APPLICATION
PROJECT NAME Quan "all} Park NOPC #12 Master Plan
LOCATION
COMPUTER ID 01 45000003
I FILE NO MPMD 01-003 I TYPE OF APPLICATION
Master Plan Modification
AGENT/CONTACT PERSON OWNER. MFT Development Inc.
Eugene Gerlica, P.E. PHONE 561-740-2447
PHONE 561-740-2447 FAX. 561-740-2429
FAX. 561-740-2429 ADDRESS 2500 Quantum Lakes Drive
ADDRESS Same as owner Suitel0l
Boynton Beach, FL 33426
Date of submittal/Projected meetin2 dates.
SUBMITTAL / RESUBMITT AL 8/14/01
1 ST REVIEW COMMENTS DUE 8/24/01
PUBLIC NOTICE N/A
TRC MEETING 9/11/01
PROJECTED RESUBMITTAL DATE N/A
ACTUAL RESUBMITTAL DATE N/A
2ND REVIEW COMMENTS DUE N/A
LAND DEVELOPMENT SIGNS POSTED N/A
(SITE PLANS)
PLANNING & DEVELOPMENT BOARD 10/10/01
MEETING
COMMUNITY REDEVELOPMENT N/A
AGENCY BOARD
CITY COMMISSION MEETING 11/7/01
(2nd Reading)
COMMENTS fax copy of correspondence to David B. Norris, Esq Fax 561-842-4104
S:\Planning\SHARED\WP\PROJECTS\Quantum Park 2001 MPMD & DRIA\MPMD 01-003 2001 PROJECT TRACKING INFO,doc
QUANTUM PARK OF BOYNTON BEACH
DR! - NOPC AMENDMENT #12
SCHEDULE
ADVERT P&D CC CC - PH (1)
DATE MEETING 1 ST READING 2l\"D READING
A Oct. 29, 2001 Oct. 10,2001 Oct. 16,2001 Nov 7, 2001
(1) Pubhc Hearmg
The followmg dates have been denved pursuant to schedulIng reqUIrements outlmed m
Chapter 38006 F S
1 DRI /NOPC ReceIved
August 14, 2001
2 30-Day Marker *
September 12, 2001
3 45-Day Marker *
September 27,2001 (DCA Comments due 2/2/01)
4 90-Day Deadlme
November 10,2001
* The CIty IS reqUIred to gIve a 15 day notIce (no sooner than 30 days and no later than
45 days from the date the NOPC applIcatIon was receIved) to DCA, Treasure Coast RPC
and the applIcant of the scheduled date for the publIc heanng.
08/15/01
~~ QUANTUIv\
-=:iiI1fi;. G R 0 U P 0 F COM PAN I E 5
August 8, 2001
Mr Michael Rumpf
City of Boynton Beach
100 E. Boynton Beach Boulevard
Boynton Beach, FL 33425-0310
RE Notification of Proposed Change (NOPC)
Master Plan Amendment No 12
Quantum Park - DR!
Dear Mr Rumpf:
Enclosed please find a NotIfication of Proposed Change for the Quantum Park - DR!.
Included is the reVISed Master SIte Development Plan, Amendment No 12, Mock Roos
DraWIng No 45-43-17-54, Sheet I of 1, dated July 2001 Enclosed IS a deposit of $500
(Check No 2627) for the review of this Notice of Proposed Change / Master Plan
Amendment No 12.
Also enclosed is a Traffic Analysis prepared by Pinder, Troutman Consulting, Inc., dated
August 7, 2001
For your convemence, also enclosed are reduced the copies of the revised Master Plan.
Two (2) SIZeS are enclosed, 11" X 17" and 81/2" X 11", one (1) each. An additional ten
(10) full SIZe Master Plan are provided for your use.
any questions, please contact me at 561-740-2447, ext. 16.
.
lica, P .E.
Vice Pres nt
Director ofEngmeering
Enclosure
cc: Douglas MacDonald, Quantum Limited Partners, L.C (w/enel.)
Mr David B. Norris, Esq" Cohen, Chernay, Norris, et al. (w/enel.)
c: QLP/correspondencelMichael Rumpf-Mstr Plan Amdmnt,doc
2500 Quantum lakes Dnve, Suite 101
Boynton Beach, Fl 33426
(561) 740-2447 . Fax (561) 740-2429
e-mail: quantgrp@qgc.cc
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..,=jJ~ G R 0 U P 0 F COM PAN I E 5
filE COpy
August 8, 2001
Mr Bob Cambric
Growth Management Adrrnmstrator
DiVIsIon of Community Plannmg
2555 Shumard Oak Boulevard
Tallahassee, FL 32399-2100
fr1 rs ~ ~ nl \f [5 ~l
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ZOf\.!~,!G DE?T
RE. Notification of a Proposed Change
Master Plan Amendment No 12
Quantum Park - DRI
Dear Mr Cambric
Enclosed, please find a NotificatIon of a Proposed Change for the Quantum Park - DRI.
Included is the revised Master Site Development Plan, Amendment No 12, Mock Roos
Drawmg No 45-43-17-54, Sheet 1 of 1, dated July 2001 Enclosed is a deposit of $2,500
(Check No 2626) for the review of this NotIce of Proposed Change.
Also enclosed is a Traffic Analysis prepared by Pinder Troutman Consultmg, Inc., dated
August 7, 2001, and a Substantial DeviatIon Determination Chart, dated August 8, 2001
Should you have any questIOns, please contact me at 561-740-2447, ex!. 16.
Enclosure
cc: Mr Kurt Bressner, City Manager, City of Boynton Beaeh
Mr James Synder, Treasure Coast Regional Planning Couneil (w/enel.)
Douglas MacDonald, Quantum Limited Partners, L.C. (w/enel.)
Mr David B. Norris, Esq., Cohen, Chernay, Norris, et al. (w/encl.)
vMr Michael Rumpf: Director Planning and Zoning, City of Boynton Beaeh (w/enel.)
Mr Dan Weisberg, Assistant Director, PBC Traffie Division (w/enel.)
c: QLP/corrlBob Cambric,doc
2500 Quantum Lakes Drive, SUite 101
Boynton Beach, FL 33426
(5611740-2447 . Fax: (5611740-2429
e-mail. quantgrp@qgccc
(
STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
DIVISION OF COMMUNITY PLANNING
BUREAU OF STATE PLANNING
2555 Shumard Oak Boulevard
Tallahassee, Flonda 32399
(850) 488-4925
NOTIFICATION OF A PROPOSED CHANGE TO A PREVIOUSLY APPROVED
DEVELOPMENT OF REGIONAL IMPACT (DRI)
SUBSECTION 380.06(19), FLORIDA STATUES
Subsection 380.06(19), Florida Statues, requires that submittal of a proposed
change to a previously approved DRI be made to the local government, the regional
planning agency, and the state land planning agency according to this form.
1 I, Douglas MacDonald, PreSIdent of MFT Development, Inc., the Quantum
Lmuted Partners, Ltd., a Flonda Linnted PartnersInp, General Partner, hereby
gIve notice of a proposed change to a previously approved Development of
RegIonal Impact in accordance With Subsection 380 06(19), Florida Statues.
In support thereof, I subrmt the following information concernmg the
Quantum Park Development, wInch information IS true and correct to the best
of my knowledge. I have submitted today, under separate cover, copies of this
completed notIfication to the CIty of Boynton Beach, to the Treasure Coast
Regional Planmng Council, and to the Bureau of State Planning, Department
of Commuruty Affairs
~~ ' d 0'-. Z= \
Date) j
/
/
./
F'\Quantum Limited\Annual DRI\NotificationDRI,doc
1 August 8, 200 I
2. Applicant:
MFT Development, Inc., A Flonda Corporation
as General Partner to Quantum Lrnnted Partners, L.C.
2500 Quantum Lakes Dnve
Suite 10 1
Boynton Beach, FL 33426
Phone. (561) 740-2447
Fax: (561) 740-2429
3. Authorized Agent:
Mr DaVId B. Norris, Esq
Cohen, Noms, Scherer, Weinberger & Harris
712 U.S. Highway One
North Palm Beach, FL 33408
Phone: (561) 844-3600
Fax: (561) 842-4104
4. Location.
Quantum Park DR!, City of Boynton Beach, County of Palm Beach,
Townslnp 45 South, Range 43 East, SectIons 16, 17,20 and 21
5. Provide a complete description of the proposed change. Include any
proposed changes to the Plan of development, phasing, additional lands,
commencement date, build-out date, development order conditions and
requirements or to the representations contained in either the
development order or the Application for Development Approval
5 1 The Master SIte Development Plan, Amendment No. 12, has been
revised to reflect the changes described below The ReVISed
Master SIte Development Plan IS incorporated mto this Notice of
Proposed Change by reference and has been subInltted to the City
of Boynton Beach for consIderatIon by the City Council for
amendment and approval.
5.2 Lots 7.8.9. 10 and 11 (7.99 Acres).
Lots 7,8,9, 10 and 11 were preVIously designated as
Office/Industnal (Or) Land Use. The Land Use has been revised
to "Mixed Use (MU)" The proposed Mixed Use Land Use
DesignatIon mcludes office, commercIal and resIdentIal uses.
F \Quantum Limited\Annual DRI\NotificationDRI,doc
2
August 8, 2001
5.3 Lots 23. 24. 25. 26. 27. 28. 29. 30 and 31 (15.28 Acres).
The Land Use of these lots are currently desIgnated as Office (0)
Land Use. The Land Use has been revised to "Mixed Use (MU)"
The proposed Mixed Use Land Use DesIgnatIon includes office,
commercIal, and resIdentIal uses.
5 4 Lot 34C (6.58 Acres).
Lot 34-C IS proposed to be desIgnated for Industrial (IND) land
use. Lot 34-C currently IS undesignated and IS mcluded m the
Open Space area tabulation. Prior to the construction completIon
of the surface water management system, the area was shown on
the conceptual water management plan on record at the South
Florida Water Management DIStnct (SFWMD) as part of the
proposed wet detention area.
As the surface water management system was penmtted for
constructIon and the SFWMD Conceptual Penmt was modIfied,
the area was not mcluded in the surface water management system
and subsequently platted as Lot 34-C, unencumbered by any
dramage easement, dedIcation or reservatIon. TIns IS evidenced by
the recorded plats and the ConstructIon Completion
Acknowledgement by the SFWMD, dated February 7, 1997 The
Acknowledgement identifies 6.92 acres, as Dry Retention Area.
The only Dry Retention Area WIthIn the development IS Tract J
Tract J IS 6.92 acres. A copy of the letter IS attached as ExhibIt
"A"
5.5 Quantum Lakes Dnve Reconfiguration.
Proposed is a reconfiguration of the current roadway and Lot
layout m the area ofthe Project north and east ofthe Quantum
Lakes Dnve mtersectIon WIth Quantum Boulevard, along Quantum
Lakes DrIve to the eastern mtersection with Gateway Boulevard.
The proposed reconfiguratIon eliminates Quantum Lakes Dnve as
a roadway link between Quantum Boulevard and Gateway
Boulevard. The resulting addItIonal developable land area that IS
not needed as a roadway, will be further subdiVided mto
developable lots (Lots 100 and 101) and deSIgnated as Mixed Use
(MU) for residenttal., office or commercial use.
F'\Quantum Limited\Annual DRI\NotificationDRI,doc
3
August 8, 200 I
The proposed reconfiguratIon increases the Mixed Use (MU) land
area. However, the office and commercial intensIties (building
area) are not proposed to be mcreased. The reconfiguration
proVides for development adjacent the surface water amemtIes of
the Park. The reconfiguration eliminates the unneeded roadway
and It's mamtenance cost and also eliminates the substandard and
dangerous mtersectIon of Quantum Lakes Dnve and Gateway
Boulevard.
