COUNTY/LOCATION: Monroe County, Section 38, Township 54 South, Range 41 East CONSIDERATION: N/A STAFF REMARKS: An aerial photograph dated 1951 shows the improvement in place. The improved formerly sovereign submerged lands existed prior to the repeal of the Butter Act. Staff acknowledges the aerial photographs are sufficient evidence supporting the Butler Act claim. The date of repeal of the Butler Act in Miami -Dade County was June 11, 1957. REVIEW ROUTING APP :O D BY. Si nature /late adt— 0 zc: n iJZo7 CUMMINS I CEDERBERG Coastal & Marine Engineering June 3, 2021 72900 Ms. Lindsey Precht, Biologist II DIVISION OF ENVIRONMENTAL RESOURCES MANAGEMENT COASTAL RESOURCES SECTION 701 NW 1st Court, 6th Floor Miami, FL 33136-3912 Via Email: Lindsey.Precht@miamidade.gov RE: REQUEST FOR A HISTORICAL SLIP REVIEW RELATIVE TO THE PROPOSED JOSE MARTI PARK WATERFRONT ADAPTATION PROJECT, LOCATED AT 351 SW 4TH AVENUE, CITY OF MIAMI, MIAMI-DADE COUNTY, FLORIDA — DERM APPLICATION No. CLI-2020-0243 Dear Ms. Precht: This is to respectfully submit, on behalf of the Applicant, City of Miami, a request for a historical slip review relative to the proposed Jose Marti Park (Park) Waterfront Adaptation Project (Project), located at 351 SW 4tn Avenue, City of Miami, Miami -Dade County, Florida (Project). A meeting was held with DERM staff (Ms. Lindsey Precht and Ms. Rockell Alhale) on April 14, 2021 to discuss the historical mooring at the Jose Marti Park site, identify an agreed -upon number of grandfatherable slips, and identify any permitting restrictions DERM may have relative to potential slip transfers. A meeting summary is attached to this letter as Exhibit A. The meeting resulted in a request from DERM for the Applicant to put together a formal request to review historical slips at the Project site that may be available for transfer to other sites in the vicinity and for DERM to determine if a Restrictive Covenant will be required regarding the use of slips at the Park. The Park's Project is in the process of obtaining State and Federal environmental permits, as well as a Miami -Dade County Class I Coastal Construction Permit from Miami -Dade County RER (File No. CLI- 2020-0243). The Project is proposing one transient slip for a water taxi landing. Historical Upland Use Based on our April 14, 2021 meeting, slips to be grandfathered may be limited based on the historical slip count, length of vessel, and type of use (i.e., commercial, recreational, transitory, etc.). As such, a review of the historical land use and waterway use is helpful to ascertain the types of vessels and their uses. The Park, owned and operated by the City of Miami (City), is a compilation of 19 parcels (as shown in Attachment C of the Class I application submittal), seven of which front the water. Six of the waterfront parcels (Parcels 1, 2, 5, 8, 9, and 10) are City -owned and one (Parcel 19) is owned by the Florida Department of Transportation (FDOT). The site's historic upland ownership, and hence use, is rather complex due to the transfer of land through various acquisition methods for individual parcels. Transfer of land instruments were also provided in Attachment C of the Class I application. For convenience, the parcel map and ownership instrument table from the original Attachment C are attached herein (Exhibit B). Cummins 1 Cederberg South Miami • Fort Lauderdale • Jupiter • Tallahassee Phone: +1 305 741 6155 • www.CumminsCederberg.com 72900 DERM Slip Review June 3, 2021 Page 2 The upland site was previously utilized recreationally for the Miami Canoe Club in the early 1900's before World War II, as pictured and described on Page 63 in Images of America: Along the Miami River, a book written by Dr. Paul S. George who is a well-known/respected historian in South Florida, and utilized commercially for Destin Cement Company during World War II as described on Page 115 (see Exhibit C). After World War II (1939 — 1945), upland use at the site varied and Instrument 2 of the Attachment C document gives some insight as to what the some of the parcels were before they were acquired for Park use. The list of defendants which the City took land from (Page 13 of Attachment C) include, but are not limited to, the following: Dos Hermanos Seafood, Riverside Boatyard, Riba's Commercial, and Coconut Grove Bank. This acquisition