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Resolution 058-1981 RESOLUTION NO. 58 -1981 vffiEREAS, the BOARD OF COUNTY COMMISSIONERS OF MONROE COUNTY, FLORIDA, has received an application from WILLIAM H. GRAY, and WHEREAS, in compliance with State Statute, it is necessary as part of the permitting procedure to read the following Biological Assessment into the Record, as follows: The Applicant proposes the placement of 20 cubic yards of fill and 25 cubic yards of riprap along a residential shoreline and the excavation of a 35' x 25' x 5' inland basin to be used as a swimming area. This excavated swimming area will be connected to Cudjoe Bay by a five foot wide water exchange opening. Length of this opening will be approximately 4 feet. Applicant's revised drawings indicate the depth of this channel to be 20 inches MLW. Approximately 40 cubic yards will be excavated for the swimming area. Half of this will be used for the building pad and the other half for the shoreline extension. An undetermined amount of white beach sand will be deposited around the fringe of the swimming area. Riprap to be deposited 3-4 feet in diameter on the (3-6 inches) will be placed placed fill. for shoreline stabilization outside or waterward side. behind the larger riprap to will be Smaller prevent approximately diameter riprap runoff of newly A 6' wide boardwalk will be constructed around all sides of the basin except the eastern or landward side. This boardwalk will sit on top of the proposed riprap and will be slightly elevated over the basin opening to form a foot bridge. Riprap will be hand placed with the aid of a backhoe. All equipment and materials will be brought to the site via existing roads. The project site is located on the eastern shoreline of Cudjoe Bay on Cudjoe ~ey. Cudjoe Bay is a shallow (five feet deep, maximum) water body opening into the Atlantic Ocean south of Sugarloaf Channel. The shoreline of Cudjoe Bay is rapidly being developed for single family residences. Canals and channels have been excavated primarily on the east and west sides of the bay and fill has been placed along much of the shoreline. The majority of the shoreline vegetation is secondary, although regrowth is rapid. Cutthroat Estates is bordered on its waterward side by a man-made peripheral channel approximately 20 feet wide and 5 feet deep. Because of the shallow depths and the high productivity of the area, seagrasses have totally re-established themselves in this channel. These seagrasses extend landward from the channel to the mean low water line and are mixed here with luxuriant algae communities. Waterward of this channel are seagrass, algae, and soft coral communities. The applicant presently owns two lots bordering Cudjoe Bay to the west and a deep man-made canal to the south. Canal frontage is 170 feet and bay frontage is 125 feet. These lots are naturally low lying lots with a Miami oolite substrate. Fill was placed here, possibly at the time of the peripheral channel excavation, but because of its loose uncompacted characteristics it has eroded along the shoreline. The applicant has apparently attempted to stabilize this shoreline by pouring concrete in various places along the apparent mean high water line. The upland portion of these lots are relatively barren of vegetation with the exception of several species of upland grasses. The canal side of these lots drops sharply at its shoreline to an undetermined depth. Below the erosion line, the intertidal zone on the bay side is a gently sloping bottom consisting of limestone rubble. Page 1 of 2 WILLIAM H. GRAY RESOLUTION NO. 58 -1981 If allowed to return to a natural state, red and black mangroves (Rhizophora mangle and Avicennia germinans respectively) would repropagate this shoreline, as evidenced by numerous seedlings of these species on adjacent lots. Sea purslane (Sesuvium portulacastrum) was also observed growing just above the mean high water line on an adjacent lot. Benthic fauna along the applicant's intertidal area, as observed during the on-site inspection, consisted of numerous false ceriths (Batillaria minima), thin-shelled oysers (Isognomon sp), a sharp-ribbed drill (Eupleura sulcidentata), nerites (Nerita sp) and an unknown species of limpet. A juvenile blue crab (Callinectes sapidus) was also observed in this area. Below the intertidal zone is a 5-10 foot wide shelf with a depth of 0-12 