The eXISting Master Plan shows a dnveway from Quantum Lakes
Dnve to Lots 60, 61 and 62. The 272 urnt multi-family resIdential
development on Lots 59,60 and 611S encumbered by a Umty of
Title and uses the mtersectIon of Quantum Lakes Drive and
Quantum Boulevard as It'S mam entrance ehmmatmg the need for
access from these lots to Quantum Lakes Dnve. Lot 62 is
proposed to be combmed mto one lot With Lot 63 Vehlcles access
will be proVided from Gateway Boulevard to the combmed lot, Lot
102.
The negligible unpact on the traffic dlStnbutIon resulting from the
roadway reconfiguratIon IS defined by the attached Traffic
AnalySIS prepared by Pmder Troutman Consultmg, Inc., dated
August 7, 2001
5 6 The attached Quantum Park Master SIte Development Pl~
Amendment No 12, dated July 2001, Mock-Roos Drawing No
45-43-17-54, Sheet 1 of 1, mdlcates the proposed changes.
57 The Land Use Acreage Table shown on the Master Site
Development Plan has been revised to reflect the changes
described above. Listed below IS the Amendment No 12 Proposed
Land Uses as Acreages shown on the Master Plan for Amendment
No 12 and the EXIStmg Land Uses and Acreages shown on the
Master Plan for Amendment No 10 (Amendment No 11 was not
approved by the City of Boynton Beach CommiSSIOn.)
F'\Quantum Limited\Annual DRI\NotificationDRI,doc
4
August 8, 200 I
Land Use Acreae:e Table
Proposed Acreage
Land Use Desie:nation Amendment No. 12
Existing Acreage
Amendment No. 10
CommercIal (COM) 13.53 Acres
13.53 Acres
Industnal (IND) 107 81 Acres
101.25 Acres
GovemmentallInstltutional (G&I) 55.90 Acres
55.90 Acres
Office (0) 12.96 Acres
28.24 Acres
Officeflndustrial (01) 7975 Acres
87 74 Acres
Officeflndustnal/CommercIaI (OIC) 22.94 Acres
22.94 Acres
Officeflndustrial/Hotel (OIH) 3 78 Acres
3 78 Acres
Mixed Use (MU) 90 65 Acres
62.38 Acres
Wetlands 6 00 Acres
6 00 Acres
Roads 37.58 Acres
41 13 Acres
Sand Pme Reserve 40 00 Acres
40 00 Acres
Open Space 82.23 Acres
90.25 Acres
Total 553 13 Acres
553 14 Acres
NOTE. The Amendment 10 and Amendment 12 total areas dIffer due to the roundmg of
the indiVidual Land use DesignatIon to the nearest 0 01 acres.
F'\Quantum Limited\Annual DRI\NolificalionDRI,doc
5
August 8, 2001
6. Complete the attached Substantial Deviation Determination Chart for all
land use types approved in the development. If no change is proposed or
has occurred, indicate no change.
6 1 The SubstantIal DeVIation Determmation Chart has been
completed m support of tills Notice of Proposed Change. ThIs
Notice of Proposed Change IS subrmtted to effect the Twelfth
Amendment to the Development Order
7 List all the dates and resolution numbers (or other appropriate
identification numbers) of all modifications or amendments to the
originally approved DRI development order that have been adopted by
the local government, and provide a brief description of the previous
changes (i.e., any information not already addressed in the Substantial
Deviation Determination Chart). Has there been a change in local
government jurisdiction for any portion of the development since the last
approval or development order was issued? If so, has the annexing local
government adopted a new DRI development order for the project?
Onginal Development Order
December 18, 1984
First Amendment to
Development Order
June 3, 1986
Second Amendment to
Development Order
October 21, 1986
Third Amendment to
Development Order
February 2, 1988
Fourth Amendment to
Development Order
April 19, 1994
Fifth Amendment to
Development Order
November 15, 1994
SIXth Amendment to
Development Order
July 16, 1996
Seventh Amendment to
Development Order
December 17, 1996
F'\Quantum Limited\Annual DRI\NotificationDRI.doc
6
August 8, 200 I
Eighth Amendment to
Development Order
June 3, 1997
Ninth Amendment to
Development Order
March 2, 1999
Tenth Amendment to
Development Order
March 7,2000
8. Describe any lands purchased or optioned within Y4 mile of the original
DRI site subsequent to the original approval of issuance of the DRI
development order Identify such land, its size, intended use, and
adjacent non-project land uses within ~ mile on a project master site
plan or other map.
No additional lands were purchased or optioned since the approval of the
InItIal Development Order
9 Indicate if the proposed change is less than 40% (cumulatively with other
previous changes) of any of the criteria listed in Paragraph 380.06(19)(b),
Florida Statues.
9 1 Proposed change IS more than 40% (cumulatively wrth prior
changes) of some of the critena listed in paragraph 380 06(l9)(b)
Do you believe tIns notIficatIOn of change proposes a change, winch meets the cntena of
Subparagraph 380 06(l9)(e)2., F.S.
YES
NO
x
9.2 We believe the proposed change does not create additIonal
regionallITlpact. The proposed changes described m No 5 above
increases the land area available for rrnxed-use development and
decreases the land area for roadways, open space and to a minor
degree industnal uses.
9.3 The proposed land use change does not increase the thresholds for
traffic generation, or buildmg areas established by the current
F'\Quantum Limited\Annual DRI\NotificationDRI.doc
7
August 8, 200 I
development order mcludmg previous amendments. The reVIsed
master sIte development plan and supportmg traffic statement
demonstrate the proposed additIonal area With the Mixed-Use Land
Use and Industrial DeSIgnatIons as a result of the abandonment of
Quantum Lakes Drive will not generate any addItIonal traffic and
thus will not create any addItIonal regional unpact.
10. Does the proposed change result in a change to the build-out date or any
phasing data of the project? If so, indicate the proposed new build-out or
phasing date.
Proposed change will not change the build-out date.
11. Will the proposed change require an amendment to the local government
comprehensive plan?
11 1 The proposed change will not require an amendment to the local
government comprehensIve plan.
11.2 The request is consistent WIth numerous ComprehensIve Plan
Objectives for encouragement of mIXed usage; mtegratIon of
pedestnan, bIcycle, and mass transIt Circulation systems between
residences and employment centers/commercial uses; reductIon of
sprawl and encouragement of infill; and lessenmg the dependency
upon the automobile.
Provide the following for incorporation in to such an amended development order,
pursuant to Subsections 380.06(15), F.S., and 9J-2.025, Florida Administrative
Code:
12. An updated master site plan or other map of the development portraying
and distinguishing the proposed changes to the previously approved DRI
or development order conditions.
ProVIded is an updated Master Plan prepared by Mock, Roos and Associates
(Dwg. No 45-43-17-54) dated July 2001, tItled "Master SIte Development
Plan, Amendment No 12"
13. Pursuant to Subsection 380.06(19)(1), F.S., include the precise language
that is being proposed to be deleted or added as an amendment to the
development order This language should address and quantify'
a. All proposed specific changes to the nature, phasing, and
build-out date of the development; to development order
conditions and requirements; to commitments and
representations in the Application for Development approval;
F'\Quantum Limited\Annual DRI\NotificationDRI,doc
8
August 8, 200 I
to the acreage attributable to each described proposed change
of land use, open space, areas for preservation, green belts; to
structures or to other improvements including locations,
square footage, number of units; and other major
characteristics or components of the proposed change;
It is requested the development order language be amended to
include the following proVlSlOns:
1 Master Plan Amendment No 12 to the Master Site
Development Plan for Quantum Park, dated July 2001, IS
hereby approved.
2. Development of the following Land Use Classifications
should not exceed the follOWIng mtensltIes without further
City approvaL
Industrial 1,900,000 Square Feet
CommercIal (including Hotel & Rest.) 728,768 Square Feet
Office 885,850 Square Feet
One Hotel Room =268 Square Feet
of Gross Leasable
CommercIal Area
One MOYle Theatre Seat =40 Square Feet
of Office Gross
Floor Area
One MOYle Theatre Seat =60 Square Feet
oflndustnal Gross
Floor Area
One ReSIdential Urnt =929 Square Feet
of Office Gross
Floor Area
One Residential Unit =725 Square Feet
of Office Gross
Floor Area
Residential 1,000 Dwelling Urnts
F'\Quantum Limited\Annual DRI\NotificationDRI,doc
9
August 8, 200 I
(
b. An updated legal description of the property, if any project
acreage islhas been added or deleted to the previously
approved plan of development;
The Project Total Acreage and Legal Descnption remains
unchanged.
c. A proposed amended development order deadline for
commencing physical development of the proposed changes, if
applicable;
A deadlme is not proposed.
d. A proposed amended development order termination date that
reasonably reflects the time required to complete the
development;
The termination data remains unchanged.
F'\Quantum Limited\Annual DRI\NotificationDRI,doc
10
August 8, 200 I
8",
;' ,1/ South Fl0_ida '\Vater Manage__lent District
:... "._,",:' ..' 3301 Gun Cluh Road, West Palm Beach, Florida 33406. (561) 686-8800. FL WATS 1-800-432-2045
,
CON 24-05 ~~ A'
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February 7, 1997
Quantum Associates
2455 East Sunrise Blvd, Suite 1106
Ft. Lauderdale, FL 33304
Dear Sir or Madam
Subject.
Boynton Park of Commerce aka Quantum Park
Phase Construction Completion/Construction Certification
Application Nos. 08296-D & 11207-F, SWM Permit No 50-01503-S
Palm Beach County, SI6,17,20,211T45S/R43E
ThIS letter acknowledges receipt of an engineer's Construction Completion/Construction Certification,
record drawings and an As-Built Master Drainage Plan from Santiago Malavasi, P E. of Rossi and
Malavasi Engineers, lnc pertaining to the subject project's surface water management system. District
staff have reviewed the submitted information and it has been incorporated into the permit fIle.
Per the referenced certification, our staff consider the Master Surface Water Management System
(including 8-onsite interconnected lakes totalling 67.81 acres, 6.92 acre dry detection area and 3-
discharge control structures serving the entire 578.3 acre industrial development) and the Surface
Water Management System for the Backbone Roadways at the Quantum Park project constructed
in conformance WIth the permit. This satisfies the reqUIrement of the referenced surface water
management permit with regard to construction of the surface water management system and statement
of completIOn and certificatIon by a FlOrIda registered professional engineer for the phases included
in the above referenced applIcation numbers
Furthermore, according to the Rules of the South Florida Water Management DIstrict, Rule 40E-l and
40E-4, Florida Administrative Code (40E-l 6107, Transfer of Environmental Resource, Surface
Water Management or Water Use Permit; 40E-4 351, Transfer of PermIts, 40E-4 61, ConversIOn from
ConstructIon Phase to OperatIOn Phase, and 40E-4 81, General COndItions), upon constructIon
completion and certification of the surface water management system, the permittee shall request
transfer of the permIt to the responsible operating entity Therefore, the subject phase of the Quantum
Park project and the phase prevIously certified by engmeer for constructIon completion (Quantum Park
of Boynton Beach, Lots 12,13,14) shall be transferred to the entity responsible for operatIon and
mamtenance of the water management system
/,
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The reqUired transfer should be made via the enclosed transfer form This form should be fIlled out
and submitted, along WIth a copy of the recorded deed restrIctIOns (includmg amendments, if any), as
well as a copy of all recorded plats (if not previously furrushed) It will then be processed and
mcluded m the DIStrIct's permIt fmalization process Please be aware that the permit file must contain
documentation that applicable condItions to the permit have been satISfied.
)'vernl1i~ BGt17",1.