occurred around 1970. The City continued to acquire the land (both private and commercial) that composes the 19 parcels today throughout the 1970's and early 1980's. Construction for Jose Marti Park commenced in 1983 and the Park was complete and open to the public starting in 1985. Historical upland use, specifically the canoe club, seafood store, and boatyard, give some good indication as to why mooring may have been utilized at the Project site previously; likely for both recreational and commercial use. Historical Vessel Use The Project site is designated as aLimited Special Use (1:500) areaperthe Miami -Dade Manatee Protection Plan (MPP). This allows 1 vessel slip per 500 feet of shoreline, or one slip per parcel, whichever is more restrictive. Since the Park is comprised of six separate City -owned waterfront parcels, it could be interpreted that the MPP would apply to each parcel on an individual basis, therefore allowing for a minimum of six slips, to be used for water dependent public transportation and/or commercial/charter fishing without the stipulation of taking historical mooring into consideration. At the very least, a minimum of two slips should be permissible under the MPP when considering the Park's waterfront as a whole, encompassing 1,017 linear feet of shoreline. A review of historical aerials provides some additional insight into what might be grandfatherable at the Project site. A historical aerial document has been previously provided to DERM as Attachment E with the original application submittal (CLI-2020-0243). Historical aerials as far back as 1951 show that consistent extensive mooring of between 13 and 26 slips had been utilized at the Project site up until the land became acquired by the City for a new park in 1983. We have analyzed the sizes of vessels moored at the site for the years of 1951, 1968, 1973, and 1978. A summary table is provided below, with photos and corresponding data provided in Exhibit D. Between the years of 1951 and 1978, an average of 18 vessels were moored along the shoreline at the Project site. The maximum number of vessels moored at the Project site at any one time was 26 vessels in 1968. Barges, indicating transient use of the waterfront, were also present throughout these years: three in 1951, two in 1973, and two in 1978. Furthermore, each of these aerials also show numerous vessels on land which also constitute as slip areas (i.e., dry slip or trailer parking space) and would bring the total historical slip average even higher than 18. A minimum of three vessels can be observed on land in all four aerials, and as many Cummins 1 Cederberg South Miami • Fort Lauderdale • Jupiter • Tallahassee Phone: +1 305 741 6155 • www.CumminsCederberg.com 72900 DERM Slip Review June 3, 2021 Page 3 as six can be seen in the 1951 and 1968 aerials. Due to lack of quality of the aerials shown, and in an attempt to remain conservative on the total number of slips, vessels on land have not been included in the summary table below. Date of Photo Vessels in Water Average Length of Average Width of Vessel (ft.) Vessel (ft.) 1951 1968 1973 1978 Average:' 17 26 13 16 18 33.74 25.13 36.15 33.10 32.03 11.97 8.02 13.05 11.76 11.20 Based off of this information, we would like to request DERM to recognize 18 grandfatherable slips for vessels averaging 32 feet in length with a target use of eight (8) commercial, eight (8) recreational, and two (2) transient. As alternatives, we would like DERM to consider recognizing fewer slips totaling the same approximate linear footage (e.g., nine slips of 60 feet each; four commercial, four recreational, and one transient) or possibly recognizing a total linear footage of slippage based on the average historical use (18 slips x 32 LF = 576 LF+/-) available to be divided at the appropriate time based upon the size of vessel proposed for use. Slip Transfer The Applicant would like to memorialize the grandfatherable and transferable slips for the Project site. During CLI-2020-0243 review, DERM requested the City limit the Park site to one slip for use by the water taxi. DERM indicated that execution of a Restricted Covenant may be required prior to final issuance of the Class I permit. As a Marina Operating Permit (MOP) will be required for the water taxi slip at the Park, we respectfully request all grandfatherable slips be recognized by DERM and referenced in the MOP, once issued. We understand that a future slip transfer request will be reviewed separately from the current Class I application under review for the Park, and will be dependent on an acceptable recipient site and the associated risk to manatees. We are not requesting a slip transfer at this time. Thank you for your review of this information. Should you have any questions or require additional information, please do not hesitate to contact me at (904)-537-5013, or via email at dirwin@cumminscederberg.com. Sincerely, CUMMINS CEDERBERG, INC. .