FLD2002-07020
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; Clearwater
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Planning Department F I L E
100 South Myrtle Avenu
Clearwater, Florida 33756
Telephone: 727-562-4567
Fax:727-562~76
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CASE #: ..FL-D 2..-00 z..... 0 7~ 2.-0
DATE RECEIVED: --=z..ibE} 1\ Z-
RECEIVED BY (staff initials): A_~
ATLAS PAGE #: ZS'i. ~ + z..~-:z.A
ZONING DISTRICT: H-"Cl. +- r
LAND USE CLASSIFICATION:
ZONING & LAND USE CLASSIFICATION OF
ADJACENT PROPERTIES: 1 I
NORTH: p+ OS~ C'~p + WC'i:
SOUTH: -r '~
WEST: ::r:
EAST: " .-We>..:
t3 SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION
m SUBMIT 12 COPIES OF THE ORIGINAL APPLICATION including folded site plans
m SUBMIT APPLICATION FEE $1 , 20 5 . 00
FLEXIBLE DEVELOPMENT APPLICATION
(Revised 08130/01)
....PLEASE TYPE OR PRINT.....
A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A)
APPLICANT NAME: Belle Harbor, LLC
2201 4th Street North St. Petersbur, g, FL 33704
MAILING ADDRESS:
PHONE NUMBER:
(727)823-0022
FAX NUMBER:
(727)821-2007
PROPERTYOWNER(S): Greenmack Clearwater, LLC
(Must include ALL owners)
30 Jeliff Lane Southport. ConnectiC:l1t Oh4Qn
AGENT NAME: Octavio Cabrera, P.E. c/o Florida Design Consultants, Inc.
MAILlNGADDRESS:2639 McCormick Drive
Clearwater, FL 33759
PHONE NUMBER:
(727)724-8422
FAX NUMBER:
(727)724-8606
STREET ADDRESS:
501 Mandala Avenue
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B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A)
LEGAL DESCRIPTION:
Lots 1-9 Yatch Baisn subdivision
05-29-15-99216-000-0010
PARCEL NUMBER:
6.165 Acres; 268,538 square feet
(acres, square feet)
PROPOSED USE(S) AND SIZE(S): Residential Condominiums - 200 units
(number of dwelling units, hotel rooms or square footage of nonresidential use)
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PARCEL SIZE:
(52 new slips and
Construction/reconstruction of multi-use docks
(include all requested code deviations; e.g. reduction In required number of parking spaces, specific use, etc.)
15 replacements slips for a total of 67 dock slips)
DESCRIPTION OF REQUEST(S):
DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TOR), A PREVIOUSLY APPROVED PLANNED UNIT
DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO L (if yes, attach a copy of the applicable documents
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C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5)
~ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED OR AFFIDAVIT ATTESTING TO THE OWNERSHIP OF THE PROPERTY
Copy of document enclosed.
D. WRITTEN SUBM.ITTAL REQUIREMENTS: (Code Section 3-913.A)
~ Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA:
1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it
is located. See attached project narrative.
2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly
impair the value thereof.
The proposed development will enhance the appearance,
functionality of the site. This in turn is expected to revitalize the adjecent
properties and provide a boost to the surrounding commercial use.
3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed
use.This development will have no negative impacts on the health or
safety or persons residing or working in the neighborhood.
4. The proposed development is designed to minimize traffic congestion . The proposed docks are for the exclm ive
use of those condo owners wishing to buy a dock. Since all users will alrEady
be residents of the condominium there will be no added traffic impacts.
5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development.
The proposed docks are consistent with the character of the vicinity and
would not hinder the existing boat traffic in the area.
6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts,
on adjacent properties.
The developer has minimized the number of proposed slips (fr m
those shown on the oriqinal site plan) to eliminate impacts to existing
seagrass beds and other environmentally desirable communities.
~ Address the applicable flexibility criteria for the specific land use as listed in each Zoning District to which the waiver is requested (use separate
sheets as necessary):
See attached project narrative.
Page 2 of 6 - Flexible Development Application - City of Clearwater
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E. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A)
m
SIGNED AND SEALED SURVEY (including legal description of property) - One original and 12 copies;
PlCQoosed
COPY OF ~ECOReED PLAT, as applicable;
PRELIMINARY PLAT, as reQuired;N/A
LOCATION MAP OF THE PROPERTY;
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TREE SURVEY {including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location,
including drip lines.) N / A
GRADINGPLAN,asapplicable;See 8~"xll" dock exhibits
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F. SITE PLAN SUBMITTAL REQUIREMENTS: (Code Section 4-202.A)
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K-
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SITE P~N wit~ the following information (notto exceed 24" x 36"): incl uding 8~" xlI II exhibi ts and other
All dimensions; . . f .
North arrow; supportJ.ng J.n orma tJ.on.
Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared;
Location map;
Index sheet referencing individual sheets included in package;
Footprint and size of all buildings and structures;
All required setbacks;
All existing and proposed points of access; N/A
All required sight triangles; N / A
Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen
trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc;
Location of all public and private easements;
Location of all street rights-of-way within and adjacent to the site;
Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas
and water lines;
All parking spaces, driveways, loading areas and vehicular use areas;
Depiction by shading or crosshatching of all required parking lot interior landscaped areas;
Location of all refuse collection facilities and all required screening (min. 1 Q'x12' clear space);
Location of all landscape material;
Location of all onsite and offsite storm-water management facilities;
Location of all outdoor lighting fixtures; and
Location of all existing and proposed sidewalks.
SITE DATA TABLE for existing, required, and proposed development, in writtenltabular form: N/A
Land area in square feet and acres;
Number of dwelling units proposed;
Gross floor area devoted to each use;
Parking spaces: total number, presented in tabular form with the number of required spaces;
Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage ofthe paved vehicular area;
Size and species of all landscape material;
Official records book and page numbers of all existing utility easement;
Building and structure heights
Impermeable surface ratio (I.S.R.); and
Floor area ratio (FAR.) for all nonresidential uses.
[J REDUCED SITE PLAN to scale (S Yz X 11) and color rendering if possible; See site p I an , ab ove
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[J FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: N/A
One-foot contours or spot elevations on site;
Offsite elevations if required to evaluate the proposed stormwater management for the parcel;
All open space areas;
Location of all earth or water retaining walls and earth berms;
Lot lines and building lines (dimensioned);
Streets and drives (dimensioned);
Building and structural setbacks (dimensioned);
Structural overhangs;
Tree Inventory; prepared by a "certified arborist", of all trees S" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees.
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Page 3 of 6 - Aexible Development Application - City of Clearwater
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G. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and
4-202.A.21) N/A
o STORMWATER PLAN including the following requirements:
Existing topography extending 50 feet beyond all property lines;
Proposed grading including finished floor elevations of all structures;
All adjacent streets and municipal storm systems;
Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure;
Stormwater calculations for attenuation and water quality;
Signature of Florida registered Professional Engineer on all plans and calculations
o COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL
(SWFWMD approval is required prior to issuance of City Building Permit), if applicable
o COpy OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS, if applicable
H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) N/A
o LANDSCAPE PLAN:
All existing and proposed structures;
Names of abutting streets;
Drainage and retention areas including swales, side slopes and bottom elevations;
Delineation and dimensions of all required perimeter landscape buffers;
Sight visibility triangles;
Delineation and dimensions of all parking areas including landscaping islands and curbing;
Proposed and required parking spaces;
Existing trees on-site and immediately adjacent to the site, by species, size and locations, including dripline;
Location, size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and
common names;
Typical planting details for trees, palms, shrubs and ground cover plants including instructions. soil mixes, backfilling, mulching and
protective measures;
Interior landscaping areas hatched and/or shaded and labeled and interior landScape coverage, expressing in both square feet and
percentage covered;
Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board);
Irrigation notes.
o REDUCED LANDSCAPE PLAN to scale (8 % X 11) (color rendering if possible);
o IRRIGATION PLAN (required for level two and three approval);
o COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable.
I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) N/A
Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part
of a Comprehensive Infill Redevelopment Project or a Residentiallnfill Project.
o BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials;
o REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 % X 11) (black and white and color rendering, if
possible) as required.
J. SIGNAGE: (Division 19. SIGNS I Section 3-1806) N/A
o Comprehensive Sign Program application, as applicable (separate application and fee required).
o Reduced signage proposal (8 % X 11) (color), if submitting Comprehensive Sign Program application.
K. TRAFFIC IMPACT STUDY: (Section 4-801.C) N/A
o Include as required if proposed development will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan.
Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's Trip General Manual. Refer to Section 4-801
C of the Community Development Code for exceptions to this requirement.
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Page 4 of 6 - Aexible Development Application - City of Clearw ater
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L. SIGNATURE:
I, the undersigned, acknowledge that all representations made in this
application are true and accurate to the best of my knowledge and
authorize City representatives to visit and photograph the property
described in this application.
Octavia Cabrera, P.E., Agent
{(~L,,7J d!zr;bA4~
Signature of property owner or representative
C/O Florida Design Consultants, Inc.
2639 McCormick Drive
Clearwater, FL 33759
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STATE OF FLORIDA, COUNTY OF PINELLAS :tel
swo~m to and subscribed before me this ~ day of
...J~!.J . A.D. 20 0 Z to me and/or by
~~G8~.q D Co.. '0 roe v Ct . who is ~IY known ":-
identifiestiorr.
1/; EdIth A SterlIng
. . My CornrnIlIIIon 00075095
~Clt':l ExpIres JanuarY 23. 2OlI6
Page 5 of 6 - Flexible Development Application - City of Clearw ater
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M. AFFIDAVIT TO AUTHORIZE AGENT: See attached letter of authorization
(Names of all property owners)
1. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location):
2. That this property constitutes the property for which a request for a: (describe request)
3. That the undersigned (has/have) appointed and (does/do) appoint:
as (hisltheir) agent(s) to execute any petitions or other documents necessary to affect such petition;
4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property;
5. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City
representatives to visit and photograph the property described in this application;
6. That (I/we), the undersigned authority, hereby certify that the foregoing is true and correct.
Property Owner
Property Owner
STATE OF FLORIDA,
COUNTY OF PlNB...LAS
Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this day of
, personally appeared who having been first duly swom
Deposes and says that he/she fully understands the contents of the affidavit that he/she signed.
Notary Public
My Commission Expires:
S:IPlanning DepartmentlApplication Formsldevelopment reviewlflexible development application. doc
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Page 6 of 6 - Aexible Development Application - City of Clearwater
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PROJECT NARRATIVE
This application is for a multi-use dock to be owned by the residents of Belle Harbor Condominiums, at
501 Mandalay Avenue (northeast comer of Mandalay and Baymont). There was a prior application for
the upland improvements, the condominium project, approved in 2001 (Development Order - Case # FL
01-09-31). This current application does not propose any changes to the previous development order.
The proposed docks number 67 slips, 15 constitute a replacement of existing permitted slips and the
remaining 52 slips are new construction. Based on our pre-application meeting with the Planning
Department, Mark Parry, a detennination has been made by the city that our site's configuration
warrants treating this parcel as having two shorelines, one along the north seawall fronting the Yacht
Basin, the other along the east seawall fronting the Harbor. Due to the existence of protected habitats
(sea grasses and oyster beds), the applicant has designed a plan that offers maximum protection of those
environmentally desirable habitats. In the process, however, we have been forced to deviate (ever so
slightly) from one of the City's requirements. A description said deviation and our justification for it's
approval follows:
Setback Deviation -
The north shoreline has one applicable setback, from the west. That north shoreline is approximately
520 feet, thus the required setback would be 52 feet (10% of 520 ft). The proposed setback is 44 feet
from the west shoreline. (68 ft. from the west property line, which is also the easterly right of way line at
Mandalay Avenue).
Justifications for setback deviation -
1. The proposed docks along this shoreline are a replacement of existing permitted docks. This
deviation already exists and could continue indefinitely even if the current application is not
approved.
2. This westerly setback deviation would not be necessary, if the docks were shifted eastward. Such
a shift, however would result in negative impacts to the environmentally desirable habitats in that
area. While the impacts may be permittable, applicant would prefer no impacts.
3. Being located at the end of the Yacht Basin, there is no neighbor to the west.
We urge the City to approve the aforementioned deviation and approve this application as revised. The
applicant has placed the major emphasis in preparing an environmentally sound proposal, in the process
one minor deviation has resulted. The City ordinance, however, provides for approval of justifiable
deviations to the requirements.
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Uuj AUG 1 ~2002j
f'Llu'.lN1NG 0. DE:\,iL:LOPMI:NT SvCti
CITY OF CLEAHWt\lER
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COMPLIANCE WITH CITY'S CRITERIA
a. Use and Compatibility
1. The proposed dock is for the exclusive use of the condo residents.
11. The proposed dock is in harmony with the scale and character of the approved
residential condominium project (200 units). The project, with but one minor
exception; meets all required dimensional standards. The "future" development
of the Harbor side, as envisioned by the City's Beach-by-design plan, calls for a
boardwalk and docks to be built along the entire waterfront from the Causeway to
north of this project.
iii. The proposed dock is compatible with navigation patterns in the general vicinity.
It should be noted that the existing easterly shoreline of the adjoining property to
the north (City owned property) extends further into the channel than the
proposed Belle Harbor Docks.
b. Impacts on existing water recreation activities
The Belle Harbor site has a number of existing docks, therefore, this is not a new use. The
width of the waterway at this location will easily accommodate the small increase in boat
traffic proposed by this development. The proposed dock construction does not constitute a
negative impact.
c. Impacts on Navigation
The proposed docks extend approximately 300 feet from shoreline. The navigational channel
is approximately 800 feet from the shoreline. There will be no negative impacts to
navigation.
d. Impacts on marine environment
1. Docks have been designed to prevent any negative impacts on existing grass beds
and other aquatic resources. See enclosed 8 W' X 11" exhibits and the various
reports included as appendices to the ERP application.
11. Docks will not have an adverse impact upon natural marine habitats, or marine
life. See enclosed environmental reports prepared by Delta Seven, Inc. (the
projects environmental consultant). These reports address impact minimization
and contains historical data on manatee records for this vicinity.
F!lE COpy
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UU AUG 192002 iW
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f-LANNING & DEVELOPi\1l:Nl svC~
CllY OF CLEARWt\-j Ell
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e. Impacts on Water Quality
1. See appendix B - Water Quality Report;
Appendix C - Sediment Chemistry Report;
Appendix D - Tidal Datum Elevation and
Appendix E - Hydrographic Determination, copies enclosed
11. The dock will not cause erosion, nor any other negative impact to water quality.
f. Impacts on Natural Resources
1. The dock will not have a negative impact upon natural resources. Existing
habitats have been identified and the proposed docks have been configured to
eliminate such impacts. Please refer to environmental reports by Delta Seven,
Inc., enclosed with this application.
11. See answers to i., above.. Additionally, during dock construction/dredging the
contractor shall provide the necessary turbidity barriers, silt screens, etc.. to
prevent impact to the critical habitats. Please see ERP Application, Part E-
Construction Methods for additional details. Turbidity levels shall be monitored
during construction to ensure compliance with the permit conditions and to ensure
that protective measures are maintained until such time as no longer required.
g. Impacts on wetlands/habitat/uplands
There are no upland impacts proposed by this application.
h. Dimensional Standards
1. Setbacks
Along North Shoreline - 52 LF (10% of shoreline width), See Deviation
Justification, above.
Along East Shoreline - 53LF (10% of Shoreline width).
11. Length
Along North Shoreline - 25% of waterway width (avg. waterway width:l: 212 ft),
but no more than 75% of shoreline (390ft)
Along East Shoreline - 25% of Waterway width (avg. waterway:l: 1600 ft.), but
no more than 75% of shoreline (397.5 ft).
111. Width
Along North Shoreline - 390 ft. max
Along East Shoreline - 397.5 ft. max
IV. Covered boatlifts - None proposed.
Deviations - One side setback deviation, from 52 feet to 44 feet. See Deviation
Justification, above.
R:\Belle Harbor Project Narrative.doc
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July 10,2001
To Whom It May Concern:
Please consider this letter as authorization for Octavio Cabrera of Florida
Design Consultants, Inc. to act as agent, on behalf of Greenmack Clearwater
LLC, owner, by Greenfield Clearwater LLC, managing member, in pursuit of
any and all land development permits for the proposed Belle Harbor
Condominiums in Clearwater, Florida.
Octavio Cabrera, P.E.
Florida Design Consultants, Inc.
2639 McCormick Drive
Clearwater, Florida 33759
Eu ;Z\. Gorab
President
Greenfield Clearwater, LLC
ACKNOWLEDGEMENT:
Commission Number: ~ '7 L/7
(Affix Notary Seat)
STATE OF ~*a.J-
COUNTY OF ~t.LJeJ
This is to certify that on thisL/lf&ay of Juh2002, personally appeared before me, Eugene A.
Gorab, as president of Greenfield ~~ter, LLC, managing member of Greenmack
Clearwater, LLC a Florida Limited Liability Compag,y, who is personally known to me or
produced ~ as identification and ~id _ did not take an oath, known to be
the person described in and who executed the foregoing instrument of dedication and
acknowledged the execution thereof to be his free act and deed as such officer for the uses and
pu~oses herein expressed, and that said instrument is the act and. deed ~o\~y
WItness my hand and seal on the above date. ~ ~ N~~
Signature -
/:flotary Public
State of ~ .( -e fi ~ JP
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~~ I. '1'- t ~o~~o \
-GREENE & SCHERME' ~f \P~ -- W
ATTORNEYS ATLA W u-- \
1301 SIXTII AVENUE W, SUITE 400 ,
BRADENTON, FLORIDA 34205
TELEPHONE: (941) 747-3025
FACSlMILE: (941) 747-6937
VIA FAX (727)724-8606
May 22, 2002
Mr. Robert C. Wright, Jr.
Aorida Design Consultants, Inc.
2639 McCormick Drive
Clearwater, Florida 33759
Re: Belle Harbor Plat
997-182
Dear Rob:
The following is in response to your plotting checklist:
1. Official Name of Plat: Belle Harbor
2. Official Record Book number and Pace numbers where latest deed is recorded:
Deed recorded in Official Records Book 11231, Page 2655. Copy attached.
3. Name of Title Holder: Greenmack Clearwater liC, a Florida limited liability
company.
4. State of Corporation: Florida limited liability company
5. Official names and titles of the two signatories: Signature block and
acknowledgments for plat:
Greenmack Clearwater LLC
By: Greenfield Clearwater LLC, managing member
By:
Name: Euaene A. Gorab
. Title: President
Attest:
Name: Banv P. Marcus
Title: Senior Vice. President
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OS/22/2002 WED 16: 32 [TX/RX NO 8907] IdJ 001
STATE OF
COUNTY OF
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The foregoing instrument was acknowledged before me this _ day of
2002, by Eugene A. Gorab as President and Barry P. Marcus, as Senior Vice President of
Greenfield Clearwater LLC, a Connecticut limited liability company, as monaging
member of Greenmocl< ClealWoter LLC, a Florida limited liability compony.
Personally known OR _ Produced identification
os to Eugene A. Gorab
Type of Identification Provided
Personally known OL- Produced identification
as to Barry P. Marcus
Type of Identification Provided
Notary PUbfic
Printed Name:
My Commission Expires:
Commission No.:
(SEAL)
6. Any mortooae held on orooerfv: GREENWICH CAPITAL FINANCIAL PRODUCTS, INC., a
Delaware corporation
O.R. Book and paces where recorded and Date recorded: Recording information will
be provided with O&E.
7. If mortoaae is heldl State of Corooration and officiol names and titles of sianatories:
Deloware corporation. Signatory information will be requested.
B. WiI/ need O&E letter 30 days before olat is recorded: Title search for O&E letter ordered.
Please advise when needed.
9. Any additional easements as reauired for site olan: Please determine if additional
easements ore needed. Plat contains utility easements to be vacated so please
consult with utility providers as to easement requirements.
Sincerely yours,
q~
Robert F. Greene
cc: Gail Cooper
JMC Communities
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OS/22/2002 WED 16: 32 [TXlRX NO 8907] I4J 002
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PREPAfla') elf AND RETURN TO:
dassph d. Gorcta. .Jr.
..JOsePH J. SCROTA, JA., P.A.
2810Q (J,S. Hls"wa)' 19 North. Suire 504
CJearwatet". FlOrida ~e1.2G86i
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SPECIAL WARRANTY DEr=D
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THlS INDENTURE: made this 2a-- day of February. BOO1 f bt:rtweCI'I the foUawIn~ named
paftios:
GRANTOR; WMA LAt<e. INC.. a Florida. COfPOI8.1ian
GRANTDR'S ADDReSS: ~_ CftIoa ~ 84S8. Clearwater. Florida s:s7fi7
Gn&ree! GAe&NMACiK CLEAAWA~~ LL.C.. II Florida limited liabQJ&y companV
QRANTEe~ODAESS; SO ...... \,ana, $ou'ChpOrt. Connacticut ae4SO
(Wherever I8i8d herein ttte.leln18 "Grantor'" anc:r"-Grantcd (~o "'lhe pBl'ttoo tu
th$1nstrUrnent arad the hairs. Ie(pI O!lp1'8SSnta1ives and assl9rs of ind~. and
1:he successors ancI as~ of corporations)
WITNESS ETH:
T"Ullt. tile C3rantor. for ru1d In CDnSIdaradan crt U1G $urn of TEN ANa NOIJOg ($10.00)
DOLLARS an~ Dbr"-1luabfa ~ rueelpt Wheracrf Ia t1eruby aclcn~ecfged. bYtheso
pl8S~ ~$ ararw. bargain. sell., alien. rpm~, ~. r:oJftIUIJ Elnet confirm lJr1tO trle Gram:e~
aU that~n 'land ~ituare In Pktellei CaurdY~ Aorfd4. viZ;
Lots 1 tt1(QUQh S. YACHT BASIN SUBDIVISION. 8CQQI'ding to the Phlt theteaf)
~ in plat Book 2:6. Page as, p~ Aacorcls Q'f Plnellas CQUnty, Florida.
Property address: SO" Man"'a1~ Avonpe. ClOi!UWIid$r. AoriQa. ~-1i'03
Talf Parcell.D.# QS-29.,~1$-OC1D-DO'O
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1"'OCaEi"11-tER WIth an 1I'1C ~, hl1l'G~ts1 and appurtonances theldO boJonGif19
or in sn)fWlSCl ~GJtajnin9~ . .
.
TO HAVe. AND TO HCLD~ the $arne In fOIliil simple forever.
If AND~P GraniL1r hurdby oovenants with said Grantee that tc Is JaWfUlIy sei%eCl of said land .
in fee ample; 1ha11t hDB 9QOd right and lawful authoritv to self and convey ~ land; d1ar K l'lerebY
speQially _arrams the tjtIa to safel ,and for any ac;4s of 1hlil Grantor aI1d WlII defend ,.,e sarno
aea'nst the la\NtiJf Cllaims of all pGfliOl\C eJQimtng tay, 1I1rough Dr onder Grantor but not Dtherwlse;
IiInd tfIa.t said land Is free or all Eltlcumbrancce except lhe. foI~it;t9:" _-. - - -.... ,
.. ~ .. ---..-.. .... -..... .. ... ....... - .
. '1~. . ~ 1. . ~1ec=1 'tel taX8$ end 8S5eSsmarrt:s fortha ~r cd eDnveyanee and GUbsequent
"'5....M years.
nC- ~
nR2~ .. ~. Subj&et to Drstnlwtion e;asement granlDd to FtoricIil Power Corpora.tUu1 ~
D:! ~, fn~ recorded in O.R. eootc 6026~ Page 1740~ PUbliC REtCQrQs of Pmellas
:.. ;,.! CQUnty. Florida..
:. r_ ~
"l~ -
..~V ~ -G SUbject tg o.ny ~nd an rights of1he UnIted states ofAmBrfaa a"erSlf'(Iat)ds I')DW or
~t.t%'~ ~ tormCJrI';( lyff\g U"det navlg:UJ1e waxe"". ~ng ~ reason of thg lSUtho~ of the
':: =":A1. _ ~
.or
Spec;ial W~n1;y ~
PQ4.1e,ot2
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..
05/22/2002 WED 16: 32 [TX/RX NO 8907] @003
~.'-IO-U' U4:U3pm
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7:.3~~.~1~~ __~=3~4 P.004/00S F-468
Pt~~S CQUNTY ~L~.
. . ar~.~CQ.e~ 'Ia3J ~G 2SSa
United $ta.toGS af ArneJ1ca 1;0 ~ol na-vlgabfa watef'$ an the lmsrest of hsVlgatian
artd IPCmme~~ anCf env CClr1cfttioru: corrtBined In any permit au1hortzing the filing of
suc:l1 iI...e~.
From-HOGAN' HARTSON L.L.P.
rrDV-b~nrl~~~ '.1.- ~~-
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. -
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4. $ubiecl'fa me rlghte at partI~ now In poe5ession under W1Y Qnrecorcled leases.
~
5. SUbject lC me t&trml antf provISions of elf agreements and ftanchis6$ pertaining to
'\he costl instaJIaUonl operation. and maintenance of gas. W~tef anglor I5Cilwer
faGIlit~~.
Sub)!lC;1 CO 2O"ihg tH\d DInar governmental regulations afleoting the U!ie gf the
property.
IN WITNESS WHEREOF 1tle s~ Cinaoccar has signed and seabd mese prSSSl\ts mB day
andye.firatabav:e~' . . . I .. .
~:'~~ed.,..pr:serzea~:ead~~" ...............~ "GRANmFl"
~ ~ LIMA LAKE. IN~, _a. F~ C'QfPOM1ian
~~~
By: Mich.' C. Rausch. Pte$ident
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The for&goJnQ IJ'13trumcnt was acknoWladge\'i before rno thr~ .;eel ~ day of FebruaIY,
2001, by Michael C_ llausCiI'V Prooident of UMA a....AKe. INC.. II Florida corpora:.ton, Wha a i8
pl!,..ozonally Icnawn to me Qr Bhas pR:ld1Jced .:;rll;.<<ols J",,~ ;"d!lnS'" as ldemJftf;a1lon.