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Eugene K, Pettis
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1\IJr1am S10ger
Samuel E. Poole III ExccutlYe Dlf<:,wr
l\IICh,lel Sla\"ltlll, Dcpun Exe.:utJ\ c Dmxtc)r
1\l.uling -\ddress: PO Bo:.. 24680, \Vest Palm Be:Jch. FL 33..116-4680
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QUA"TUM PARK "ope #11
TRAFFle A"IIL YSIS
Prepared for
OOAnTOM LIMITED PARTnERS
Prepared by
PinDER TROOTMAn conSULTinG. Inc.
2324 Sooth Congress Avenue. SUite 1"
Went Palm Beach. FL 33406
(561) 434-1644
#PTC01-102
August 7. 200 1
a.
PI"DER TROOTHfi" CO"SOLTI"G. I"e.
Transportation Planners and Engineers
2324 South Congress Avenue, Suite 1 H
West Palm Beach, FL 33406
(561) 434-1644 Fax 434-1663
Email pindertroutman@msn.com
QUANTUM PARK NOPC #12
TRAFFIC ANALYSIS
The proposal under this Notice of Proposed Change (NOPC) for Quantum Corporate Park DRI is to
amend the Master Plan to change the land used designations on various parcels and to close
Quantum Lakes Drive from Quantum Boulevard to Gateway Boulevard These specific land use
designation changes, described in detail in Section 5 of the NOPC Application, represent proposed
increases and decreases in land use intensities as well as a reallocation of approved land use
designations and intensities. The purpose of this traffic analysis is to provide data and analyses of the
traffic impacts associated with the proposed change such that a determination of substantial
deviation can be made.
--....-- .-.-.---.""
LAND USE CHANGES
The most recent modification to the DRI was the approval of the Master Site Development Plan on
March 7, 2000 Prior to that date, the Master Site Development Plan was approved on May 20,
1997 that established thresholds of development (maximum square feet for each land use) that could
not be exceeded, as well as a maximum daily trip threshold that could not be exceeded As noted
on the Master Site Development Plan approved on May 20,1997 and March 7, 2000 (NOPC #10),
the project is vested for 63,752 daily t~ips. This then becomes the benchmark from which to
compare the trip generation-nofthe proposed land uses. NOPe #11 was never approved
The proposed Mixed Use (MU) land use designation on Parcels 7 thru 11 and Parcels 23 thru 31 will
allow up to 50Q residen~ial units.. The proposed industrial (IND) land use designation on Parcel 34-C,
which is not currently designated for. any deYe!Qpment, will not result in an increase in daily or peak
hour volurnes.'..- _..,-- ,r - _,_ j ~-'t;::1 /)., iJ... :kJ t11 J('.( PUll uP..
r........ f..c V l J ~ ~f i I -1 ~
~( 1 - ~ J
Attachment 1 A provides a daily trip generation analysis of the proposed Quantum Park development
program It should be noted that the land use categories shown on this exhibit are more refined than
the broad categories shown on the approved Master Site Development Plan. Land uses shown on
Attachment 1 A reflect the developer's knowledge of specific uses that will be or are currently
constructed within Quantum Park. The proposed land uses at Quantum Park are estimated to
generate 63(751 daily trips, the maximum for which the project is vested Attachments 1 Band 1C
provide a trip generation comparison of the AM peak hour and PM peak hour respectively
The proposed land use plan is projected to generate fewer trips than are currently vested for the site.
Therefore, the proposed amendment does not represent a substantial deviation
ROADWAY CLOSURE
The closure of Quantum Lakes Drive between Quantum Boulevard and Gateway Boulevard has the
potential to impact the regional roadway network. Existing and future volumes that would use this
position of Quantum Lakes Drive will have to utilize the short link of Gateway Boulevard between
the proposed closure and Quantum Boulevard Therefore, thi~_ link qf Gateway Boulevard and t~e
jnt~rse:!i_~,~.~!Gatew~}'~o,lJlevard ar:!d Quantum Boulevara have been anaiyzea"-- ,- --=----
Traffic Analysis 01 102 8-7-01
a.
Data Collection
AM and PM peak period manual turning movement counts were conducted at the Gateway . . ,,", <.1\;
Boulevard / Quantum Boulevard intersection on Tuesday, February 6/ 2001 The intersectio~ ~ p ·
intensities of Gateway Boulevard and Quantum lakes Drive was counted on July 11.1_~Q,Q1.-fo
determine the number of peak hour trips using the roadway proposed to be c1osed- All counts were
conducted from 700 AM to 900 AM and from 4 00 PM to 6.00 PM.
1 t
Cl1 E.{tO ,\ /', E A-
I ) ft . D- ~
. .(.1 J ~.
Analysis Procedures
As a first step in the analysis, projects currently_.under _constr~J;tion plus-background gmwth have
been added to the existing volumest6project near term (29P-2) volumes. Included in the estimated
year 2002 intersection peak hour volumes is the traffic pJ.gjected to be generated by development of
lots 3/ 32 through 38/ 52/ 68A & B, 69/ 70/ 72 and 73 ""Traffic generated byJbe new Boynton Beach
High School is !:\J}.Q.,induqed The next step in the process Kto incrementally add peak hour volum-es
generated'by the previously approved NOPC #10 and the proposed NOPC #12 land uses to the
intersections being analyzed Peak hour intersection volumes for 2006 (with NOPC #10 and NOPC
#12 land uses) would represent maximum turning volumes at this intersection Traffic volumes from
the existing office building on Parcel 58 were reassigned from the Gateway Boulevard / Quantum
lakes Drive intersection to the Gateway Boulevard / Quantum Boulevard intersection based on the
volumes recorded during the July 11/ 2001 peak hour count.
Operational Analysis
Closing this segment of Quantum lakes Drive is not anticipated to have a substantial impact on
Gateway Boulevard Traffic using this segment of roadway also travels on Gateway Boulevard to the
east. Therefore, it will only result in the diversion of trips from the proposed closure location to
Quantum Boulevard This closure should result in safer operating conditions, as vehicles will turn at
a signalized intersection
The Quantum Boulevard / Gateway Boulevard intersection analysis is provided on Attachment 2A for
projected 2006 volumes and existing geometries. This analysis shows that the intersection would
operate over capacity during the PM peak hour Attachment 2B shows proposed geometrics,
restriping the'north"and south approaches to provide separate left-Turn, Through and Right-Turn
Lanes. Under this geometric configuration the intersection operates at an acceptable level of service
Beyond 2006/ Gateway Boulevard may need to be widened to six (6) lanes divided to provide
acceptable operations at this intersection. This widening will need to occur with or without the
proposed roadway closure as a result of increases in through traffic volumes. Six lanes on Gateway
Boulevard is consistent with the County/s long Range Plan
CONCLUSIONS
NOPC #12 proposes simultaneous increases and decreases in allowable development intensities,
Consequently, there are no increases in the approved daily and peak hour trips.
Condition 28 of the Development Order (DO) requires traffic monitoring and condition 29 of the
DO requires signalization of project entrances on NW nnd Avenue (Gateway Boulevard) as
necessary
Traffic Analysis 01 102 8-7-01
a.
Attachment 1 A
Quantum Park NOPC #12
Dally Trip Generation Comparison
#PTC01 102
8(7/01
tripgen copm ADA&NOPC12 01 102 8-6-01
Page 1 of 3
ADA Approved
Land Use
Land Use Code Intensity Trip Generation Rate (1) Total Trips
Industrial 110 4,183,750 SF(2) T=7 468(X)-101 921 31,142
Retai! 820 300,000 SF(3) In(T)=O 643Ln(X)+S 866 13,815
Office 710 1,969,500 SF(4) 914/1000 SF (5) 18,001
Hotel 312 200 Rms 8 7 IRm, 1 740
." . ~
64,698
Proposed
Land Use
Land Use Code Intensity Trip Generation Rate (1) Total Trips
Industrial 110 1,900,000 SF T = 7 468(X)-101 921 14,087
Retail 820 427, %2 SF Ln(T)=O 643Ln(X)+S 866 17,361
Office 710 725,850 SF 914/1000 SF (5) 6,634
Warehouse 150 22,700 SF 496/1000 SF 113
Hotel 312 200 Rms 8.7 IRm. 1,740
Park N Ride 90 633
Auto Dealership 841 53,072 SF 23/1000 SF 1,221
Movie Theatre AAA 4,000 Seats o 43 !Seat (6) 1,720
~~..,.
Restaurant-High Turnover 832 28,400 SF 130.34 11000 SF 3,702
Restaurant-Quality 831 69,250 SF 89 95 /1000 SF 6,229
ConvenienceStore/Gas 853 3,054 SF 845 6 11000 SF 2,582
Ice Skd.ltn~ Ru,k (7) 465 93,430 SF 549.5 /Rmk 1,099
Residential Multi-Family 220 1,000 Dus 6.63 IDU 6,630
63,751
Net New External Tripsl
(947)~
(1) Source: Institute of Transportation Engineers (lTE), Trip Generation, 6th Edition.
(2) Based on 12,500 SF per Acre for 334 7 Acres,
(3) Based on 10,000 SF per Acre for 30 Acres,
(4) Based on 15,000 SF per Acre for 164,9 Acres,
(5) Based on trip rate for 500,000 SF from 6th Edition Equation..
(6) Palm Beach County Rate for Multi-Screen Theatre
(7) 2 Rinks and 8,500 SF of Restaurant. Trip generation from Palm Beach Gardens facility
Attachment 1 B
Quantum Park NOPC #12
AM Peak Hour Trip Generation Comparison
#PTC01 102
8/7/01
tripgen copm ADA&NOPC12 01 102 8-6-01
Page 2 of 3
ADA Approved
Land Use Total
Land Use Code Intensity Trip Generation Rate (1) Trips
Industrial 110 4,183,750 SF(2) o 92 /1,000 SF (88/12) 3,849
Retail 820 300,000 SF(3) Ln (I) = O,S%Ln (X)+?,3?9 (61/39) 307
Office 710 1,969,500 SF(4) 1.56 /1,000 SF (88/12) (5) 3,072
Hotpl 112 200 Rooms o ,)R /Room (')Q/41) 11 h
TOTALS 7,344
Proposed
land Use Total
land Use Code Intensity Trip Generation Rate (1) Trips
Industrial 110 1,900,000 SF o 92 /1,000 SF (88/12) 1,748
Retail 820 427, %2 SF Ln (T) = 0 596Ln (X)+2,32Q (61/39) 380
Office 710 725,850 SF 1.56 /1,000 SF (88/12) 1,132
VVarehouse 150 22,700 SF 045 /1,000 SF (82/18) 10
Hotel 312 200 Rooms 0.58 /Room (59/41) 116
Park N Ride 90 16 679G of Daily (80/20) (5) 106
Auto Dealership 841 53,072 SF 2.21 /1,000 SF (73/27) 117
Movie Theater 444 4,000 Seats 002 /Seat (51/49) (6) 80
Restaurant-High Turnover 832 28,400 SF 9.27 /1,000 SF (52/48) 263
Restaurant-Quality 831 G9,2S0 cr o 81 /1,000 SF (S 1/49) 56
Jr
Convenience Store/Gas 845 3,054 SF 77 68 /1,000 SF (SO/50) 237
ice Skdung RllIk 465 93,430 SF 2 94 /1,000 SF (65/35) 275
Residential Multi-Family 220 1,000 Dus 0.51 /DU(16/84) 510
TOTALS 5,030
Net New External Tripsl
(2,314)1
(1) Source: Institute of Transportation Engineers (lTE), Trip Generation, 6th Edition,
(2) Based on 12,500 SF per Acre for 334.7 Acres,
(3) Based on 1 0,000 SF per Acre for 30 Acres,
(4) Based on 1 5,000 SF per Acre for 164 <] Acres,
(5) Based on the Peak Hour to Daily Ratio from ITE 6th Edition,
(6) Only One Observation
Attachment 1 C
Quantum Park NOPC #12
PM Peak Hour Trip Generation Companson
#PTC01 102
8/7/01
tripgen copm ADA&NOPC12 01 102 8-6-01
Page 3 of 3
ADA Approved
land Use Total
land Use Code Intensity Trip Generation Rate (1) Trips
Industrial 110 4,183,750 SF(2) 0.98/1,000 SF (12/88) 4,100
Retail 820 300,000 SF(3) Ln (T) = 0 660Ln (X)+3 403 (48/52) 1,297
Office 710 1,969,500 SF(4) 1 49/1,000 SF (57/43) 2,935
Hotf'1 112 200 Rooms o fl2 /Room (flOj40) 124
TOTALS 8,456
Proposed
land Use Total
land Use Code Intensity Trip Generation Rate (1) Trips
Industrial 110 1,900,000 SF 0.98/1,000 SF (12/88) 1,862
Retail H2O 427, %2 "F Ln (T) = 0 660Ln (X)-I-3 403 (48/52) 1,639
Office 710 725,850 SF 1 49/1,000 SF (57/43) 1,082
Warehouse 150 22,700 SF 0.51 /1,000 SF (24/76) 12
Hotel 312 200 Rooms 062 /Room (60/40) 124
Park N Ride 90 14,00% of Daily (22/78) (5) 89
Auto Dealership 841 53,072 SF 2.8/1,000 SF (40/60) 149
Movie Theater 4AA 4,000 Seats 014 /Seat (53/47) 560
..,...,.