( ;/ Danielle H. Irwin Director Cummins 1 Cederberg South Miami • Fort Lauderdale • Jupiter • Tallahassee Phone: +1 305 741 6155 • www.CumminsCederberg.com 72900 DERM Slip Review June 3, 2021 Page 4 Attached: • Exhibit A — 4/12/21 DERM Meeting Summary • Exhibit B — Upland Ownership • Exhibit C — Book Excerpts • Exhibit D — Historical Vessel Spec. Summary Cummins I Cederberg South Miami • Fort Lauderdale • Jupiter • Tallahassee Phone: +1 305 741 6155 • www.CumminsCederberg.com Exhibit A 4/12/21 DERM Meeting Summary CUMMINS I CEDERBERG Coastal & Marine Engineering MEETING SUMMARY Proiect Name: Jose Marti Park Waterfront Adaptation Project Meeting Date / Time: Monday, April 12, 2021 / 11:00 a.m. — 11:45 a.m. Meeting Location: via Teams Participants: Lindsey Precht, DERM Rockell Alhale, DERM Danielle Irwin, Cummins Cederberg, Inc. Rebecah Delp, Cummins Cederberg, Inc. Katie Britt Williams, Cummins Cederberg, Inc. PURPOSE: The purpose of this meeting was to discuss with DERM the historical mooring at the Jose Marti Park site and identify potential concerns and permitting restrictions DERM may have relative to potential future - proposed slip transfers. BACKGROUND: The proposed Jose Marti Park Waterfront Adaptation Project (Project) is currently going through the DERM Class I Permit review process (File No. CLI-2020-0243). The proposed Project includes the installation of a water taxi service which will utilize one slip at the Project site. The site is designated as a Limited Special Use (1:500) area per the Miami -Dade Manatee Protection Plan (MPP). During Project review, DERM has requested a signed letter form the City (owner) stating that the site will be limited to one slip for use by the water taxi service only, and that a Restricted Covenant Running with the Land in favor of Miami -Dade County may be requested prior to final issuance of the permit. Historical aerials show numerous vessels mooring along the Project site through the second half of the 1900's until the City developed the site into Jose Marti Park with no mooring circa 1984, and as such, the City would like to gain a better understand of whether or not those historical slips are available for possible transfer to other project areas in the future. There are currently no identified locations for which to transfer them. DISCUSSIONS: SLIP TRANSFERS Ms. Danielle Irwin provided DERM with a project update on permitting review progress with the South Florida Water Management District (SFMWD) as well as the U.S. Army Corps of Engineers (USACE). The Project team aims to have an updated plan set to DERM in June, after USACE has (hopefully) approved the proposed design. During conversations with USACE, their concerns of navigation with the proposed Project design led to specific navigation -related outreach with the U.S. Coast Guard and the Miami River tugboat captains, which subsequently, has resulted in conversations with the Miami River Commission Cummins Cederberg, Inc. South Miami • Fort Lauderdale • Jupiter • Tallahassee Phone: +1 305 741 6155 • Fax: +1 305 974 1969 infoaCumminsCederbero.com • www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering (MRC). The MRC and the Florida Inland Navigation District (FIND) both expressed strong interest in documenting the historical slips at Jose Marti Park which set the context for this meeting. FIND has funded, in part, the engineering design and permitting of the project. The City is currently applying for additional FIND funding for construction of the Project. Ms. Irwin went through the historical aerials dating back to 1951 and pointed out the extensive and consistent slip use up until Jose Marti Park was constructed. She also explained that the Project team