~~.,~ l!._ J~~
IB of NatEuY Public
Printed ~:
r::o.ul.*ion Ebpifl3s:
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9pGlC1Q1 W..~ty Deed
~2ote
OS/22/2002 WED 16: 32 [TXlRX NO 890i] ~ 004
I \
JUL-25-2002 10:45
.c Cm1~'1UN I TIES
.
8138212007 P.02/05
.... J __...:---
~
,
I'
This instrument was prepared by
and retlJm tg;
Timothy A. Johnson, Jr., esquire
Johnson, Slakely. Pope, BO/(l)f,
Ruppel & Burns, P.A.
P. O. Box 13SS
C/sarwater, FL 33757-1368
QUIT CLAIM DEED
THIS INDENTURE is made on February ..6..., 2002, between OLIVER R.
OGDAHL and RJCHARD H. FUDALI, a majority of the surviving directors, as Trustees
of YACHT BASIN APTS., INC., a dissolved Florida corporation, (collectively, "Grantor")
and GREENMACK CLEARWATER. LlC. a Florida limited liability company
("Grantee"), whose post office address is 30 Je/liff Lane, South port. Connecticut
06490.
WIT N E SSE T H:
-----....--.........-
Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other
good and valuable consideration, the receipt of which is hereby acknowledged, has
remisQd. released and quitclaimed. and by these presents does remise, release and
quitclaim unto Grantee all the right. title, interest, claim and demand which Grantor has
in and to the following described real property located in Pinellas County, Florida:
See Exhibit "A" attached hereto and made a part hereof.
Real Estate Tax Parcel Number: None assigned.
Grantee's Tax Identification Number. Y. 7 :>.- - ,'Z.- I 0 ~ ,
- ~
TO HAVE AND TO HOLD the same, together with all i and singular
appurtenances thereunto belonging or in anywise appertaining1 and all the estate, right,
FILE COpy
Oi /25/200-f"THU 10: 16 [TXlRX NO 9685)- ~ 002
I
I,'
.c COt-1i'1UH I TIES
.
8138212007 P.03/05
JUL-25-2002 10:45
title. interest and claim whatsoever of Grantor, either in law or equity, to the only proper
USS, benefit and behoof of Grantae.
IN WITNESS WHEREOF, Grantor has executed this deed the day and year
above written.
WITNESSES:
~D.!iJ.i!f, 'i ~
~ature .
t;;);~~
Sign ture
fJJ q~ .A (~ r()...aul.,i/oh
Print name
Address:~~~~f1
N-i? . -, ~,6
STATE OF MINNESOTA )
COUNTY OF Ht&J~{!.b4
The foregoing instrument was acknowledged before me this February --L.
2002, by OLIVER R OGDAHl. Surviving ~.Jor. as Trustee of Yacht Basin Apts..
Inc., a dissolved Florida corporation. HA I]rls personally known to me or 0 has
produced as identification.
&~ '-( ~
ary Public _
Print name: .;]O~Q.R.. L. S,pJc. (C'
My commission expires: 1.3 j Juo s-
"'U:_~~_
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~ .<It:)ON
t:l301dS , 3~^or
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Oi/25/2002 THU 10:16
[TXlRX NO 9685] I4J 003
JUL-25-2002 10:45
.c CDt'1r1UN I TIES
.
, .
~ er)
Print name
c2~Lu~d~~
Signature
t2d.t LJj' I t) L ~ - ~ll'") ctt.
Print name
.
8138212007 P.04/05
~
RICHARD H. OAL I $U1viving Director
as Trustee of Yacht Basin Apts.\
Inc., a dissolved Florida corporation
Address: '21 tl1 '-Itkh/Zoc /L-
j..) J tl.J gJt\~ ~~ M fUrs-I I '2-
STATE OF FLORIDA )
COUNTY OF COLLIER }
:ru..J
The foregoing instrument was acknowledged before me this .feg~ry :J~
2002. by RICHARD H. FUOALl1 Surviving Director. as Trustee of Yacht Basin Apts.,
Inc.. a dissolved Florida corporation. He IKJ is personally known to me or 0 has
produced . as identification,
rA~I~.~;~~.-I'~;::";':'{:~ ,I"': ," ....:.~
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02I0st0:2 09:30AM 11-1
41913.103126
lJ'2S9566 v1 .
JUL-25-2002 10:35
19417476937
~~
Notary Public '. .
Print name: ~ OLLlntJtJY
My commission expires:
-3-
97% P.04
07/25/2002 THU 10: 16 [TX/RX NO 9685] [4] 004
JUL-25-2002 10:46
~C COMMUNITIES
.
8138212007 P.05/05
, .
EXHIBIT nA'"
That c~rtain tract of land bounded on the West by Mandalay Road, as said Mandalay
Road is shown on the R.evised Map of Clearwater Beach as recorded in Plat Book 11.
on Page 5, of the PUblic Records of Pinellas County. Florida, bounded on the North by
an Eastwardly projection or extension of the North Line of Rockaway street, according
to said plat, extended to its intersection with the channel in Clearwater Bay; and
bounded on the East by the channel in Clearwater Bay, and bounded on the South by
the Eastwardly projection of the South line of Baymont Street, according to said plat,
extended Eastwardly to its intersection with the ~annel in Clearwater Bay;
TOGETHER with both upland and submerged lands within the aforesaid boundary
. lines, and together with all riparian rights thereunto appertaining and belonging;
LESS AND EXCEPT:
Lots 1 through 9, YACHT BASIN SUBDIVISION, according to the plat thereof,
recorded in Plat Book 25, Page 35, Public Records of Pinellas County, Florida.
TOTAL P. 05
Oi /25/2002 THU 10: 16 [TXlRX NO 9685] !4J 005
FLORIDA DE.TMENT OF ENVIRONMENT. PROTECTION!
WATER MANAGEMENT DISTRICTS!
U.S. ARMY CORPS OF ENGINEERS
JOINT APPLICATION FOR
ENVIRONMENTAL RESOURCE PERMIT!
AUTHORIZATION TO USE
STATE OWNED SUBMERGED LANDS!
FEDERAL DREDGE AND FILL PERMIT
Octavio Cabrera
JIJ' ? ~ '002
FL P.E. No. 14663
FILE COpy
rc:#(tfU,3 7/JS(O'L
.
.
ENVIRONMENTAl RESOURCE
PERMIT APPLICATION
SOUTHWEST FLORIDA WATER
MANAGEMENT DISTRICT
2379 BROAD STREET. BROOKSVlLLE, FL 34609-6899
(352) 796-7211 OR FLORIDA WAYS 1 (800) 423-1476
SECTION A
PART 1:
Ive any of the activities described in this application proposed to occur in, on, or over wetlands or other surface waters?
181 yes D no
Is this application being filed by or on behalf of an entity eligible for a fee reduction? D yes 181 no
PART 2:
A. Type of Environmental Resource Permit Requested (check at least one)
D Noticed General - include information requested in Section B.
D Standard General (single family dwelling)-include information requested in Sections C and D.
D Standard General (all other projects) - include information requested in Sections C and E.
D Standard General (minor systems) - include information requested in Sections C and H.
D Standard General (borrow pits) - include information requested in Sections C and I.
D Individual (single family dwelling) - include information requested in Sections C and D.
181 Individual (all other projects) - include information requested in Sections C and E.
D Individual (borrow pits) - include information requested in Sections C and I.
D Conceptual - include information requested in Sections C and E.
D Mitigation Bank (construction) - include information requested in Section C and F.
(If the proposed mitigation bank involves the construction of a surface water management system requiring another permit
listed above, check the appropriate box and submit the information requested by the applicable section.)
D Mitigation Bank (conceptual) - include information requested in Section C and F.
B. Type of activity for which you are applying (check at least one)
181 Construction or operation of a new system, including dredging or filling in, on or over weUands and other surface waters. (If
reapplying for an expired, denied or withdrawn permit! application, please provide previous permit
# .)
D Alteration or operation of an existing system which was not previously permitted by SWFWMD or DEP.
D Modification of a system previously permitted by SWFWMD or DEP. Provide previous permit #
and check applicable modification type.
D Alteration of a system D Extension of permit duration D Abandonment of a system
D Construction of additional phases of a system D Removal of a system
C. Are)'OU requesting authorization to use State Owned Submerged Lands. D yes 181 no
If yes, include the information requested in Section G.
D. For activities in, on or over weUands or other surface waters, check type of federal dredge and fill permit requested:
D Individual D Programmatic General 181 General D Nationwide D Not Applicable
E. Are you claiming to qualify for an exemption? oyes 181 no
If yes, provide rule number if known
T:\SWFWMD\JMC COMMUNITIES SECTION A.DOC
.
.
PART 3:
A. OWNER(S) OF lAND B. APPLICANT OF OTHER THAN OWNER)
NAME NAME
John Hobach
COMPANY AND llTLE COMPANY AND llTLE
Greenmack Clearwater, LLC Belle Harbor, LLC
ADDRESS ADDRESS
30 Jelliff Lane 2201 41h Street North #200
CITY, STATE, ZIP CITY, STATE, ZIP
Southport, Ct 06490 Sf. Petersburg, FL 33704
TELE~E (203)2~7788 TELEPHONE( 727) 823-0022
FAX ( ) FAX (727) 821-2007
C. AGENT AUTHORIZED TO SECURE PERMIT OF AN AGENT IS D. CONSULTANT OF DIFFERENT FROM AGEN1)
USED)
NAME NAME
Octavio Cabrera, P.E.
COMPANY AND TITLE COMPANY AND llTLE
Florida Design Consultants, Inc.
ADDRESS ADDRESS
2639 McCormick Drive
CITY, STATE, ZIP CITY, STATE, ZIP
Clearwater, Fl33759
TELEPHONE(727) 724-8422 TELE~E( )
FAX (727) 724-8606 FAX ( )
PART 4: PROJECT INFORMATION
A. Name of project, including phase if applicable: Belle Harbor
B. Is this application for part of a multi-phase project? o yes 181 no
C. Total applicant-owned area contiguous to the project: 6.17 acres upland area *
D. Total project area for which a permit is sought: acres
E. Total impervious area for which a permit is sought: By Deed acres
F. Total area (metric equivalent for federally funded projects) of work: in, on, or over wetlands or
other surface waters: _acres or 116.362 square feet <-hectares or _square meters)
G. Total number of new boat slips proposed: 67 (53 new and 14 replaced)
*(A Separate ERP application shall be submitted for the development of the uplands)
Page 2 of 5
T:\SWFWMDIJMC COMMUNITIES SECTION A.DOC
. .
PART 5: PROJECT LOCATION (use additional sheets, if needed)
County(ies) Pinellas Countv
Section( s) 5 Township 29 South Range 15 East
Section(s) 8 Township 29 South Range 15 East
Land Grant name, if applicable
Tax Parcel Identification Number OS/29/15/99216/000/0010
Street address, road, or other location 501 Mandalav Avenue
City, Zip Code, if applicable Clearwater, FL 33767-1745
PART 6: DESCRIBE IN GENERAL TERMS THE PROPOSED PROJECT, SYSTEM, OR
ACTIVITY.
The applicant propOses to redevelop the existinf,l dockinf,l facility to meet the reauirements of
the current local housinf,l demands. The main eastern access pierwill be constructed as a free
standinf,l dock built within the alif,lnment of the current structure and will extend out bevond
the existinf,l terminus to the edf,le of the f,lrass. Addition of 48 new slips will be provided. The
slips planned alonf,l the north sea wall consist of the reconfif,luration of the 8 existinf,l
structures and the addition of 5 new slips. Maintenance dredf,linf,l will be performed in order to
utilize the water for boat slips.
Minimization and avoidance practices have alreadv been exercised (Avoidance and
Minimization RepOrt) and the resultinf,l habitat is expected to include intertidal hard substrate,
ovster bars, sand flat, mud flat, scattered small manf,lroves and submemed sea f,lrasses.
Page 3 of 5
T:\SWFWMDIJMC COMMUNITIES SECTION A.DOC
.
.
PART 7:
A. If there have been any pre-application meetings for the proposed project, with regulatory staff,
please list the date(s), location(s), and names of key staff and project representatives.
Date( s) Location(s)
Oct 31. 2001/SWFWMD-Tampa
April 2. 2002lSWFWMD-Tampa
Ma 7 2002lACOE - Tam a
Names
Michelle Hopkins Alberto Martinez
Pat Franz Michelle Hopkins
Richard White
B. Please identify by number any MSSW/WRM (dredge & fill)/ERP/ACOE permits or applications
pending, issued or denied and any related enforcement actions at the proposed project site.
Agency
*SWFWMD
Date
Submitted 7-18-02
Numberl Type
ERP
Action Taken
Pending
C.
1.
See Labels
3.
4.
5.
6.
Storm water upland portion 0 development.
Page 4 of 5
T:\SWFWMD\JMC COMMUNITIES SECTION A.DOC
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.
.
PART 8:
A.
By signing this application form, I am applying, or I am applying on behalf of the owner or applicant, for
the permit and/or proprietary authorizations identified above, according to the supporting data and other
incidental information filed with this application. I am familiar with the information contained in this
application, and represent that such information is true complete and accurate. I understand that
knowingly making any false statement or representation in the application is a violation of Section
373.430, F.S. and 18 U.S.C. Section 1001. I understand this is an application and not a permit and
work prior to approval is a violation. I understand that this application and any permit or proprietary
authorization issued pursuant thereto, does not relieve me of any obligation for obtaining any other
required federal, state, water management district or local permit prior to commencement of
construction. I agree, or I agree on behalf of the owner or applicant, to operate and maintain the
permitted system unless the permitting agency authorizes transfer of the permit to a responsible
operation entity.
Date
B.
AN AGENT MAY SIGN ABOVE ONLY IF THE FOLLOWING IS COMPLETED:
I hereby designate and authorize the agent listed above to act on my behalf, or on behalf of my
corporation, as the agent in the processing of this application for the permit and/or proprietary
authorization indicated above; and to fumish, on request, supplemental information in support of the
application. In addition, I authorize the above-listed agent to bind me, or my corporation, to perform
any requirement which may be necessary to procure the permit or authorization indicated above.
n p th\0c^ '
PrInt No of Owner 01' Applicant Corporate Tlfle, if applicable
1 I b'\...-
e
C.
PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOLLOWING:
I either own the property described in this application or I have legal authority to allow access to the
property, and I consent, after receiving prior notification, to any site visit on the property by agents or
personnel from the Department of Environmental Protection, the Southwest Florida Water Management
District and the U.S. Army Corps of Engineers necessary for the review and inspection of the proposed
project specified in this application. I authorize these agents or personnel to enter the property as
many times as may be necessary to make such review and inspection. Further, I agree to provide entry
to the project site for such agents or personnel to monitor authorized work if a permit is granted.
By:
Date:
D.
I certify that the engineering features of this surface water management system have been designed by
me or under my responsible charge and in my professional opinion conform with sound engineering
principles and all applicable rules and specifications. I further agree that I or my engineering firm will
furnish the applicant! permittee with a set of guidelines and schedules for maintenance and operation of
the s water mana ent ystem.
eAFFIX SEALe
-Octavia Cabrera P.E.
Name (please type)
Florida Deslan Consultants. Inc.
Company Name
EB# 7421
# 14663
FL P.E. No.
~~II 6
I, 1/ C2
2639 McCormick Drive
Company Address
Clearwater. Florida 33759
City, State, Zip
Phone: l?gn 7.24-8422
T:\swfwmd\JMC Communities Section A.doc
Page 5 of 5
T:\SWFWMD\JMC COMMUNITIES SECTION A.DOC
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.
Avoidance and Minimization Report
Belle Harbour
(Formerly Catalina Beach Resort)
Clearwater Beac~ Pinellas County, Florida
July 2002
Prepared by
Thomas R Cuba and Jennifer A. Jacukiewicz
Delta Seven Inc., PO Box 3241, Saint Petersburg, FL 33731
www.Delta.Seven.com
Owner
Greenfield of Clearwater, LLC
30 JelliffLane
Fairfield, CT 06430
Site Identification
The property is located in Section 5, Township 29S, Range 15E: in the County ofPinellas and
within the municipal boundaries of the City of Clearwater.
PID: OS/29/15/99216/000/0100
Platted as lots 1 through 8, Yacht Basin Subdivision, PB 25, PG 35.
Location
The address of the property is 501 Mandalay Avenue, Clearwater, FL A location map has been
attached (Figure 1).
Situation
Belle Harbour is an urban revitalization redevelopment project in which an old concrete block
apartment building complex is being replaced with condominiums designed to meet current local
housing demands. Associated with the upland redevelopment is a redevelopment of the existing
docking facility. The number of slips provided by the current dock structure is inadequate to
meet the needs of the future residents. The general configuration of the surrounding waters is
sufficient to support a multiple slip residential facility. There are 200 residential units planned.
FILE COpy
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Figure 1: Location Map.
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FILE COpy
Belle Harbour - A&M Report
Pal!e 2
~-~---
.
.
Belle Harbour - A& M Report
Page 3
History
Based on a review ofPinellas County historical aerial photographs, the site was previously
developed as an apartment complex sop1etime prior to 1942. Prior to that development the site
was submerged lands as evidenced by the 1926 aerial. In that view, the.filling of the land has
begun. The submerged lands to the north were apparently used as a source for fill material. The
basin created by this dredging has been intermittently but frequently used as a mooring facility.
The most recent such use was the construction of an 14 slip facility in the mid 1990s.
General Upland Conditions
The upland area is an occupied apartment complex; the Yacht Basin Apartments. It is composed
of 10 buildings, a swimming poo~ and associated parking. The wetland boundary is made by a
concrete seawall which extends the full length of the shore and small area of accreted sands.
The seawall is 1056 linear feet (Appendix A).
The general condition of the seawall appeared good, there being only one significant and
obvious failure. Three drainage pipes emerge from the immediately adjacent properties, but the
drainage from the complex is not treated and is discharged as sheet flow.
General Wetland Conditions
The waters associated with the property are fully submerged marine habitats and the intertidal
zone associated along the vertical face of the seawall. Additionally, there are two emergent
sandbars, one along the north seawall and one along the east seawall.
Resources at Risk
The existing natural resources include intertidal hard substrate, oyster bar, sand flat, mud flat,
scattered small mangroves, and submerged sea grasses. The hard substrate is composed of a
small amount of limestone rip rap at the base of the sea wall. There is approximately an 8 inch
wide band of oysters, Crassostrea virginica, growing on the rip rap. An oyster bar has
apparently colonized on anthropogenic debris but it had aged to the point of being
indistinguishable from a naturally developed bar. The north sand bar is intertidal and supports
one small mangrove. Mudflats make up the majority of the subtidal bottom to the north. To the
east, intertidal sands grade into a bed of Halodule wrightii and then into Thalassia testudinum.
At water depths of 4 to 5 feet, the sea grasses terminate and sandy muds complete the resources.
During field work on August 17,2001, a solitary manatee was observed traversing the area.
Data
The following data were collected in order to assure that development decisions were made with
the best available scientific foundation: Water quality, Grain size analysis, Sediment chemistry,
Ichthyofauna, Infauna, Hydrographic survey, Bathymetric survey, Oyster description, Manatee
records review, Survey of extent of sea grass, Sea grass description, Hard bottom description.
FilE cnpy
.
.
Belle Harbour - A& M Report
Page 4
Water Quality
Water quality data were collected on September 5, 2001. Surface water samples were collected
at six stations approximately 50 ft off the seawall at an approximate depth of3 ft.(Figure 2) and
analyzed for fecal coliforms, metals, salinity, pH, NH4, and P04. Additionally, secchi depth was
recorded at all sites. Results are summarized in the Table 1. Fecal coliform and metal samples
were analyzed by Advanced Environmental Laboratories (Appendix B). Please refer to the
attached letter describing the reason why there were elevated detection limits and therefor why
many parameters were below detection limit. Other data were collected by Delta Seven Inc.,
field ecologists.
Table 1. 'Yater Quality
StatiOlI Time Latitude Lon2itude Secchi Salinity. pH NH PO
CBRIA 1343 27059'00.4' 82049'35.0' 2'2' 31 8.1 1.07 pprr O.OC
CBR2A 133( 27059'00.2' 82049'32.5' 2'11' 31 8.2 0.54 ppn: o.oe
CBR3A l31C 27059'00.5' 82049'30.4 ' 3'2' 35 8.3 >3.0 pprr o.ic
CBR4A 135i 27059'00.1' 82049'28.8' 3'10' 3( 8.2 N/A Nf)
CBRSA 14U 27058'57.7' 82049'28.5" 4 3.4 8.2 N/A NO
~R6A 141.4 27058'55.2' 82049'28.8' 4'2' 33 8.1 N/A Nf)
N/A = Not analyzed
Salinity by refractometer
pH = pH Testr 2 field instrument
NH4method = LaMotte SMART COLORIMETER 3659-01-SC
P04 method = LaMotte SMART COLORIMETER 3653-SC
* Several salinity readings were repeated as this variability was unusual. Results may have been due to recent heavy
rain events.
Sediment Analysis
Grain Size Analysis
Surficial sediment samples were collected from 2 sites, CBRSEDl and CBRSED2, and a deeper
core was taken at site CBRSED Core (Figure 2). This latter core was taken to characterize
sediment which was being considered for dredging. This core was geologically characterized
(Figure 3) and channel samples were taken for chemical analysis. The grain size results are
contained in Table 2. All grain size analyses were conducted by Dr. Gregg Brooks, Marine
Geologist, Eckerd College.
Tab
Ie 2. Grain Size Analysis.
Sample In (m Gravel (wtOIo Sand (wto/;;j Silt (wt% Clay (wt% Mean ph
CBRSED core (0.10-0.12) 1.510( 97.7089 0.62c)~ 0.1511 2.237(
CBRSED core (1.10-1.12 O.OOO( 93.1708 3.0278 3.8014 3.139(
:::BRSED core (1.20-1.22) 21.526' 75.8213 0.9915 1.6605 1.674(
:::BRSED core 0.43-1.45) 8.1368 89.5995 05207 1.7429 1.0162
:::BRSED I 1.9964 63.0423 19.2046 15.7567 4.085
:::BRSED 2 23.1331 54.9871 115397 10.3401 1.88H
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Belle Harbour - A&M Report
Page 5
o
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CBRSED core
LEGEND
LITHOLOGY
a:
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DESCRIPTION
Belle Harbour - A&M Report
Page 6
- Massive while sand, well sorted, very
clean
WH
-While sand becomes darker in
color
GY
II
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-Muddy sand with shell, poorly
sorted
.
.
!:Selle Harbour - A& M Report
Page 7
Sediment Chemistry
Sediment collected as described above was analysed for heavy metals by Advanced
Environmental Laboratories. The result are contained in Appendix C. Lead was elevated with
respect to State of Florida Criteria for Surface Water Quality (62-302.530) in sample CBRSED3,
which is a composite of the top 110 cm of the core taken from the exposed sandbar.
Faunal Assessment
The grass bed along the north seawall was seined along its east west axis to collect ichthyofaunal
data. The seine used was 1/4 inch x 4 ft x 34 ft. The area seined was 126 ft x 20 ft = 2520
sguare feet. Results are summarized in Table 3.
Table 3. Ichthyofaunal.
I
orth grass bed ( seine)
god on rhomboides
onancanthus hispidus
ngnathus elucens
odus foetans
airdiella chrysura
alaemonetes s
97
125 to 150
estimated
3
1
2
1
1
6
Sediment samples were taken to collect infauna using a 3.5 cm diameter core and taking samples
15 cm into the substrate. The area sampled per core is 38.48 square cm. Two samples were
taken and composited for an area of76.96 sq cm and a volume of 1154.5 cubic centimeters. The
results of the collects are summarized in Table 4. Locations ofthe sample sites are shown on
Figure 2.
Table 4. Infauna.
.11 Common Name T .lItin Name Count
rFl- Slip Mud lPo/ydora sp 2
'f;apitellidae 9
IAmphipoda 2
rF2 - Impact Zone Grass IMiter snails [Mitra sp. 5
'(;rapsidae 1
Hermit crab Irlibanarius 3
IIF3 - Intertidal Mud/Sand lPolychaeta 1
Nematoda 1
W4 - Sub-tidal Mud/Sand lPolychaeta 2
Nematoda 1
.
.
Belle Harbour - A& M Report
Page 8
Wetland Delineation
The limits of jurisdiction were determined to be the mean high water elevation (MHW) as
depicted on the survey (Appendix A). The MHW line was determined to be 104 NGVD as
reported by the Florida Department of Environmental Protection (Appendix D).
Hydrographic Survey
The general physiography ofthe site obviates the need for tidal exchange modeling. The open
nature of the waters and the direct connection to major water ways is sufficient to provide
reasonable assurance that the waters within the the docking facility will exchange at least once
every fo,ur days (3.2.4.3(b) FAC) Please see the appended inquiry to the Southwest Florida
Water Management District (Appendix E) and the determination ofthe project engineer.
Bathymetric Survey
The waters surrounding the project were surveyed bathymetrically by a registered florida land
surveyor. The results are presented topographically in Appendix A.
Manatee Records
Manatee records kept by the FFWCC Florida Marine Research Institute were obtained and
reviewed. The number of manatees struck and killed by watercraft in Clearwater between 1974
and 1999 is 1 and 13 in all of Pinellas County. The total number of manatees killed by
watercraft in all of Pinellas County in between 2000 and January 2002 was 1 (Appendix F).
Therefore it is not expected that the redevelopment of the docking facility will increase the threat
to manatees in this area.
Survey of the Extent of Sea Grass
Sea grasses were surveyed by a Florida registered land surveyor. under the guidance of Delta
Seven, Inc. ecologists. The results are contained in Appendix A.
Sea Grass Description
There are three sea grass beds on site. They are composed of a mix of shoal grass, Halodule
wrightii, and turtle grass, Thalassia testudinum, measuring a total area of 40,176 square feet.