Restaurant-High Turnover 832 28,400 SF 10.86 /1,000 SF (60/40) 308
Restaurant-Quality [\'~ 69,250 SF 749/1,000 SF (67/33) 519
JI
Convenience Store/Gas 845 3,054 SF 96.37 /1,000 SF (50/50) 294
Ice Skalll1g Rink 465 93,430 SF 2.36 /1,000 SF (45/55) 220
Residential Multi-Family 220 1,000 Dus 0.62 /DU (67/33) 620
TOTALS 7,478
Net New External Trips! (978)~
(1) Source' Institute of Transportation Engineers (ITE), Trip Generation, 6th Edition,
(2) Based on 1 2,500 SF per Acre for 334 7 Acres,
(3) Based on 10,000 SF per Acre for 30 Acres.
(4) Based on 15,000 SF per Acre for 164,9 Acres,
(5) Based on the Peak Hour to Daily Ratio from ITE 6th Edition.
Growth Rate =
Peak Season =
Year =
Years =
Attachment 2A
INTERSECTION ANALYSIS SHEET
Quantum Business Park
QUANTUM BOULEVARD & GATEWAY BLVD,
(Existing Geometries)
0,50%
1,00
2006
5
0%
0%
Existinl\ Volume (2/06/0
Peak Season Volume
Backl\round ~ I
Approved Major Projec
lots 32 38
~~~5~8A&B.6'1'70&721 I
lot 3
I~~~~ 10 Resid, I I
NOPC 10 Non-Resid.
NOPC 11 Resid,
NOPe 11 Non-Resid.
Parcel 58 ReassiRn,
T olal Major Projec5
Total
No, of lanes
Aonroach Volume
Per lane Volume
% Turns from exd. lane
E/W Eftective "/c
North-South CrilK-.<11
East-West Critical
Maximum Critical Sum
STATUS?
NUPC 1 U Resid,
NOPC 10 Non-Resid,
NOPC 11 Resid,
INOPe II Non-Resid,
Parcel 58 Reassilln,
T olal Major Proiec5
Total
II
11
2
o
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2
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2
I
I I
I I I
41 U
0 0
0 0
0 0
0 0
101 0
G
113
I ~ 11~~ I
I ~:~ I ~:: I
2
I 0
241
93 I 74 I oIa
39% T 1% I 0%
i I
NB IT + 5B TH =
EB IT+WB1H-
225
No, of laoes 0
A roach Volume
Pt~r lalle Vulume n/a
% Turns from excl. la 0%
F1W Effective c
North-South C!"!t!c:11
East-West Critical EB 1 T + WB fH
MaJumum ritica Sum 438
IT
89
89
I I:~
I 11~1
I I ~ I
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26
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36
o
o 41
Critical Volume Analysis
1 I 2 I 0
192
21
0%
Eastbound
Thru
1260
1,260
1,292
o
41
o
o
o
143
o
127
5
o
o
91
o
180
I ~ I
I 312 I
1,:'4
#PTCOI-I02
8/7/0 1
QntmBIvd&Gatcway '06 01-1028-6-01
Pagel of I
I I
I I
I I
~ I J8 I ~
~ 11~81 3~9
74 144 1,487
1 r 2 I 1
1819
144 I 744 T 188
8% T 82% T 10%
i 0,61 i
225
946
llU
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14
152
RT
87
87
89
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20 I
20'1
I ~9 I
1811
u
335
o
o
o
397
U
o
100
94
o
208
PM Peak Hour
lnters.ectioii .'olume Development
T Northbound Southbound Eastbound Westbound
r IT T Thru I RT I IT I Thru RT I tT I Thru RT IT Thru I RT
IU'""' VoI"~ 1'10&01 " I 1 I 4 I 82 I 1 81 I 21 11105\ 0 3 1412 I 24 I
Peak Seasoo Volume 12 1 4 82 1 81 21 1 105 0 3 1412 24
BackRrouod 12 1 4 84 1 83 21 1133 0 3 1448 25
Approved Major Projec 0 I 0 I 0 I 0 I 0 I 0 I 0 I 0 0 0 0 0 I
lots 32 38 0 0 0 64 0 81 10 6 0 0 0 3
lot 52 60 0 62 0 0 0 0 0 12 13 0 0
LoIs bBA&Il,b9,7U&n I U I U I 0 I u I 0 I 0 I 0 I u 0 I 0 u u I
loU 0 0 0 41 0 25 4 0 0 0 0 11
School 0 0 0 0 0 0 0 93 0 0 62 0
- - - -
151 I
79% I
I
114
924
946
I ~ I J9 I
I 0 i~21
256
I n/a
I 0%
I
+
UNDER
3 U U U
0 0 0 350
0 12 25 0
0 0
0 0
118 39
0
Critical V()'U~ ^natysi~
1 I 21 1
1,858
180 I 802 I 74
10% I 86% I 4%
I 0.64 i
5B LT + NB TH =
WB l T + EB TH -
- 1,171
G
233
340
62% 1%
216-
983
+ 983
WB 1 T + EB TH -
1,421
10%
Growth Rate =
Peak Season =
Ypar =
Years =
Attachment 2B
INTERSECTION ANALYSIS SHEET
Quantum Business Park
QUANTUM BOULEVARD & GATEWAY BLVD,
(PropoS('(\ Geometries)
0,50%
1.00
2oot>
5
0%
0%
#PTC01-l02
817/01
QnbnBIvd&Galeway '06 Imps, 01-102 &-6-01
Page 1 011
ExistinK Volume (2/06/0
Peak Season Volume
Backj\round ~ I
Approved Major Pro. .
lOl< 32 38
~:~5~8A&B'69'70&721 I
lot3
~~~10Resid, I I
NOrc 10 Non-Resid,
INOrc 11 Resid,
NOrc 11 Non-Resid,
Parcel 58 ReassiKn,
IT otal Major Projects
Total
AM Peal<: Hour
Intersection Volume Development
I ~
I~
91
I I Y I
I I ~ I
I I ~ I
I ~ 11~ I
11 ~511~4~ I
14fi 151
RT
87
87
I ~ I
I Jo I
I ~ I
! I ~ I ~,
~1~IJ81~I~J
312 I; 11~81 389 I ~<)
1,;'04 74 144 1,:87
180
188
Critical Volume Analysis
No, of lanes 1 I 1 I 1 1 I 1 I 1 1 I 2 I 1 1 I 2 I 1
Avvroach Volume 241 192 1,858 1.819
Per lane Volume 93 I 2 146 151 I 0 I 41 180 I 802 I 74 144 I 744 I 188
% Turns from excl, lane 39% 1% I 61% 79% I 0% I 21% 1 ()OJ. I 86% I 4% 8% I 82% I 10%
ElW ElIective ../c I I I I I O.M I j 0,64 Uj
North-South Critical NB l T + SB TH - 93 5B LT + NB TH - 153
East-West Critical EB LT + WB TH = 924 WB LT + EB TH = 946
Maximum Critical Sum 153 + 946 - 1,099
STATUS 7
i
I Existinl\ Volume (2/06/0
Peak Season Volume
BackRround
IAPProVed Major Proj"""
lots 32 38
lot 52
I Lots bllA&tl,b9,70&7l
lot3
School
NuPC 10 Resid,
NOrc 10 Non-Resid,
NOrc 11 Resid,
NOPe i I Non-Resid.
Parcel 58 Reassip,n.