is aware the site is designated within the Limited Special Use (1:500) boat facility siting zone per the MPP, which allows for one slip per 500 linear feet of shoreline provided it falls under the acceptable uses outlined in the MPP. The water taxi will be utilizing this slip, which DERM has preliminarily reviewed without objection. Ms. Irwin also pointed out that the MPP views 1984 as the cut-off date to be able to get slips grandfathered at a site; this roughly coincides with when Jose Marti Park construction was complete. There are no aerials that show mooring at the Project site after the construction of the park. Ms. Irwin asked DERM given this information, what number of slips would Jose Marti Park be able to get memorialized, not necessarily to utilize at Jose Marti, but possibly to transfer to another City -owned property in the future? Ms. Rockell Alhale explained that DERM approves slip transfers based on a benefit to manatees. Since the park has been developed, no slips have been utilized at the site; therefore being able to prove transferring slips which have not been used for more than 30 years will result in a net positive benefit to manatees may be difficult. The Project team can request DERM to conduct a formal slip transfer review, however Ms. Alhale cannot confirm transferability until a slip destination site is identified. She noted that moving a slip further up the Miami River would likely not be viewed favorably as this is known to be a manatee congregation area. Typically, moving slips closer to the mouth of the river and/or out of the river (into Biscayne Bay) generally results in a more favorable review from a manatee impact/benefit perspective. She offered to review the historical evidence to establish how many slips may be agreed upon by DERM as grandfathered and possibly transferrable. Ms. Alhale also noted that the type of slip use would be considered (i.e., whether slips are transitory, commercial, etc.), as well as the historical upland use relating to the slips. As a for example, she would likely consider the barges as transitory. Ms. Alhale stated that if a slip transfer were proposed under the current Project (CLI-2020-0243), a covenant would likely be required to memorialize the number of slips available; this would need to go to the Board of County Commissioners (BCC) for approval. As such, the number of historical slips DERM will recognize at Jose Marti Part should be worked out now before the project goes to BCC for approval. Ms. Irwin stated that the City does not have a recipient site picked out yet but confirmed with Ms. Alhale the historical slip review and agreement could be performed now as part of the Class I permit process for the Park to memorialize the slip count with the potential to be transferred in the future. Ms. Alhale pointed out that August is typically an off month for BCC and September is usually designated for budget allocation so the earliest this project would likely go to the BCC would be in October. Ms. Irwin said Cummins Cederberg will prepare the formal request for a historical slip analysis to be submitted this calendar month. Cummins Cederberg, Inc. South Miami • Fort Lauderdale • Jupiter • Tallahassee Phone: +1 305 741 6155 • Fax: +1 305 974 1969 infoaCumminsCederbero.com • www.CumminsCederberg.com CUMMINS I CEDERBERG Coastal & Marine Engineering REEF WALL PANELING Ms. Irwin changed the discussion to the potential reef wall paneling being proposed on the wet face of the new seawall at the Project site. She showed draft designs and photos of the reef wall paneling and asked for DERM's initial thoughts. Ms. Alhale stated that while it may have benefits to the environment, DERM will need to internally review the code to see if it will be considered "filling" since it does not fit clearly within their permitting criteria. She noted that she was not aware of other projects proposing the reef wall panels but that the Project is already going to BCC for proposed filling associated with the seawall so the Project team should propose the panels and take to BCC anyway. She committed to discuss internally and let us know how DERM would like to handle the paneling. Ms. Irwin pointed out that the paneling would not extend further than the proposed seawall cap, does not touch the bottom of the seabed, does not restrict