inches at low tide. This shelf supports an extremely productive community of turtle- grass (Thalassia testudinum), manatee grass (Syringoduim filiformis), Batophora sp, Acetabularis sp, Penicillus sp, and Acanthophora sp. Total benthic area covered by this vegetative growth below MLW is estimated at 90 percent. Those species observed along the above mentioned shelf and which utilize the area as a feeding site include snapper (Lutjanus sp), barracuda (Sphyraena barracuda) juvenile fish and sea squirts. As referred to in 2nd paragraph of this report, the shallow peripheral channel further offshore from the above ledge exhibits a well-established growth of turtle grass. The project, as proposed, will have an immediate impact upon the existing shoreline by eliminating at least 20 square feet of productive benthic biola and most of the intertidal zone presently fronting Cudjoe Bay. Because of the shallow depth of the water exchange opening and the small area excavated, the presently productive bay bottom should, in the long term, reestablish itself rapidly, judging from nearby areas that have been excavated. The placement of riprap should substitue for the habitat lost by the filling of the intertidal area so that this short term impact should also be offset over a period of time. The longer term adverse impacts anticipated from the proposed excavation of the swimming area are of considerably more concern. A basin of this type will facilitate increased upland runoff, further contributing to the nutrient load, which is expected to be high because of poor water circulation within the swimming area. Further complicating this problem will be the lack of nutrient filtering and assimilation from either shoreline vegetation or benthic flora along the bottom of the swimming area, assuming this area is kept free of vegetation for swimming. An additional concern is the reduction of biological integrity within the basin if used entirely for swimming. BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF MONROE COUNTY, FLORIDA, that the above Biological Assessment has been read into the record and duly considered pursuant to Florida Statute 253.124 by the Board of County Commissioners of Monroe County, Florida, this 24thday of February , 19 81 at a regularly scheduled meeting. (Seal) BOARD OF COUNTY COMMISSIONERS OF MO E COUN't FL~ J Mayor ~ Attest: .--,-) AI\ JIG__ 10 RJRM 8Y~~ , Attorney's 'Office BOARD OF'COUNTY COMMIS~IVI"t:I1S Wilhelmina Harvey, District 1 Curt Blair, District 2 Mayor Protem Jerry Hernandez, Jr" District 3 MA YOR George E. Dolezal, District 4 Ken Sorensen, District 5 ~i' _-= ~.:t~. -.--/ - ,-~' . ~;" ".",.,-<,.~ ~," ~ ....-. .. . . '. ~f'l'J.l': (305) 294.4641 Monroe County Legal Department Key West, Florida 33040 -6ai. Q/ OFFICE OF: Planning & Zoning Dept. Public Service Center Key West, Fl 33040 T, the undersigned, do hereby attest that all data and information is complete in the package of the applicant as follows: 1. Certificate of Complete Enclosures i/ 2. Permi t ~ 3. Application for Permit t-- 4. Site Plan 01/" 5. Location Map v 6. County Biologist Report t.--- 7. DER Assessment ~ 8. Resolution ~ BY '8.~ Administrative Secretary DATE ~///?/ // ZONING: RU-l G...."'l 1"''-::-':,"\ ,--... '-"_ .... ,~ ,.' . " .,." .c-, ~_,,--. ~"" I' . '. ",,, , ' - -..,,~. I " I . 1 l .J 1 "') ,~ .', Lv ' I It! /, \' 'I ....1. ;"11. ~. - E~...'...' ~.. M'~'- ibI.. ~..' T- . ~~. ir-I... ';;'I.~. .' I 11) 1 I /4) I 15) I I PLA~lNG, BUILDIXG & ZONING DEPART}ffiNT PE&~IT FOR EXCAVATION, THE DEPOSIT OF FILL, OR STRUCTURAL ACTIVITIES IN THE WATERS OR HETLANDS OF MONROE COUNTY Property owners name & mailing address 2) Date FOR DEPAR~!ENT MON~oe COUNTY PERHIT NO. USE ONLY William H. Gray 7240 N.W. 45th Street Ft. Lauderdale, FI Resolution No. 3) Phone number Date: 731-0330 Contractor or agent's name, mailing address & phone number Owner Legal description of property: Section 11 Key Cudioe Subdivision Cutthroat Harbor Estates Township 66 S Lot & & 8 Block 4 Range 28 E Street, road or mile marker Sharp Lane Volume of material: dredged/excavated filled deposited c.y. waten..rard of M. H.1oJ. c.y. landward of H.H.W. 200. c.y. waterward of M.H.W. c.y. landward of :H.H.W. ZONING: RU-l PURPOSE: Reclaim eroded land and to prevent future erosion. Cost of Permit Estimated cost of Construction Approved by Chairman BOARD OF COUNTY COmnSSIONERS OF MONROE