The sea grass bed along the north seawall is a sparse and patchy, heavily epiphytized bed of
'Halodule wrightii and is therefor expected to be somewhat ephemeral. The nature of the patchy
culms is apparently caused by periodic suffocation by observed drift algae. The northwest sea
grass bed is similar in character to the bed along the north seawall; although less dense. The sea
grass is non-coalesced and discontinuous. There are spotty clumps containing approxiamtely 5
to 10 shoots and they are heavily epiphytized. Another study, not conducted by Delta Seven,
Inc., identified a small area of seagrass within the westernmost existing boat slip. The sampling
for this study was conducted approximately 6 weeks after our sampling and identified a small
.
.
Belle Harbour - A& M Report
Page 9
area of Halodule wrightii. The 1996 City of Clearwater's Seagrass Mapping did not identifY
seagrass in this area. This area of grass is ephemeral and could range in size from 0 to 150
square feet. The sea grass bed along the east shore is a mixture of Halodule wrightii and
Thalassia testudinum. This bed is lightlyepiphytized, lush and expected to be persisterit.
Hard Bottom Characterization
Oysters occur in a well developed but small sized bed along the northeast shore and in less dense
clusters on pilings, the sea wall face, and in small clumps in the waters to the north of the
property. In the bed (Appendix A) the oyster population appears viable with less than 5%
(visual estimate) gaping. The associated epibiota is composed most notably of Barnacles
(Balanus sp) aIld the small green winter alga.Enterompropha sp. Neither of these were common
but were present. Just up beach from the oysters, crabs (Uca sp) had made several burrows.
Discussion
The project site includes distinctly productive and desirable habitats to the east and equally
distinctly impaired habitats to the north. There is a striking difference in the structure of the
grass beds. Sediments change dramatically from a clean sand to the east to a fine muddy silt to
the north. The waters to the north are less transparent than those to the east (see secchi depth
data Table 2). The cause for the impaired water quality to the north is not known. It is,
however, probable that the untreated stormwater from the existing apartment complex
(grandfuthered) contributes to the observed status. The results of the data collection led to the
evaluation of alternatives which would avoid impacts to the most productive areas and improve
conditions in the most impaired areas.
Avoidance
The habitats which would be expected to be most severely impacted by the construction of
docking facilities are the grasses and the oysters. The anticipated impacts include the effects of
shading, water quality, and depth changes due to dredging (The dredging is considered to be
maintenance dredging, see Appendix G). Effects of shading and water quality will impact the
grasses, while dredging would result in the direct removal of the resource. The original layout of
the docking facility approached 100 slips (1 per 2 units) and was considered prior to the
ecological survey being conducted. Once it was learned that there were grass beds in the area,
the question of avoidance arose. In order to completely avoid all impacts to the resources, the
number of slips would be limited to the 14 slips there now. A ratio of200 living units to 14 slips
is not reasonable. Marinas in the area are already at capacity and wet slips are in high demand
throughout the county.
Minimization
The project was redesigned to reduce the impacts to the eastern grasses to the maximum extent
possible without sacrificing the utility of the dock. The main eastern access pier will be
constructed within the alignment of the current structure thus eliminating any new shading
.
.
Belle Harbour - A& M Report
Page 10
impacts. The configuration of the slips was changed from a row of slips fringing the wall to a
free standing dock built out past the grass. The apparent limitation to growth is light penetration
and the new piers will not result in any new shading. The elevation of the access pier was also
analyzed. It is customary in new facilities for the piers crossing grasses to be elevated. In this
case, the existing pier is at approximately 4 feet above sea level and is the same width as the
proposed pier. The pier alignment is east and west and there are no grasses beneath the existing
pier due to previous impacts. Constructing a new pier at a higher elevation is expected to create
new impacts because the relative location of a new elevated pier versus the existing one
(compared to the sun angles) will actually result in the shading of grasses not currently affected.
The elevation of the new pier is therefor planned to be +4 NGVD.
The existing pier terminates in a 480 square foot platform located irl the midst of the grasses.
The topography and extent of the existing grasses lead to the hypothesis that if the platform were
removed, the majority of the substrate would be within the photic zone and capable of being
revegetated with grasses (SA V). This could occur through natural recruitment or it could be an
assisted revegetation project. The structure was:first redesigned to extend well beyond the zone
capable of supporting SAY. Using this design, the docking structure on the eastern side of the
project provides 49 slips. The slips are all located over unvegetated bottom. The removal of the
existing terminal platform allows for the recovery of 345 square feet of previously impacted
grasses. The extension of the access pier out beyond the existing terminus to the edge of the
grass will result in 68 square feet of new impacts.
In developing this alternative design, all impacts to the oysters were also eliminated. The slips
planned along the north sea wall consist of a reconfiguration of an existing structure and the
subsequent addition of 53 new slips. In order to utilize the waters for boat slips, the bottom
would need to be dredged. In the existing slips this would amount to a clean out of the
moorings. To the east of the north facing wall, there is an intertidal to super tidal sandbar. The
total quantity of proposed material to be removed (to a depth of -4.0 NGVD) is 1,100 cy. This
sand bar has been deemed to be wetlands based on the presence of the mangrove (1) at the west
end. The easternmost portion of the sandbar is populated subtidally by Halodule wrightii. This
habitat was mapped and sampled. Grasses are considered to be essential fish habitat and impacts
to them are very strongly discouraged. The grass bed in consideration in this instance, however,
is not large, is heavily epiphytized, is a narrow strand, and is intermittent. Only 1798 sq ft of this
bed were originally planned for removal. In its current state it is not making a significant
contribution to the ecological functions of Mandalay Bay or Clearwater Harbor. The grass bed
was originally scheduled for dredging but this impact has been eliminated as well. The sand bar
area to remain will be stabilized by the addition of native plant material selected based on habitat
value as well as their contribution to local aesthetics. Also, the original design of the
westernmost slips would have required dredging in the northwest sea grass bed. The slips were
redesigned to a shorter length and the dredge area modified and therefore this impact was
avoided. The minimization process resulted in the elimination of all impacts to sea grass and
oysters except for the 68 square feet required for the extension ofthe access pier.
.
.
Belle Harbour - A& M Report
Page 11
Cumulative Impact
The nature of the surrounding area is such that nearly all areas which are suitable for dock
construction have been already utilized. The property to the north is owned by the city of
Clearwater and the construction of a public marina is contained in the municipal plans. The
dock structure proposed herein is inextricably linked to the construction of the upland
condominium. Residents ofthe units will wish to use the water with or without the facility. It is
anticipated that the total boating load on the local waters will not be affected by whether the
boats are moored in the waters adjacent to the project or at a nearby wet or dry storage facility.
If the mooring is not constructed, the result will be to overburden other facilities already unable
to meet demand. The upland development is also expected to result in a permanent removal of
an otherwise uncontrolled source of stormwater pollution. The local water quality improvements
cannot be predicted, however, the cumulative impact of redevelopment related improvements is
expected to be positive.
In order to further improve the positive aspects of the facility, the owners will participate in the
Clean Marina Program and post manatee and seagrass awareness signs as needed.
In summary, the project has been reduced in scope to protect the most functional resources while
still providing mooring space for the residents. The total project effects on water quality are
expected to be positive when considering the elimination of the existing storm water source.
The addition of 53 new slips and reconstruction of the 14 existing slips will not result in
secondary or cumulative impacts adverse to the local ecology.
.
.
Appendix A
Survey
.
Appendix B
Water Quality Report
.
.;;~,~~ ">',;'
N<:,',,-('iJ.-QJ J2:.'" F AdeCQd Envira Labs
.
P.oz
~ Rdvan~d
~' EnYlro~meotal Laboratories. Inc.
-
.
58'10-0 8tQC~idge porkway
Tampa, Ronda 33610
(8131 630.9616
FAX 18131 630-4327
Delta Seven
October 3 I, 200'
Delta Seven- Jennifer Jacukl.ewtcz
P.O. Box 3241
St. Petersburg. FL U7J1
Dear JcnnlCcr.
-
, '.' :,: 1'1115 letter i:s in TC5pOOSC to the ekvatod dd.oction limits roc Catalina Beach Reson during !he month
,: ,of september. We found tha1 inlCtferences from high amounts of minerals created a need tD diMe
' 'the iaJn.pJc for an actual R:ading aod still meet QCguidclines. Likewise, this inacase c:levatcd the
. '~:'li~it we l\OCR able CD achievc.1fyou have' any qUC$lions pkase call me at (8J3)630-9616_
....... , "',......
...... .........
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.::::~~ .::: . : :.: .:..:. ::: .~::. .
.. .
'.'Sm~Jy,
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.....~~. 1{
Michael Cammarata
Laboratory Manager
. V" .. ...' .::~~~~~~3? ~}~~~~ ~::: :'~ ~~.. . ....::::::.: ::.: ::. '.: _ ~~. :.}~~X ~ ~: ~.:~:~ :;;:: ::~...::.::: ~,;:.;~:~~r ~:~:~.;.::::~::::. :~:::':::
..::::::'.:.:'. ~~~:~~:_:.:.::.:. "0 ... o' :.:~~ ~~~.: ~~i~:~~_~~~r:~~f~':):f-H~~~J~:~~~'~~~~~:~~>~f.~\.)~~~:1~~~~~.
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.
~ Rdvanced .
~ Environmental I.iIboratories. Inc.
.
5810-0 Breckenridge Parkway
Tampa, Florida 33610
(813/ 630-9616
FAX (813) 630-4327
Client:
Delta Seven Inc.
447 3rd Ave. Suite 206
St.Petersburg,FI33701
Jennifer
Report Number:
Date Reported:
Date!TimeSampled:
Date.Time Received:
Lab ill:
Compqap:
Total Pages:
T015106
9/18/2001
9/5/01@1343
9/5/01@1545
E84589
980174
lof6
Contact:
Project Location: CBRIA
Project Number:
Matrix: Surface Water
Sample Analysis Analytical Detection Analysis Analyst DOH
Name Number Result Units Method Limit Used Date!Time Initials Lab ill
Fecal Coliform T015106-01 lU CFU/I00ml 9222D 1 9/5/01@1630 SS E84589
Arsenic T015106-01 50U ugll EPA200.7 50 9/13/01@1423 KC E82574
Copper T015106-01 50U ugll EPA2oo.7 50 9/13/01@1423 KC E82574
Cadmium T015106-01 25U ugll EPA 200.7 25 9/13/01@1423 KC E82574
Nickel T015 106-01 50U ugll EPA 200.7 50 9/l3/01@1423 KC E82574
Lead T015106-01 150 ug/l EPA 200.7 25 9/13/01@1423 KC E82574
Zinc T015106-01 250U ugll EPA 200.7 250 9/13/01@1423 KC E82574
Potassium T015106-01 750000 ug/l EPA2oo.7 5000 9/13/2001 KC E82574
Magnesium T015106-01 1400000 ugll EPA200.7 5000 9/13/2001 KC E82574
Sodium T015106-01 12000000 ugll EPA 200.7 100000 9/2012001 KC E82574
.,
Approved by: _/~.. Advanced Environmental Lab certifies that the
Michael Cammarata, Laboratory Manager test results in this report meet all requirements
ofNelac standards.
U=Not Detected Above The Detection Limit
~. .
Hdvanced
Environmental Laboratories, Inc.
.
5810-0 Breckenridge Parkway
Tampa, Florida 33610
(813) 630-9616
FAX (813) 630-4327
Client:
Delta Seven Inc.
447 3rd Ave. Suite 206
St.Petersburg,FI 3370 I
Jennifer
Report Number:
Date Reported:
Date/fimeSampled:
Date.Time Received:
Lab ID:
Compqap:
Total Pages:
T015106
9/18/200 I
9/5/01@1330
9/5/01@1545
E84589
980174
20f6
Contact:
Project Location: CBR2A
Project Number:
Matrix: Surface Water
Sample Analysis Analytical Detection Analysis Analyst DOH
Name Number Result Units Method Limit Used Date/fime Initials LabID
Fecal Coliform T015 106-02 lU CFU/lOOml 9222D I 9/5/01@1630 SS E84589
Arsenic T015106-02 50U ugll EPA 200.7 50 9/13/01@1423 KC E82574
Copper T015106-02 50U ugll EPA 200.7 50 9/13/01@1423 KC E82574
Cadmium T015 106-02 25U ugll EPA 200.7 25 9/13/01@1423 KC E82574
Nickel T015 106-02 50U ugll EPA 200.7 50 9/13/01@1423 KC E82574
Lead T015106-02 180 ugll EPA2oo.7 25 9/13/01@1423 KC E82574
Zinc T015106-02 250U ugll EPA 200.7 250 9/13/01@1423 KC E82574
Potassium T015106-02 800000 ugll EPA 200.7 5000 9/13/2001 KC E82574
Magnesium T015106-02 1400000 ugll EPA200.7 5000 9/13/200 I KC E82574
Sodium T015106-02 13000000 ugll EPA 200.7 100000 9/20/200 I KC E82574
/L
Approved by: Advanced Environmental Lab certifies that the
Michael Cammarata, Laboratory Manager test results in this report meet all requirements
ofNelac standards.
U=Not Detected Above The Detection Limit
.
~ Rdvanced
~ Environmental Laboratories. Inc.
.
5810-D Breckenridge Parkway
Tampa. Florida 33610
(813) 630-9616
FAX (813) 630-4327
Client:
Delta Seven Inc.
447 3rd Ave. Suite 206
St.Petersburg,F133701
Jennifer
Report Number:
Date Reported:
Date!fimeSampled:
Date.Time Received:
Lab ID:
Compqap:
Total Pages:
T015106
9/18/2001
9/5/01@1310
9/5/01@1545
E84589
980174
30f6
Contact:
Project Location: CBR3A
Project Number:
Matrix: Surface Water
Sample Analysis Analytical Detection Analysis Analyst DOH
Name Number Result Units Method Limit Used Date!fime Initials LabID
Fecal Coliform T015106-03 lU CFU/1 OOml 9222D 1 9/5/01@1630 SS E84589
Arsenic T015 106-03 SOU ug/l EPA 200.7 50 9/13/01@1423 KC E82574
Copper T015106-03 SOU ug/l EPA 200.7 50 9/13/01@1423 KC E82574
Cadmium T015 106-03 25U ugll EPA 200.7 25 9/13/01@1423 KC E82574
Nickel TOI5106-03 SOU ug/l EPA 200.7 50 9/13/01@1423 KC E82574
Lead T015106-03 200 ug/l EPA2oo.7 25 9/13/01@1423 KC E82574
Zinc T015106-03 250U ug/l EPA 200.7 250 9/13/01@1423 KC E82574
Potassium T015106-03 830000 ug/l EPA 200.7 5000 9/13/2001 KC E82574
Magnesium T015 106-03 1300000 ug/l EPA 200.7 5000 9/13/200 I KC E82574
Sodium T015106-03 12000000 ug/l EPA 200.7 100000 9/20/2001 KC E82574
Approved by0--. Advanced Environmental Lab certifies that the
Michael Canunarata, Laboratory Manager test results in this report meet all requirements
ofNelac standards.
U=Not Detected Above The Detection Limit
.
~ Rdvanced
~ Environmental Laboratories. Inc.
.
5810-0 Breck:enridge Parkway
Tampa, Florida 33610
(813) 630-9616
FAX (813) 630-4327
Client:
Delta Seven Inc.
447 3rd Ave. Suite 206
St.Petersburg,FI33701
Jennifer
Report Number:
Date Reported:
DateffimeSampled:
Date.Time Received:
Lab ID:
Compqap:
Total Pages:
T015106
9/18/2001
9/5/01@1357
9/5/01@1545
E84589
980174
40f6
Contact:
Project Location: CBR4A
Project Number:
Matrix: Surface Water
Sample Analysis Analytical Detection Analysis Analyst DOH
Name Number Result Units Method Limit Used Dateffime Initials LabID
Fecal Coliform TOI5106-04 lU CFU/looml 9222D 1 9/5/01@1630 SS E84589
Arsenic TO 15106-04 SOU ug/l EPA2oo.7 50 9/13/01@1423 KC E82574
Copper T015106-04 50U ug/l EPA200.7 50 9/13/01@1423 KC E82574
Cadmium TO 151 06-04 25U ug/l EPA 200.7 25 9/13/01@1423 KC E82574
Nickel T015106-04 SOU ug/l EPA 200.7 50 91l3/01@1423 KC E82574
Lead T015106-04 160 ug/l EPA200.7 25 9/13/01@1423 KC E82574
Zinc T015106-04 250U ug/l EPA200.7 250 9/13/01@1423 KC E82574
Potassium T015106-04 830000 ug/l EPA 200.7 5000 9/13/2001 KC E82574
Magnesium T015106-04 1300000 ug/l EPA 200.7 5000 9/13/2001 KC E82574
Sodium T015106-04 12000000 ug/l EPA 200.7 100000 9/20/200 1 KC E82574
/)
Approved br.',L. Advanced Environmental Lab certifies that the
Michael Cammarata, Laboratory Manager test results in this report meet all requirements
ofNelac standards.
U=Not Detected Above The Detection Limit
. .
~ Rdvanced
~ Environmental Laboratories, Inc.
.
5810-0 Breckenridge Parkway
Tampa, Florida 33610
(813) 630-9616
FAX (813) 630-4327
Client:
Delta Seven Inc.
447 3rd Ave. Suite 206
St.Petersburg,F133701
Jennifer
Report Number:
Date Reported:
DaterrimeSampled:
Date. Time Received:
Lab ID:
Compqap:
Total Pages:
T015106
9/18/2001
9/5/01@1410
9/5/01@1545
E84589
980174
50(6
Contact:
Project Location: CBRSA
Project Number:
Matrix: Surface Water
Sample Analysis Analytical Detection Analysis Analyst DOH
Name Number Result Units Method Limit Used Dateffime Initials Lab ID
Fecal Coliform T015106-05 lU CFU/looml 9222D 1 9/5/01@1630 SS E84589
Arsenic T015106-05 50U ug/1 EPA2oo.7 50 9/13/01@1423 KC E82574
Copper T015106-05 50U ug/1 EPA 200.7 50 9/13/01@1423 KC E82574
Cadmium TO 15106-05 25U ug/1 EPA 200.7 25 9/13/01@1423 KC E82574
Nickel T015106-05 50U ug/1 EPA 200.7 50 9/13/01@1423 KC E82574
Lead T015106-05 190 ug/1 EPA 200.7 25 9/13/01@1423 KC E82574
Zinc T015106-05 250U ug/1 EPA 200.7 250 9/13/01@1423 KC E82574
Potassium T015106-05 830000 ug/1 EPA 200.7 5000 9/13/200 1 KC E82574
Magnesium T015106-05 13??oo0 ug/1 EPA200.7 5000 9/13/2001 KC E82574
Sodium T015106-05 12000000 ug/1 EPA 200.7 100000 9/20/200 1 KC E82574
APProVed~L- Advanced Environmental Lab certifies that the
Michael Cammarata, Laboratory Manager test results in this report meet all requirements
ofNelac standards.
U=Not Detected Above The Detection Limit
.
~ Rdvanced
~ Environmental Laboratories. Inc.
.
,j::;;~l~~.~}m
~,
5810-0 Breckenridge Parkway
Tampa, Florida 33610
(813) 630-9616
FAX (813) 630-4327
Client: Delta Seven Inc. Report Number: T015106
447 3rd Ave. Suite 206 Date Reported: 9/18/2001
St.Petersburg,F133701 DateffimeSampled: 9/5/01@1414
Contact: Jennifer Date. Time Received: 9/5/01@1545
Lab ID: E84589
Project Location: CBR6A Compqap: 980174
Total Pages: 60f6
Project Number:
Matrix: Surface Water
Sample Analysis Analytical Detection Analysis Analyst DOH
Name Number Result Units, Method Limit Used Dateffime Initials Lab ID
Fecal Coliform TO 15106-06 lU CFU/looml 9222D I 9/5/01@1630 SS E84589
Arsenic T015106-06 50U ugll EPA 200.7 50 9/13/01@1423 KC E82574
Copper TO 15106-06 SOU ugll EPA 200.7 50 9/13/01@1423 KC E82574
Cadmium TO 15106-06 25U ugll EPA 200.7 25 9/13/01@1423 KC E82574
Nickel T015106-06 50U ugll EPA 200.7 50 9/13/01@1423 KC E82574
Lead T015106-06 140 ugll EPA 200.7 25 9/13/01@1423 KC E82574
Zinc T015106-06 250U ugll EPA 200.7 250 9/13/01@1423 KC E82574
Potassium T015106-06 830000 ugll EPA 200.7 5000 9/13/2001 KC E82574
Magnesium T015106-06 1300000 ugll EPA200.7 5000 9/13/2001 KC E82574
Sodium TO 15106-06 11000000 ugll EPA 200.7 100000 9/20/200 I KC E82574
Approved by:~L Advanced Environmental Lab certifies that the
Michael Cammarata, Laboratory Manager test results in this report meet all requirements
ofNelac standards.
=Not Detected Above The Detection Limit
I
_,J
.
Appendix C
Sediment Chemistry Report
.
.
~ Rdvanced
~ Environmental Laboratories. Inc.
.
5810-0 Breckenridge Parkway
Tampa. Florida 33610
(813) 630-9616
FAX (813) 630-4327
Client: Delta Seven Inc.
P.O. Box 3241
St.Petersburg,FI 33731
Contact: Jennifer
Report Number:
Date Reported:
DaterrimeSampled:
Date. Time Received:
Lab ill:
Compqap:
Total Pages:
T020312
1/24/2002
1/11/02 1405
1/14/02 1445
E84589
980174
lof4
Project Location: Catalina Beach Resort
CBRSED 1 Marine Sediment
Project Number:
Matrix: Soil
Sample Analysis Data Analytical Detection Analysis Analyst DOH
Name Number Result Qualifier Units Method Limit Used Date!Time Initials Lab ill:
Arsenic T020312-0 1 1.5 mglkg 60 lOB 0.5 1/22/02 1115 DS E82574
Copper T020312-0 1 3.1 mglkg 6010B 0.5 1/22/02 IIl5 DS E82574
Cadmium T020312-0 1 0.25 U mglkg 6010B 0.25 1/22/02 1115 DS E82574
Nickel T020312-01 2.5 U mglkg 60 lOB 2.5 1/22/02 1115 DS E82574
Lead T020312-0 1 0.5 U mglkg 6010B 0.5 1/22/02 1115 DS E82574
Zinc T020312-01 6 mglkg 60 lOB 2.5 1/22/02 1115 DS E82574
Appcoved by: L
Michael Cammarata, Laboratory Manager
Advanced Environmental Lab certifies that the
test results in this report meet all requirements
ofNelac standards.
...
U=Not Detected Above The Detection Limit
.
~ Rdvanced
~ Environmental Laboratories. Inc.
.
5810-0 Breckenridge Parkway
Tampa, Florida 33610
(813) 630-9616
FAX (813) 630-4327
Client: Delta Seven Inc.
P.O. Box 3241
St.Petersburg,Fl 33731
Contact: Jennifer
Report Number:
Date Reported:
DatefTimeSampled:
Date.Time Received:
Lab ill:
Compqap:
Total Pages:
T0203l2
1/24/2002
1/11/02 1415
1/14/02 1445
E84589
980174
20f4
Project Location: Catalina Beach Resort
CBRSED 2 Marine Sediment
Project Number:
Matrix: Soil
Sample Analysis Data Analytical Detection Analysis Analyst DOH
Name Number Result Qualifier Units Method Limit Used DatefTime Initials Lab ill:
Arsenic T0203l2-02 3 mg/kg 60l0B 0.5 1/22/02 IllS DS E82574
Copper T0203l2-02 7.9 mg/kg 60l0B 0.5 1/22/02 IllS DS E82574
Cadmium T0203l2-02 0.25 U mg/kg 60l0B 0.25 1/22/02 illS DS E82574
Nickel T0203l2-02 2.5 U mg/kg 60 lOB 2.5 1/22/02 illS DS E82574
Lead T0203l2-02 3.8 mg/kg 60 lOB 0.5 1/22/02 IllS DS E82574
Zinc T0203l2-02 27 mg/kg 60l0B 2.5 1/22/02 IllS DS E82574
Appwved by, ~ .-/
Michael Canunarata, Laboratory Manager
Advanced Environmental Lab certifies that the
test results in this report meet all requirements
ofNelac standards.
U=Not Detected Above The Detection Limit
.
~ Rdvanced
~ Environmental Laboratories, Inc.
.
5810-0 Breckenridge Parkway
Tampa, Florida 33610
(813) 630-9616
FAX (813) 630-4327
Client: Delta Seven Inc.
P.O. Box 3241
St.Petersburg,FI 33731
Contact: Jennifer
Report Number:
Date Reported:
DaterrimeSampled:
Date.Time Received:
Lab ill:
Compqap:
Total Pages:
T020312
1/24/2002
1/11/02 1420
1/14/02 1445
E84589
980174
30f4
Project Location: CaUllina Beach Resort
CBRSED 3 Marine Sediment
Project Number:
Matrix: Soil
Sample Analysis Data Analytical Detection Analysis Analyst DOH
Name Number Result Qualifier Units Method Limit Used Daterrime Initials Lab ill:
Arsenic T020312-03 0.57 mglkg 6010B 0.5 1/22/02 1115 DS E82574
Copper T020312-03 2.6 mglkg 6010B 0.5 1/22/02 1115 DS E82574
Cadmium T020312-03 0.25 U mglkg 60 lOB 0.25 1/22/02 1115 DS E82574
Nickel T020312-03 2.5 U mglkg 6010B 2.5 1/22/02 1115 DS E82574
Lead T020312-03 6.6 mglkg 6010B 0.5 1/22/02 1115 DS E82574
Zinc T020312-03 5.2 mglkg 6010B 2.5 1/22/02 1115 DS E82574
\ A .
~ 'L-------."
Approved by: Advanced Environmental Lab certifies that the
Michael Cammarata, Laboratory Manager test results in this report meet all requirements
ofNelac standards.
U=Not Detected Above The Detection Limit
~. .
Rdvanced
Environmental Laboratories. Inc.
.
5810-0 Breckenridge Parkway
Tampa, Florida 33610
(813) 630-9616
FAX (813} 630-4327
Client: Delta Seven Inc.