water flow, and helps with wave attenuation while providing intertidal habitat. She committed to send the draft drawings to DERM to assist in their review. NEXT STEPS • The Project team will put together a formal request to review historical slips available to the Project site for transfers to potential future sites and to determine whether or not a covenant will be required. • Draft reef paneling drawing sent to DERM on 4/12. DERM will review the reef wall paneling information to determine if it is considered filling under Chapter 24 of the Miami -Dade County code. ATTACHMENTS • Historical Aerial Document Cummins Cederberg, Inc. South Miami • Fort Lauderdale • Jupiter • Tallahassee Phone: +1 305 741 6155 • Fax: +1 305 974 1969 infoaCumminsCederbero.com • www.CumminsCederberg.com Exhibit B Upland Ownership No. Folio Number 1 01-4138-049-0010 2 01-0200-010-6140 3 01-0202-070-1010 4 01-4138-049-0040 5 01-4138-049-0050 6 01-0202-070-1020 7 01-4138-049-0080 8 01-4138-049-0090 9 01-4138-049-0070 10 01-4138-049-0020 11 01-4138-049-0070 12 01-4138-049-0060 13 01-0202-080-1070 14 01-0202-080-1060 15 01-0202-080-1050 16 01-0202-080-1180 17 01-0202-080-1190 18 01-0203-070-1030 19 Leased from FDOT Instrument Summary Table Parcels Instrument No's. Instrument Recording Date of Conveyed Conveyed No. Conve ed Name No. Document From To 1 1 2 Quit -Claim Deed RB 8942 Page 65 3/24/1975 3/7/1975 Peter C. & Elizabeth Ray and Thomas J. & Elvera Ray City of Miami 2 3 4 5 6 7 8 9 10 11 12 Quit -Claim Deed RB 8770 Page 111 8/30/1974 Coleman F. Carroll as Archbishop of the Archdiocese of Miami City of Miami 3 13 14 15 16 17 18 Fee Simple Deed The School RB 10711 2/15/1980 Board of Dade Page 1180 County, Florida City of Miami 4 19 Florida Resolution Leased to Memorandum No. 11/6/1980 Department of City of of Agreement 244 Transportation Miami (FDOT) 1 1 Exhibit C Book Excerpts The original location of Merrill -Stevens on the Miami River was on the north bank, just beyond il,.,. Northwest Twelfth Avenue Bridge. The sheds seen here were built in the aftermath of the migho hurricane of 1926, which destroyed the original 1923 facility. (Courtesy of Elliot Salloway.) The English vessel the Mystery, pictured on the Miami River in 1924, presages the arrival of many more recycled freighters from that country that would be employed in moving cargo in and out of the Second Port of Miami, the state's fifth -busiest port. (Courtesy of the Arva Moore Parks Photograph Collection.) 62 Three THE EMERGING METROPOLIS The riverfront was busy in the 1920s, as evidenced by this photograph from that era. Young men and women, more formally dressed than their modern-day counterparts would be, are seen rowing in front of the clubhouse for the Miami Canoe Club. To the right of the building, located on the south bank of the stream near Southwest Fourth Avenue and Second Street, are several handsome wood -frame buildings that date to the beginnings of the beautiful subdivision of Riverside in 1904. Today's splendid Miami River Inn incorporates some of these structures. (Courtesy of the author.) 63 Gardnar Mulloy, 95 years of age at the time of this 2009 photograph, is seen with his wife, Lady Jacqueline Mayer (a member of British royalty), on the grounds of their home in beautiful Spring Garden. This riverine community traces its origins to 1914, when John Seybold, the city's premier baker, began developing it. One of the world's greatest tennis players in the 1940s and 1950s, Mulloy arrived in Spring Garden as an infant and has lived there since then. Mulloy's eventful life includes serving with the US Navy during World War 11 as a captain of an amphibious ship supplying tanks, men, and supplies to invasion forces on the beaches of Italy and France, earning a law degree from the University of Miami, holding the no. 1 ranking among both singles and doubles tennis players, and being a member of the winning men's doubles team at Wimbledon in 1957. He won four other major professional titles as a member of the winning men's doubles team at the 1942, 1945,1946, and 1948 US National Championships. Gardnar knows the river as well as anyone. From his boyhood, he remembers diving into the stream with his dog from the Northwest Twelfth Avenue Bridge and swimming downriver to his home. (Courtesy of the author.) 