Total Major Projects
Total
o
o
o
2
o
2
UNDER
.r...efS€C,-iGrl Volume ,-,eve opmcn
PM Peak Hour
I
Northbound I Southbound Eastbound
LT I Thru RT LT I Thrul RT I IT Thru
~~ I ~ : I :~ I ~ I:i I ~~ I ~1 ~~~
!l ~ 1~21{41 ~ ~I~ol ~
~I~ ~1~11~ 2~1~1~31
~ I;' I Il~~1 ! I ~ ~ I t I
1~1 I ~ 116;' 12~61 ~ 11~8 ~9 14~q
1:3 I ~ i 1;5 I 3:0 I : I 2:1 :0 11 ;82
Critical Vo!um(' I\nalysi5
Westbound
l T Thru RT
I 3 11412 24
3 1412 24
3 1 448 25
11~3 I ~ I ~
I ~_ I ~2 I ~ I
~ ITI+III
~2 111:~ I 3t I ~~:
:2 11~5 11 :4s! 2:3
No. of lanes 1 I 1 I 1
Annroach Volume 309
Perlan~Volume l i3 t i r i95
% Turns from excl, Lane 37% I 0% I 63%
[fW Effective lYC I I
North-South Critical NB L T + SB TH -
East-West Critical EB LT + WB TH
Maximum Critical Sum 341
.>1 /11 U;' ,
1 I 1 I 1
545
1 2 1
1734
VG I I'll 92
3% I 91% 5%
I 0,57 I
SB L T + Nil TH -
WB IT+EBTH-
1,324
RT
o
o
o
o
o
12
o
o
o
1 2 I 1
2233
IJJ 923 ~JJ
7% 83% 10%
I 0,64
341
946
340 ..; 201
62% 1% 37%
117
983
+ 983
Ntf'.K
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,
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LAST DArE FOR GOVERNING BOARD ACTION March 10, 1988
CONCEPTUAL APPRO\AL DATE October 8, 1386
LAST MODIFICATION DATE J~ly 9, 1987
~
---- ...~
Ct~~r Q
t to GO'Jeft\\tW~
SUOlec
Board ~t3\J{o'la\
/}l~ @ ,~f@
--'---7'f~
Permit Modification No 50-01503-5
Application No llZ07-F
QUANTI M PARK
City of Boynton Beach
Palm Beach County, S16,11,20,21/T45S/R43E
S T A F F R E P 0 R T
~
i
ABSTRACT
This application is a request to modify the conceptuQl approval fer a 578 3
acre commercial/industrial tract known as Quantum Park (AKA Boynton G~dC~ Park of
Commerce) In addition. the applicant requests to modify the ~onstrl~tion and
operation permit to include authorization to construct 60 5 acres of roadways and
S4 8 acres of water management area. totalling 115 3 acres Staff recommendation
is f~r approval of the proposed modification
BACKGROUND
/.-
On October 8. 1986 the Governing Board of the District issued SlIrface Water
Management Permit No 50-01503-S The permit is for d conceptual approval of a
water management system serving 578 3 acres of office. rasearch park. and light
industrial 'ands discharging to S F W M 0 C-16 canal via lake Worth Drainage
Di~trict (L W 0.0 ) canal E-4 (This project has been through the Oevelopment of
Regional Impact review process) On December 11. 1986 the Governing Board of the
District approved a modification to th~~ surface water management permit for
construction and operation of 55 acres of lakws. 64 acre of road right-of-way,
and rough grading of the remaining project area
\
'""
On July 9. 1987 the Governing Board approved a modification to surface wattr
management permit number 50-01503-S for decreasing the minimum first floor
elevation within Basin', 3 from elevation 14 5 feet NGVD to elevation 14 0 feet
NGVD On that same dati. the Governing Board approved Surface Water Management
P~rmit No 50-01503-S-02 for construction and operation of a surface water
management system serving a 55 0 acre distribution center
PROJECT AREA 578.3 ACRES
DRAINAGE-AREA 657.3* ACReS
* This are. includes 79 0 acras of offsite area
1
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EnvIronmental Resource/Surface ~Yater Jvlanagement Permll
ConstructIOn CompletJon/Construcllon Ct!rtificatlOl1
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TO
SOtJTH FLOR-IDA \\ A TER MANAGEMEl'-a-r DISTRICT
Field Englneenng DIvISIon .PLase see page 2 of 2
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SUBJECT PER.\.tlT NO 50-~/..~') ~ - C APPLICATION NO. ~29t:, - D IIIZiJ;!i
PROJECT N~~. G1VRYTUffJ- PAP'" PHASE, /ILl- .P/Y~~~ ~r',s.fnh:-<1.~
LOCATION COL'm'Y j~j!!~,/ll ,~cZl Slb,l'7ltJ.ZJT J/SJ ~~ ,,~f' /ltfJ"~
. ~ . ct~
;Z -0'6 - '11
"}be subject surface wa~r manaeement sys~m has been desiZ'led. constructed and completed as rollows
(use addiaorW sh<<ts ir oeeded):
Completion Date ,~~#
Month Day
Disch3.J"2e Srructu~: PERMTlTED
5.!=G A-rrA-CI-tC-v /I-S" 13vN..T l>K AIvIN~
Weir Width Cre:a1 Width
/7%~
Year
L'X1STING
Crest
Bleeder
DimenSions
Invert
DimenSions
Inven__
T
RetennonlDetentlon Area sa
(if apphcable)
ID
Size
Side Slopes
(H,V)
C;<./r/8/T /1#( /17;r~~1Ie-.J})
ID IlL
Size Size
Side Slopes Side Slopes
(H, V) (H, V)
(H V)
ID
Size
Side Slopes
Please mdlcate the location or the appropnate bench marle(s) used to determine the above mformalIon on the
record drawings (Reference 40E....38 I (1 )(1). Flonda Admln,stratJ'Ie Code). All elevanons should be
according to National ~denc V~M1CaJ Datum (NGVD) (Reference 2.9 of the Basis of Review for
Environmental Resour':t Permit Applications within tlre South Florida W~'er Mana8.!J!~nl Distr.ct) _
OU r PAL.L G ra Vc. ru,~e NO 1., PAIIVrcu ,at."#'<' II /V1.f.I<~ eU. 15 0 ~ peel
OUTFAtL. STI?UC.TVX/;4 NO z..1?AINT~.P I3t:NCt( M4~Jc. EL 1$.oP.;::t!L~
I HEREBY NOTIFY 1HE DISTRICT OF lHE COMPLETION OF coNsnwcnoN OF ALL TIlE COMPONE,1>ITS OF lHE
SURFACE WA'Il:R MANACIMINT FAcn.nn:.s fOR TIlE ABOVE RIFERE.Ncm PROJECT AND CERTIFY 1HAT
THEY I!.~VE BUN CONSTRUCIlD IN SUBSTANTIAL CONFORMANCE WTIlIlHE r'UNS AND SPECIFlCA110NS
PER.MrITm BY THI: DISTRICf (A COPY OFlHE APPROVID PERMIT DRAWINGS IS ATTACHED WIDI
D[VIA nONS NOTtD, IF APPUCABUJ. 'ZY A mx MY S!:At nus .:L''''lu Y OF P <':"P, .. 2Z
~~~~
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page 1 of :!
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PLAN STRUCTURE MJ.. 2
I'tfOIIIDE - -...... I-
MMOVEABLE GRATE "
~ BUILT- 1$.08*
~ BUILT- 14.20
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EXHIBIT .. A"
QUANTUM PARK
SUMMARY . RETENTION/DETENTION AREAS
/~e(j),/)f@) .
~V~
RETENTION/DETENTION AREAS (lAKES)
10 LAKE NO 1
SIZE 8 05 AC
SIDE SLOPES 4 1
RECEr
... 10 LAKE NO 2
SIZE 13 22 AC
SIDE SLOPES 4 1
'-::1t/S
;;: .. - ......
,
10 LAKE NO 3
SIZE 4.85 AC
SIDE SLOPES - 4 1
A 10 - LAKE NO 5
SIZE 4 64 AC
SIDE SLOPES . 4 1
.; 10 LAKE NO 7
SIZE 6.90 AC
SIDE SLOPES 4 1
.. 10 LAKE NO 10
SIZE 1343 AC
SIDE SLOPES - 4 1
., 10 LAKE NO 11
SIZE 1239 AC
SIDE SLOPES 4 1
DRY RETENTION AREA
f
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~or ~Pl
· 10 LAKE NO 12
SIZE 4 33 AC
SIDE SLOPES 4.1
TOTAL LAKE AREA - 67 81 ACRES (PROVIDED)
41 7 ACRES (PERMITTED)
10 TRACT" J"
SIZE 6 92 AC
SIDE SLOPES 4 1
ROSSI AND MAlJ\VASI
ENGINEERS. INC.
CONSUL TINa ENGINEERS
/"61~
- R&M+
~I~
SIO VILLAGE BOULEVARD. SUITE 140
WEST PALM BEACH. FLORIDA 334Of.1t04
(407) Ut-OS54
FAX: (407) ..1-1101
&~@~f@
t~
September 21, 1989
R~I f:-I\/C
_ \...1 _ '--
South Florida Water Management District
P.O. Box 24689
West Palm Beach, Florida 33416-4689
F ~ 6 C 1 !~Jg 7
N-
ATTN: Mr. Ed Maciejko
RE: Engineer's Certification
Savannah Square
Surface Water Management System
Permit No. 58-11351-8
Gentlemen:
1 HEREBY CERTIFY THAT ALL SURFACE WATER MANAGEMENT FACILITIES FOR
THE ABOVE REFERENCED PROJECT HAVE BEEN CONSTRUCTED IN SUBSTANTIAL
ACCORDANCE WITH THE DESIGN APPROVED BY THE DISTRICT. AND HEREBY
AFFIX MY SEAL THIS ~_ DAY OF SEPTEMBER , 19-!!-.
Very truly yours,
ROSSI AND MALAVASI ENGINEERS, INC.
Enrico Rossi, P.E.
Reg. 113529
(SEAL)
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C, Stanley WMwr
K_, Dell
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'-.- .........
Ricf\U1I S, 'MIMliIle"
.........
Pwry & Scftone. P.A.
LAKE WORTH DRAINAGE DISTRICT
\._^-- . ~ - "~, ~ ~ - '-.. , - . - "-
13011 MILITARY TRAIL
DELRAY BEACH. FLORIDA 33*
November 22. 1989
/3tJe (i) o.~@
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Mr Enrico Rossi. P E
Rossi & Malovasi Eng
580 Village Blvd. Suite 140
West Palm Beaell, FL 3340~-1904
f-cS 0 5 199.
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Rt l WOO #89-3300 03 Savannah Square Control Structur~
Dear Hr. Rossi
We have conducted an inspection of the above structure and have
found it to be acceptable to this District
Please be advised that this approval is for the control structure
onlj Final acceptance will be given when the entire project is completed
to our satisfaction
Very truly yours,
lAKE WORTH ORA1NAGE DISTRICT
~}~~
Shaugn J Webb
Chief Inspector
SJW j r
cc Gates Castle, Eng , Boynton B~ch
AliA K~lt1~, Palm oeo ~ana uev.'
qeor'l@ Pr-icp.~" 1M 9eaeh Cty. CQRttF4Ktie.1 eul1f'alnation
Bob Pryor. Palm Beach Cty Health Dept
Arlan Pankour, S F W M 0
Patrick A Martin, P E , l W D 0
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BOYNTON BEACH PARK OF COMMERCE
MASTER DRAINAGE PLAN
REVISED AUGUST 5 1986
prepared by
ROSSI AND MALA V AS! ENGINEERS. INC.
1675 PALM BEACH LAKES BOULEVARD
WEST PALM BEACH. FLORIDA 33401
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TABLE OF COh"TENTS
DESCRIPTIO!\
EXHIBIT
water management report
allowable discharge
proposed land use drainage basin 1
proposed land use drainage basin 2
1
2
3
proposed land use drainage basin 3
pervious/impervious computations drainage basin 1
peMrious/hnpennous computations drainage basin 2
pennous/impennous computations drainage basin 3
4
5
detention required drainage basin 1
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
detention required drainage basin 2
detention required drainage basin 3
bleed-down required drainage basin 1
bleed-down required drainage basin 2
bleed-down required drainage basin 3
bleed-down proposed drainage basin 1
bleed-down proposed drainage basin 2
bleed-down proposed drainage basin 3
potential soil abstraction drainage basin 1
potential soil abstraction drainage basin 2
potential soil abstraction drainage basin 3
stage/storage drainage basin 1
stage/storage drainage basin 2
stage I storage draina~e basin 3
stagel discharge drainage basin 1 24
stage I discharge drainage basin 2 25
stagel discharge drainage basin 3 26
flood routing 3 year 24 hour drainage basin 1 27
flood routing 3 year - 24 hour drainage basin 2 28
flood routing 3 year - 24 hour drainage basin 3 29
flood routing 25 year 72 hour drainage basin 1 30
flood routing 25 year 72 hour drainage basin 2 31
flood routing 25 year 72 hour drainage basin 3 32
finished floor elevation data & map 33
WATER MANAGEMENT REPORT
The project and off-site areas contain approximately 657 3
acres of land, Drainage basins 1 & 2 are located east of Lake
Worth Drainage District Canal E-4 and contain approximately
618 acres of land. Drainage basin 3 is located west of Lake
Worth Drainage District Canal E-4 and contains approximately
39.3 acres of land.
Drainage basin 2 has been designed with a maintained
water elevation at elevation 14.0 feet NGVD Discharge will be
through an outfall structure which will discharge runoff into
drainage basin 1 The V -Notch angle required to bleed-down
50% of the detention volume in 24 hours is 17 degrees (see
Exhibit 13) however in order to comply with the requirement
of minimum 20 degree bleed-down devices. the V-Notch is 20
degrees. This results in a bleed-down of approximately 7 acre-
feet in 24 hours or 60% of the detention volume (see Exhibit
16) Perimeter site grading will insure that the discharge from
a 25 year 72 hour storm event will not sheetflow from
drainage basin 2 into drainage basin 1
Drainage basin 1 has been designed with a maintained
water elevation at elevation 8.0 feet NGVD Discharge will be
through (2) two identical outfall structures which will discharge
runoff into LWDD Canal E-4. The outfall structures have been
designed to limit the discharge off-site to within the allowable
amount. The V-Notch angle required to bleed-down 50% of the
detention volume in 24 hours through (2) two outfall structures
is 161 degrees (See Exhibit 12). however. in order to limit the
discharge the V-Notch angle required is 139 degrees per outfaU
structure This results in a bleed-down of approximately 21.7
acre-feet in 24 hours or 44% of the the total detention volume
(See Exhibit 15) Perimeter site grading will insure that
discharge from the 25 year - 72 hour storm event will not
sheetflow into the receiving water but will provide relief from
more severe storm events.
