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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 $500 (Check No 2627) for the review of this Notice of Proposed Change / Master Plan Amendment No 12. Also enclosed is a Traffic Analysis prepared by Pinder, Troutman Consulting, Inc., dated August 7, 2001 For your convemence, also enclosed are reduced the copies of the revised Master Plan. Two (2) SIZeS are enclosed, 11" X 17" and 81/2" X 11", one (1) each. An additional ten (10) full SIZe Master Plan are provided for your use. any questions, please contact me at 561-740-2447, ext. 16. . lica, P .E. Vice Pres nt Director ofEngmeering Enclosure cc: Douglas MacDonald, Quantum Limited Partners, L.C (w/enel.) Mr David B. Norris, Esq" Cohen, Chernay, Norris, et al. (w/enel.) c: QLP/correspondencelMichael Rumpf-Mstr Plan Amdmnt,doc 2500 Quantum lakes Dnve, Suite 101 Boynton Beach, Fl 33426 (561) 740-2447 . Fax (561) 740-2429 e-mail: quantgrp@qgc.cc 4 \\ \ \ I \ \ b \ i \ \ ~ t , , ~ ~ \11 \~i \ \ ~ ~ ~ \ ~ n. i \ II' a ~ l \~ \\ii ~ \ ,~~~~~~~~~~~~ ~!" i ~';SllJll~S."lI11 ~~~ '1_ -1 ... Q L...--r-, lrl!l!!!'''~ IIII 1I:,..,tI \ "'.""\,\0\\ 1 l!:oo~b ~ o. 0 ! i 11 \ ... \ <,... ....."". - ~NI/l.~ 7l~ \ . . 11 5 ~ \ 1 . . .. ~ ~ ~ . t lill 2\\ t . i 11 l ; .. \ ~ b ~ \ i ~ :$ ~e - I '........3 "'.1", ~ \ ]Io.'1~ ,\\ l\ ' , ' \ 1 ;. i~\\ \ \\\ \ .1" , \,," i '\ ,l , \ i ~ \ i ~l\ \' 1;:. 1;: 11 1I t \. t it\ 1;: ~ H \ i ~i ~H \ \ n \ i i\\\hh\n\\ . " . . ---~-----_.-----~_._... ---~ --,-~----.- ~~.QUAlj~TUlv\ ..,=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 'I" ".' ,. .. II" D ~ i i L' . \~~,--,-,~ ~ -11W'O I PL~~m;NG ,vm 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' ~ ~'^-' ~. No 1'2.. NOll.. QU~vu\ ?~~ 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 /, (J 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. lenc B~l\"d. 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'" ~ E ~8 u ..... ~~ ::So -..s::: Clio OIl 0 s:::"<I" :.a~ '0'0 tU ::s E'O s::: -g .;; s::: > .- 0 E~ Q) ~ <a) ~ '00 ~~ E ~ ...... ..... ~< E 6 tU 0 .~ Ii: ~ ~ ]0 '" ~ ~.5 tU'O ftl= ~&l Q) Q) ~~ r- o o "0 M i 1l ~ .,8 os c '~ ... t) '2 .,g os "t 9 ;! o OJ = I 's ;:l E ~ - .. Qo ~~ 00 "'- 00 IJ.l '" E-<-N o Z 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 o o o 2 o 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 o o o o o 26 o o 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 o o o o lL::> o o o 14 152 RT 87 87 89 o 20 o o 30 o o o 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 ~~1b~~ ..'