114 l f r Beautiful Jose Marti Park abuts the Miami River on its west bank and represents the eastern edge of Little Havana. The park opened in 1985 on land that formerly hosted a canoe club as well as Destin Cement Company, which operated there during World War IL In recent years, the park has expanded to include a community center and a gymnasium. (Courtesy of Matthew George.) Among the most celebrated river -related elements of the Miami of yesteryear were the Indian Caves, solution holes in the limestone ridge above the Lawrence Canal, which were enlarged by the hand of man, The Miccosukee Indians, who own the property containing the caves, have erected atop them a large embassy house, a beautiful stone -and -glass facility, buttressed by steel pillars rising above the caves. (Courtesy of the author.) 115 I.1IlI, FLOR111.•0 Althilriih the Nliami River was originally jusr 4.5 miles in length, ir hiss been ,t robust cvorkinu river since the inctirporaltitlil Or N1ia1ni in 18%. With a voluinc of trildc t:xceedin! $4 hillion annually, the 1Vliami River has been cenrtiil to the story of Mietini for thousiallds of years. Native 11'li,tmlans lived irlon;; the river for millennia and used ir as their "cxpress:w:iy," as Well ii their source for food and water. The riverbanks have 1}een home ro exotic animals, Jesuit missions, slave plantations, Ariuv furls, Julia Turtle (the "Mother of Miami"), and d grand Gilded Age hotel. Even With the post —World War ll rise of s i till is and the fliLhr of residents away from the center of the city, the river has remained htiti.. Tiida ', i.vith a renaissance 111 central 1hlianli, there has been :I siLa111ieianl inerea'+e In it111,rt'cIation fair the role of the river- in rhis rep it al and in the rich hisrory iil the circ'. raid S. George. is:i native Miamian who holds l a H "I' ii1 Iiisriirt. from Florida Stare University. Dr. Geiirge is a prOte sot tit Iltsriiry at 1liami Fade College, Wolfson, itnci historian crirh Histor\1liami. He is a rust president LIi hslrh rhe Florida 1-lisrorical Sticicty ,ind the Lynn .tnci Louis Wo1f..trn II Florida Moving Ingle Archives. The ,tltthtn-elf 15 hticllti, and more than 200 articles, Dr. George a'nducrs more than 50 different historical tours of Miami and southeast- Florida, the most popular of which is his hoar tour along the Miami River. The images of America series celebrities the history of neighhtil'hoods, towns, :and cities .across the country. Using archival photographs, c.aeh title presents the distinctive stories from the past that shape the character of the community ttaday. Arcadia is proud to 111,1y it parr in the preservation of local heritage, making hist, ry available to ,all. 1 1 R C A l) I A r u NI 1'.!i 1 C. www.nrcadiapubli,111ng.com 9 ISBN-13 978-0-7385-9888-8 ISBN-10 0.7385-9888-7 780138 598888 i $21.98 52199 MttO1: 1N 'Ti-IL•11011( Mixed Sources d.111 pwp nomw.A r.50,111 ImnnAnd 81 .i,m,ia:4a wooer, [` a_ a n6kp,%XAmthr.,w +001f39 V1 i '.. .,• t"W.&4 %tit' lige 1111 Ack atimir Exhibit D Historical Vessel Spec. Summary 50 100 200 Feet 1 1 1 1 1 1 1 1 Map Scale: 1:2,100 OProject: 1 in = 175 feet CUMMINS I CEDERBERG Coastal & Marine Engineering Miami 1 Fort Lauderdale 1 Jupiter 1 Tallahassee 7550 Red Road, Suite 217, South Miami, FL 33143 T: +1 305-741-6155 F: +1 305-974-1969 www.cumminscederberg.com Client: Sheet Title: Historical Vessels Legend Q Historical Vessel Project Location Year Vessel Name Length (ft) Average Width (ft) Average 1951 1 60.27 33.74 20.31 11.97 1951 2 59.87 19.98 1951 3 65.68 23.35 1951 4 36.02 10.20 1951 5 31.15 11.62 1951 6 24.31 7.60 1951 7 29.73 10.75 1951 8 28.07 9.56 1951 9 43.31 12.98 1951 10 36.24 13.76 1951 11 24.96 8.68 1951 12 23.69 9.51 1951 13 22.29 9.54 1951 14 16.48 8.93 1951 15 20.32 8.80 1951 16 26.17 10.07 1951 17 25.00 7.81 1968 1 25.56 25.13 7.15 8.02 1968 2 20.98 6.08 1968 3 20.96 5.75 1968 4 24.46 6.95 1968 5 22.37 6.95 1968 6 15.73 5.52 1968 7 19.88 6.75 1968 8 19.58 5.28 1968 9 21.09 5.52 1968 10 22.90 7.42 1968 11 22.88 6.55 1968 12 20.82 5.39 1968 13 20.85 6.17 1968 14 22.59 8.28 1968 15 24.63 7.48 1968 16 27.01 9.00 1968 17 25.77 7.78 1968 18 21.71 12.43 1968 19 38.52 12.22 1968 20 23.25 6.90 1968 21 32.62 8.88 1968 22 29.57 8.87 1968 23 32.80 9.61 1968 24 26.76 10.07 1968 25 39.26 13.96 1968 26 30.88 11.69 Year Vessel Name Length (ft) Average Width (ft) Average 1973 1 20.58 36.15 7.70 13.05 1973 2 58.21 25.12 1973 3 42.60 25.34 1973 4 32.43 10.43 1973 5 42.51 11.51 1973 6 36.79 17.15 1973 7 35.53 10.34 1973 8 24.06 5.50 1973 9 27.15 10.67 1973 10 47.18 17.70 1973 11 31.53 8.26 1973 12 34.09 8.89 1973 13 37.27 11.07 1978 1 56.26 33.10 24.69 11.76 1978 2 41.70 24.58 1978 3 25.16 8.90 1978 4 21.39 8.16 1978 5 27.31 8.91 1978 6 26.09 8.00 1978 7 26.59 8.26 1978 8 33.32 13.05 1978 9 23.30 9.07 1978 10 15.66 7.13 1978 11 54.23 15.05 1978 12 29.66 8.33 1978 13 23.51 8.57 1978 14 35.06 9.62 1978 15 49.29 13.42 1978 16 41.03 12.48 MIAMNDM COUNT Y July 6, 2021 City of Miami c/o Arthur Noriega, City Manager 444 2nd Avenue, Suite #10 Miami, Florida 33130 Department of Regulatory and Economic Resources Environmental Resources Management 701 NW 1st Court, 6th Floor Miami, Florida 33136-3912 T 305-372-6567 F 305-372-6407 miamidade.gov Re: Class I Permit Application CLI-2020-0243: City of Miami (Jose Marti Park) — Seawall, Seawall Cap, Batter Piles, King Piles, Riprap, Dock, Viewing Platform, Dredging, Kayak Ramp, and Coastal Wetland Planters located at 201 Southwest 4th Avenue, 243 Southwest 4th Avenue, 330 Southwest South River Drive, 255 Southwest South River Drive, 353 Southwest 4th Street, and 315 Southwest 4th Street, Miami, Miami -Dade County, Florida. (Folio Nos. 01-4138-049-0010, 01-0200-010-6140, 01-4138-049-0050, 01- 4138-049-0090, 01-4138-049-0070, and 01-4138-049-0020) Dear Mr. Noriega: Please accept this letter in response to your request fora historical slip review relative to the proposed Jose Marti Park renovations. DERM has reviewed the information and has the following comments and recommendations. Pursuant to the Miami -Dade County Manatee Protection Plan (MPP), an "existing marine facility" is one which was in use on October28, 1984 or later, and if constructed after 1980, must have appropriate DERM permits. Facilities that have not been in use at any time since October 28, 1984 will not be considered existing and will be considered a new facility. Based on a review of DERM's records and the information provided in the letter submitted on your behalf by Cummins Cederberg, Inc. dated June 3, 2021, there is no evidence of powerboat mooring at the property since 1984. Therefore, as there is no historic powerboat usage at the site as it relates to the MPP, any facility proposed at the property would be considered a new marine facility and would need to be consistent with the recommendations of the MPP. The subject property is located within an area identified by the MPP as essential manatee habitat and recommended for "Limited Special Use Docks 1:500" or "Residential Docking: 1 Motorboat per 100' of Developable Shoreline". Limited special use dockage includes courtesy docks, water dependent public transportation dockage and commercial/charter fishing boat docks with a maximum density (including existing boat slips) of 1 vessel slip per 500 feet of shoreline, or one slip per parcel, whichever is more restrictive. Based on the length of the subject site's shoreline and the proposed upland use (e.g. public park), a maximum of 2 powerboat slips could be authorized at the property. Additional slips to be used exclusively by sailboats or non -motorized vessels, such as paddleboards or kayaks, could be authorized. Please note that pursuant to Section 24-18 of the Code of Miami -Dade County, a Marine Facility Operating Permit (MOP) is required for commercial boat docking facilities, boat storage facilities contiguous to the tidal waters of Miami -Dade County with a total of ten (10) or more dry storage spaces, and/or recreational boat docking facilities with a total of ten (10) or more boat slips, moorings, davit spaces, and vessel tie-up spaces. Any MOP issued for the site would be limited to the number of slips that have been approved to operate at the site. If you have any questions concerning the above referenced application, please contact me at (305) 372- 6837 or Lindsey.Precht@miamidade.gov. Sincerely, Lindsey Precht, Biologist II Coastal Resources Section Division of Environmental Resources Management (DERM) cc: Danielle Irwin — Authorized Permit Agent (dirwin@cumminscederberg.com) Jonathan Pempek — U.S. Army Corps of Engineers (Jonathan.C.Pempek@usace.army.mil) Rachael Stevenson — FWC (Rachael.Stevenson@MyFWC.com)