COUNTY, FLORIDA Biologist Comments - Restrictions or Special Conditions if any: "Approval with Biologist's stipulations (see report)". Copy in File Date Building Official ~- MONROE COUNTY ~property owners name & mailing W M . iJ J C:)~,.1 'Y 7).. (D J0!. uJ. Y S- F! L4LLy') c~ I] fJLc'- Contractor or agent's name, mailing address & phone number ~ PLAlJNING. BUILDING & ZONING DEPART',c"T PERMIT APPLICATION FOR EXCAVATION. DEPOSIT OF FILL, OR STRUCTURAL ACTIVITIES IN THE WATE8.8"OR ~JETLANDS OF ~10NROE COUNTY address ) Date J' ," For De artment /4L( I ) Jl Use On 1 s/ rtl number '15/- DJ'> D Legal description of property: Sec t ion ':i,~ .' r <<, :_~., Key, c l{ d r-ylJ 7-1-1 Block, Township, " ,I . ) \-- ) Lot, Street, road or mile marker, LA) rr Range, { (if acreage) ()u 'f;r-l1t ? oj.! /bI; 1: b A-~ J I 2 f;; volume of material: Describe the proposed activity, methods of construction & amount of material, in cubic yards), to be excavated or discharged. '"J A D (' rt t/- t ~ Alro hlL fa ;('/ - 4: r;JI..) J / JL~ '(- oe/ 1/ _/ J''<J;''l:1a~ ,Ilotd ,;J\.J L." l o;<=?<J ;0 J 111'1 'dreio?cllex~a!.~d. :s- o~~iJfedlt>POSi~:) "II '/ 0~.' d../~-t~~J / ...1::2:::; c.y. c.y. 'waterward landward of M.H.W. of M.H.W. owners whose property affronts water way. Name, address & zip c.y. c.y. waterward landward of M.H.W. of M.H.W. code of adjoining property Jhis completed application form will be accompanied by the following, or it will \ ~ - NOT be processed. .~~(2) sets of drawings, on 8!z](.--11 p::Jpe,L, showing location, plot plan ',_ t~: \~ .S.D'-'~'~l:~.~,e_ct.ioIl of proposaL1-;/drawn to scale. - b) Appfication"'processing fee as follows: . $25.00 for dredge, fill, docks OR any structures affronting natural water bodles. $10.0 for vertical seawalls onlTIan-made bodies of water. 25.00 for any combination of the above activities per site. Application is hereby made for a permit to authorize the activities described herein. I certify that I am familiar with the information contained in this application, and to the best of my knowledge & belief such information is true, complete & accurate. I further certify that I possess the authority to undertake the proposed activities. All provisions of laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any unty, state or federal law regulating construction or performance of construction 0 this type of facility. Date For Department Use Only Person accepting application ~--J S OO~ (00:5: :; C; Fee & receipt # Approved by Assistant Director Cost of permit Estimated cost of construction \ -.. \ n 1\ I , , I ~-1 ana rO.ter tc ~cn~ ec_ S.C.<!.lJ. Datt:'~). l.-- I. _ _ '/\JA. \ ,(. ,,,. /.' Ld \, - .I ..., 0", ....- ~ .~!!~P.? LN. ,.. . ',' . "'.... , ' , 4- , . '. ." ..... j .. : ... ~"I p '-. r J I '. .~.. '._1 9. i UJ' r,.' 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'- 3 r-. - ~ ~t1--- 1 I. +-t.wlf1~J ' ,'---,' r 7Zr#e i !~'~~~i.. i .?r,',r ~~;',~/fJ~;/'-' (7~ ~ 50 '? J.... <i-I". - ...--- c..... . J L ....'~,_J ( !~~~--t] I Q '-1 \ I I, ~ ..'. COlon""" I I ~.. -. \ i I 1/" :"'(\ I r --~-,'..: .\.1__...... , ~ I ..1 I : .~ 'i -~, ..:' ' ....' .~ , of "', ..... \",..f.s,f~ .\ " . I' .... If) >" f< -. A '..... J.-. t;", ,,~ .}........~..v.....,-._.: ...._,....,...... '1 . ~ '4i '-< f l7 f/ .' , '--;1 -;:- l) ., "'1", ..." ...-i ,..... \ o ~ (\) ol<71 ,1-... ',-<t_ ( t L. ....----, .-,~._~~_...."....,- -~-_..._...~._........ ~? Ii... ;i . I ' " TOPS ~ FOI\M 3397 LITHO IN u. ~. ". DEPARTMENTAL CORRESPONDENCE DATE February 3. 1981 Su BJECT Grav, Willian, Rip-ran seawall FROM :::::t":::::: 1lJ). DEP'TDirector, Planning, Bldg. & Zoning Environmental Biologist DEP'TP1:lnning, Rnilrlinp [.7.oninp, To LEr.AL TWSP 66s, RGE 28e, SECT 33, Cutthroat Harbor Estates, First Addition, Block 4 Lots, 7 and 8, (Sharp Lane) Cudjoe Key. Zoning is RU-l. PURPOSE: This project is to be reviewed by the Board of County Commissioners in accordance with Honroe County Ordinance 13-1980; fill below mean hiRh water. DISCUSSION: Applicant proposes to place 150 linear feet of rip-rap along his shoreline property and backfill with approximately 200 cubic years of fill. Both the rip-rap and fill will be pI aced wa t e rward 0 f ~fHW in Cud'; 0 e Bay. At one time, the applicant proposed a swimming basin, but due to objections by the ryepartment of Environmental Regulation, this aspect of the project was elininated. A flora and fauna list is