- .l",~" " . ;~:" ~~~::.~l')..-~, ...~' J r' ,.;1'1' -'s",.,.,'t? c- ~.- ~il" . ~t~. t7 ~~? '~\ . -;;l(.'1" ;,,~~~<,~ .....;~~i'r ~ ~: J ~ir~;~'- , ..::J,~~.. -'\~.( u:.: , :-_-~'oJ.'!".' w'....__,... - -. 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 L. ~ ~~;~, F.,....,.:.r-. ~-.?~..... r'" ~'!i..'r.Z'i~ _ ~'!{ ~.i, ,...... ':1< C<".{~ ,~ i!t:!i. ." '4ii' · --h "",.\1':1'. ' j~ ~\~:7~;,: ~..~~ ~'. ~~~-4." ;~~~~~ '.'.~.:."'" , . -. 'tt.\f..r,' t: ~:*,,(i:.; .r; ~!;,~,~ 'I.' ~$ {-, ; .~ ~ l' .........;..1- ..'!:'......~. _~~l"..-i > ('oi'~U ~~,,," eN\.. e4< \\' ,(\ ~j-f\) '{,~/ ,~ Request for FI('allnspectlon FIl'ld tnqmcefl/1g D,VISion /?'7'e! (j) ~ff!.g) ~'? DJ[~ .;< -,>"1; r'111.11ln')p~L, H l\l.'qUl~Jt('d f3y -J,~~ ~ ,') 1tcL<~- ~ {... -.,i............... L (01 lit; _..L!- Sectlon(s) ,,, ,1 )c ...( Twp ~ J , tr s-.__ Rge '13 PrOI~1.. N Jn1e . f LI.. A-.. f r"l- ""'t )Ja...-~ ~ )J/.,f ~ ' I), nll t No cr.?-.!.J/S-P 3- s /kft ..,..../ ~,7F 'J %,,~-/) f 1/207F })!~1..~ ProJect Englnl.ler .,.-,7.. ~~ CertificatIon letter ReceIved) Yes ./ No - As Budt" DraWings Received" Yes Nc ?7t~ P/.....&-) ~JJ~ ,~) 73r1- )!~/( (Ll!.. r f Area Engineer ~ .";-'':r~~ ~D(, Field RepresentatIve 2. ~ql Ftnallnspection Report Date of F,nallnspectH..Hl \....-e","'\.",\ _-\f~D...-... 11..1) l r..<'\... ..aR.... .,'t\~ TN 'n'l.....'\-A -\f'''''''''l''' ~\.u...., -...._ J>(t, 1.2.')r 1 ~S' T~.J. ,~ ~~..u...,. > tl~ .......... \ '.. I" ~ ,kU',\ ~1\~ S.. on<Y'.l.~ -- .5:nQ/;{' I' j,/ee'~'1 u/d~ dtScKSSed W/<;;,/hct~~ . M -5:.4'/c/ pec:~&"..se 7jeT~ / .F dlVlch /tI'Jer .In;'.'? c>f ICJlkJ j?T'.oy/ded //7 /h; /,n:;ec( 7111 w/I~///d .::.?""ealp /Tny I'YL7J,kn".;k ~h" ~'a'/t! -/Aere t1/}d~Pf o~tI /~C7/Y/ rO<<~-'!.,9 c.4kkl:t.;;~, ~ CCln;;;'n~<,./ /bl.$. ~ Hhll C-d/J;-;J'n1 fh/f ,1~' wr/"?nq. v '}:.'J /.I / /~ me t'l'lql/l~eT ~ eel' t;;c..~r/~'/ tlnd ~Hb/?////ed tb-bNI/J #trN.J/n4'$ Q'dd P:5-'&'/# / v LZld:~Ier' dr-d//Jd.je ph/J5 (CjfJ/~~ .:z.4t?C"he/ 10 741'1.i~/"1',f':s/~"" $l-1h'" $jI~/t!'!"'" -IO-r- -/fie enhr~r' _'57& -3 a<r~ OTV/~....-.,t.(I"cIH~/>> on~51k. fedoR' -h/J;f%,,)~ 67.111 tZr!ll- ~ ~- ~ v and 3 L)"~h'--'~ ~I-r..." t({. tt~S anI wl'4 ~ leAl rn' bacleb,w.. ro,,((i.v~' ~ CD,/~fn..rt~-I--t" /" ~"&bs/.,yn I' ont t:W'1~ ~,y ,oe,..~ ~ ~~ (;. ~. RL21fh//~ ;'~""'5,I-/"hVuffa.n/k8",/I) r! C..sa, !:zlff~"%-:::J!.i.JJn ~ , ~~ ~'<"..... i \4...... P ,,,~ t< So - o,~o~ .s .L\'s\1i ~"'t ...\ .."'\ ~ c\:\,.v c It L hl14 hd/ ///sl'ec k..." .8,/ SFwt1D _...."f/~ ~~~@"f@) 4''JIa,. ~_ \s 0\ " - i'i \'4 1.<> - ., IS'- (. '\.. '~ ,i' 1 2.