- "Y - - -- _. - . - ~ - - .
EXHIBIT 1
Drainage basin 3 has been designed with 8 maintained
water elevation at 8.0 feet NGVD Discharge will be through
(1) outfall structure into LWDD Canal L-2l The outfall
structure has been designed to limit the discharge off-site to
within the allowable amount. The V-Notch angle required to
bleed-down 50% of the detention volume in 24 hours through
(1) outfall structure is 51 degrees (See Exhibit 14) however in
order to limit the discharge the V-Notch angle required is 20
degrees This results in a bleed-down of approximatelv 2 0
acre-feet in 24 hours in 24 hours or 33% of the total detention
volume (See Exhibit 17) Perimeter site ~rading will insure that
discharge from the 25 year - 72 hour storm event will not
sheetflow into the receiving water but will provide relief froIr:
more severe storm events.
The areas used in the calculations reflect the total areas
located within the drainage basins including off-site areas and
land within the proposed development that have been dedicated
as rights-of-way and City owned land. For this reason the land
area reflected in the development order does not agree with
the total land area used in the calculations
ALLOWABLE DISCHARGE
DRAINAGE BASINS 1 AND 2
offsite area (59 0 acres)
project area (559 0 acres)
5.8 cfs
54.7 cfs
TOTAL
60.5 cfs
..
DRAINAGE BASIN 3
offsite area (20.0 acres)
project area (19.3 acres)
2 0 cfs
1 9 cfs
TOTAL
3.9 cfs
. ' .'... '-
EXHIBIT 2
PROPOSED LAND USE
DRAINAGE BASIN 1
total offsite area
total project area
total drainage basin area
lake area at control elevation
lake area at top of bank
water management tract (boundary)
park area (pervious)
park area (wetland)
other wetland area
preserve area (pervious)
roadway area
net lot area
59 0 acres
474.0 acres
533.0 acres
48 5 acres
58.2 Bcres
67 9 acres
16 1 acres
3.8 acres
2.2 acres
40 0 acres
44.0 acres
300.0 Bcres
590 Bcres of offsite area stores runoff linearly from elevation 90 feet
NGVD to elevation 250 feet NGVD
48.5 acres of lake area stores rUDoff vertically from elevation 8.0 feet
NGVD 9 7 acres of lake area stores runoff linearly from elevation 8.0 feet
NGVD to elevation 12.0 feet NGVD 97 acres of water management
(boundary) stores runoff vertically from elevation 12.0 feet NGVD
16 1 acres of park area (pervious) stores runoff linearly from elevation 90
feet NGVD to elevation 12.0 feet NGVD 3.8 acres of park area (wetland)
stores runoff vertically from elevation 9.5 feet NGVD
2.2 acres of other wetland area stores runoff vertically from elevation 9 5
feet NGVD
40.0 acres of preserve area stores runoff linearly from elevation 9.0 feet
NGVD to elevation 25.0 feet NGVD
117 7 acres of net lot area (lots 4 thru 11. 18 thru 31. 39 thru 44. 52 thru
54. the west half of 55 58 and 59) less 29 4 acres of finished floor area
plus 17 7 acres of roadway area stores runoff vertically from elevation 12.0
feet NGVD
10.3 Bcres of net lot area (lots 47 & 48) less 2.6 acres of finished floor
area plus 1.5 acres of roadway area stores runoff linearly from elevation
12.0 feet NGVD to elevation 180 feet NGVD
58.8 acres of net lot area (lots 12 thru 17 the east half of 55' 60 thru 63)
less 14.7 acres of finished floor area plus 8.8 acres of roadway area stores
runoff linearly from elevation 12.0 feet NGVD to elevation 220 feel NGVD
. ,.:. - - - . - .. ,- .
EXHIBIT 3
PROPOSED LAND USE
DRAINAGE BASIN 2
total offsite area 00 acres
total proiect area 850 acres
total drainage basin area 850 acres
lake area at control elevation 3.3 acres
lake area at top of bank 42 acres
water management tract (boundary) 49 acres
roadway area 165 acres
net lot area 636 acres
3.3 acres of lake area stores runoff verticaliy from elevation 14 0 feet
NGVD 9 acres of lake area stores runoff linearly from elevation 140 feet
NGVD to eievation 20.0 feet NGVD 7 acres of water management tract
(boundary) stores runoff vertically from elevation 20 0 feet NGVD
68 acres of net lot area (lots 64 & 65) less 1.7 acres of finished floor
area plus 1.0 acres of raodway area stores runoff from elevation 180 feet
NGVD to elevation 21.0 feet NGVD
30.8 acres of net lot area (lots 68 71 72 77 thru 80. 84) less 7 7 acres
of finished floor area plus 4.6 acres of roadway area stores runoff linearly
from elevation 18.0 feet NGVD to elevation 27 0 feet NGVD
3.4 acres of net lot area Oot 81) less .9 acres of Imished floor area plus
.5 acres of roadway area stores runoff linearly from elevation 20.0 feet
NGVD to elevation 24.0 feet NGVD
. --. -, - ~ .. -
EXHIBIT 4
PROPOSED LAND USE
DRAINAGE BASIN 3
total offsite area
total project area
total drainage basin area
lake area at control elevation
lake area at top of bank
water management tract (boundary)
roadway area
net lot area
20 0 acres
19.3 acres
39.3 acres
3.2 acres
4.2 acres
4.4 acres
3.5 acres
11.4 acres
3.2 acres of lake area stores runoff vertically from elevation 8 0 feet
NGVD 10 acres of lake area stores runoff linearly from elevation 8.0 feet
NGVD to elevation 120 feet NGVD .2 acres of water management tract
(boundary) stores runoff vertically from elevation 120 feet NGVD
3.5 acres of roadway area stores runoff linearly from elevation 120 feet
NGVD to elevation 140 feet NGVD
11 4 acres of net lot area less 2.9 acres of finished floor area stores
runoff linearly from elevation 12 0 feet NGVD to 14 0 feet NGVD
20 0 acres of offsite area less 5.0 acres of finished floor area stores runoff
linearly from elevation 12.0 feet NGVD to elevation 14.0 feet NGVD
. - . ~
EXHIBIT 5
PERVIOUS/IMPERVIOUS COMPUTATIONS
DRAINAGE BASn, 1
PROPOSED
LAND USE
PERCENTAGE
IMPERVIOUS
ACREAGE
IMPERVIOUS
ACREAGE
PERVIOUS
59 0 offsite 00 00 590
48.5 lakes 1000 48.5 00
19 4 lakes 00 00 194
16 1 parks 00 00 16 ]
6 0 wetland 1000 60 00
40 0 preserve 00 00 400
44.0 roadway 500 220 22.0
300 0 net lot 750 2250 750
TOT ALS
301.5
231.5
. - - ' , . ,'. ' - ,. '- ...
EXHIBIT 6
PROPOSED
LAND USE
3.3 lakes
16 lakes
16.5 roadway
63 6 net lot
TOTALS
PERVIOUS/IMPERVIOUS COMPUTATIONS
DRAINAGE BASIN 2
PERCENTAGE
IMPERVIOUS
ACREAGE
IMPERVIOUS
1000
00
500
750
3.3
00
8.3
477
593
.. . -, ---. '-
EXHIBIT 7
ACREAGE
PERVIOUS
00
16
82
159
257
PERVIOUS/IMPERVIOUS COMPUTATIONS
DRAINAGE BASIN 3
PROPOSED
LAND USE
PERCENTAGE
IMPERVIOUS
ACREAGE
IMPERVIOUS
ACREAGE
PERVIOUS
3.2 lakes 1000 3.2 00
1 2 lakes 00 00 1.2
3 5 roadway 500 18 1 7
11.4 net lot 750 8.6 28
20 0 offsite 750 150 50
TOT ALS
286
107
, 'P ~ ' · '
EXHIBIT 8
URBAN RETENTION/DETENTION
VOLUME IV APPENDIX 3
MINIMUM REQUIREMENTS FOR WET DETENTION
IMPERVIOUS AREA
44 6 ".
DETENTION REQUIRED
1 115 INCHES/UNIT AREA
PROJECT AREA
533 000 ACRES
DETENTION REQUIRED
49 525 ACRE FEET
... - -... -' ,-- - -. -
EXHIBIT 9
URBAN RETENTION/DETENTION
VOLUME IV APPENDI> 3
MINIMUM REQUIREMENTS FOR WET DETENTION
IMPERVIOUS AREA
65 9 ,.,
DETENTION REQUIRED
1 647 INCHES/UNIT AREA
PROJECT AREA
85 000 ACRES
DETENTION REQUIRED
11 670 ACRE FEET
rVUTOTT ,,..,
URBAN RETENTION/DETENTION
VOLUME IV APPENDIX 3
MINIMUM REQUIREMENTS FOR WET DETENTION
IMPERVIOUS AREA
64 b Y.
DETENTION REQUIRED
1 615 INCHES/UNIT AREA
PROJECT AREA
39 300 ACRES
DETENTION REQUIRED
S 289 ACRE FEET
- y - .. - ..
EXHIBIT 11
CALCULATIONS FOR BLEED-DOWN DEVICE
V - NOTCH TYPE
RETENTION VOLUME
CONTROL ELEVATION
WEIR CREST ELEVATION
TOTAL HEAD
V - NOTCH ANGLE
24 80 ACRE FEET
8 00 FEET NGVD
9 00 FEET NGVD
1 00 FEET
161 38 DEGREES
~ -..' - - -~
EXHIBIT 12
CALCULATIONS FOR BLEED-DOWN DEVICE
I
V - NOTCH TYPE
RETENTION VOLUME
11 67 ACRE FEET
CONTROL ELEVATION
14 00 FEET NGVD
WEIR CREST ELEVATION
17 3D FEET NGVD
TOTAL HEAD
3 30 FEET
V - NOTCH ANGLE
16 51 DEGREES
EXHIBIT 13
CALCULATIONS FOR BLEED-DOWN DEVICE
V - NOTCH TYPE
RETENTION VOLUM~
CONTROL ELEVATIO~
WEIR CREST ELEVATIO~
TOTAL HEAD
V - NOTCH ANGLE
5 29 ACRE FEET
8 00 FEET NGVD
9 50 FEET NGVD
1 SO FEET
SO S6 DEGREES
~ . ~ . .
EXHIBIT 14
CALCULATIONS FOR BLEED-DOWN DEVICE
V - NOTCH TYPE
RETENTION VOLUME
CONTROL ELEVATION
WEIR CREST ELEVATION
TOTAL HEAD
V - NOTCH ANGLE
10 87 ACRE FEET
8 00 FEET NGVD
9 00 FEET NGVD
1 00 FEET
139 00 DEGREES
~ ~ . . .. .
EXHIBIT 15
CALCULATIONS FOR BLEED-DOWN DEVICE
V - NOTCH TYPE
RETENTION VOLUME
CONTROL ELEVATION
WEIR CREST ELEVATION
TOTAL HEAD
V - NOTCH ANGLE
14 18 ACRE FEET
14 00 FEET NGVD
17 30 FEET NGVD
3 30 FEET
20 00 DEGREES
-. . .