presented in the attached DER report. REASON ~OR PROJECT: To reclaim eroded land and to prevent future erosion. EVALUATION: The placement of fill will eliminate the existing inter- tidal flora and fauna in the short term, however, these species will re-establish themselves on the rip-rap seawall. According to the project sketch submitted by Hr. Gray, the offshore turtlegrass (Thala~~ial will not be affected. RECO:1MENDAT ION: Approval with the following stipulation: 1. filter fabric be used in the rip-rap seawall to prevent upland runoff, , e . TOPS 'Y' FO'lM SUBJECT To FROM 3397 LITHO '" _. _. DEPARTMENTAL CORRESPONDENCE DATE Fphrl1ary 3.1981 Page t~vo Gray, William. Rip-rap seawall DEP'T DEP'T NOTES: RD/ j f 2. Place rip-rap boulders first and then backfill, 3. Turbidity curtains should be used to prevent transportation of suspended sedim~ '1-~~ DIR. PLNG" ZONING BLDG. l) . 2) . DER and Army Corps permits required. DER bio-report attached. DEPARTMENT OF ENVIRONMENTAL REGULATION PE~1IT APPLICATION APPRAISAL County: Monroe Date: 10-15-80 File No.: 44-34790-5E Applicant Name: William H. Gray Address: 1890 N.W. 29th St., Ft. Lauderdale, FL 33311 Agent (if applicable): Address: Location of project: Section(s) 33 Township 665 Range 28E Section(s) Township Range Local Reference: Cudjoe Key/Cutthroat Harbor Estates Water Body: Cudjoe Bay Water Classification of Project Area: III Adjacent Waters: III Aquatic Preserve: .Outstanding Florida Waters: National Key Deer Refuge On site inspection by: John A. Meyer Date of Inspection: 10-17-80 Original Application: Yes~ No__ Date of 2nd Insp. Revised Application: Yes No X Date: Biological and Water Quality Assessment A. Description of proposed project and construction techniques. Quantify area of project which extends into waters of the state (including the submerged lands of those waters and the transi- tional zone of the submerged land) as defined in Section 17-4.02 -and Section 17-4.28, Florida Administrative Code. C. Biophysical features of specific project site and spoil site if applicable. Include identification of bottom types and any relevant historical facts about the area of the project. . i , I I ---r i i I , 1 I 1 I I [ I ! B. Biophysical features of general area. Include comments concerning extent of development of adjoining properties as well as relevant historical facts about the area. D. Potential impact of project on biological resources and water quality. Address long-term impact as well as immediate impact for all aspects of the project. E. Suggestions, where appropriate, for modifications that may reduce or minimize the potential impact of project. PERM l6-10(Rev.6/79) GRAY, WILLIAM H. #44-34790-5E Monroe County - Cudjoe Key Page Two A. Applicant proposes the placement of 20 cubic yards of fill and 25 cubic yards of riprap along a residential shoreline and the excavation of a 35' x 25' x 5' inland basin to be used as a swimming area. This excavated swimming area will be connected to Cudjoe Bay by a five foot wide water exchange opening. Length of this opening will be approximately 4 feet. Applicant's revised drawings indicate the depth of this channel to be 20" MLW (drawing #5). Approximately 40 cubic yards will be excavated for the swimming area. Half of this will be used for the building pad, and the other half for the shoreline extension. An undetermined amount of white beach sand will be deposited around the fringe of the swimming area. Riprap to be deposited for shoreline stabilization will be approximately 3-4 feet in diameter on the outside or waterward side. Smaller diameter riprap (3-6 inches) will be placed behind the larger riprap to prevent runoff of newly placed fill. A 6' wide boardwalk will be constructed around all sides of the basin except the eastern or landward side. This boardwalk will sit on top of the proposed riprap and will be slightly elevated over the basin opening to form a foot bridge. Riprap will be hand placed with the aid of a backhoe. All equip- ment and materials will be brought, to the site via existing roads. B. The project site is located on the eastern shoreline of Cudjoe Bay on Cudjoe Key. Cudjoe Bay is a shallow (five feet deep, maximum) water body opening into the Atlantic Ocean south of Sugarloaf Channel. The shoreline of Cudjoe Bay is rapidly being developed for single family residences. Canals and channels have been excavated primarily on the