P.O. Box 3241
St.Petersburg,FI 33731
Contact: Jennifer
Report Number:
Date Reported:
Date!fimeSampled:
Date. Time Received:
Lab ID:
Compqap:
Total Page:;:
T020312
1/24/2002
1/11/02 1427
1/14/02 1445
E84589
980174
40f4
Project Location: Catalina Beach Resort
CBRSED 4
Project Number:
Matrix: Soil
Sample Analysis Data Analytical Detection Analysis Analyst DOH
Name Number Result Qualifier Units Method Limit Used Date!fime Initials Lab ID:
Arsenic T020312-04 0.5 U mglkg 6010B 0.5 1/22/02 I I 15 DS E82574
Copper T020312-04 3.1 mglkg 6010B 0.5 1/22/02 II 15 DS E82574
Cadmium T020312-04 0.25 U mglkg 6010B 0.25 1/22/02 II 15 DS E82574
Nickel T020312-04 2.5 U mglkg 6010B 2.5 1/22/02 I II 5 DS E82574
Lead T020312-04 0.5 U mglkg 6010B 0.5 1/22/02 II 15 DS E82574
Zinc T020312-04 4.5 mglkg 6010B 2.5 1/22/02 I I 15 DS E82574
Approved by, L
Michael Cammarata, Laboratory Manager
Advanced Environmental Lab certifies that the
test results in this report meet all requirements
ofNelac standards.
U=Not Detected Above The Detection Limit
\
\
.
Appendix D
Tidal Datum Elevation
.
,
FJ:€P/SlR\.€Y 8. MFIPP. Fax:850-41~1
P.Ol
Jeb BUIh
Gov.ndr
Apr 24. 13 :52
Department of
Environmental Protection
Mariory SCOftllNn[)o(;,at Buildi~&,
3700 CommonwlRlth Boulevard
. Tall:ahusee, FlorIda 32399-3000
Oa'lld I. Scruhl
Secreury
Request for Approximate Tidal Datum Elevation
(Not *' H 1lMl1tl1oc_1toul1NJu~)
Dlt.: '-H2cJ}<<..cowtt;: B~ W4tMocIy: CJ&v'Ut+er.}.\..vkw-
Project Vidnly: ."e;b' c.J~ y~~ 13s:r&J1 ser3z. Twp:;:8 Rng; I SE
.Job NoJNImt: ? Clltnt Nam.~ ?
USGS 7.5-Minute Quad Mlp Nlme: ~ Commentl:
MaIling Address:
CIty, .... Zip;
Phone: (717 ) B23. Zf4'1 FAX: S$ 2S/g
ReqlJeltor Name:
BusIness Name~
fJ~~ ~
(please type or print the foIowIng):
EmiR:
I-Tlde-172----/
~Approxlm. MMn Hich W.ter-
a Approximate R8~ of TIde-
Q Approxlm.te Me." LowW....
D Othar "peery).
a SeUOMl High W'" UM; SHWL.. MHw + (MR X 1.1.
o 81fe Upllnc:t Elevation: ~...... gf...... hI8h WldIr pM 0.1 foGO
-. _u oI~'" Mojlo1na. _ _.:un I Jlouc.~._fi... )
'/;lPfiJe
& Mapplno DIt. 1iIHWJ:z..wt1l..........
"'PfOftCt Co.1MM Ond Mano,e Horldc's &lWrMnteflt aM Notl./ral ReS(l(J('tl~
~ 011 "'YdM ~".
!lev8tion
lFeet.. NGVD2il
'I~
teet
I
L____________
.
"
Appendix E
Hydrographic Determination
.
.
.
Ms. Michelle Hopkins
Mr. Alberto Martinez
Southwest Florida Water Management District
RE: File No 29-15-5&8; Catalina Beach Resort Pre application inquiry regarding hydrographic
study requirements.
January 9, 2002
Dear Mr. Martinez,
Please refer to the notes of our October 31, 2001 pre application meeting. During that meeting
we discussed the need to define the scope of the hydrographic survey. As you are aware, an
extensive hydrographic survey including 24 hour period current readings is an extremely
expensive undertaking. At the time, we were not prepared to provide all the details necessary for
you to make a determination. Since then, however, we have collected more information and now
seek your concurrence and guidance.
Salient Rule Guidance:
ERP Rules, Basis for Review, Chapter 3, rule 3.2.4.3 require hydrographic information to be
submitted in support of permit applications for docks with more than 10 slips. The application
being prepared is for 75 slips (more or less).
In recognition of the fact that a hydrographic survey must be tailored to the individual location,
rule 3.2.4.3.(e) states that "an applicant should consult with the district prior to conducting such a
study." Rule 3.2.4.3(c) states that "The level and type of hydrographic information or studies will
be determined based upon an analysis of on-site specific characteristics." The effect of this
statement is that the applicant is formally advised to receive sufficient guidance from the District
such that the hydrographic study may be conducted efficiently and economically.
The question to be answered by the hydrographic study is whether the basin is expected to
undergo a complete exchange of waters (flush) in less than four days and therefor meet the rule
criteria (3 .2.4.3(b )).
.
.
Site Information:
The site is located in Pinellas County Florida in sections 5 & 8 of Township 29, Range 15E.
The Parcel ill is 05129115199216100010010
Background:
The uplands currently are developed as an apartment complex. It is scheduled for complete
redevelopment into a condominium and associated docking structure limited to use by
condominium residents.
There is an existing dock structure which appears to have been properly permitted by all the
pertinent regulatory agencies.
Salient Proiect Information:
· There are to be no fueling facilities at the site.
· Domestic waste disposal facilities (portable pump out) are under consideration.
· Solid waste (trash) facilities will be provided.
· While not a marina, it is the intent of the operators to subscribe to the management
practices and guidelines of the FDEP Clean Marina Program.
Request:
The scope of the hydrographic work is complicated by the physiography of the site. Because the
site lies on a parcel which may be considered analogous to a headland, the northern waters are in
a small basin while the eastern waters are quite unrestricted. The existing dock lies within the
northern basin.
We examined the standard parameters forwarded to us on other marina projects and decided to
contact the District for specific guidance. The standard study parameters would require an
extremely expensive study which the physiography does not seem to warrant. A reduction
seemed appropriate. In light of the fact that much of the cost in these studies is in mobilization
and reporting, it seemed wise to obtain your guidance prior to initiating work.
To assist in dete~g the scope of data collection the following site information is provided;
.
location map,
recent scaled aerial photography,
a print of the USGS quadrangle chart,
a detailed physical description of the waters (supporting data and basin description),
a sealed bathymetric survey of the intended site.
.
.
.
.
These documents provide all the data and information normally required with the exception of
.
.
actual current measurements. Given the relative location and relative sizes of the water bodies
involved, collecting 24 hours of current data is of questionable value. It is, however, recognized
that the sufficiency of the scope of the hydrographic study is a decision the District must make in
order to meet the test of "reasonable assurances."
By this inquiry, we request that the District waive any need for current readings at this site.
Should the District determine that current readings are required, please provide station locations,
vertical profiling substations, frequency of readings, and any other protocols or parameters which
would be needed to complete the study.
Respectfully submitted,
Thomas R Cuba, Ph.D.
President, Delta Seven Inc.
1.9' EXCHANGED PER EACH TIDE
(20% EXCHANGE PER TIDAL CYCLE)
MHW = 1. 4 NGVD 29
MLW = -0.5 NGVD 29
NOTE:
CALCULATIONS ARE BASED
ON A SQUARt CROSS SECTION
NOT A BASIN SECTION WHICH
DOESN'T CONSIDER WIND DRIVEN
:x EXCHANGE IN ANY MANNER.
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~ DESCRIPTION,
~ BELLE HARBOR-WATER EXCHANGE EXHIBIT
N
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~ ~ FLORIDA DESIGN CONSlA. TANTS, He.
~ 11 ENGatEERS. EIMR()trI,I[NTALlSTS. SURVEYORS. PlANNERS
Ii::
2639 McCormick Dr. Clearwater FL. 33759
Tel, (727) 724-8422 _ Fox. (727) 724-8606
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@Copyright 2001 Florida Design Consultants, Inc. Drawings and concepts may not be used or reproduced without written permission.
PROJECT No.
997-182
FIGURE,
7/09/02
1.3
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.
.
Appendix F
Florida Fish and Wildlife Conservation Commission
Florida Marine Institute Manatee Records
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Appendix G
Maintenance Dredging Rationale
.
.
.
Belle Harbour
Site History
Aerial photography was obtained from the Pinellas County archives. hnages from the years
1926, 1951, 1957 and 2000 are included with this report. Aerial photography taken in 1942,
1965, 1967, 1971, 1973, 1965, 1977, 1979, 1984, 1990, 1994, and 1997 was also examined but
have not been reproduced here.
Prior to 1926 Clearwater Beach was serviced by a causeway located north of the existing
Memorial Causeway. The western terminus of the road was just north of the subject property,
near what is currently the eastern end of Bay Esplanade. In 1925, the State ofFlqrida deeded
new lands to the city and county by act oflegislature. The act served to initiate a major beach
development effort which included the filling oflarge tracts of previously submerged lands. In
the aerial photograph from 1926, the massive dredging and filling project is underway. Virtually
all the lands lying east of Mandalay Ave, Coronado Ave, and Gulfview Blvd and from
Clearwater pass to Somerset St were once bay waters. Mangroves and sea grass beds were
extensive.
In 1926 the image captured these filling projects in mid construction. The north shore of the
subject property was actually first filled as the north containment berm for the fill area. The
majority of the subject property remains submerged lands.
In the 1942 image, the filling has been completed. The old causeway had been largely
demolished. The filling has extended all the way to Dunedin Pass. The subject property is
clearly sea walled but there are no buildings. The tree canopy and pattern is best interpreted as a
parking area or park dotted with palm trees. Along the eastern seawall there is vegetation
waterward of the wall. There are smaller amounts of vegetation dotting the waterward side of the
northern wall. The basin north of the property has been cleared of all vegetation that was evident
in 1926. The property to the north (now the City of Clearwater Recreation center) has been
improved. There is a building and a 250 foot long covered mooring facility with three free
standing mooring piers. The facility is sufficient to serve at least 18 vessels. The waters of the
basin are darker than in the 1926 image indicating either deeper water or lessened water clarity.
The visibility of other submerged features leads to the conclusion that the basin is deeper and has
been dredged. Of note, is the existence of a sand bar approximately 460 to 600 feet to the east.
This feature will be examined in later photographs as well. Also of note is the sandy beach
located waterward of the seawall. The beach extends nearly the entire property boundary but is
widest to the east.
In the 1951 image, the apartments have been constructed. The apartments were named the
"Yacht Basin Apartments" in recognition of the use of the basin to the north. The viewing dock ..
on the east shoreline has been built and it remains today. The beach, however, extends nearly out
to the platform and is more than twice as wide as it is today. The sandy beach on the north wall,
however, has been largely removed and replaced with moorings. Docks extend for 465 feet
1
.
.
along the north wall. The actual number of slips cannot be determined but the lateral extent is
120 feet east of the current structure. The sand bar off shore to the east is now clearly supporting
a grass bed and grasses have also colonized the submerged lands east of the seawall and off the
viewing dock. Also apparent is the dredging pattern throughout the Mandalay Bay area and
channels. It is apparent in this image that the greater portion of the submerged lands were
dredged to supply the fill material for the construction of Clearwater Beach.
The Yacht Basin is now fully developed into a mooring facility. The docks are continuous from
the eastern end of the north wall around the western end and to the tip of the seawall of the city
recreational facility. This is a continuous 1518 foot run of moorings sufficient to accommodate
approximately 100 boats.
In the 1957 image, some of the moorings have been eliminated but the number of slips remains
significant. The city facility is are mostly covered and the number of slips is obscured. Along
the wall of the apartments the beach still extends nearly to the viewing platform to the east but is
narrow and short in length along the northeast curve. The aerials is dark and the submerged grass
which had colonized the sand bar offshore is not visible. Dredging had begun for Island Estates.
In 1965 the "L" -shaped dock at Belle Harbour has been constructed. The north side of the
lagoon (city park) has docks running the length of the shore. There are 20 open slips and two
covered slip structures housing an estimated 33 vessels. The offshore grass bed is visible.
There are no changes in the 1967 exposure. In 1971, there are two covered structures on the city
side of the lagoon. The number of slips has not changed. In 1973 the Belle Harbour structure is
the same as in 1965 but the city docks are more easily counted. There are 33 open slips, 3 or 4
temporary moorings, and about 12 covered slips. Only 2 years later, in 1975, all the city docks
have been removed. There is only one temporary mooring on the shore near the city swimming
pool.
From 1975 to 1994 the configuration remains constant. There is one "L"-shaped structure at the
Belle Harbour site and one temporary mooring pier at the city site. The paucity of slips between
1975 and 1994 was due to a lack of demand, not unsuitable mooring. The sand bar at the north
eastern comer of the Belle Harbour site does migrate and grow to the west. The 20 year period
of slow migration proves that the original "L" -shaped structure was built to moor vessels and that
the infill rate is slow.
In the 2000 aerial, there are 15 slips created by eight finger piers along the north wall of the
apartments. The western 35 feet of the basin is visibly shallow. The shallow grass beds noted
growing on the sand bar are no longer visible. In the bathymetric survey, this sandbar can be
located in its location as a submerged hump where the bottom rises to -9ft +/-. It is no longer
vegetated.
Conclusion: The Yacht Basin was originally shallowly submerged lands (Figure 1). It was
2
.
.
dredged to create safe and deep moorings and the adjacent bottom land filled to create buildable
uplands. The aerials prove beyond doubt that the basin is artificial and pre-dated all regulations
but the Rivers and Harbors Act. The condition and use persisted from 1926 to the present time
with only short periods of less intense use. There are no known records of maintenance dredging
prior to this application. The lack of a need for this is indicative of a very slow infilling rate
combined with a mid century shift in wet slip need demographics which created a dip in local
demand. The wet slip needs have rebounded but the rate of infilling is expected to remain low.
The typical boat basin requires continuous dredging over time to keep it free of silt. The record
of ongoing dredging activity is used by many agencies as evidence of maintenance activity and is
used to establish the maintenance status. In this instance, as evidenced by the slow migration of
the sand bar, frequent dredging is not necessary. The basin, albeit 'artificial, is nearly perfect in
its stability. The quandary presented is that the most suitable basin, the least in need of ongoing
disturbance by dredging, has the least documentation through time. Despite the lack if dredging
between 1926 and 2002, the basin clearly was originally dredged and, considering the history and
current bathymetry, it was not dredged in the interim mostly because it simply was not necessary.
3
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Figure 1: 1926 Pinellas Coun~rial
with Location of 2000 Shoreline
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.
ENVIRONMENTAL RESOURCE
PERMIT APPLICATION
SOUTHWEST FLORIDA
WATER MANAGEMENT DISTRICT
2379 BROAD STREET. BROOKSVlllE, Fl34609-6899
(352) 796-7211 OR FLORIDA WAYS 1 (800) 423-1476
SECTION C
ENVIRONMENTAL RESOURCE PERMIT NOTICE OF RECEIPT OF APPLICATION
This information is required in addition to that required in other sections of the application. Please submit five copies
of this notice of receipt of application and all attachments. PLEASE SUBMIT ALL INFORMATION ON 8 2" BY
11" PAPER.
Project Name: Belle Harbor
County: Pinellas County
Owner: Greenfield Clearwater. LLC
Applicant: JMC Communities
Applicant Address: 2201 4th Street North. Suite 200
1. Indicate the project boundaries on a USGS quadrangle map, reduced or enlarged as necessary to legibly show
the entire project. If not shown on the quadrangle map, provide a location map, that shows a north arrow, a
graphic scale, Section( s), Township( s), and Range( s), and detail sufficient to allow a person unfamiliar with the
site to find it. See enclosed Clearwater Quad. Map - Attachment 1
2. Provide the names of all wetland or other surface waters that would be dredged, fIlled, impounded, diverted,
drained or would receive discharge (either directly or indirectly), or would otherwise be impacted by the
proposed activity, and specify if they are in an Outstanding Florida Water or Aquatic Preserve:
Mandalay Bay, not an OFW or AP.
3. Attach a depiction (plan and section views), which clearly shows the works or other facilities proposed to be
constructed. The depiction must use a scale sufficient to show the location and type of works. See enclosed
Dock Exhibits Sheets 1-13.
4. Briefly describe the proposed project (such as "construct a deck with boat shelter", "replace two existing
culverts", "construct surface water management system to serve 150 acre residential development"):
Construct 67 Dock Slips & 1,100 s.t. ot dredge. Owner has tull ownership ot submerged land. See
Section A Part 6.
5. Specify the acreage of wetlands or other surface waters, if any, that are proposed to be disturbed, filled,
excavated, or otherwise impacted by the proposed activity: Pre-empted area by virtue ot access restriction.
North Dock-1,539 s.t.1 South Dock - 21,000 s.f.
6. Provide a brief statement describing any proposed mitigation for impacts to wetlands and other surface
waters: None - Proposed
FORM 547.27/ERP(8/94)C
Page 1 ofl
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ENVIRONMENTAL RESOURCE
PERMIT APPliCATION
SOUTHWEST FLORIDA
WA7fR MANAGEMENT DISTRICT
2379 BROAD STREET. BROOKSVlLLE, FL 34609-6899
(352) 796-7211 OR FLORIDA WATS 1 (800) 423-1476
SECTION E
INFORMATION FOR STANDARD GENERAL OR INDIVIDUAL (INCLUDING
CONCEPTUAL) ENVIRONMENTAL RESOURCE PERMITS FOR PROJECTS NOT
RELATED TO A SINGLE FAMILY DWELLING UNIT
The information requested below is for projects requiring either a standard general or individual environmental
resource permit (ERP) not related to an individual, single family dwelling unit, duplex or quadruplex. Certain categories
of information requested may not be applicable to all applications. In addition the level of detail required will vary
depending on the nature and location of the site and the activity proposed. Conceptual approvals generally do not
require the same level of detail as a construction permit. However, providing more detail will reduce the need for
additional information being requested at a later date. Please submit all information on paper no larger than 24" x
36".
A. Site Information
1. Provide a map(s) of the project area and vicinity delineating USDAlNRCS (aka, SCS) soil types.
See the attached response to Section E.
2. Provide recent aerials, legible for photo interpretation with a scale of 1" = 400 ft, or more detailed, with
project boundaries delineated on the aerial.
See attachment 1
3. Identify the seasonal high water or mean high tide elevation and normal pool or mean low tide elevation for
each on-site wetland or surface water, including receiving waters into which runoff will be discharged.
Include date, datum, and method used to determine these elevations.
See the attached response to Section E.
4. Identify the wet season high water table at appropriate locations on the project site. Include date, datum,
and method used to determine these elevations.
See the attached response to Section E.
B. Environmental Considerations
1. Provide results of any wildlife surveys that have been conducted on the site and any comments pertaining to
the project from the Florida Game and Fresh Water Fish Commission or the U.S. Fish and Wildlife Service
(USF&W). See the attached response to Section E.
2. Provide a description of how water quantity, quality, hydroperiod, and habitat will be maintained in on-site
wetlands and .other surface waters that will be preserved or remain undisturbed.
See the attached response to Section E.
3. Provide a narrative of any proposed mitigation plans, including purpose, maintenance, monitoring, and
construction sequence and techniques, and estimated costs.
See the attached response to Section E.
4. Describe how boundaries of wetlands or other surface waters were determined. If there has been a
jurisdictional declaratory statement, a formal wetland determination, a formal determination, a validated
informal determination, or a revalidated jurisdictional determination, provide the identifying number.
See the attached response to Section E.
T:\SWFWMD\Belle Harbor Section E.doc
.
.
5. Summarize impacts to wetlands and other surface waters: See the attached response to Section E.
a. For all projects with wetlands or other surface waters on site, complete Table 1, 2 and 3, as applicable;
b. For docking facilities or other structures constructed over wetlands or other surface waters, complete
Table 4;
c. For shoreline stabilization projects, complete Table 5.
C. Plans - See the Attached Exhibits
Provide clear, detailed plans for the proposed system which include specifications, plan, cross-section and profile
views of the proposed project. The plans must be signed and sealed by an appropriate registered professional
as required by law. These plans should show or include the following, as applicable:
1. Project and total land area boundaries, including distances and orientation from roads or other land marks.
2. Existing land use, land cover, and on-site natural communities, including wetlands, other surface waters,
aquatic communities, and uplands (acreage and percentages). Use the USF&W Service's Classification of
Wetlands and Deepwater Habitats of the United States for wetlands or other surface waters on the project
site. Assign each wetland or other surface water a unique identification number which is consistent in all
exhibits.
3. Existing topography extending at least 100 feet off site and includes adjacent wetlands and other surface
waters. All topography shall include the location and a description of known benchmarks, referenced to
NGVD. For systems waterward of mean high water (MHW) or seasonal high water, show water depths at
mean low water (MLW) in tidal areas or normal pool in non-tidal areas. For docking facilities show the
location, depths and access to the nearest navigational channel.
4. Floodplain boundary and approximate flooding elevations if the project is in the known floodplain of a stream
or other water course. Identify the 1 DO-year flood elevation and floodplain boundary of any lake, stream or
other watercourse located on or adjacent to the site.
5. Boundaries of wetlands and other surface waters within the project area. Distinguish those wetlands and
other surface waters that have been delineated by any binding wetland determination.
6. Proposed land use, land cover and natural communities, including wetlands, other surface waters,
undisturbed uplands, aquatic communities, impervious surfaces, and water management areas (acreage
and percentages). Use the same classification system and identification number used in C.2. above.
7. Proposed impacts to wetlands and other surface waters.
8. Locations of buffer zones abutting wetlands.
9. Pre and post-clevelopment drainage patterns and basin boundaries. Show the direction of flow, including
any off-site runoff being routed through or around the system and connections between wetlands and other
surface waters.
10. Location of all water management areas with details of size, side slopes and design water depths.
11. Location and details of all water control structures, control elevations, any seasonal water level regulation
schedules and the location and description of benchmarks (minimum of one benchmark per structure).
FORM 547.27/ERP(8/94)E
Page 2 of 5
T:\SWFWMD\Belle Harbor Section E.doc
.
.
12. Location, dimensions and elevations of all proposed structures, including docks, seawalls, utility lines, roads
and buildings.
13. Location, size and design capacity of the internal water management facilities.
14. Existing and proposed rights-of-way and easements for the system, including all on-site and off-site areas to
be reserved for water management purposes.
15. Receiving waters or surface water management systems into which runoff from the developed site will be
discharged.
16. Location and details of the erosion, sediment and turbidity control measures to be implemented during each
phase of construction and all permanent control measures to be implemented in post-development
conditions.
17. Location, grading, design water levels, and planting details of all mitigation areas.
18. Site grading details, including perimeter grades.
19. Temporary and permanent disposal sites for any excavated material.
20. Details of the dewatering plan including: delineation of areas to be dewatered, location(s) of dewatering
facilities and discharge.
21. For marina facilities, location of any sewage pumpout facilities, fueling facilities, boat repair! maintenance
facilities, and fish cleaning stations.
22. Location and description of any existing off-site features, such as structures, buildings, wetlands, other
surface waters, storm water ponds, which might be affected by or affect the proposed construction or
development.
23. Master development plan, for phased projects.
D. Construction Schedule and Techniques - See Attached
Provide a construction schedule and a description of construction techniques, sequencing and equipment. This
information should specifically include the following:
1. Method for installing any pilings, seawall slabs or riprap.
2. Schedule of implementation of a temporary or permanent erosion and turbidity control measures.
3. Method and type of material to be excavated for work in wetlands or other surface waters.
4. Source and type of fill material to be used for work in wetlands and other surface waters.
5. Dewatering plan including: duration of dewatering; the methods for containing the discharge, methods of
isolating dewatering areas, and time dewatering structures will be in place. A Water Use permit may be
required for dewatering.
6. Methods for transporting equipment and materials to and from the work site. If barges are required for
access, provide the low water depths and draft of the fully loaded barge.
7. Demolition plan for any existing structures to be removed.
8. Provide the name and address of the person who will construct the proposed project.
9. Identify the schedule and party responsible for completing construction monitoring, record drawings, and as-
built certifications for the project.
FORM 547.27JERP(8/94)E
Page 3 of 5
T:\SWFWMD\BelIe Harbor Section E.doc
.
.
Section E. Part D - Construction Schedules and Techniques.
Construction Schedule
Construction shall commence upon permit approval and will be completed within 18
months. The Contractor for this project is yet to be determined. Florida Design
Consultants shall be the Engineer of Record for this project and shall, within 30 days of
completion, prepare and submit record drawings in conformance with the permit
conditions.
Construction Methods
Dredging Operation - The applicant proposes to accomplish the necessary maintenance
dredging using a small floating dredge. The resulting dredged material will be pumped to
the uplands portion of the site. A series of interconnected settling areas is to be
constructed within the uplands portion of the project to provide a temporary disposal site
for the dredged material. These settling areas (See exhibit # 12) will ensure that any water
leaving the site will have turbidity levels at, or below, the background levels for this
portion of the Bay. Ultimately, this dredged material will either be used at the site or
disposed of by trucking to an acceptable offsite disposal site.
All during this dredging phase, and until the turbidity levels return to normal levels for
this area, the contractor shall install and maintain a floating turbidity barrier. This
turbidity barrier shall be installed in full conformance with the manufacturer's
recommendations as shown in sample condition #4 of the attached manufacturer's
literature. The recommended installation would provide a moving turbidity barrier to
encompass the currently impacted area.
Existing seagrass beds adjacent to the proposed dredging will be additionally protected
via installation of staked silt barriers along their perimeter. These silt barriers to remain in
place during both, the dredging and dock construction phases of this project.