EXHIBIT 16
CALCULATIONS FOR BLEED-DOWN DEVICE
V - NOTCH TYPE
RETENTION VOLUME
CONTROL ELEVATION
WEIR CREST ELEVATION
TOTAL HEAD
V - NOTCH ANGLE
1 98 ACRE FEET
B 00 FEET NGVD
9 SO FEET NGVD
1 SO FEET
20 00 DEGREES
y .' . . y-
EXHIBIT 17
POTENTIAL SOIL ABSTRACTION
DRAINAGE BASIN 1
total drainage basin area
undeveloped area (pervious)
developed area (pervious)
aver~e depth to wet season ground water
533.0 acres
115 1 acres
116.4 acres
+ 4.0 feet
(10.9) (115.1) + (10.9) (116.4) (.75)
s -
5330
s - 4.14 inches
EXHIBIT 18
POTENTIAL SOIL ABSTRACTION
DRAINAGE BASIN 2
total drainage basin area
developed area (perviousl
average depth to wet season ground water
85.0 acres
25 7 acres
+ 4.0 feet
(10.9) (25 7) (.75l
s -
850
s - 2.47 inches
EXHIBIT 19
POTENTIAL SOIL ABSTRACTION
DRAINAGE BASIN 3
total drainage basin area
developed area (pervious)
average depth to wet season ground water
39.3 acres
10 7 acres
4.0 feet
(10.9) (10 7) (.75)
s -
39.3
S - 2.23 inches
~ . . - ~ '
EXHIBIT 20
PROJECT NAME DRAINAGE BASIN 1
**STAGE - CUMULATIVE STORAGE CALCULATIONS**
VERTICAL STORAGE AREAS
AREA NUMBER - 1
STORAGE AREA 48 50 ACRES
STARTING STORAGE ELEVATION 8 00 FEET
AREA NUMBER - 2
STORAGE AREA 6 DO ACRES
STARTING STORAGE ELEVATION 9 SO FEET
AREA NUMBER - ...
~
--
STORAGE AREA 115 70 ACRES
STARTING STORAGE ELEVATION 12 00 F::=C~
~~I
LINEAR STORAGE AREAS
AREA NUMBER - 1
STORAGE AREA 9 70 ACRES
LINEAR STORAGE FROM ELEV 8 00 FEET TO ELEV 12 00 FEET
VERTICAL STORAGE FROM ELEV 12 00 FEET ON UP
AREA NUMBER - 2
STORAGE AREA 16 10 ACRES
LINEAR STORAGE FROM ELEV 9 00 FEET TO ELEV 12 00 FEET
VERTICAL STORAGE FROM ELEV 12 00 FEET ON UP
AREA NUMBER - 3
STORAGE AREA 99 00 ACRES
LINEAR STORAGE FROM ELEV 9 00 FEET TO ELEV 2S DO FEET
VERTICAL STORAGE FROM ELEV 2S 00 FEET ON UP
AREA NUMBER - 4
STORAGE AREA 9 20 ACRES
LINEAR STORAGE FROM ELEV 12 00 FEET TO ELEV 18 00 FEET
VERTICAL STORAGE FROM ELEV 18 DO FEET ON UP
AREA NUMBER - S
STORAGE AREA 52 90 ACRES
LINEAR STORAGE FROM ELEV 12 00 FEET TO ELEV 22 00 FEET
VERTICAL STORAGE FROM ELEV 22 DO FEET ON UP
EXHIBIT 21
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.................. .....
EXHIBIT 21
PROJECT ~AMEI DRAINAGE BASIN 2
**5TAGE - CUMULATIVE STORAGE CALCULATIONS**
~
VERTICAL STORAGE ~REAS
AREA NUMBER - 1
STORAGE AREA 3 30 ACRES
STARTING STORAGE ELEVATION 14 00 FEET
AREA NUMBER - 2
STORAGE AREA 0 70 ACRES
STARTING STORAGE ELEVATION 20 00 FEET
LINEAR STORAGE AREAS
AREA NUMBER - 1
STORAGE AREA 0 90 ACRES
LINEAR STORAGE FROM ELEV 14 00 FEET TO ELEV 20 00 FEET
VERTICAL STORAGE FROM ELEV 20 00 FEET ON UP
AREA NUMBER - 2
STORAGE AREA I:. 10 ACRES
LINEAR STORAGE FROM ELEV 18 00 FEET TO ELEV 21 00 FEET
VERTICAL STORAGE FROM ELEV 21 00 FEET ON UP
AREA NUMBER - 3
STORAGE AREA 27 70 ACRES
LINEAR STORAGE FROM ELEV 18 00 FEET TO ELEV 27 00 FEET
VERTICAL STORAGE FROM ELEV 27 00 FEET ON UP
AREA NUMBER - 4
STORAGE AREA 3 00 ACRES
LINEAR STORAGE FROM ELEV 20 00 FEET TO ELEV 24 00 FEET
VERTICAL STORAGE FROM ELEV 24 00 FEET ON UP
EXHIBIT 22
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O~
t- ~
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...J<(
CJO"-r--oqf'f'CJCJ
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-N
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ZW
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l!l Wn:: OOCJOO-N..;:t
<: :><(
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t-
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n::W
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t-u...
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--..........NNNN
EXHIBIT 22
PROJECT NAME DRAINAGE BASIN 3
**STAGE - CUMULATIVE STORAGE CALCULATIONS**
VERTICAL STORAGE AREAS
AREA NUMBER - 1
STORAGE AREA
STARTING STORAGE ELEVATION
AREA NUMBER - 2
STORAGE AREA
STARTING STORAGE ELEVATION
LINEAR STORAGE AREAS
AREA NUMBER - 1
STORAGE AREA
LINEAR STORAGE FROM ELEV
VERTICAL STORAGE FROM ELEV
AREA NUMBER - 2
STORAGE AREA
LINEAR STORAGE FROM ELEV
VERTICAL STORAGE FROM ELEV
3 20 ACRES
8 00 FEET
o 20 ACRES
12 00 FEET
1 00 ACRES
8 00 FEET TO ELEV 12 00 FEET
12 00 FEET ON UP
27 00 ACRES
12 00 FEET TO ELEV 14 00 FEET
14 00 FEET ON UP
STORAGE (A-F)
VERT VERT LIN LIN
STAGE AREA AREA AREA AREA TOTAL
(FEET) 1 2 1 2 (A-F)
8 00 0 0 0 0 0 0 o 0 0 0
9 SO 4 8 0 0 0 3 o 0 5 1
10 00 6 4 0 0 0 S 0.0 6 9
12 00 12 8 0 0 2 0 o 0 14 8
14 00 19 2 0 4 4 0 27 0 50 6
16 00 2S 6 0 8 6 0 81 0 113 4
EXHIBIT 23
PROJECT NAME
DRAINAGE BASIN 1
**OUTFALL STRUCTURE RATING**
V-NOTCH ANGLE
V-NOTCH INVERT ELEVATION
WEIR LENGTH
NUMBER OF WEIRS
WEIR CREST ELEVATION
OUTFALL PIPE LENGTH
OUTFALL PIPE DIAMETER
MANNINGJS JNJ
NUMBER OF CULVERTS
PEAK TAILWATER ELEVATION
139 DO DEGREES
8 DO FEET
-0 00 1 NCHES
2 0
9 DO FEET
100 00 FEET
48 0 INCHES
o 024
2 0
8 00 FEET
STATIC LAKE ELEVATION
8 00 FEET
STAGE WEIR PIPE RATING
(FEET) (CFS) (CFS) (CFS)
8 00 0 00 0 00 0 00
9 00 14 82 106 74 14 82
10 DO 29 65 150 95 29 65
12 00 46 88 213 48 46 88
14 00 59 30 261 46 S9 3D
16 00 69 53 301 90 69 S3
EXHIBIT 24
PROJECT NAME
DRAINAGE BASIN 2
**OUTFALL STRUCTURE RATING**
V-NOTCH ANGLE
V-NOTCH INVERT ELEVATION
WEIR LENGTH
NUMBER OF WEIRS
WEIR CREST ELEVATION
OUTFALL PIPE LENGTH
OUTFALL PIPE DIAMETER
MANNINGJS IN}
NUMBER OF CULVERTS
PEAK TAILWATER ELEVATION
20 00 DEGREES
14 00 FEET
o 00 INCHES
1 0
17 30 FEET
bOO 00 FEET
3b 0 INCHES
o 024
1 0
14 00 FEET
STATIC LAKE ELEVATION
14 DO FEET
STAGE WEIR PIPE RATING
(FEET) (CFS) (CFS) (CFS)
14 00 0 00 0 00 0 00
1b 00 2 49 19 68 2 49
17 30 9 b7 25 29 9 b7
18 00 12 37 27 84 12 37
20 00 17 97 34 10 17 97
22 00 22 20 39 37 22 20
24 00 25 74 44 02 25 74
2b 00 28 85 48 22 28 85
EXHIBIT 25
PROJECT NAME
DRAINAGE BASIN 3
**OUTFALL STRUCTURE RATING**
V-NOTCH ANGLE
V-NOTCH INVERT ELEVATION
WEIR LENGTH
NUMBER OF WEIRS
WEIR CREST ELEVATION
OUTFALL PIPE LENGTH
OUTFALL PIPE DIAMETER
MANNINGJS JNJ
NUMBER OF CULVERTS
PEAK TAILWATER ELEVATION
20 00 DEGREES
8 00 FEET
o DO INCHES
1 0
9 50 FEET
400 00 FEET
24 0 INCHES
o 024
1 C
8 DO FEET
STATIC LAKE ELEVATION
B DO FEET
STAGE WEIR PIPE RATING
(FEET) (CFS) (CFS) (CFS)
8 DO 0 DO 0 DO 0 00
9 SO 1 35 7 13 1 35
10 00 1 90 8 24 1 90
12 00 3 30 11 b5 3 30
14 00 4 26 14 27 4 26
lb 00 5 04 lb 47 5 04
. .. - "
EXHIBIT 26
PROJECT NAMEJ DRAINAGE BASIN 1
*** 5CS RUNOFF~ FLOOD ROUTING
3
YEAR STORM
RAINFALL = .~ 5 JNCHES 24 HOUR DURATION STORM
TIME RAIN RUNOFF RUNOFF
HR IN IN AF
o DO 0 00 0 00 0 00
5 00 0 40 0 00 0 DO
10 DO 1 38 0 07 2 93
10 50 1 54 0 10 4 65
11 DO 1 75 0 17 7 44
11 25 1 91 0 22 9 97
11 50 2 07 0 29 12 79
11 75 3 17 0 85 37 64
12 00 4 26 1 56 69 22
12 25 4 50 1 72 76 60
12 50 4 74 1 90 84 37
12 75 4 86 1 99 88 43
13 00 4 99 2 08 92 53
13 50 5 17 2 22 98 64
14.00 S 32 2 34 103 73
16 00 5 72 2 65 117 69
19.00 6 07 2 93 130 13
24 00 6 50 3 28 145 63
INFLOW TOT Q DISCH STOR STAGE
CFS CFS CFS AF FT
o 00 0 0 0 0 0 0 8 00
o 00 0 0 0 0 0 0 8 DO
o 56 3 5 1 0 3 3 8 07
o 75 5 4 1 7 5 7 8 11
1 02 8 5 2 8 9 4 8 19
1 25 11 2 3 9 13 1 8 26
1 49 14 3 5 2 17 3 8 35