east and west sides of the bay and fill has been placed along much of the shoreline. The majority of the shoreline vegetation is secondary, although re- growth is rapid. Cutthroat Estates is bordered on its waterward side by a man-made peripheral channel approximately 20 feet wide and 5 feet deep. Because of the shallow depths and the high productivity of the area, seagrasses have totally re-established themselves in this channel. These seagrasses extend landward from the channel to the mean low water line and are mixed here with luxuriant algae communities. Waterward of this channel are seagrass, algae, and soft coral communities. GRAY, WILLIAM H. #44-34790-5E Monroe County - Cudjoe Key Page Three C. The applicant presently owns two lots bordering Cudjoe Bay to the west and a deep man-made canal to the south. Canal frontage is 170 feet and bay frontage is 125 feet. These lots are naturally low lying lots with a Miami oolite substrate. Fill was placed here, possibly at the time of the peripheral channel excavation, but because of its loose uncompacted characteristics it has eroded along the shoreline. The applicant has apparently attempted to stabilize this shoreline by pouring concrete in various places along the apparent mean high water line. The upland portion of these lots are relatively barren of vege- tation with the exception of several species of upland grasses. The canal side of these lots drops sharply at its shoreline to an undetermined depth. Below the erosion line, the intertidal zone on the bay side is a gently sloping bottom consisting of limestone rubble. If allowed to return to a natural state, red and black mangroves (Rhizophora mangle and Avicennia germinans respectively) would repropagate this shoreline, as evidenced by numerous seedlings of these species on adjacent lots. Sea purslane (Sesuvium portulacastrum) was also observed growing just above the mean high water line on an adjacent lot. Benthic fauna along the applicant's intertidal area, as observed during the on-site inspection, consisted of numerous false ceriths (Batillaria minima), thin-shelled oysters (Iso?nomon sp), a sharp- ribbed drill (Eupleura sulcidentata), nerites Nerita sp), and an unknown species of limpet. A juvenile blue crab (Callinectes sapidus) was also observed in this area. Below the intertidal zone is a 5-10 foot wide shelf with a depth of 0-12 inches at low tide. This shelf supports an extremely productive community of turtle grass (Thalassia testudinum), manatee grass (Syringoduim filiformis), Batofhora sp; Acetabularis sp, Penicillus sp, and Acanthophora sp. Tota benthic area covered by this vegetative growth below MLW is estimated at 90 percent. Those species observed along the above mentioned shelf and which utilize the area as a feeding site include snapper (Lutjanus sp), barracuda (Sphyraena barracuda), juvenile fish and sea squirts. As referred to in Part B of this report, the shallow peripheral channel further offshore from the above ledge exhibits a well- established growth of turtle grass. GRAY, WILLIAM H. #44-34790-5E Monroe County - Cudjoe Key Page Four D. The project, as proposed. will have an immediate impact upon the existing shoreline by eliminating at least 20 square feet of productive benthic biola and most of the intertidal zone presently fronting Cudjoe Bay. Because of the shallow depth of the water exchange opening and the small area excavated, the presently productive bay bottom should, in the long term, reestablish itself rapidly, judging from nearby areas that have been ex- cavated. The placement of riprap should substitute for the habitat lost by the filling of the intertidal area so that this short term impact should also be offset over a period of time. The longer term adverse impacts anticipated from the proposed excavation of the swimming area are of considerably more concern. A basin of this type will facilitate increased upland runoff. further contributing to the nutrient load, which is expected to be high because of poor water circulation within the swimming area. Further complicating this problem will be the lack of nutrient filtering and assimilation from either shoreline vege- tation or benthic flora along the bottom of the swimming area, assuming this area is kept free of vegetation for sw~ing. An additional concern is the reduction of biological integrity within the basin if used entirely for swimming.