Dock Construction - Construction of the proposed docks shall be accomplished using
materials acceptable to the District. All existing deck and support pilings shall be
removed and properly disposed of off site. Piling for new dock construction shall be
driven into the basin bottom (if this method of support pile construction is followed, no
floating silt barriers will need to be installed for this phase of the work). As an alternate,
however, the contractor may opt to "jet" the piling into the bay bottom (use of this
alternate. method of construction shall require installation of floating silt barriers, these
barriers to remain in place until test results show a return of turbidity levels to acceptable
standards). Construction of the stringers, deck and any required railings to start at the
seawall and proceed water ward using the completed portion of the dock for support.
Sign age - One floating multi-faced sign shall be permanently installed at the southeast
corner of the main seagrass bed. This sign shall be anchored to the bay bottom. The sign
shall contain wording warning boaters of the existence of protected seagrasses in the
vicinity. Additional deck supported signage will be provided at other key locations, as
well.
.
.
I
I
III
I
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TYPE n is the work horse of the TOUGH GlJYTM
line. It has a top load cable and special stress plates
for reinforcing the comers designed to handle more
severe conditions. It is recommended for lakes,
streams, intercoastal and tidal areas where cur-
rent velocities up to five feet per second are present.
The anchorage and installation must be designed
to meet the site conditions. Contact Aer-Flo Can-
vas or a qualified engineer for assistance when ex-
traordinary site conditions are encountered. Bar-
rier sections are connected by rope lacing or nylon
ties which must be furnished by others.
@ Aer-Flo Canvas Products. Inc. 2000
Tottr"
TYPE I is the most frequently specified barrier in
the TOUGH GlJYTM line. It is recommended for
construction sites located in protected areas that
are exposed only to light winds and current ve-
locities of less than one foot per second. These
sites may include ponds, shallow lakes, small
streams and marshes. Anchorage consisting of
stakes or concrete blocks may be required to
maintain the barrier in its required position. Bar-
rier sections are connected by rope lacing or ny-
lon ties which must be furnished by others.
o 0
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Now Available Some states, at the discretion of the project engineer, may require pvc pipe connectionfor Type U
barriers. This system can be furnished as shown in the drawings below for a smaU additional cost. This system requires
field assemble and does not lend itself to furling prior to deployment. particularly when the curtain is more than 5 feet in
depth. .[fit is necessary to'install this system after the curtain is deployed in the water, divers may be required CaUfor
pricing and delivery.
barrier section 1
I
J
5/8" poly rope
heat sea led in
curtain hem
2" Sched 40 PVC
pipe - Slotted
"--112 inch S S hose clamp
Sectlon 0
('0
.
..
.
.
.
.
.-
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.
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.
,
TOUGH GUY'. "lUrOlOlry oarrlt:ns ~
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t 1'"
TYPE ill is a special adaption of the Type II bar-
rier. Approximately 20% of the barrier skirt fabric
is replaced with a polypropylene filter fabric con-
forming to some State DOT specifications. The fil-
ter fabric is inserted to reduce pressure on the
curtain while retaining silt. In actual practice, a
filter fabric which is woven tightly enough to re-
tain silt will not significantly reduce pressure on
the curtain. Conversely, if the fabric is loose
enough to reduce pressure on the curtain, it will
not retain mosf silt and sediment particles. In
addition, the filter fabric cannot be heatsea1ed and
must be sewn into the curtain, resulting in a re-
duction in curtain strength and longevity.
o.
6 ft. maximum
~
r~
\D
M
stakes are not
included
0)
STAKED BARRIERS are continuous fabric panels used to contain run-off on the site or direct it to retention devices. The
fabric curtain has a heat sealed hem along the top edge and is approximately 44 inches wide. A narrow trench 8 inches
deep is dug along the perimeter line and stakes are driven every 6 feet along the down slope side of the trench. The upper
portion of the barrier is attached to the stakes with staples, wires or nylon ties, keeping the top of the fabric 36 inches
above grade. The lower edge of the curtain is placed in the trench which is then backfilled. This system works best in
porous soils on moderately sloped sites. The stakes may be wood or metal including re-bar. Aer-Flo Canvas Products
does not supply the stakes. The stakes must be furnished by others.
TOUGH GUYTM floating and staked TURBIDITY BARRIERS are protecting
waterways throughout the United States, Canada, the Caribbean and Pacific.
Visit us on our web site www.aerflo.com or call 800-823-7356 for information
or email: donwms@aerflo.com
.
The information contained in this document applies only to TOUGH GU'fN turbidity barriers and is subject to change without notice. Aer-
Flo Canvas Products, Inc. makes no warranty with regard to the accuracy of the information contained herein. The use of this information
is the sole responsibility of the user. No part of this document may be copied. reproduced. translated or transmitted without the prior
written consent of Aer-Flo Canvas Products, Inc.
I"
I
; 4 TOUGH GUYTII Turbidity Ba~
CONSTRUCTION SITES
The standard practice in installing
barriers is to keep the lower edge of
the barrier about 12 inches above the
bottom as shown in Figure 1. If the
lower edge of the barrier is allowed to
drape on the bottom, silt will build up
as shown in Figure 2. It may collect
enough to pull the barrier under the
surface and it also makes it difficult
to remove the barrier without stirring
up the silt and sending it back into
the water. A typical Staked Barrier site
is shown in Figure 3, with the barrier
directing the runoff into a settling pond
or other collection area.
Figure 4 shows a typical low exposure
site with only light winds, water cur-
rent less than 1 foot per second and
water depths less than 15 feet. These
might include ponds, shallow lakes,
bays and small streams. Type I barri-
ers are designed for this application.
The anchorage required to maintain
the barrier in position can usually be
provided by stakes or concrete blocks.
Figure 5 depicts a site with a one di-
rectional current ofless than 3 feet per
second running parallel to the shore
line. This site will require a Type n
barrier. Anchors and buoys will be as
e
@Aer-Flo Canvas Products, Inc. 2000
shown on Figure 10 but placed only
on the upstream side of the barrier.
The sag shown in the barrier line has
been designed to reduce the forces on
both the anchors and the load cable.
When the current is greater than 3 feet
per second, the barrier installation . J
should appear more like Figure 6. The "
anchors are set to keep the barrier in
a straight line nearly parallel to the
current. Again Type n is required for
this site. In an cases where currents
and/or winds dictate the use of Type
n barriers, a careful layout of the in-
stallation should be made including
calculated anchor and cable loads.
I
"--'
.
.
E. Drainage Information - See the attached response to Section E.
1. Provide pre-clevelopment and post-development drainage calculations, signed and sealed by an appropriate
registered professional, as follows:
a. Runoff characteristics, including area, runoff curve number or runoff coefficient, and time of
concentration for each drainage basin;
b. Seasonal high water table elevations including aerial extent and magnitude of any proposed water
table drawdown;
c. Normal, wet season, and design storm elevations of receiving waters;
d. Design storms used including rainfall depth, duration, frequency, and distribution;
e. Runoff hydrograph(s) for each drainage basin, for all required design storm event(s);
f. Stage-storage computations for any area such as a reservoir, closed basin, detention area, or
channel, used in storage routing;
g. Stage-discharge computations for any storage areas at a selected control point, such as control
structure or natural restriction;
h. Flood routings through on-site conveyance and storage areas;
I. Water surface profiles in the primary drainage system for each required design storm event(s);
j. Runoff peak rates and volumes discharged from the system for each required design storm event(s);
k. Tail water history and justification (time and elevation);
I. Pump specifications and operating curves for range of possible operating conditions (if used in
system).
2. Provide the results of any percolation tests, where appropriate, and soil borings that are representative of
the actual site conditions.
3. Provide the acreage and percentage of the total project, of the following:
a. impervious surfaces, excluding wetlands;
b. pervious surfaces (green areas not including wetlands);
c. lakes, canals, retention areas, other open water areas;
d. wetlands.
4. Provide an engineering analysis of floodplain storage and conveyance (if applicable), including:
a. Hydraulic calculations for all proposed traversing works;
b. Backwater water surface profiles showing upstream impact of traversing works;
c. Location and volume of encroachment within regulated floodplain(s);
d. Plan for compensating floodplain storage, if necessary, and calculations required for determining
minimum building and road flood elevations.
5. Provide an analysis of the water quality treatment system including:
a. A description of the proposed stormwater treatment methodology that addresses the type of treatment,
pollution abatement volumes, and recovery analysis;
b. Construction plans and calculations that address stage-storage and design elevations, which
demonstrate compliance with the appropriate water quality treatment criteria.
6. Provide a description of the engineering methodology, assumptions and references for the parameters
listed above, and a copy of all such computations, engineering plans, and specifications used to analyze the
system. If a computer program is used for the analysis, provide the name of the program, a description of
the program, input and output data, two diskette copies, if available, and justification for model selection.
FORM 547.27/ERp(8-94)A
Page 4 of 5
T:\SWFWMD\Belle Harbor Section E.doc
.
.
F. Operation and Maintenance and Legal Documentation - See the attached response to Section E.
1. Describe the overall maintenance and operation schedule for the proposed system.
2. Identify the entity that will be responsible for operating and maintaining the system in perpetuity, if different
than the permittee. Provide a draft document enumerating the enforceable affirmative obligations of the
entity to properly operate and maintain the system for its expected life and document the entity's financial
responsibility for long term maintenance. If the proposed operation and maintenance entity is not a property
owner's association, provide proof of the existence of an entity, or the future acceptance of the system by an
entity which will operate and maintain the system. If a property owner's association is the proposed
operation and maintenance entity, provide copies of the articles of incorporation for the association and
copies of the declaration, restrictive covenants, deed restrictions, or other operational documents that
assign responsibility for the operation and maintenance of the system. Provide information ensuring the
continued adequate access to the system for maintenance purposes. Before transfer of the system to the
operating entity will be approved, the permittee must document that the transferee will be bound by all terms
and conditions of the permit.
3. Provide copies of all proposed conservation easements, storm water management system easements,
property owner's association documents, and plats for the property containing the proposed system.
4. Indicate how water and wastewater service will be supplied. Letters of commitment from off-site suppliers
must be included.
5. Provide a copy of the boundary survey and/or legal description and acreage of the total land area of
contiguous property owned/controlled by the applicant, including the project site.
6. Provide a copy of the deed or other evidence of ownership, or in the case of an applicant, evidence of
an easement or other documents evidencing authorization to perform the proposed work.
G. Water Use - Not Applicable
1. Will the surface water system be used for water supply, including landscape irrigation, recreation, etc.?
2. If a Water Use Permit has been issued for the project, state the permit number.
3. If a Water Use Permit has not been issued for the project, indicate if a permit will be required and when the
application will be submitted.
4. Indicate how any existing wells located within the project site will be utilized or abandoned.
FORM 547.27/ERp(8-94)E
Page 5 of 5
T:\SWFWMD\Belle Harbor Section E.doc
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Belle Harbour
501 Mandalay Ave
Oearwater, FL 33704
Response to Section E
A. Site Information
1. Soil Maps: Not Applicable
Project area is completely submerged lands. See Appendix G,
Figure 1. of the Avoidance and Minimization Report.
2. Aerial: Attachment 1.
3. MHT = 1.4 NGVD29
MLW = -0.5NGVD29.
Source: Tide Station 872-6706; Florida Department of
Environmental Protection, Doug Thompson. See Appendix D
of Avoidance and Minimization Report.
4. Water Table Data: Not Applicable
B. Environmental Considerations
1. Wildlife Surveys: The grass bed in the impact zone was seined to collect
ichthyofaunal data. Results are found in Table 3 of the
Avoidance and Minimization Report. Sediment
samples were taken to collect infauna. Results are
summarized in Table 4 of the Avoidance and
Minimization Report. Manatee records kept by the
FFWCC Florida Marine Research Institute were
obtained and reviewed. The number of manatees struck
and killed by watercraft in Oearwater since 1974 is 1.
The total number killed by watercraft in Pinellas County
between 2000 and January 2002 is 1 (Appendix F of the
Avoidance and Minimization Report). The extent of
sea grass was surveyed (Appendix A of the Avoidance
and Minimization Report). Sea grass is composed of a
mix of shoal grass, Halodule wrightii, and turtle grass, __
Thalassia testudinum, measuring a total area of 40,176
square feet. The sea grass along the north seawall is
sparse and patchy, heavily epiphytized bed of Halodule
wrightii and is expected to be ephemeral. The northwest
sea grass bed is similar in character to the bed along the
.
2. Water quality:
.
Belle Harbour
501 Mandalay Ave
Oearwater, FL 33704
north seawall; although less dense. The sea grass is non-
coalesced and discontinuous. There are spotty clumps
containing approxiamtely 5 to 10 shoots and they are
heavily epiphytized. The sea grass beds along the
eastern shore is a mixture of Halodule wrightii and
Thalassia testudinum. This bed is lightly epiphytized,
lush and expected to be persistent.
Water quality data were collected on September 5,
2001. Surface water samples were collected at six
stations approximately 50 feet off the seawall at an
approximate depth of 3 feet (Figure 2 of the Avoidance
and Minimization Report). The water samples were
analyzed for fecal coliforms, metals, salinity, pH, NH4,
and P04. Secchi dpeth was also recorded at all sites.
Results are summarized in Table 1 of the Avoidance
and Minimization Report. Fecal coliform and metal
samples were analyzed by Advanced Environmental
Laboratories (Appendix B of the Avoidance and
Minimization Report).
Water Quantity and hydroperiod: Not Applicable
3. Mitigation Plans: Not Applicable
4. The limits of jurisdiction were determined to be the mean high water
elevation (MHW) as depicted on the survey (Appendix A of Avoidance and
Minimization Report). The MHW line was determined to be 1.4 NGVD as
reported by the Florida Department of Environmental Protection (Appendix
D of Avoidance and Minimization Reoprt).
5. Impacts:
C. Plans:
Attached
a.
b.
c.
Not Applicable
Table Four Attached
Table Five Attached
D. Construction Schedule and Techniques: Attached
.
.
Belle Harbour
501 Mandalay Ave
Oearwater, FL 33704
E. Drainage Information:
Not Applicable
See separate submittal for Belle Harbour Upland
Redevelopment
F. Operation and Maintenance
1. The docks will be operated and maintained by the owner and applicant in
accordance with all permit conditions and local ordinances, and in
accordance with the Clean Marina Program.
2. Owner
3. Not Applicable
4. Water supplied from public utility, City of Clearwater
No waster water supply
5. Attached
6. Attached
G. Water Use: Not Applicable
....
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AUG 1 7 2002
FL P.E. No. 14663
55
SLIP NUMBER
GRASS BED
I;, .j
NOTES:
1. FOR LIMITS OF
SWFWMD JURISDICTION
LINE SEE INDIVIDUAL
SHEETS
I~ ~ ~ ~ ~ OYSTER BED
o MEAN HIGH WATER
I I 11'11 iI EXISTING DOCK
~ EXTENT OF BOULDERS
2. DREDGING (1100 C.Y.)
TO OCCUR TO ELEV. (-4)
@ DOCKS ALONG NORTH
SEA WALL
PROPOSED DOCK
N
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200
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~ ~ FLORfJA DESIGN CONSU. TANTS, we.
~ 11, ENGINEERS. ENVIRONMENT ALIS TS. 5t.ItVEYORS . PLANNERS
Ii
2639 McCormick Dr. Clearwaler FL. 33759
I Tel. (727) 724-8422 - Fox. (727) 724-8606
l
.---...
PROJECT No.
997-182
FIGURE.
8/16/02
1
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Drawings ond concepts may not be used or reproduced without written permission.
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LIMiTS OF
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SEAWALL
LEGEND
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---~-- MEAN HIGH WATER
I I 1IlIl ;! EXISTING DOCK
FL P.E. No
MANDALA y AVENUE
PROPOSED DOCK
BELLE HARBOR
PROJECT No.
997-182
FIGURE,
~ FLORfJA DESIGN CONSU.. TANTS, f>JC.
11 EHGWEERS. ENVIRONMEHTALtSTS. SURVEYORS. PLANNERS
2639 McCormick Dr. Cleorwoler FL. 33759
Tel, (727) 724-8422 - Fox. (727) 724-8606
7/23/02
2
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LIMITS OF
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LINE ALONG
FACE OF SEA
WALL
LEGEND
1:'::--:".1 GRASS BED
I~ ~ ~ ~ ~ OYSTER BED
---1=-_ MEAN HIGH WATER
I I 11111 H EXISTING DOCK
.2
~ EXTENT OF BOULDERS
I11III PROPOSED DOCK
(TO BE
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RAILED: NO MOORING
SEAWALL
NOTE:
DREDGING TO
OCCUR TO ELEV.
(-4) @ DOCKS
ALONG NORTH
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.7
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Octavio Cabrera
x -7.9
AUG 1 7 2002
FL P.E. No. 14663
SEE SHEET 2
PROJECT No.
997-182
FIGURE,
~ FLORIDA DESIGN CONSIA. T ANTS, foJC.
11 ENGINEERS. ENVIIOtM:HT AlISTS. SURVEVORS . PLANNERS
2639 McCormick Dr. Cleorwaler FL. 33759
Tel, (727) 724-8422 - Fax. (727) 724-8606
7/23/02
3
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AUG 1 7 2002
LEGEND
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~ II ENGlE.ERS. ENV1ROtM:HTAUSTS. SURVE'tORS . PLAM€RS
oc
2639 McCormick Dr. Clearwaler FL. 33759
Tel, (727) 724-8422 - Fox. (727) 724-8606
BELLE HARBOR
(RESIDENTIAL CONDOMINIUM)
Octavia Cabrera
FL P.E. No. 14663
60
I
BELLE HARBOR
PROJECT No.
997-182
FIGURE.
8/16/02
4
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997-182
FIGURE,
fE FLORIDA DESIGN CONSu.. rANTs, Ne.
II ENGINEERS. ENVIRONMENTALISTS. SURVEYORS. PLANNERS
2639 McCormick Dr. Cleorwoler FL. 33759
Tel, (727) 724-8422 - Fox. (727) 724-8606
8/16/02
5
UL
@Copyright 2001 Florida Design Consultants. Inc. Drawings and concepts may not be used or reproduced without written permission.
~ ~ FLORIDA DESIGN CONSl.A..TANTS, IJC.
~ 11 ENGINEERS. ENVltOtM:NTALlSTS. SURVEYORS. PLANNERS
ci
2639 McCormick Dr. Cleorwoler FL. 33759
Tel, (727) 724-8422 - Fox, (727) 724-8606
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997-182
FIGURE,
8/16/02
6
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~ ~ FLORIDA DESIGN CONSfA..TANTS, 1tIC.
~ 11 ENGINEERS. ENVIlONllENTALlSTS. SURvEVORS . 'U_RS
Ii:
2639 McCormick Dr. Cleorwoler FL. 33759
Tel, (727) 724-8422 - Fox. (727) 724-8606
FIGURE,
8/16/02
7
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AUG 1 7 2002
60
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BELLE HARBOR
PROJECT No.
997-182
FIGURE,
~ FLORIJA DESIGN CONSI.J... TANTS, NC.
II ENGINEERS. ENVIRONMENTALISTS. SURVEYORS. PLANNERS
2639 McCormick Dr. Clearwater FL. 33759
Tel, (727) 724-8422 - Fax. (727) 724-8606
8/16/02
8
UL
@Copyright 2001 Florida Design Consultants. Inc. Drawings and concepts may not be used or reproduced without written permission.
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~ FLORfJA DESIGN CONSll.. TANTS, lie.
11 ENGI€ERS. ENVlROtKNTALlSTS. SURvEYORS. PLAMrlERS
2639 McCormick Dr. Clearwater FL. 33759
Tel, (727) 724-8422 - Fox, (727) 724-8606
@Copyright 2001 Florida Design Consultonts. Inc.
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AUG 1 7 2002
FL P.E. No. 14663
PROJECT No.
997-182
FIGURE,
7/23/02
BY,
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FL P.E. No. 14663
PROJECT No.
997-182
~ FLORlJA DESIGN CONSlA.. TANTS, Ne.
11 E_ERS. EIMRONMENTALlSTS. SURVEYORS' P1.AM€RS
2639 McCormick Dr. Clearwater FL. 33759
Tel, (727) 724-8422 - Fax. (727) 724-8606
FIGURE,
7/23/02
10
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2639 McCormick Dr. Cleorwoler Fl. 33759
Tel, (727) 724-8422 - Fox. (727) 724-8606
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AUG 1 7 2002
FL P.E. No. 14663
PROJECT No.
997-182
FIGURE.
7/23/02
11
@Copyright 2001 Florida Design Consultants, Inc. Drawings and concepts may not be used or reproduced without written permission.
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AREA TO BE SIZED PER
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SETTLING AREA - PLAN VIEW
FLOW
~
STAKED SILT FENCE
SAND FILTER MEDIA
6" PERFORATED
PIPE WITH SOCK
6" SOLID PIPE
7.0
12
6.75
6.25
AUG 1 7 2002
30'
10'
10'
30'
FL P.E. No. 14663
~ FLORIDA DESIGN CONStA. rANTs, Ne.
" ENGINEERS. ENVIIONIlIENTA1I5T5. SURVEYORS. "-A_OS
2639 McCormick Dr. Cleorwoler FL. 33759
Tel, (727) 724.8422 - Fox. (727) 724.8606
- FIL TER FABRIC
SETTLING AREA - CROSS SEC
PROJECT No.
997-182
FIGURE,
8/16/02
UL
@Copyright 2001 Florida Design Consultants. Inc. Drawings and concepts may not be used or reproduced without written permission.
....
1.9' EXCHANGED PER EACH TIDE
(20% EXCHANGE PER TIDAL CYCLE)
MHW = 1.4 NGVD 29
MLW = -0.5 NGVD 29
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CALCULATIONS ARE BASED
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Octavio Cabrera
AUG 1 7 2002
FL P.E. No. 14663
~ FLORDA DESIGN CONSlA. TANTS, 1oIC.
11 E_ERS. ENYIlOM<<HT AlIS TS. SURVEYORS . '...._RS
2639 McCormick Dr. Clearwater FL, 33759
Tel, (727) 724-8422 - Fox. (727) 724-8606
PROJECT No.
997-182
FIGURE.
7/23/02
13
UL
@Copyright 2001 Florida Design Consultants, Inc. Drawings and concepts may not be used or reproduced without written permission.
------
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SHEETS
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55 SLIP NUMBER
I:~ -,:: ~.::- :'~ GRASS BED
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, DlGlIIEERS. EJMIIOIMJCTAUSTS. SURVEYORS . PLAMIERS
2639 McCormick Dr, Cleorwoler FL. 33759
Tel. (727) 724-6422 - Fox. (727) 724-6606
PROJECT No.
997-182
....
~ DESCRIPTION.
~ BELLE HARBOR - KEY SHEET
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FIGURE,
7/23/02
Delta Swu.. w. DRAWN BY.
1X (Jeneral EnvimnmentaJ C(1l'>sulting
UL
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~ , _ EJMIIOMoIE1lTALJnS. --.0fIS . IUMEIlS
0:::
2639 McCormick Dr. Clearwater FL. 33759
Tel, (727) 724-8422 - Fax, (727) 724-8606
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LEGEND
I:~'>,,: ~..:..:....t GRASS BED
I~ ~ ~ ~ ~ OYSTER BED
---~-- MEAN HIGH WATER
I I IIIII n EXISTING DOCK
PROJECT No.
997-182
FIGURE,
7/23/02
."[',':C"'tc':~;::':"'"- 1J4 Delta ~ w. DRAWN BY.
. General brvirmlnumral Cf1ltSltllinR
UL
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~ , -. ~AUSTS. ~ORS . ~
Ii:
2639 McCormick Dr. Clearwater FL. 33759
Tel. (727) 724-8422 - Fox. (727) 724-6606
SEE SHEET 5
BELLE HARBOR
(RESIDENTIAL CONDOMINIUM)
LIMITS OF
SWFWMD
JURISDICTION
LINE ALONG
FACE OF SEA
WALL
LEGEND
I:~ < :.:'. "i GRASS BED
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:::..t...L.J.wlJl EXISTING DOCK
~ EXTENT OF BOULDERS
I11III PROPOSED DOCK
(TO BE
REMOVED)
RAILED: NO MOORING
PROJECT No.
997-182
FIGURE.
Delta ~ 1M 7/23/02
-"';'!~~~i"" TN (kMrrr/ Envimnmental CfltUldtirrg DRAWN BY.
UL
3
@Copyight 2001 Rorida Design Consultants. Inc. Drawings and concepts may not be used or reproduced without written permission.
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LIMITS OF SWFWMD
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PROJECT No.
997-182
~ FLORfJA DESIGN CONSfA.. TANTS, Ne.
11 ENGINEERS. EMY__TRUSTS. SURYETOllS . I'\.R_OS
2639 McCormick Dr. Clearwater FL. 33759
Tel, (727) 724-8422 - Fox, (727) 724-8606
FIGURE,
7/23/02
4
UL
@Copyright 2001 Florida Design Consultants. Inc. Drawings and concepts may not be used or reproduced without written permission.
E
Q.
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60
I
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PROPOSED FISH
CLEANING STATION.
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LEGEND
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PROJECT No,
997-182
FIGURE,
2? FLORDA DESIGN CONSULTANTS, INC.
11 ENGlMEERS. ENVltONMEHTAlISTS. SURVEYORS. PLANNERS
2639 McCormick Dr. Clearwater FL. 33759
Tel. (727) 724-8422 - Fox. (727) 724-8606
7/23/02
5
UL
@Copyright 2001 Florida Design Consultants. Inc. Drawings and concepts may not be used or reproduced without written permission.
o
60
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---f=-- MEAN HIGH WATER
I I IIIi' n EXISTIG DOCK
PROPOSED FIS
CLEANING STATION
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w
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PROJECT No.
997-182
I
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m
m
/
0::
~ R.ORfJA DESIGN CONSI.l.TANTS, life.
11 ENGet€ERS. ENVtlONMENTAUSTS. SURVEYORS . Pt....NNERS
2639 McCormick Dr. Clearwaler FL. 33759
Tel. (727) 724-8422 - Fox, (727) 724-8606
FIGURE,
7/23/02
6
UL
@Copyright 2001 Florida Design Consultants. Inc.
0 /5 30 60
I I
x -12.8
LEGEND
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Q;
~ FLORIDA DESIGN CONSl.A..TANTS, ftIC.