6 45 44 1 14 4 46 4 8 97
12 74 82 0 25 2 92 4 9 70
13 09 89 7 29.8 112 3 10 02
13 45 97 8 31 9 132 8 10 26
13 60 102.0 33.6 149 8 10 46
13 75 106.3 35.4 166 9 10 6b
13.92 ~12 C 37.2 185 5 10 88
14.03 117 8 39.0 203 0 11 09
14 09 131.S 41.2 224 4 11 34
13 72 143.8 42 8 240 2 11 53
12 89 158 5 43 9 250 7 11 65
EXHIBIT 27
PROJECT NAME DRAINAGE BASIN 2
*** SCS RUNOFF & FLOOD ROUTING
3
YEAR STORM
RAINFALL = 6 5 INCHES 24 HOUR DURATION STORM
TIME RAIN RUNOFF RUNOFF
HR 1 N 1 N AF
o DO 0 DO 0 DO 0 DO
5 DO 0 40 0 DO 0 00
10 DO 1 38 0 24 1 67
10 50 1 54 0 31 2 21
11 DO 1 75 0 42 2 99
11 25 1 91 0 52 3 66
11 50 2 07 0 62 4 36
11 75 3 17 1 39 9 87
12 DO 4 26 2 26 16 13
12 25 4 50 2 48 17 54
12 50 4 74 2 68 19.01
12 75 4 86 2 79 19 76
13 00 4 99 2 90 20 53
13 50 5 17 3 06 21 66
14 00 5 32 3 19 22 59
16 00 5 72 3 55 25 14
19 00 6 07 3 87 27 38
24 00 6 50 4 26 3D 15
INFLOW TOT Q DISCH
CFS CF5 CFS
o DO 0 0 0 0
o DO 0 0 0 0
o DO 1 7 0 6
o 00 2 2 0 7
o 00 3 0 1 0
o 00 3 7 1 2
o DO 4 4 1 5
o 00 9 9 6 5
o DO 16 1 12 7
o DO 17.5 13 1
o DO 19 0 13 5
o DO 19 8 13 6
o 00 20 5 13 7
o DO 21 7 13 9
o 00 22 6 14 0
o DO 25 1 14 1
o 00 27 4 13 7
o 00 30 1 12 9
STOR STAGE
AF FT
o 0 14 00
o 0 14 DO
1 6 14 45
2 1 14 60
2 8 14 82
3 5 15 00
4 1 15 20
9 6 16 72
15 6 18 13
16 8 18 26
18 0 18 39
18 4 18 44
18.9 18 49
19 5 18 55
19 8 18 59
20 0 18 62
18 8 18 48
16 1 18 19
EXHIBIT 28
PROJECT NAME DRAINAGE BASIN 3
*** SCS RUNOFF & FLOOD ROUTING
3
YEAR STORM
i
~AINFALL = 6.S INCHES 24 HOUR DURATION STORM
TIME RAIN RUNOFF RUNOFF
HR IN IN AF
o 00 0 00 0 DO 0 00
5 00 0 40 0 00 0 00
10 00 1 38 0 28 0 91
10 50 1 54 0 36 1 18
11 00 1 75 0 48 1 57
11 25 1 91 0 58 1 90
11 50 2 07 0 69 2 2S
11 7S 3 17 1 50 4 91
12 00 4.26 2 41 7 89
12 25 4 SO 2 61 8 56
12 SO 4 74 2 62 9.25
12 75 4 86 2 93 9 61
13 00 4 99 3 04 9 97
13 SO 5 17 3.21 10 SO
14 00 5 32 3 34 10 94
16 00 5 72 3 71 12.14
19 00 6 07 4 03 13 19
24 00 6 SO 4 42 14 49
INFLOW TOT Q DISCH
CFS CF5 CF5
o 00 0 0 0 0
o 00 0 0 0 0
o 00 0 9 0 2
o 00 1 2 0 3
o 00 1 6 0 4
o 00 1 9 0 5
o DO 2 2 0 6
o 00 4 9 1 3
o 00 7 9 2 1
o 00 8 6 2 2
o 00 9 3 2 3
o 00 9.6 2 3
o 00 10 0 2 4
o 00 10 5 2 5
o 00 10 9 2 5
o 00 12 1 2 7
o 00 13 2 2 7
o 00 14 5 2 8
STOR STAGE
AF FT
o 0 8 00
o 0 8 00
o 9 8 25
1 1 8 33
1 5 8 44
1 8 8 54
2 2 8 64
4 8 9 42
7 7 10 21
8 4 10 37
9 0 10 54
9 3 10 61
9 6 10 69
10 1 10 80
10 4 10 89
11.2 11 08
11 6 11 18
11 7 11 22
EXHIBIT 29
PROJECT NAME DRAINAGE BASIN 1
*** SCS RUNOFF & ~LOOD ROUTING
25
YEAR STORM
RAINFALL = 12 0 INCHES 3 DAY DURATION STORM
TIME RAIN RUNOFF RUNOFF
HR IN IN AF
o 00 0 00 0 00 0 00
12 00 0 88 0 00 0 02
24 00 1 75 0 17 7 49
36 00 3 02 0 76 33 81
48 00 4 31 1 59 70 59
53 00 5 05 2 13 94 75
58 00 6 86 3 58 159 03
58 50 7 15 3 82 169 76
59 00 7 54 4 15 184.24
59 25 7 84 4 41 195 68
59 50 8.14 4 67 207.21
59 75 10 16 6 47 287.28
bO.OO 12 18 8 32 369 47
60 25 12 62 8 73 387.83
60.50 13 06 9 14 405 75
60 75 13 28 9 35 415 24
61 00 13.51 9 56 424 75
61 50 13 85 9 68 438.78
62 00 14 12 10 14 450 34
67 00 15 52 11 46 508 94
72 00 16.31 12 21 542.49
INFLOW TOT Q DISCH STOR STAGE
CFS CFS CFS AF FT
o 00 0 0 0 0 0 0 8 00
o 11 0 1 0 0 0 1 8 00
o 89 8 4 2 2 7 4 8 15
2 48 36 3 9 1 30 6 8 61
6 62 77 2 17 5 60 8 9 18
8 68 103 4 23 4 85 1 9 58
13 48 172 5 33 8 151 1 10 48
13 88 183 6 36 1 174 2 10 75
14 48 198 7 38 9 201 7 11 07
14 99 210 7 41 5 227 3 11 37
15 50 222 7 44 1 253 4 11.68
18 51 305 8 48 8 351 0 12 31
19.89 389 4 51.6 452 1 12 75
20.16 408 0 52 6 489 5 12 92
20.43 426.2 53 6 526.8 13 DB
2055 435.8 54 4 555 7 13 21
20 b6 445.4 55 2 5B4 7 13 34
20 82 459.6 56.1 617.3 13 48
20 92 471 3 56 9 647 4 13 61
21 03 530 0 58 4 703 2 13 86
20 70 563.2 59 2 733 2 13 99
EXHIBIT 30
PROJECT NAME: DRAINAGE BASIN 2
*** SC5 .RUNOFF.:&. FLOOD ROUTING
25
YEAR STORM
RAINFALL = 12 D INCHES 3 DAY DURATION STORM
TIME RAIN RUNOFF RUNOFF
HR I N IN AF
o 00 0 00 0 00 0 00
12 00 0 88 0 05 0 36
24 00 1 75 0 42 3 01
36 00 3 02 1 26 9 07
48 00 4 31 2 31 16 40
53 00 5 05 2 96 20 94
58 00 6 86 4 59 32 51
58 50 7 15 4 86 34 40
59 00 7 54 5 21 36 93
59 25 7 84 5 49 38 91
59 50 8 14 5 78 40 91
59 75 10 16 7 70
54 56
60 DO 12 18 9 65
b8 33
bO 25 12 62 10 08
71.38
bo.50 13 Db 10.50
74 3b
bo 75 13 28 10 72
75 93
b1 00 13 51 10 94
77 51
b1 50 13 85 11 27
79 83
b2 00 14 12 11 54
81 73
67 DO 15 52 12 90
91.38
72 00 1b 31 13 b8
9b 88
INFLOW TOT Q DISCH
CFS CFS CFS
o 00 0 0 0 0
o 00 0 4 0 1
o 00 3 0 0 9
o 00 9 1 2 5
o 00 16 4 6 6
o 00 20 9 8 7
o 00 32 5 13 5
o 00 34 4 13 9
o 00 36 9 14 5
o 00 38 9 15 0
o DO 40 9 15 5
o 00 54 6 18 5
o 00 68 3 19 9
o 00 71 4 20 2
o 00 74 4 20 4
o 00 75 9 20 5
o 00 77 5 20 7
o 00 79 8 20 8
o 00 81 7 20 9
o 00 91 4 21 0
o 00 96 9 20 7
EXHIBIT 31
STOR STAGE
AF FT
o 0 14 DO
o 3 14 09
2 5 14 71
6 8 15 99
9 7 16 75
11 0 17 12
18 0 18 40
19 4 18 54
21 3 18 75
23 0 16 94
24 7 19 12
38 0 20 26
51 3 20 91
54 0 21 04
56 5 21 16
57 7 21 22
58 8 21.28
60 3 21 35
61 3 21 40
62 3 21 45
59 2 21 29
PROJECT NAME I ..DRAINA"GE BASIN 3
~ ,*** SCS RUNOFF.& ,f.LOOD ROUTING
25
i
RA1NFALL 'C 12.~ INCHES 3 DAY DURATION STORM
YEAR STORM
TIME ,RAIN RUNOFF RUNOFF
HR IN IN AF
o 00 0 DO 0 DO
12 00 0 88 0 07
24 00 1 75 0 48
36 00 3 02 1 38
48 00 4 31 2 45
53 00 5 05 3 10
58 00 6 86 4 76
58 50 7 15 5 03
59 00 7 54 5 39
59 25 7 84 5 b8
59 50 8.14 5.96
59 75 10.lb 7 90
60 00 12 18 9.86
60 25 12 62 10 29
60 50 13.06 10 72
cO 75 13 28 10 94
61.00 13 S1 11 16
61 SO 13 85 11.49
62 00 14 12 11.76
67.00 15 52 13 13
72 00 16 31 13 91
o 00
o 23
1 58
4 53
8 02
10 16
15 60
16 48
17 66
18 59
19 52
25.89
32 29
33 71
35 09
35 82
36 5S
37 63
38 52
42.99
45 55
INFLOW TOT Q DISCH
CFS CFS CFS
o 00 0 0
o 00 0 2
o 00 1 6
o 00 4 S
o 00 8 0
o 00 10 2
o 00 15 6
o 00 16 S
o 00 17 7
o 00 18 6
0.00 19 5
0.00 25 9
o 00 32 3
0.00 33 7
o 00 35.1
0.00 35.8
o 00 36 6
0.00 37 6
o DO 38 5
o 00 43.0
0.00 45 5
o 0
o 1
o 4.
1 0
1 6
2 0
2 B
2 9
3 1
3 2
3 3
3 5
3 7
3.7
3 7
3 7
3 8
3 8
3 8
3 9
3 9
STOR STAGE
AF FT
o 0 8 00
o 2 8 Db
1 3 8 40
3 6 9 07
S 9 9 72
7 3 10 10
11 7 11 22
12 S 11 42
13 6 11 69
14 4 11 90
15 3 12 03
21 6 12 38
27 9 12 73
29 3 12 81
30 6 12 88
31 2 12 92
31 9 12 9S
32 8 13 00
33 5 13 OS
36 4 13 21
37 4 13.26
EXHIBIT 32
..
,
,
PROPOSED FINISHBD FLOOR ELEVATION
100 YEAR -STORM BVBNT
AND
COMPARISON OF ROAD lit FINISBBDPLOOR BLEVATION5
OF PRBVlOUSL Y PERMITTBD PROJECTS IN THE VICINITY
PERMIT
NUMBER
MAP NUMBER
KEY
FLOOR
ELEVATION
ROADWAY
BLEV ATION
50-00595-5 54 12.25 14.60
50-00697 -5 68 11.00 13.50
50-00732-5 71 11.00 13.50
50-00931-5 95 12.10 14.00
PIA ELEVATION 11.00
At at meetine with SFWMD Staff on March 10. 1986 it was agreed that
finished floor elevations for the proposed development could be set at the
finished floor elevation of previously permitted projects. The proposed
project will sheetflow runoff into C-16 and B-4 at any stages above elevatio
14.0 feet NGVD
Proposed fmished floor elevation for this project is 14.5 feet NGVD
minimum. for Basins 1 & 3 and 22.0 feet NGVD for Basin 2.
EXHIBIT 33
..J _.1
J