11 ENGIlIEERS. ENVIlt()lrMENTALISTS. SURVEYORS. PLANNERS
2639 McCormick Dr. Cleorwoler FL. 33759
Tel, (727) 724-8422 - Fox, (727) 724-8606
x -5.8 ._ _ ~-5.5
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PROJECT No_
997-182
FIGURE,
7/23/02
7
@Copyright 2001 Florida Design Consultants. Inc_ Drawings and concepts may not be used or reproduced without written permission.
UL
SEE SHEET 7
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ALONG FACE OF SEA
WALL
N _
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IV 0 V 0 ~
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Mil
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PROPOSED DOCK
8
BELLE HARBOR
PROJECT No.
997-182
FIGURE.
~ ~ FLORIDA DESIGN CONSULTANTS NC.
~ II ENGINEERS. ENVltONMEHTALtSTS, SURVEYORS. f'\.A.;.[RS
Ii:
2639 McCormick Dr. Cleorwaler FL. 33759
rei. (727) 724-8422 - Fox. (727) 724-8606
7/23/02
BY.
UL
@Copyriqht 2001 Florida Desiqn Consultants. Inc. Drawinqs and concepts may not be used or reproduced without written permission.
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PROJECT No.
997-182
FIGURE.
~ FLORIDA DESIGN CONStA.. TANTS, INC.
II ENGINEERS. ENVIRONMENTALISTS. SURVEYORS. 'LANNERS
2639 McCormick Dr. Clearwater FL. 33759
Tel, (727) 724-8422 - Fox. (727) 724-8606
0::
7/23/02
BY,
UL
@Copyright 2001 Florida Design Consultants. tnc. Drawings and concepts may not be used or reproduced without written permission.
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CITY OF CLEARWATER
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4865
PLANNING DEPARTMENT
September 23,2002
Mr. Octavio Cabrera, P.E.
Florida Design Consultants
2639 McCormick Drive
Clearwater, FL 33759
RE: Development Order regarding Case FLD2002-07020 at 501 Mandalay Avenue (Belle Harbor
multi-use docks)
Dear Mr. Cabrera:
This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community
Development Code. On September 17,2002, the Community Development Board reviewed your
application for Flexible Development for the construction/reconstruction of multi-use docks (52
new slips and replacement of 15 existing slips for a total of 67 dock slips) in association with a
200-unit residential condominium, with a reduction in the side (west) setback from 52 feet to 44
feet, under the provisions of Section 3-601. The Community Development Board (CDB)
APPROVED the application with the following bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria under the prOVlSlons of
Section 3-601.
2. The proposal is in compliance with other standards in the Code induding the general
applicability criteria per Section 3-913.
3. The dock development is compatible with the surrounding area.
Conditions of Approval:
1. That Pinellas County Water Navigation, Florida Department of Environmental Protection
(FDEP), U.S. Army Corps of Engineers and Southwest Florida Water Management District
(SWFMD) permits be approved prior to the issuance of building permits;
2. That the National Fire Protection Association (NFP A) 303 standards for "marinas and
boat yards" be met to the satisfaction of the Fire Department, prior to the issuance of building
permits;
3. That boats moored at these docks be for the exclusive use by residents of the Belle Harbor
condominiums and that there be no commercial activities at the docks (bait sales, vending,
etc.); and
BRIAN J. AUNGST, MAYOR-COMMISSIOr\ER
WHITt\EY GRAY, VICE MAYOR-COMMISSIONER HOYT HAMILTON, COMMISSIOt\ER
FRAt\K HIBBARD, COMMISSIONER * BILL]ONSON, CGr\IMISSIOl'lER
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
September 23, 2002
Cabrera - Page 2
4. That floating and dock-supported signage be permanently installed contammg wording
warning boaters of the existence of protected sea grasses and manatees in the vicinity.
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (September 17, 2003). All required certificates of occupancy shall
be obtained within one year of the date of issuance of the building permit. Time frames do not
change with successive owners. The Community Development Board may grant an extension of
time for a period not to exceed one year and only within the original period of validity.
Please be aware that the issuance of this Development Order does not relieve you of the necessity to
obtain any building permits or pay any impact fees that may be required. In order to facilitate the
issuance of any permit or license affected by this approval, please bring a copy of this letter with you
when applying for any permits or licenses that require this prior development approval.
In addition, please be aware that an appeal of a Level Two approval (Flexible Development) may be
initiated by a property owner abutting the property (which is the subject of the approval) within 14
days of the date of the CDB decision. The filing of an application/notice of appeal shall stay the
effect of the decision pending the final determination of the case. The appeal period for your case
expired on October 1,2002.
If you have any questions, please do not hesitate to call Wayne Wells, AICP, Senior Planner, at 727-
562-4504.
Sincerely,
~~
Cynthia H. Tarapani, AICP
Planning Director
\\MS5cIPDSIPlanning DeparlmenllC D BIFLEXi/naclive or Finished ApplicalionslMandalay 50/ Belle Harbor docks-
ApprovedlMandalay 50/Developmenl Order. doc
-- ...........
.
.
CITY OF CLEARWATER
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4865
PLANNING DEPARTMENT
September 23,2002
Mr. Octavio Cabrera, P.E.
Florida Design Consultants
2639 McCormick Drive
Clearwater, FL 33759
RE: Development Order regarding Case FLD2002-07020 at 501 Mandalay Avenue (Belle Harbor
multi-use docks)
Dear Mr. Cabrera:
This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community
Development Code. On September 17,2002, the Community Development Board reviewed your
application for Flexible Development for the construction/reconstruction of multi-use docks (52
new slips and replacement of 15 existing slips for a total of 67 dock slips) in association with a
200-unit residential condominium, with a reduction in the side (west) setback from 52 feet to 44
feet, under the provisions of Section 3-601. The Community Development Board (CDB)
APPROVED the application with the following bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria under the provlSlons of
Section 3-601.
2. The proposal is in compliance with other standards in the Code including the general
applicability criteria per Section 3-913.
3. The dock development is compatible with the surrounding area.
Conditions of Avproval:
1. That Pinellas County Water Navigation, Florida Department of Environmental Protection
(FDEP), U.S. Army Corps of Engineers and Southwest Florida Water Management District
(SWFMD) permits be approved prior to the issuance of building permits;
2. That the National Fire Protection Association (NFP A) 303 standards for "marinas and
boat yards" be met to the satisfaction of the Fire Department, prior to the issuance of building
permits;
3. That boats moored at these docks be for the exclusive use by residents of the Belle Harbor
condominiums and that there be no commercial activities at the docks (bait sales, vending,
etc.); and
BRIAN j. AUNGST, MAYOR-COMMISSIONER
\VHITNEY GRAY, VICE MAYOR-COMMISSIONER HoYT HAMILTON, COM~IlSSIONER
FRAi\K HIBBARD, COMMISSIONEH * BILL JONSON, COM~IlSS10NER
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
.
.
September 23, 2002
Cabrera - Page 2
4. That floating and dock-supported signage be permanently installed contammg wording
warning boaters of the existence of protected sea grasses and manatees in the vicinity.
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (September 17, 2003). All required certificates of occupancy shall
be obtained within one year of the date of issuance of the building permit. Time frames do not
change with successive owners. The Community Development Board may grant an extension of
time for a period not to exceed one year and only within the original period of validity.
Please be aware that the issuance of this Development Order does not relieve you of the necessity to
obtain any building permits or pay any impact fees that may be required. In order to facilitate the
issuance of any permit or license affected by this approval, please bring a copy of this letter with you
when applying for any permits or licenses that require this prior development approval.
In addition, please be aware that an appeal of a Level Two approval (Flexible Development) may be
initiated by a property owner abutting the property (which is the subject of the approval) within 14
days of the date of the CDB decision. The filing of an application/notice of appeal shall stay the
effect of the decision pending the final determination of the case. The appeal period for your case
expired on October 1,2002.
If you have any questions, please do not hesitate to call Wayne Wells, AICP, Senior Planner, at 727-
562-4504.
Sincerely,
~~
Cynthia H. Tarapani, AICP
Planning Director
\IMS5c1PDSIPlanning DepartmentlC D B\FLEXlInactive or Finished ApplicationslMandalay 501 Belle Harbor docks-
ApprovedlMandalay 501Development Order. doc
FLORIDA DESIGN CONSULTANTS INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS & PL!.NNERS
2639 McCormick Drive
Clearwater, Florida 33759
Letter of Transmittal
Attn: Mark Parry, Planner DatelTime: 8/19/02
City of Clearwater, Planning & Dev.
To: 100 S. Myrtle Avenue, 2nd Floor Job No: 997-182.30.40
Clearwater, FL 33756
RE: Belle Harbor - Dock Application From: Octavio Cabrera, P.E.
15
8/16/02
Belle Harbor Docks - Application and
Supporting Information
l '\:": ......,~-,jo<......, ....C_"I' '
ciTY OF cti~/~f1vj,.\I[n
These are Transmitted as Checked Below:
B For Approval
As Requested
For Review and Comment
~ For Your Signature
Approved as noted
Contract Deliverables
~ For your use
Returned for Revision
Other: See Comments below
Comments: Thanks for your helpful comments during the ORe review meeting
of 8/15/02. We have revised the application to comply with the committee's
suggestions and to shift the docks southward slightly.
Signed: Octavio Cabrera, P.E., Sr. Proj ct Manager
John Hobach, JMC Communitites
Copy To: Thomas Cuba, Ph.D, Delta Seven
T:\mark parry 10Ldot
Please print name below and return via
fax as having been received.
Edward Mazur, Jr., P.E. FDC
If enclosures are not as noted, kindly inform us at once
Phone: (727) 724-8422 - Fax: (727) 724-8606
...
.
.
Wells, Wayne
From:
Sent:
To:
Subject:
Wells, Wayne
Monday, August 19, 2002 5:36 PM
'ocabrera@f1design.com'
FW: DRC comments from 8/15/02 for 501 Mandalay Avenue
c.c. - I am resending this to you at Robert Pergolizzi's request. I hope that I got your email address correct this time. -
WW
-----Original Message-----
From: Wells, Wayne
Sent: Friday, August 16, 20024:47 PM
To: 'rpergolizzi@fldesign.com'
Subject: FW: ORC comments from 8/15/02 for 501 Mandalay Avenue
Robert,
Please forward to C.C. There appears to be a problem with getting this to C.C.
Thanks, WW
-----Original Message-----
From: Wells, Wayne
Sent: Friday, August 16, 20024:33 PM
To: 'occabrera@fldesign.com'
Subject: ORC comments from 8/15/02 for 501 Mandalay Avenue
1:45 p.m. Case: FLD2002-07020 - 501 Mandalay Avenue
Applicant: Belle Harbor, LLC.
Representative: Octavio Cabrera, P .E., Florida Design Consultants, Inc.
Location: 6. 1 65-acres located on the northeast comer of Mandalay A venue and Baymont Street.
Atlas Page: 258A and 267 A.
Zoning: HDR, High Density Residential District and P, Preservation District.
Request: Flexible Development approval for the construction/reconstruction of multi-use docks (52 new slips and
replacement of 15 existing slips for a total of 67 dock slips), with a reduction in side ( west) setback from 52 feet to 44 feet, a
reduction in side (north) setback from 53 feet to five feet and an increase in the eastern dock width from 397.5 feet to 401
feet, under the provisions of Section 3-601.
Proposed Use: 67 dock slips in conjunction in association with a 200-unit condominium development.
Presenter: Wayne Wells, Senior Planner.
Attendees included:
City Staff: Cory martens, Brian Barker, Bill Morris, Lisa Fierce, mark Parry, Wayne Wells, Glen Bahnick, Don Melone,
Tom Glenn and Joe Colbert.
ApplicantJRepresentative: OC Cabrera, Jennifer Jackiewicz, Tom Cuba and John Hoback
The DRC reviewed these applications with the following comments:
1. Parks and Recreation:
a) No comments
2. Traffic enl!ineerinl!:
a) No comments
3. Stormwater:
a) No comments
4. General enl!ineerinl!:
a) No comments
5. Environmental:
a) That a Pinellas county Water Navigation Permit and FDEP permit must be approved prior to the issuance of building
permit.
6. Planninl!:
a) Provide proof of ownership of all properties included in this application - include upland and submerged land.
Unclear on submerged land;
b) Applicant misread Code provisions for commercial dock setback. Requirement is 10 percent of applicant's property
1
width measured at the _front property line. Waterfront property line.g north is 520 feet, with a setback
requirement of 52 feet. Measured from the seawall parallel with Mandalay Avenue, the westernmost dock on the
north side is set back 44 feet; therefore the request includes a setback reduction from 52 to 44 feet. The waterfront
property line on the east, which includes that portion on the west end parallel to Mandalay Avenue, is 530 feet, with
a setback requirement of 53 feet. Measured from the north and south property lines (north within the water), the
northernmost dock is set back five feet from the north property line, therefore the request includes a setback
reduction from 53 feet to five feet. The maximum width of the dock cannot exceed 75 percent of the width of the
applicant's property measured at the waterfront property line. The property width is 530 feet and 75 percent is 397.5
feet. The width of the proposed dock is 401 feet; therefore the request includes an increase in dock width from 397.5
feet to 401 feet (increase from 75% to 75.66%). Revise application. proiect narrative and compliance with City's
criteria as necessary to reflect these three deviations;
Suggest reducing width of dock to maximum allowed of 397.5 feet (reduce from 401 feet);
Suggest relocating eastern dock/slips to south in order to meet the required setback from the north property line of 53
feet (increase from five feet);
Maximum dock length is 75 percent of the width of the applicant's property measured at the waterfront property line.
Width is 530 feet and 75% is 397.5 feet. Proposed dock is less than maximum length. However, revise Sheet 3 of 4
to show dock length measured from the seawall;
Provide revised justifications as to how "the proposed dock shall be in harmony with the scale and character of
adjacent properties and the neighborhood in general" and "the proposed dock shall be compatible with dock patterns
in the general vicinity." This request is for a multi-use dock, not for condominiums. Prior approvals by CDB for the
condos finding the condos compatible is insufficient for this request;
Revise/provide the above (6 a - f) prior to CDB review;
Conditions of D.O. - 1) that boats moored at these docks be owned by residents of the Belle Harbor condominiums
only; 2) that floating and dock supported signage be permanently installed containing wording warning boaters of the
existence of protected sea grasses and manatees in the vicinity.
Solid waste:
a) No comments
8. Land resource:
a) No comments
9. Fire:
a)
~
7.
10.
11.
c)
d)
e)
f)
g)
h)
That NFP A 303 the standard for "Marinas and boatyards" shall be applied for the construction and operation of
docking facilities associated with residential condominiums.
Landscapine::
a) No comments
Harbor Master:
a) No navigational hazards - no negative impacts on waterway.
NOTES:
. Send comments to OC Cabrera at occabrera@fldesign.com <mailto:occabrera@fldesign.com>
· 15 sets of everything due August 19, 2002 in order to be scheduled for the September 17, 2002 CDB meeting. The packets must
include 8.5 by II-inch, rendered site plans, elevations, landscape plans, etc. in order to considered complete. please collate all
plans, then staple together to form one set (do not fold plans individually and then collate).
DRAFT CONDITIONS:
1. That a Pinellas county Water Navigation Permit and FDEP permit must be approved prior to the issuance of building permit.
2
,
...
.
.
Wells, Wayne
From:
Sent:
To:
Subject:
Wells, Wayne
Friday, August 16, 20024:47 PM
'rpergolizzi@fldesign.com'
FW: DRC comments from 8/15/02 for 501 Mandalay Avenue
Robert,
Please forward to a.c. There appears to be a problem with getting this to a.c.
Thanks, WW
-----OriginaJ Message-----
From: Wells, Wayne
Sent: Friday, August 16, 2002 4:33 PM
To: 'occabrera@f1design.com'
Subject: ORe comments from 8/15/02 for 501 Mandalay Avenue
1:45 p.m. Case: FLD2002-07020 - 501 Mandalay Avenue
Applicant: Belle Harbor, LLC.
Representative: Octavio Cabrera, P.E., Florida Design Consultants, Inc.
Location: 6. 165-acres located on the northeast comer of Mandalay Avenue and Baymont Street.
Atlas Page: 258A and 267 A.
Zoning: HDR, High Density Residential District and P, Preservation District.
Request: Flexible Development approval for the construction/reconstruction of multi-use docks (52 new slips and
replacement of 15 existing slips for a total of 67 dock slips), with a reduction in side (west) setback from 52 feet to 44 feet, a
reduction in side (north) setback from 53 feet to five feet and an increase in the eastern dock width from 397.5 feet to 401
feet, under the provisions of Section 3-60l.
Proposed Use: 67 dock slips in conjunction in association with a 200-unit condominium development.
Presenter: Wayne Wells, Senior Planner.
Attendees included:
City Staff: Cory martens, Brian Barker, Bill Morris, Lisa Fierce, mark Parry, Wayne Wells, Glen Bahnick, Don Melone,
Tom Glenn and Joe Colbert.
Applicant/Representative: OC Cabrera, Jennifer Jackiewicz, Tom Cuba and John Hoback
The DRC reviewed these applications with the following comments:
1. Parks and Recreation:
a) No comments
2. Traffic en!!:ineerin!!::
a) No comments
3. Stormwater:
a) No comments
4. General en!!:ineerin!!::
a) No comments
5. Environmental:
a) That a Pinellas county Water Navigation Permit and FDEP permit must be approved prior to the issuance of building
permit.
6. Plannin!!::
a) Provide proof of ownership of all properties included in this application - include upland and submerged land.
Unclear on submerged land;
b) Applicant misread Code provisions for commercial dock setback. Requirement is 10 percent of applicant's property
width measured at the waterfront property line. Waterfront property line along north is 520 feet, with a setback
requirement of 52 feet. Measured from the seawall parallel with Mandalay A venue, the westernmost dock on the
north side is set back 44 feet; therefore the request includes a setback reduction from 52 to 44 feet. The waterfront
property line on the east, which includes that portion on the west end parallel to Mandalay Avenue, is 530 feet, with
a setback requirement of 53 feet. Measured from the north and south property lines (north within the water), the
northernmost dock is set back five feet from the north property line, therefore the request includes a setback
reduction from 53 feet to five feet. The maximum width of the dock cannot exceed 75 percent of the width of the
applicant's property measured at the waterfront property line. The property width is 530 feet and 75 percent is 397.5
feet. The width of the proposed dock is 401 feet; therefore the request includes an increase in dock width from 397.5
1
feet to 401 feet (increaAm 75% to 75.66%). Revise application. proi.arrative and compliance with City's
criteria as necessary to reflect these three deviations:
Suggest reducing width of dock to maximum allowed of397.5 feet (reduce from 401 feet);
Suggest relocating eastern dock/slips to south in order to meet the required setback from the north property line of 53
feet (increase from five feet);
Maximum dock length is 75 percent of the width of the applicant's property measured at the waterfront property line.
Width is 530 feet and 75% is 397.5 feet. Proposed dock is less than maximum length. However, revise Sheet 3 of 4
to show dock length measured from the seawall;
Provide revised justifications as to how "the proposed dock shall be in harmony with the scale and character of
adjacent properties and the neighborhood in general" and "the proposed dock shall be compatible with dock patterns
in the general vicinity." This request is for a multi-use dock, not for condominiums. Prior approvals by CDB for the
condos fmding the condos compatible is insufficient for this request;
Revise/provide the above (6 a - f) prior to CDB review;
Conditions of D.O. - 1) that boats moored at these docks be owned by residents of the Belle Harbor condominiums
only; 2) that floating and dock supported signage be permanently installed containing wording warning boaters of the
existence of protected sea grasses and manatees in the vicinity.
Solid waste:
a) No comments
8. Land resource:
a) No comments
9. Fire:
a)
)
7.
10.
11.
c)
d)
e)
f)
g)
h)
That NFP A 303 the standard for "Marinas and boatyards" shall be applied for the construction and operation of
docking facilities associated with residential condominiums.
Landscapinl!:
a) No comments
Harbor Master:
a) No navigational hazards - no negative impacts on waterway.
NOTES:
. Send comments to OC Cabrera at occabrera@fldesign.com <mailto:occabrera@fldesign.com>
. 15 sets of everything due August 19, 2002 in order to be scheduled for the September 17, 2002 CDB meeting. The packets must
include 8.5 by II-inch, rendered site plans, elevations, landscape plans, etc. in order to considered complete. please collate all
plans, then staple together to form one set (do not fold plans individually and then collate).
DRAFT CONDITIONS:
1. That a Pinellas county Water Navigation Permit and FDEP permit must be approved prior to the issuance of building permit.
2
r-y-
.
.
Wells, Wayne
From:
Sent:
To:
Subject:
Wells, Wayne
Friday, August 16, 2002 4:33 PM
'occabrera@f1design.com'
DRe comments from 8/15/02 for 501 Mandalay Avenue
1:45 p.m. Case: FLD2002-07020 - 501 Mandalay Avenue
Applicant: Belle Harbor, LLC.
Representative: Octavio Cabrera, P .E., Florida Design Consultants, Inc.
Location: 6. 165-acres located on the northeast comer of Mandalay A venue and Baymont Street.
Atlas Page: 258A and 267 A.
Zoning: HDR, High Density Residential District and P, Preservation District.
Request: Flexible Development approval for the construction/reconstruction of multi-use docks (52 new slips and
replacement of 15 existing slips for a total of67 dock slips), with a reduction in side (west) setback from 52 feet to 44 feet, a
reduction in side (north) setback from 53 feet to five feet and an increase in the eastern dock width from 397.5 feet to 401
feet, under the provisions of Section 3-601.
Proposed Use: 67 dock slips in conjunction in association with a 200-unit condominium development.
Presenter: Wayne Wells, Senior Planner.
Attendees included:
City Staff: Cory martens, Brian Barker, Bill Morris, Lisa Fierce, mark Parry, Wayne Wells, Glen Bahnick, Don Melone,
Tom Glenn and Joe Colbert.
Applicant/Representative: OC Cabrera, Jennifer Jackiewicz, Tom Cuba and John Hoback
The DRC reviewed these applications with the following comments:
1. Parks and Recreation:
a) No comments
2. Traffic ene:ineerine::
a) No comments
3. Stormwater:
a) No comments
4. General ene:ineerine::
a) No comments
5. Environmental:
a) That a Pinellas county Water Navigation Permit and FDEP permit must be approved prior to the issuance of building
permit.
6. Plannine::
a) Provide proof of ownership of all properties included in this application - include upland and submerged land.
Unclear on submerged land;
b) Applicant misread Code provisions for commercial dock setback. Requirement is 10 percent of applicant's property
width measured at the waterfront property line. Waterfront property line along north is 520 feet, with a setback
requirement of 52 feet. Measured from the seawall parallel with Mandalay Avenue, the westernmost dock on the
north side is set back 44 feet; therefore the request includes a setback reduction from 52 to 44 feet. The waterfront
property line on the east, which includes that portion on the west end parallel to Mandalay Avenue, is 530 feet, with
a setback requirement of 53 feet. Measured from the north and south property lines (north within the water), the
northernmost dock is set back five feet from the north property line, therefore the request includes a setback
reduction from 53 feet to five feet. The maximum width of the dock cannot exceed 75 percent of the width of the
applicant's property measured at the waterfront property line. The property width is 530 feet and 75 percent is 397.5
feet. The width of the proposed dock is 401 feet; therefore the request includes an increase in dock width from 397.5
feet to 401 feet (increase from 75% to 75.66%). Revise application. proiect narrative and compliance with City's
criteria as necessary to reflect these three deviations:
c) Suggest reducing width of dock to maximum allowed of 397.5 feet (reduce from 401 feet);
d) Suggest relocating eastern dock/slips to south in order to meet the required setback from the north property line of 53
feet (increase from five feet);
e) Maximum dock length is 75 percent of the width of the applicant's property measured at the waterfront property line.
Width is 530 feet and 75% is 397.5 feet. Proposed dock is less than maximum length. However, revise Sheet 3 of 4
to show dock length measured from the seawall;
f) Provide revised justifications as to how "the proposed dock shall be in harmony with the scale and character of
1
1
7.
adjacent properties and. neighborhood in general" and "the proposed. shall be compatible with dock patterns
in the general vicinity." This request is for a multi-use dock, not for condominiums. Prior approvals by CDB for the
condos finding the condos compatible is insufficient for this request;
Revise/provide the above (6 a - f) prior to CDB review;
Conditions of D.O. - 1) that boats moored at these docks be owned by residents of the Belle Harbor condominiums
only; 2) that floating and dock supported signage be permanently installed containing wording warning boaters of the
existence of protected sea grasses and manatees in the vicinity.
Solid waste:
a) No comments
Land resource:
a) No comments
9. Fire:
a)
g)
h)
8.
10.
That NFP A 303 the standard for "Marinas and boatyards" shall be applied for the construction and operation of
docking facilities associated with residential condominiums.
Landscapine::
a) No comments
Harbor Master:
a) No navigational hazards - no negative impacts on waterway.
11.
NOTES:
. Send comments to OC Cabrera at occabrera@fldesign.com <mailto:occabrera@fldesign.com>
. 15 sets of everything due August 19, 2002 in order to be scheduled for the September 17,2002 CDB meeting. The packets must
include 8.5 by II-inch, rendered site plans, elevations, landscape plans, etc. in order to considered complete. please collate all
plans, then staple together to form one set (do not fold plans individually and then collate).
DRAFT CONDITIONS:
1. That a Pinellas county Water Navigation Permit and FDEP permit must be approved prior to the issuance of building permit.
2
!~n:'\ re 1 ;,-f 1:::--: I WI ~ -II-I 'II
uQ"~~;~- 2002 llli
!i~PJe~,9!'!9J1~~1J!'!)y!A't!AN!f'
2639 McCormick Drive
Clearwater, Florida 33759
Letter of Transmittal
F-r..ANNING & DEVELOPMENT SIJC~
Cl1Y OF CLEARWATER
Attn: Mark Parry, Planner Date/Time: 7/29/200210:52 AM
City of Clearwater, Planning & Dev.
To: 100 S. Myrtle Avenue, 2nd floor Job No: 997-182
Clearwater, FL 33756
RE: Belle Harbor - Dock Application From: Octavio Cabrera, P.E.
13
7/29/02
Belle Harbor Docks - Compliance with
City's Criteria Report
These are Transmitted as Checked Below:
~ For Approval
X As Requested
X For Review and Comment
~ For Your Signature
Approved as noted
Contract Deliverables
U For your use
Returned for Revision
Other: See Comments below
Comments: Thanks for your review of the information submitted on 7/25/02. As
requested, we have prepared a report addressing each of the City's review
criteria listed in Div. 6 of the Community Development Code. Our report either
directly answers the review criteria, or refers to a specific document in our
submittal package where the answer may be found. Please let me know if
additional info a. n is required.
~~
Octavio Cabrera, P.E., Sr. Project Manager
John Hobach, JMC Communities
Copy To: Thomas Cuba, PhD, Delta Seven, Inc.
Please print name below and return via
fax as having been received.
Edward Mazur, Jr., P.E., FDC
Signed:
If enclosures are not as noted, kindly inform us at once
Phone: (727) 724-8422 - Fax: (727) 724-8606
IT.
.
.
~~~.
~~~
~~l..,d,/~\ ~~
.~f!. r~-~Si.S
"~~'e. - ~~
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~"(JP.~~#~~.~
""~~ll\~~'
CITY OF CLEARWATER
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4865
PLANNING DEPARTMENT
July 30, 2002
Mr. Octavio Cabrera, P .E.
Florida Design Consultants
2639 McCormick Drive
Clearwater, FL 33759
RE: Flexible Development approval (FLD2002-07020) for the
construction/reconstruction of multi-use docks (52 new slips and replacement of
15 existing slips for a total of 67 dock slips), with a reduction in side (west)
setback from 52 feet to 44 feet, a reduction in side (north) setback from 53 feet to
five feet and an increase in the eastern dock width from 397.5 feet to 401 feet, at
501 Mandalay Avenue, under the provisions of Section 3-601.
Dear Mr. Cabrera:
The Planning staff has reviewed your application for the construction/reconstruction of
multi-use docks (52 new slips and replacement of 15 existing slips for a total of 67 dock
slips), with a reduction in side (west) setback from 52 feet to 44 feet, a reduction in side
(north) setback from 53 feet to five feet and an increase in the eastern dock width from
397.5 feet to 401 feet, at 501 Mandalay Avenue, under the provisions of Section 3-601.
After a preliminary review of the submitted documents, staff has determined that the
application is complete.
The application has been entered into the Department's filing system and assigned the
case number FLD2002-07020. The Development Review Committee will review the
application for sufficiency on August 15, 2002, in the Planning Department conference
room - Room 216 - on the second floor of the Municipal Services Building, 100 South
Myrtle Avenue, in Clearwater. Additional comments and requirements may result from
that meeting. Please call Sherrie Nicodemus at 562-4582 no earlier than one week prior
to the meeting date for the approximate time that your case will be reviewed.
You or your client must be present to answer any questions that the committee may have
regarding your application.
Please be aware that 15 additional sets of the complete resubmittal of all required
information, to include copies of the application, survey, site plan (with any required
BRIAN J. AUNGST, MAYOR-COMMISSIONER
WHITNEY GRAY, VICE MAYOR-COMMISSIONER HoYT HAMILTON, COMMISSIOf\ER
FRANK HIBBARD, COMMISSIONER * BILL JONSON, COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
,
,
.
.
July 30, 2002
Cabrera - Page two
changes as applicable), affidavit of authorization, etc. will be required by August 19,
2002 in order to be placed on the September 17,2002, Community Development Board
(CDB) agenda.
If you have any questions, please do not hesitate to call me at 727-562-4504.
Sincerely yours,
~h'lJ0--k- M. l) &~
Wayne/M. Wells, AICP
Senior Planner
\\MS5cIPDSIPlanning DepartmentlC D BIFLEXlPending cases I Up for the next DRCIMandalay 501 Belle Harbor dockslMandalay
501 Complete Letter. doc
2.
Case: FLD2002-070.l 442 Mandalay Avenue
Applicant: Paul A. Gelep, P.A.
Owners: Paul Gelep, Helen Diamandis, Mahi Hansen, Jamie Marie Gelep, Helen Gelep
Estate and Mary Gelep.
Representative: Alex Plisko, Plisko Architecture, P.A.
Location: 0.31-acres located on the northwest corner of Mandalay Avenue and Papaya Street.
Atlas Page: 267 A.
Zoning: T, Tourist District.
Request:
Flexible Development approval to reduce the required front (east and south) setbacks along Mandalay
Avenue and Papaya Street, respectively, from 10 feet to zero feet (to building), provide a side (north)
setback of zero feet (to building), provide a side (west) setback of three feet (to building) and reduce the
required number of parking spaces from 57 spaces to zero spaces, as part of a Comprehensive Infill
Redevelopment Project under the provisions of Section 2-803.
Proposed Use: An 11,348 square foot, single-story retail sales and service establishment.
Presenter: Mark T. Parry, Planner.
ACTION: APPROVED - 5:0 (Member Plisko abstained) - with conditions: 1) That any change in the
type of retail establishment be evaluated for complimentary operational characteristic and
parking demand, and may require approval by the Community Development Board; 2) That
should more than one retail establishment be located on this site, a business plan indicating the
operation of all tenants be provided including the maximum number of employees on the largest
shift, the hours of operation, delivery hours, parking demand, etc. to the Planning Department
and be approved, prior to issuance of any permits or licenses; 3) That the downspouts and
overhead doors match the primary color of building; 4) That the final design of the buildings be
consistent with the conceptual elevations submitted or as modified by the CDB; 5) That any
improvements within or adjacent to the right-of-way including but limited to underground utilities,
curbs, sidewalks and driveways must adhere to the Mandalay Streetscape design, to the
satisfaction of the Public Works Administration; and 6) That all signs meet the requirements of
Code or be reviewed through a Comprehensive Sign Program..
.
Level 2 Application
3. Case: FLD2002-07020 - 501 Mandalay Avenue Level 2 Application
Applicant: Belle Harbor, LLC.
Owner: Green Mack Clearwater, LLC.
Representative: Octavio Cabrera, P.E., Florida Design Consultants, Inc.
Location: 6.165-acres located on the northeast corner of Baymont Street and Mandalay Avenue.
Atlas Pages: 258A and 267 A.
Zoning: HDR, High Density Residential District and P, Preservation District.
Request:
Flexible Development approval for the construction/reconstruction of multi-use docks (52 new slips and
replacement of 15 existing slips for a total of 67 dock slips) in association with a 200-unit residential
condominium, with a reduction in the side (west) setback from 52 feet to 44 feet, under the provisions of
Section 3-601.
Proposed Use: 67 dock slips in conjunction in association with a 200-unit condominium development.
Presenter: Wayne Wells, Senior Planner.
ACTION: APPROVED - 6:0 with Conditions: 1) That Pinellas County Water Navigation, Florida
Department of Environmental Protection (FDEP), U.S. Army Corps of Engineers and Southwest
Florida Water Management District (SWFMD) permits be approved prior to the issuance of
building permits; 2) That the National Fire Protection Association (NFPA) 303 standards for
"marinas and boat yards" be met to the satisfaction of the Fire Department, prior to the issuance
of building permits; 3) That boats moored at these docks be for the exclusive use by residents of
the Belle Harbor condominiums and that there be no commercial activities at the docks (bait
sales, vending, etc.); and 4) That floating and dock-supported signage be permanently installed
containing wording warning boaters of the existence of protected sea grasses and manatees in
the vicinity.
acdb0902
2
FILE
09/17/02
..
.
.
CDB Meeting Date: September 17, 2002
Case Number: FLD2002-07020
Agenda Item: B3
CITY OF CLEARWATER
PLANNING DEPARTMENT
STAFF REPORT
BACKGROUND INFORMATION:
OWNER:
APPLICANT:
LOCATION:
REQUEST:
PLANS REVIEWED:
SITE INFORMATION:
PROPERTY SIZE:
DIMENSIONS OF SITE:
PROPERTY USE:
Current Use:
Proposed Use:
PLAN CATEGORY:
ZONING DISTRICT:
Greenmack Clearwater, LLC
Belle Harbor, LLC
501 Mandalay Avenue
Flexible Development approval for the construction/reconstruction
of multi-use docks (52 new slips and replacement of 15 existing
slips for a total of 67 dock slips) in association with a 200-unit
residential condominium, with a reduction in the side (west) setback
from 52 feet to 44 feet, under the provisions of Section 3-601.
Site plan submitted by Octavio Cabrera, P.E., Florida Design
Consultants, Inc.
6.165 acres; 268,538 square feet
Waterfront property line along north is 520 feet in width and the
waterfront property line along the east is 530 feet in width.
200-unit residential condominiums (under construction)
200-unit residential condominiums (under construction)
RFH, Resort Facilities High Classification
HDR, High Density Residential District and P, Preservation District
(Also governed by Beach By Design)
ADJACENT LAND USES: North: Yacht Basin and City Park
West: Commercial
East: Clearwater Harbor
South: Commercial and motels
FILE
Staff Report - Community Development Board - September 17, 2002 - Case FLD2002-07020 - Page 1
.
.
CHARACTER OF THE
IMMEDIATE VICINITY: Multi-family residential and assorted tourist uses dominate the
immediate vicinity, including overnight accommodations, retail sales
and service and restaurants.
ANALYSIS:
The 6.165-acre site is located on the northeast comer of Mandalay Avenue and Baymont Street.
The site is currently being developed with 200 residential units within two high-rise towers. The
Belle Harbor, formerly Catalina, site plan was approved by the Community Development Board on
November 13, 2001 as part of a Flexible Development application and Termination of Status as a
Nonconformity request (case FL 01-09-31). The area is characterized by multi-family residential
developments and a variety of nonresidential uses including overnight accommodation
establishments, retail sales and service businesses and restaurants. The site currently contains
docks of 15 slips along the northern waterfront property line and a dock on the eastern waterfront
property line presently located within and impacting grass beds.
Section 3-601.C.3 requires docks over 500 square feet in area (in association with a multi-family
development or condominium) be treated as a commercial dock and be approved as part of a Level
Two, Flexible Development review. The applicant seeks to construct/reconstruct docks along the
northern and eastern waterfront property lines for a total of 67 slips for the exclusive use of
residents of the Belle Harbor condominiums. The docks along the northern waterfront property
line are proposed to be reconstructed into 19 slips, reducing impacts on existing grass beds. The
applicant also seeks to construct docks along the eastern waterfront property line for 48 slips
beyond the existing grass beds. The docks on the northern and eastern waterfront property lines
will meet all Code requirements for setbacks, length and width and will not impact water
navigation. The only exception to meeting these standards is the dock on the west side of the
northern docks being set back 44 feet from the western waterfront property line rather than the
required 52 feet. This dock currently exists at the same 44-foot setback, but because it is being
reconstructed (rather than repaired) a setback reduction is required. Shifting the dock to the east
would negatively impact environmentally desirable habitats. Reconstruction of the docks along
the northern waterfront property line will require maintenance dredging of the yacht basin with a
small floating dredge to provide a water depth of four feet. This dredging will not affect existing
grass beds.
Prior to the issuance of building permits for the docks, the applicant will need to show compliance
with National Fire Protection Association (NFPA) standards for "marinas and boat yards" for the
construction and operation of the docking facilities to provide fire protection of boats moored in
the slips. Floating and dock supported signage will need to be permanently installed warning
boaters of the existence of protected sea grasses and manatees in the vicinity. A Water Navigation
Permit and a Department of Environmental Protection permit will be required to be approved by
Pinellas County and the State prior to the issuance of building permits.
CODE ENFORCEMENT ANALYSIS
There are no outstanding enforcement issues associated with this site.
Staff Report - Community Development Board - September 17, 2002 - Case FLD2002-07020 - Page 2
.
.
A. COMPLIANCE WITH MAXIMUM DEVELOPMENT POTENTIAL STANDARD IN
THE HDR, HIGH DENSITY RESIDENTIAL DISTRICT:
STANDARD REQUIRED! EXISTING PROPOSED IN
PERMITTED COMPLIANCE?
DENSITY 30 units per acre Under 200 dwelling Yes
(dwelling units (184 dwelling construction uni ts *
per acre) uni ts )
IMPERVIOUS 0.85 Under 0.83 Yes
SURFACE construction
RATIO
maximum
* Approval of a Termination of Status as a Nonconformity request as part of case FL 01-09-31
permitted an increase in the number of dwelling units from 184 to 200.
B. FLEXIBLE DEVELOPMENT STANDARDS FOR COMMERCIAL DOCKS UNDER
THE PROVISIONS OF SECTION 3-601.C3:
STANDARD PERMITTED! EXISTING PROPOSED IN
REQUIRED COMPLIANCE?
SETBACKS 10 percent of the North: 177 feet North: 198 feet Yes
minimum width of the (east); 44 feet (east); 44 feet
property (North: (west) (west)
52 feet; East: 53 East: 264 feet East: 53 feet
feet) (north); 222 feet (north); 79 feet
(south) (south)
LENGTH 75 percent of the North: 46 feet North: 40 feet Yes
maximum width of the East: 102 feet East: 329.9 feet
property (North:
390 feet; East:
397.5 feet)
WIDTH 75 percent of the North: 300 feet North: 277.7 feet Yes
maximum width of the East: 40 feet East: 397 feet
property (North:
390 feet; East:
397.5 feet)
Staff Report - Community Development Board - September 17. 2002 - Case FLD2002-07020 - Page 3
.
.
C. FLEXIBILITY CRITERIA FOR COMMERCIAL DOCKS UNDER THE
PROVISIONS OF SECTION 3-601.C.3:
1. Use and Compatibility.
a) The proposed dock shall be subordinate to and contribute to the comfort,
convenience or necessities of the users or the occupants of the principal use of the
property.
The site is being developed with a 200-unit attached dwelling complex In two
buildings. The proposed dock will serve as an amenity to residents only.
b) The proposed dock shall be in harmony with the scale and character of adjacent
properties and the neighborhood in general.
The proposed dock is in harmony with the scale and character of a 200-unit
condominium project (the approved upland development). Development envisioned by
Beach by Design plan calls for the aggregation of property for larger projects (which
could have the same waterfront property as the subject parcel), a boardwalk and docks
to be built along the entire waterfront from the Causeway to this property.
c) The proposed dock shall be compatible with dock patterns in the general vicinity.
The proposed dock is compatible with navigation patterns in the general vicinity.
While existing surrounding docks are smaller in length and in the number of slips (due
to the size of the abutting upland properties), the City-owned property to the north
extends further into the channel than the proposed docks. Beach by Design encourages
the aggregation of property to the south, whereby the aggregate parcel could have the
same waterfront property width as the subject parcel with dock proposals of equal size.
The docks at the Island Yacht Club on Windward Passage extend approximately 480
feet into the channel.
2. Impacts on Existing Water Recreation Activities. The use of the proposed dock shall
not adversely impact the health, safety or well being of persons currently using the
adjacent waterways for recreational and/or commercial uses. Furthermore, it shall
not hinder or discourage the existing uses of the adjacent waterway by uses including
but not limited to non-motorized boats and motorized boats.
The Belle Harbor site has a number of existing docks along the north side of the property,
which are proposed for reconstruction and redevelopment. The docks, and the ensuing
increase in boat traffic, proposed along the east side of the property can be accommodated
within the existing channel. Surrounding water recreation activities include primarily
boating. The proposal will encourage like activities and will have no negative impacts on
existing, surrounding properties.
Staff Report - Community Development Board - September 17, 2002 - Case FLD2002-07020 - Page 4
.
.
3. Impacts on Navigation. The existence and use of the proposed dock shall not have a
detrimental effect on the use of adjacent waters for navigation, transportation,
recreational or other public conveniences.
The proposed reconstruction of the existing docks along the northern property line actually
reduce their length, such that they do not cross the property line extended into the water.
The docks, therefore, along the north property line do not have any negative impacts on
navigation in this location. The proposed docks along the east property line will extend
approximately 330 feet from the seawall and the channel is 1,600 feet wide. The
navigational channel is approximately 800 feet from the seawall. There will be no negative
impacts to navigation, transportation, recreation or other public conveniences by the docks
on the adjacent water on the east side of the property.
4. Impacts on Marine Environment.
a) Docks shall be sited to ensure that boat access routes avoid injury to marine
grass beds or other aquatic resources in the surrounding areas.
The proposed docks have been specifically designed to prevent boat access over marine
grassbeds and other aquatic resources in the surrounding area. Maintenance dredging
will be performed with a small floating dredge within the dock area on the north side to
provide a water depth of four feet. The dredged material will be pumped to the uplands
portion of the site, which will either be used at the site or disposed of by trucking to an
acceptable off-site disposal area. Dredging will not affect existing grass beds.
The existing dock on the east side is currently situated within grass beds. The applicant
will extend the dock structure beyond the grass beds, removing the current end of the
dock, and will be able to recapture some of the grass beds currently impacted.
Proposed docks on the east side have been designed to avoid existing grass beds.
Signage will be installed to warn boaters of grass beds and manatees.
b) Docks shall not have an adverse impact upon natural marine habitats, grass flats
suitable as nursery feeding grounds for marine life, or established marine soil
suitable for producing plant growth of a type useful as nursery or feeding grounds
for marine life; manatee sanctuaries; natural reefs and any such artificial reef
which has developed an associated flora and fauna which have been determined to
be approaching a typical natural assemblage structure in both density and
diversity; oyster beds; clam beds; known sea turtle nesting site; commercial or
sport fisheries or shell fisheries areas; and habitats desirable as juvenile fish
habitat.
The proposed dock has been sited to avoid negative impacts on surrounding marine
habitats. Reports submitted by the applicant address impact minimization and contain
historical data on manatee records for this vicinity.
Staff Report - Community Development Board - September 17, 2002 - Case FLD2002-07020 - Page 5
.
.
5. Impacts on Water Quality.
a) All turning basin, access channels, boat mooring areas and any other area
associated with a dock shall have adequate circulation and existing water depths
to ensure that a minimum of a one foot clearance is provided between the lowest
member of a vessel (e.g. skegs, rudder, prop) and the bottom of the waterbody at
mean or ordinary low water (-0.95 NGVD datum).
The dock area on the north side will be dredged to provide for a minimum water depth
of four feet. This will provide adequate room to avoid prop dredging. The surrounding
waterway on the north side has depths of up to eight feet. Studies conducted by FDEP
have shown that adequate circulation is present in the vicinity.
The dock area on the east side has a minimum water depth of six feet, ranging to a
depth of 11 feet. The average water depth for the docks on the east side will be eight
feet. These depths will provide adequate room to avoid prop dredging.
b) The dock shall not effectively cause erosion, extraordinary storm drainage,
shoaling of channels, or adversely affect the water quality presently existing in the
area or limit progress that is being made toward improvement of water quality in
the area in which the dock is proposed to be located.
The proposal will not adversely affect water quality. Storm drainage for the upland
development will not affect the water quality in the area of the proposed docks.
6. Impacts on Natural Resources.
a) The dock shall not have a material adverse impact upon the conservation of
wildlife, marine life, and other natural resources, including beaches and shores, so
as to be contrary to the public interest.
The proposed docks have been designed and located in such a manner to avoid any
negative impact on surrounding wildlife and will be built in such a manner as to
comply with FDEP regulations. Existing habitats have been identified and the
proposed docks have been configured to eliminate impacts to them.
b) The dock shall not have an adverse impact on vegetated areas; vegetative,
terrestrial, or aquatic habitats critical to the support of listed species providing
one or more of the requirements to sustain their existence, such as range, nesting
or feeding grounds; habitats which display biological or physical attributes which
would serve to make them rare within the confines of the City; designated
preservation areas such as those identified in the comprehensive land use plan,
national wildlife refuges, Florida outstanding waters or other designated
preservation areas, and bird sanctuaries.
The proposed docks will not be located near any preservation areas, bird sanctuaries or
national wildlife refuges. These docks will serve the residents of the condominium
Staff Report - Community Development Board - September 17, 2002 - Case FLD2002-07020 - Page 6
.
.
project under construction on the upland areas of the site. The dock has been located in
such a manner as to avoid a sea grass beds on the northern and eastern portions of the
site. Any disturbances to local aquatic will be temporary in nature and should, in the
long term, encourage the growth of hard bottom, aquatic communities. During dock
construction/dredging the contractor will be provide necessary turbidity barriers, silt
screens, etc. to prevent impacts to the critical habitats.
7. Impacts on Wetlands HabitatlUplands. The dock shall not have a material adverse
affect upon the uplands surrounding.
There are no wetland or upland habitats in the vicinity of the subject site, therefore, there
will be no adverse impacts to these communities.
D. GENERAL APPLICABILITY: Conditions which are imposed by the Community
Development Coordinator and the Community Development Board pursuant to a Level
One or a Level Two Approval shall ensure that:
1. The proposed development of the land will be in harmony with the scale, bulk,
coverage, density, and character of adjacent properties in which it is located.
The surrounding area is characterized by multi-family residential developments and a
variety of nonresidential uses including other overnight accommodation establishments,
retail sales and service businesses and restaurants. Surrounding, waterfront properties have
been developed with docks, although smaller in size, scale and location to the proposed
docks. This is due to the size of the subject property involved, versus the smaller
surrounding sites. The proposal will be in harmony with the character of adjacent
properties.
2. The proposed development will not hinder or discourage the appropriate
development and use of adjacent land and buildings or significantly impair the value
thereof.
The site is zoned High Density Residential District and the proposed development will be
in compliance with that zoning classification. The proposed development will help create
a more cohesive waterfront appearance. While existing surrounding docks are smaller in
length and in the number of slips (due to the size of the abutting upland properties), the
City owned property to the north extends further into the channel than the proposed docks.
Beach by Design encourages the aggregation of property to the south, whereby the
aggregate parcel could have the same waterfront property width as the subject parcel with
dock proposals of equal size. The docks at the Island Yacht Club on Windward Passage
extend approximately 480 feet into the channel. The development of this property, with
the docks proposed, will be a catalyst for redevelopment efforts in the surrounding area,
which will improve property values.
Staff Report - Community Development Board - September 17, 2002 - Case FLD2002-07020 - Page 7
.
.
3. The proposed development will not adversely affect the health or safety or persons
residing or working in the neighborhood of the proposed use.
The proposed accessory use is permitted in the High Density Residential District and will
be for the use of residents of Belle Harbor only. The proposed docks should not create any
adverse health or safety impacts in the neighborhood.
4. The proposed development is designed to minimize traffic congestion.
The proposed development will be accessory in nature to the condominium under
construction and will have no impact on traffic in the area. The proposed docks are for the
exclusive use of the residents of the condominium, thereby not creating any additional
traffi c.
5. The proposed development is consistent with the community character of the
immediate vicinity of the parcel proposed for development.
Surrounding properties have been developed with docks. While eXIstmg surrounding
docks are smaller in length and in the number of slips (due to the size of the abutting
upland properties), the City owned property to the north extends further into the channel
than the proposed docks. Beach by Design encourages the aggregation of property to the
south, whereby the aggregate parcel could have the same waterfront property width as the
subject parcel with dock proposals of equal size. The docks at the Island Yacht Club on
Windward Passage extend approximately 480 feet into the channel. There are no
navigational impacts anticipated with the proposed docks. The proposed development is
consistent with the community character of the immediate vicinity and as envisioned under
Beach by Design.
6. The design of the proposed development minimizes adverse effects, including visual,
acoustic and olfactory and hours of operation impacts, on adjacent properties.
The proposal includes the construction/reconstruction of multi-use docks (52 new slips and
replacement of 15 existing slips for a total of 67 dock slips) in association with a 200-unit
residential condominium. The docks will serve the residents of the complex and there
should be no adverse effects generated by the proposed development.
Staff Report - Community Development Board - September 17, 2002 - Case FLD2002-07020 - Page 8
.
.
SUMMARY AND RECOMMENDATION:
The Development Review Committee reviewed the application and supporting materials on
August 15, 2002. The Planning Department recommends APPROVAL of the Flexible
Development for the construction/reconstruction of multi-use docks (52 new slips and replacement
of 15 existing slips for a total of 67 dock slips) in association with a 200-unit residential
condominium, with a reduction in the side (west) setback from 52 feet to 44 feet, under the
provisions of Section 3-601 for the site at 501 Mandalay Avenue, with the following bases and
conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria under the provisions of Section
3-601.
2. The proposal is in compliance with other standards in the Code including the general
applicability criteria per Section 3-913.
3. The dock development is compatible with the surrounding area.
Conditions of Approval:
1. That Pinellas County Water Navigation, Florida Department of Environmental Protection
(FDEP), U.S. Army Corps of Engineers and Southwest Florida Water Management District
(SWFMD) permits be approved prior to the issuance of building permits;
2. That the National Fire Protection Association (NFPA) 303 standards for "marinas and
boat yards" be met to the satisfaction of the Fire Department, prior to the issuance of building
permits;
3. That boats moored at these docks be for the exclusive use by residents of the Belle Harbor
condominiums and that there be no commercial activities at the docks (bait sales, vending,
etc.); and
4. That floating and dock-supported signage be permanently installed containing wording
warning boaters of the existence of protected sea grasses and manatees in the vicinity.
Prepared by Planning Department Staff:
lJ
Wayne
ATTACHMENTS:
Aerial Photograph of Site and Vicinity
Location Map
Future Land Use Map
Zoning Atlas Map
Application
S:\Planning Department\C D B\Flex\Pending cases\Reviewed and Pending\Mandalay 501 Belle Harbor docks\Mandalay 501 Staff
Report.doc
Staff Report - Community Development Board - September 17, 2002 - Case FLD2002-07020 - Page 9
/
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I I II Iii II EXISTING DOCK
AUG 1 7 2002
FL P.E. No. 14663
60
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I11III PROPOSED DOCK
30
BELLE HARBOR
PROJECT No.
997-182
FIGURE,
~ FLORDA DESIGN CONSULTANTS, lie.
f] ENGINEERS. ENVIROMCNTAlISTS. SURVEYORS. PLANNERS
2639 McCormick Dr. Cleorwaler FL. 33759
Tel. (727) 724-8422 - Fox. (727) 724-8606
8/16/02
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AUG 1 7 2002
FL P.E. No. 14663
BELLE HARBOR
@Copyright 2DDl Florida Design Consultonts, Inc.
Drawings and concepts moy not be used or reproduced without written permission.
~ FLORIJA DESIGN CONSl.A.TANTS, 1<<;.
11 ENGINEERS. EIMAONMENT ALlS TS. SURVEYORS . PLANNERS
2639 McCormick Dr. Cleorwater FL. 33759
Tel. (727) 724-8422 - Fax. (727) 724-8606
PROJECT No.
997-182
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~ FLORf)A DESIGN CONSI.A. TANTS, fJC.
11 E_EAS. EOV_HTAlISTS. SUllVETOll$ . 'LA_AS
2639 McCormick Dr. Cleorwoter FL. 33759
Tel, (727) 724-6422 - Fax, (727) 724-6606
PROJECT No.
997-182
FIGURE,
7/23/02
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Tel, (727) 724-8422 - Fox, (727) 724-8606
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AUG 1 7 2002
FL P.E. No. 14663
PROJECT No.
997-182
FIGURE,
COPy
@Copyright 2001 Florida Design Consultants, Inc. Drawings and concepts may not be used or reproduced without written permission.
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Octavia Cabrera
AUG 1 7 2002
30' 10'
30' 10'
FL P.E. No. 14663
.,".-----...
PROJECT No.
997-182
FIGURE,
~I
@Copyright 2001 Florida Design Consultants, Inc. Drawings and concepts may not be used or reproduced without written permission.
1.9' EXCHANGED PER EACH TIDE
(20% EXCHANGE PER TIDAL CYCLE)
MHW = 1.4 NGVD 29
MLW = -0.5 NGVD 29
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Octavia Cabrera
AUG 1 7 2002
FL P.E. No. 14663
@Copyright 2001 Florida Design Consultants, Inc. Drawings and concepts may not be used or reproduced without written permission.
PROJECT No.
997-182
~ FLORIJA DESIGN CONsu. TANTS, WC.
. ENGINEERS, EIMROIlIIENTALISTS, SURVEYORS. I'I."-AS
2639 McCormick Dr. Cleorwoter FL, 33759
Tel, (727) 724-8422 - Fox. (727) 724-8606
FIGURE,
7/23/02
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Community Response Team
Planning Oept. Cases - ORC
Case No. /,L.D';:; 00.;) - (0 '/r);;) {j Meeting Date:
9-/7-0;;J-
Location: 5-0/ ~'/7L/'''] /~{ // /7u L
D Current Use: thf"/(A 7- /D'/ld u;/ rU~ ( ~
D Active Code Enforcement Case ~yes:
D Address number ~no) (vacant land)
D LandscaPin(:~~(no)
D Overgrown (yes) @
D Debris (yes) @>
D Inoperative vehicle(s) (yes)@.
D Building(s) (good) (fair) (poor) (~
D Fencing~gOod) (dilapidated) (broken and/or missing pieces)
D pain~fair) (poor) (garish) Or-..c/t'c bC}/'/cl,"L ~
D Grass Parking (yes) @J
D Residential Parking Violations (yes)~
D Signage (none) @)(not ok) (billboard)
D parkin~triped) (handicapped) (needs repaving)
D Dumpste~l~not enclosed)
D Outdoor storage (ye~v
Comments/Status Report (attach any pertinent documents):
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S-;9/ I // Cl { cz--.V . --;:-;;:r-)/c' at c /rl.S
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Revised 03-29-01
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TIDEMARK
COMPUTER SYSTEMS, INC.
.Conditions Associated With .
Case #: FLD2002-07020
501 MANDALAY AVE
8/29/2002
5:53:27PM
ENGl Engineering Condition Warn ENGl 8/15/2002 MTP
a) That a Pine lIas county Water Navigation Permit and FDEP permit must be approved prior to the issuance of building
permit.
Page 1 of 1
CaseConditions..rpt
A
.
.
,
~
1 :45 p.m.
r If I '!>lot H .~lIlr.nJDlr
Applicant: Belle Harbor, LLC.
Representative: Octavio Cabrera, P.E., Florida Design Consultants, Inc.
Location: 6. 165-acres located on the northeast corner of Mandalay Avenue and Baymont Street.
Atlas Page: 258A and 267 A.
Zoning: HDR, High Density Residential District and P, Preservation District.
Request: Flexible Development approval for the construction/reconstruction of multi-use docks
(52 new slips and replacement of 15 existing slips for a total of 67 dock slips), with a reduction in
side (west) setback from 52 feet to 44 feet, a reduction in side (north) setback from 53 feet to five
feet and an increase in the eastern dock width from 397.5 feet to 401 feet, under the provisions of
Section 3-601.
Proposed Use: 67 dock slips in conjunction in association with a 200-unit condominium
development.
Presenter: Wayne Wells, Senior Planner.
.Ii;
,..i. t=
~ <<,-
j .....
Attendees included:
City Staff: Cory martens, Brian Barker, Bill Morris, Lisa Fierce, mark Parry, Wayne Wells, Glen
Bahnick, Don Melone, Tom Glenn and Joe Colbert.
Applicant/Representative: OC Cabrera, Jennifer Jackiewicz, Tom Cuba and John Hoback
The DRC reviewed these applications with the following comments:
1. Parks and Recreation:
a) No comments
2. Traffic en2ineerin2:
a) No comments
3. Stormwater:
a) No comments
4. General en2ineerin2:
a) No comments
5. Environmental:
a) That a Pinellas county Water Navigation Permit and FDEP permit must be approved
prior to the issuance of building permit.
6. Plannin2:
a) Provide proof of ownership of all properties included in this application - include upland
and submerged land. Unclear on submerged land;
b) Applicant misread Code provisions for commercial dock setback. Requirement is to
percent of applicant's property width measured at the waterfront property line.
Waterfront property line along north is 520 feet, with a setback requirement of 52 feet.
Measured from the seawall parallel with Mandalay Avenue, the westernmost dock on the
north side is set back 44 feet; therefore the request includes a setback reduction from 52
to 44 feet. The waterfront property line on the east, which includes that portion on the
west end parallel to Mandalay Avenue, is 530 feet, with a setback requirement of 53 feet.
Measured from the north and south property lines (north within the water), the
northernmost dock is set back five feet from the north property line, therefore the request
includes a setback reduction from 53 feet to five feet. The maximum width of the dock
cannot exceed 75 percent of the width of the applicant's property measured at the
waterfront property line. The property width is 530 feet and 75 percent is 397.5 feet.
The width of the proposed dock is 401 feet; therefore the request includes an increase in
dock width from 397.5 feet to 401 feet (increase from 75% to 75.66%). Revise
application. proiect narrative and comoliance with City's criteria as necessary to reflect
these three deviations;
c) Suggest reducing width of dock to maximum allowed of 397.5 feet (reduce from 401
feet);
d) Suggest relocating eastern dock/slips to south in order to meet the required setback from
the north property line of 53 feet (increase from five feet);
DRC agenda - August J 5, 2002 - Page 8
FilE COpy
.
Maximum dock length is 75 percent of the width of the applicant's property measured at
the waterfront property line. Width is 530 feet and 75% is 397.5 feet. Proposed dock is
less than maximum length. However, revise Sheet 3 of 4 to show dock length measured
from the seawall;
Provide revised justifications as to how "the proposed dock shall be in harmony with the
scale and character of adjacent properties and the neighborhood in general" and "the
proposed dock shall be compatible with dock patterns in the general vicinity." This
request is for a multi-use dock, not for condominiums. Prior approvals by CDB for the
condos finding the condos compatible is insufficient for this request;
Revise/provide the above (6 a - t) prior to CDB review;
Conditions of D.O. - 1) that boats moored at these docks be owned by residents of the
Belle Harbor condominiums only; 2) that floating and dock supported signage be
permanently installed containing wording warning boaters of the existence of protected
sea grasses and manatees in the vicinity.
Solid waste:
a) No comments
Land resource:
a) No comments
9. Fire:
a)
That NFP A 303 the standard
construction and operation
condominiums.
Landscapine::
a) No comments
Harbor Master:
a) No navigational hazards - no negative impacts on waterway.
"
e)
t)
g)
h)
7.
8.
10.
11.
.
.
for "Marinas and boat yards" shall be applied for the
of docking facilities associated with residential
NOTES:
. Send comments to OC Cabrera at occabrera@fldesign.com
. 15 sets of everything due August 19,2002 in order to be scheduled for the September 17,2002 CDB
meeting. The packets must include 8.5 by ll-inch, rendered site plans, elevations, landscape plans,
etc. in order to considered complete. please collate all plans, then staple together to form one set (do
not fold plans individually and then collate).
DRAFT CONDITIONS:
1. That a Pinellas county Water Navigation Permit and FDEP permit must be approved prior to the
issuance of building permit.
DRC agenda - August 15, 2002 - Page 9
I
,
.
.
Wells, Wayne
From:
Sent:
To:
Cc:
Subject:
Fierce, Lisa
Wednesday, August 07,20026:21 PM
Morris, William
Wells, Wayne; Finch, Terry
RE: Updated: drc case review for 8/15 and 8/16 meetings
yes, need you to review the dock case for belle harbor; it will be heard by drc on thursday, aug 15 (1:45 p.m.); need your
written comments by monday
Lisa L. Fierce
Assistant Planning Director
City of Clearwater - Planning Department
Ifierce@clearwater-f1.com
727.562.4561 phone
727.562.4865 fax
-----Original Appointment-----
From: Morris, William
Sent: Wednesday, August 07,20026:18 PM
To: Fierce, Usa
Subject: Declined: Updated: drc case review for 8/15 and 8/16 meetings
When: Tuesday, August 13, 2002 9:30 AM-4:00 PM (GMT-05:00) Eastern Time (US & Canada).
Where: planning dept conference room
unless you need me for something in particular at a ball park time
1
~
~
.
.
comment from Bill Morris
From: Morris, william
Sent: Thursday, AU9ust 01, 2002 10:13 AM
TO: 'rwagner@fldes1gn.com'
cc: parry, Mark
subject: RE:
Rick, I got the packet from the plannin9 department today, the large fold out
drawing shows the old design docks and 1S dated: Revision 3: 5/24/2002 and show
only one dock on the East side in Mandalay channel. The packet contains an 8 1/2 by
11 inch diagram that shows the dock configuration that you had shown me in my
conference room with multiple slips on Mandalay channel and is dated 7/23/02. The
docks as proposed do not present a hazard to navigation, do you have any comments
from the neighbors to your south? Just curious if you will have complainants at the
meeting.
Mark: I do not have a problem with the either design from the navigational
standpoint, in that there are two different designs in the submitted package do you
need the packet corrected before the meeting? Bill Morris
-----original Message-----
From: Rick wagner [mailto:rwagner@fldesign.com]
Sent: wednesday, July 31, 2002 9:50 AM
TO: 'Morris, william'
subject: RE:
Bill,
please call me to talk about what you need. I have a couple things that may
be helpful.
Tel.# 727-724-8422
Talk to you later.
sincerely yours,
Rick wagner
-----original Message-----
From: Morris, william [mailto:wMorris@clearwater-fl.com]
Sent: wednesday, July 31, 2002 9:03 AM
To: 'rwagner@fldesign.com'
subject: RE:
will not open picture can you get me a print with a scale the 25% is the
issue I have to answer, thanks, Bill M
-----original Message-----
From: Rick wagner [mailto:rwagner@fldesign.com]
Sent: Thursday, July 18, 2002 12:18 PM
TO: wmorris@clearwater-fl.com
subject:
MEMO
TO:
Bill Morris
FROM:
Richard wagner
July 19, 2002
DATE:
RE:
Belle Harbor - proposed Docks
page 1
..
...
.
.
comment from Bill Morris
Dear Bill,
per our meeting this mourning, I am forward the additional information you
have requested concerning the approximant distance of dock edge to opposite
shoreline.
The dock outer edge at the north side of the project to
the opposite shoreline by city park's dock locatlon = 112'
The dock outer edge at the northeast corner of the project to
the opposite city park's shoreline
,
=
216
If you have any addition question, please don't hesitate to contact me.
please also forward a copy of the E-mail to mark perry that you are
preparing.
Thank you once again for your valuable time.
sincerely yours,
Richard A. wagner
project Design Manager
Florida Design consultants, Inc
(727) 724-8422
Rwagner@fldesign.com
page 2
..
.
From: Planning Department - w~ \JQ\'u
PI~ner Requesting Maps
FLEXIBLE DEVELOPMENT MAP REQUEST
Please prepare the following maps:
1. Color Aerial Photograph with the property outlined and streets marked.
2. Location Map
3. Flexible Development Request Map
4. Existing Surrounding Uses Map
Requested on: ~ ~ \'01- For Completion by: ~ \) 2--
Survey Attached: "
Legal Description Attached: 0
Comments:
OWNER: G~Q.Q..""..,...-..~ C \e......r-~'\-c&- J u...c.. CASE: Ft-))u>Oz." 0702.-0
SITE: SOl M~I\a..\ 1t,f~\JL PROPERTYSIZE(ACRES:) (,.Jc,S
PIN: O$-z...,. IS-CjfJz..IC,.OOO-r>olO
ATLAS 2..S~A T z.w7A
PAGE:
.
Text for surrounding land use maps
for CDB cases
Revised 1/12/01
Use correct spelling
Do not abbreviate
Choose from the following land use
terms:
o Community residential home
o Adult use
o Airport
o Assisted living facility
o Auto service station
o Cemeteries
o Congregate care
o Convention center
o Educational facility (e.g. junior
college, technical school)
o Governmental use
o Halfway house
o Hospital
o Indoor recreation/entertainment
o Light assembly
o Manufacturing
o Marina
o Medical clinic
o Mobile home park
o Multi-family residential
o Nightclub
o Nursing home
o Office
o Open space
~ Outdoor recreation/entertainment
Overnight accommodation
Park
o Parking garage
o Parking lot
o Place of worship
o Problematic use
\\MS2\PDS\Planning Department\C D Bvnaps\Textfor
surrounding land use maps for CDS cases. doc
.
o Public transportation facility
o Research/technology use
cr Residential shelter
iJ j Restaurant
&t Retail
o RV park
o Salvage yard
o School
o Self storage
o Single-family residential
o Social/community center
o Social/public service agency
o Telecommunications tower
o TV/radio studio
o Utilitylinfrastructure facility
o Vehicle sale/display
o Vehicle service
o Veterinary office
o Wholesale/warehouse
FILE C
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FLD2002-07020
501 MANDALA Y A VE
Date Received: 7/25/2002
BELLE HARBOR, LLC
ZONING DISTRICT: HDR
LAND USE: RH
ATLAS PAGE: 258A
C:\Documents and Settings\jschodtl\Desktop\FLS Coversheet.rpt
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CITY OF CLEARWATER
NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS
The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday,
September 17, 2002, beginning at 2:00 p.m., in the City Commission Chambers, in City Hall, 3rd floor, 112 South
Osceola Avenue, Clearwater, Florida, to consider the following requests:
NOTE: All persons wishinl! to address an item need to be present at the BEGINNING of the meetinl!. Those
('ases that are not contested by the applicant, staff, neil!hborinl! property owners, etc. will be placed on a
consent al!enda and approved by a single vote at the bel!inning of the meeting.
l. .J..J. Danmar, Inc. are requesting a tlexible development approval to increase the required height of an attached
dwelling building within the Downtown District from 50 ft to 81.42 ft, as part of a Comprehensive lnfill
Redevelopment Project under the provision of Section 2-903 (Proposed Use: A 28-unit condominium development
within a single, 93,672 sq ft, six-story building) at 700 N. Osceola Ave., Sec. 09-29-15, M&B 42.04. FLD 2002-
06017
2. Paul A. & Mary H. Gelep, Helen G. Diamandis, Mahi H. Hansen, .Jamie Marie Gelep, & Helen A. Gelep are
requesting a tlexible development approval to reduce the required front (east and south) setbacks along Mandalay
A ve. and Papaya St., respectively from 10 ft to zero ft (to building), provide a side (north) setback of zero ft (to
building), provide a side (west) setback of 3 ft (to building) and reduce the required number of parking spaces from
57 spaces to zero spaces, as part of a Comprehensive Infill Redevelopment Project under the provisions of Section 2-
803 (Proposed Use: An 11,348 sq ft, single-story retail sales and service establishment) at 442, 444, 448, 450A,
450B & 452 Mandalay Ave. and 26, 28, & 30 Papaya St., Clearwater Beach Island, Lots 80-85. FLD 2002-
07018
3. Greenmack Clearwater, LLC are requesting a tlexible development approval for the construction!
reconstruction of multi-use docks (52 new slips and replacement of 15 existing slips for a total of 67 dock slips) in
association with a 200-unit residential condominium, with a reduction in the side (west) setback from 52 ft to 44 ft,
under the provisions of Section 3-601 (Proposed Use: 67 dock slips in conjunction in association with a 200-unit
condominium development) at 501 Mandalay Ave., Yacht Basin Sub, Lots 1-9. FLD 2002-07020
4. City of Clearwater & Home Depot USA, Inc. arc requesting a flexible development approval, as part of a
Comprehensive Infill Redevelopment Project, under the provisions of Section 2-704B and 2-1404A, to a) Reduce the
required side (south and west) setbacks from lOft to zero ft (to parking/pavement) within the Commercial District;
b) Reduce the required side (south and west) setback from 20 ft to zero ft (to parking/pavement) within the O/SR
District; c) Increase the permitted height of a building (stadium) from 25 ft to 49 ft within the Commercial District;
d) Increase the permitted height of a building (stadium) from 30 ft to 49 ft within the OS/R District; and e) Decrease
the percentage of paved parking provided from 15 percent to 14.2 percent (Proposed Use: A Community Sports
Complex and Phillies Spring Training Facility of approximately 8,000 seats) at 21870 US 19 N., Sec 07-29-16,
M&B's 41.01 & 43.01 and The Clearwater Collection 2nd Replat, Lot 1 less rd right-of-way on E. FLD 20()2-07021
Interested parties may appear and be heard at the hearings or file written notice of approval or objection with the
Planning Director or City Clerk prior to the hearings. Any person who decides to appeal any decision made by the
Board, with respect to any matter considered at such hearings, will need a record of the proceedings and, for such
purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony
and evidence upon which the appeal is to be based per Florida Statute 286.0105.
All individuals speaking on public hearing items will be sworn in.
Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review
by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning
Department, 100 S. Myrtle Ave., Clearwater, FL 33756, or call (727) 562-4567.
~'
Lisa Fierce
Planning Department
.
.
City of Clearwater
P.O. Box 4748, Clearwater, FL 33758-4748
NOTE: Applicant or representative must be present at the hearing.
Cynthia E. Goudeau, CMC
City Clerk
YOU ARE BEING SENT THIS NOTICE IF YOU ARE THE APPLICANT OR OWN PROPERTY WITHIN 500
FT. OF THE SUBJECT PROPERTY.
A COpy OF THIS AD IN LARGE PRINT IS A V AILABLE IN THE CITY CLERK DEPT. ANY PERSON
WITH A DISABILITY REQUIRING REASONABLE ACCOMMODA TION IN ORDER TO
PARTICIPATE IN THIS MEETING SHOULD CALL THE CITY CLERK DEPT WITH THEIR REQUEST
AT (727) 562-4090.
Ad: 09/01/02
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PO BOX . 748
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FERNAHDEZ" ROBERT TRE
FERNAHDEZ. MARILYN TRE
1605-\3 N MACDILL AVE
T (;t'1P(~\' f:::-L
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MARY G REALTY INC
490 MANDALAY AVE
CLEARWATER FL
BRANDENBURGH. JOHN H TRE
BRANDENBURGH. JOAN TRE
37 BAYMONT ST
CLEARWATER FL
33767 1.704
33767 2007
PRESTON. MICHAEL G TRE
419 E SHORE DR
CLEARWATER FL
B J E INC
630 S GULFVIEW BLVD
CLEARWATER FL
33767 2028
33767
YEAROUT. JANE R
YEAROUT. JANET A
806 NARCISSUS
CLEARWATER BCH FL
YEAROUT. JANE
YEAROUT. JAMES
806 NARCISSUS
33767 J.334
CLEARWATER BCH FL
33767 J.334
G TRE
DAY. WILLIAM A TRE
1968 LAKEVIEW AVE
DRACUT MA
01826 3210
STEPHANS, SUSAN
STEPHANS, DORIS
701 TAYLOR ST ~ 508
SAN FRANCISCO CA
941.08 3825
RAO, ROCCO A
RAO. DONNA L
1470 CHUKAR RIDGE
PALM HARBOR FL
34683 6456
SOLARI, HUGH
SOLARI. ANN
41 MADELINE ST
BRIGHTON MA
02135 2145
SICILIANO. CONSUELO
SICILIANO, SILVIA
18316 DOLLYBROOK LN
LUTZ FL
33549 5858
EASON. GEORGE H
409 CLARA DR
BRANDON FL
JONES, THOMAS A
GOFORTH, BOB C
14 ARLINGTON ST
ASHEVILLE NC
33510 3727
28801 2006
PHILLIPS, HAROLD
PHILLIPS, MARGARET
2459 TWINBROOKE RD
HICKORY NC
KSIAZEK~ Sl"ANLEY
KSIAZEK, STAMISLAWA
483 E SHORE DR I A-6
CLEARWATER FL
28602 8721.
33767 2033
SICILIANO, MARIO
SICILIANO-BARBOZA, SYLVIA
18316 DOLLYBROOK LN
LUTZ FL
SICILIANO. MARIO
SICILIANO. CONSUELO
18316 DOLLYBROOK LN
LUTZ FL
33549 5858
33549 5858
GRUDZIEN. SLAWOMIR
GRUDZIEN, TERESA
6713 WEST IMLAY
CHICAGO Il
MAFFEZZOLI, DENNIS
19505 QUESADA AVE N I 1518
PT CHARLOTTE FL
60631
33948 3114
CESARONE, JACK L
CESARONE. MARY K
703 CONCORD LN
LOMBARD IL
601.48 37.18
33549 5858
HORNUNG, NELSON
HORNUNG. PEGGY
1401 BRIGADON DR
CLEARWATER FL
MITCHELL, SALLY P
4 SMITH ST
CHELMSFORD MA
01824 1702
33759 2934
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44 E I LE:Ei".J, p,'v'E::
F:l L (~ I N \i I E: ~,,) t....! Y
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222 E 13TH STREET CORP
44 E: I LEEt'-! (~VF::
PL.(~INVIE:I;,) N'y'
1:L80~; 5?()::')
BOBCAT TAMPA BAY INC TRE
FERNANDEZ FAMIL.Y TRUST
1605 N MAC DILL AVE
T (il"i P I:~ f-:~ 1._
:33{SI()"? ~~;2.19
MC lAY. DAVID TRE
F'O f30>( 715::'5
CL_[:(:~r'::?'hll:::~TER FL.
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1567 RIVERDAL.E DR
OL.DSi"1(iF? FI_
::;0::.1671 48.S1
OSTROWSKI. JOZEF
OSTROWSKI" RENATA
,~,4 B(~IY E:~;)FlL.I~i.,.J,t~OE
CL.E(ir~(/~p~TE:R FL.
::~; :3 ../ (~ ~ir 1. I~;' () ~~;
SHE:,~~F<. L. DI~~\iID
C/O RUDEN" MC CLOSKY" SMITH
401 E JACKSON ST STE 2100
T(~I"iP(~, FL
SHE (.')F< " L. D,t~V' I D
C.,."o'O F~L:::: r. C
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2700
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60? POINSETTIA AVE
(:: L. EAR 1,.1) ('1 T E F<~ r: L.
CHAPEL. BY SEA CL.EARWATER
f3EACH COMMUNITY CHURCH IHC
!::,4 13(iY E:SPL(~N(~DE
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VOYAGER HOLDINGS LTD INC
1151 NE CLEVE:LAND ST
CLEI~')r~I/,.lt~ TER r:L.
:5 ~:. "7 E, E~ (~l (3 .1. ~S
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131 COhhERCIAL PKWY I 3A
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CHARETTE" RALPH J
CHARETTE. LOIS J
PO DO)( 186
0640E::. 25;59
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3-<16(',0 0186
CORAL hOTEL CONDO ASSN IHC
C .,/ C) t"'i C H tJ L LEI'",!
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C'~EI~Rh't~TF:-:r-< FL.
MC SWEENEY" JOHH J
MC SWEENEY" KATHLEEN K
309 DAHAhA DR APT C
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BARBOZA. VITELlO E
18316 I)OLLYBROOK LH
L.UTZ FL
SUH HARBOR CONDO ASSN INC
479 E SHORE DR APT 6
CL.E:AR\,'~(;:)TER r;L
:~33"l() 7 ~Z()3()
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JOHNSOH, WILLlAh L
479 EAST SHORE: DR I .1
CL.EI!:)R'....!r'~l Tr:R F'I_
L., (:ll/..' SOr-.1 , PETER S
479 EAST SHORE DR I 2
CLfE(~RI/.!{4TE~R FL.
:5 :~; ~? (~ 7' :? () 2) ':4
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':;10E> DEL{i\,'.J(.lF~E 3T
31~FETY 1'1()RF301~ F:L.
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TIl_L.Y,. .JIl_L. ['
436 COUNTRY CLUB RD
B[LL[~~ I H F-~L.
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TILLY" t"jf~\H~( (i
DEL ROSE, hARYELL[N
419 EAST SHORE DR ~ 5
CL.[()rH'lI'f"1 TEh~ r:'L,
(lUIF~GUIS" SI~ID N
GUIRGUIS. HINERVA J
202 hONTFORD HALL
(.~Pr:-:)<. NC
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hARKHAh ON L3R 4C2
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7725 BIRCHMOUNT RO I 37
UNI0HVILLE ON L3R 9X3
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