~' "-J'" .1 ~r Th k/c/ ~jfe/v'qh~ rJ~ ~/~e~;zO pJ~ 6k~/~ //) .5ffKC!tO't' ffi,'!JJ ~t!Z:1 /JeeA btu4'(ako~~ "".r#;fI~ f/Cc.- jle"'''III~d) hl#c/; .$Q)a;e ~. ~;1 ~/// b~ brt:7~~h/ ,td 71e eI!JIJ'Je~(':J PIlt:'dh07/. /!f,weveJ"", 7'he e//ec../~ o~~~ .3'mQI/e,y !?leeckr ~/ce, due ~ "n~~ch b~.J1er arOL o/' j'YPYltkcl ;{r)e5 /v//J//I 7Ae .fJn:!J~1' a:.rc~ J h?q nd~ .Ilat,'e /}()~c~,/c-- ?Lk~Y5~ t"*cl:. O/} -:/.(~ fldc/cI ,P',.okd/~-r I~ye/ c;lr --I'A~, ;-1r5'ed _?-G~~~ ':l - db - 97 -01 :t" ~~ ~~~":~fi~r:'><, ,_..,~' ~ ~".~.>\~,f~l&""'"~,, _.i:" EnvIronmental Resource/Surface ~Yater Jvlanagement Permll ConstructIOn CompletJon/Construcllon Ct!rtificatlOl1 /1;ye (4) ar~ tr ,o~ 0111 0....' l-- TO SOtJTH FLOR-IDA \\ A TER MANAGEMEl'-a-r DISTRICT Field Englneenng DIvISIon .PLase see page 2 of 2 I ... ()~ V 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$.oP.;::t!L~ I HEREBY NOTIFY 1HE DISTRICT OF lHE COMPLETION OF coNsnwcnoN OF ALL TIlE COMPONE,1>ITS OF lHE SURFACE WA'Il:R MANACIMINT FAcn.nn:.s fOR TIlE ABOVE RIFERE.Ncm PROJECT AND CERTIFY 1HAT THEY I!.~VE BUN CONSTRUCIlD IN SUBSTANTIAL CONFORMANCE WTIlIlHE r'UNS AND SPECIFlCA110NS PER.MrITm BY THI: DISTRICf (A COPY OFlHE APPROVID PERMIT DRAWINGS IS ATTACHED WIDI D[VIA nONS NOTtD, IF APPUCABUJ. 'ZY A mx MY S!:At nus .:L''''lu Y OF P <':"P, .. 2Z ~~~~ ./ En&lnccr'. S'I".ru~ and SuI _ ~H7/A6-0 .#&A't/~/ /]e. #-/3o~7 Name (PIca.sc Print)'" FLA~ R.ccbtnrion ~. r page 1 of :! - ~.i" .L. , ~ ". " .""c.': ~~", ,i,~~\.~~' }>{l.~r4:~i,: 'eo".. 'L,t,1li,~.'.,l.~.~ .'-":.( ~~.~L<.~-~'IOt., !______,~ !,:. '\. ~,..... ''''~'''~ ~".,U' 6 - 0" - I I ! I ':4- . 11 (:) t , , lI'I I 11 ~ / R!.ie @) ~ r(fj2 - /l-Yr::!:. ~. ~-l I L_ _, -I L JI '.' PLAN STRUCTURE MJ.. 2 I'tfOIIIDE - -...... I- MMOVEABLE GRATE " ~ BUILT- 1$.08* ~ BUILT- 14.20 6 1 ~s 8L1ILT",9.58 9' D TOP OF.V" SHAPED NOTCH ~ BUILT' 8.28 C MAlNTAIVED WATER na AND 8OTTrJMOF.VHSHAPED NOTrN al/TFALL MIDlr . ~ fi ~'\ "i(J.~\ ~) yA ':4$ BUILT" 4" 39 AS 8UILT"5.JI Seer/ON ~~~. STRtICTlJRE NO. 2 ~ EL EV PAINTED ON STRUClVRE ~'r :;~ . 1>.; :'. ,~il~'; .;." ~....-~ 1"""'"'\ .... .~ .i.,~ - "<~.','" ,~-,"ft~'~'-~''''''''~' ~"...... ~ .~ __. -...11 ..~...""'!f'1'o......v ,.....~...:........ ........._.. ~~~ I I I 1../7, ' :-.:') ~(q, Cl:V ~ --;770-- ,~c< -A " -.;: = W\ L__ '0 l\, 1 \J Ii? Pt..AN STRUCTURE M) I PROvt<< ~ -.......... t.. MN~rA<<E 61fAT'C ........1 ""L()C1tlNtl DntCC if( ~ BUlLr- IS.08 -AS BUlLr- 14.20 $1 .L-_ L- S! If ...~ ~ 8lJILr- 11.48 ,I I' ./ "'i ,: '" -1,- ,,,,," ALU"INIIM PLATE "JtED IN 'LAC~ tilTH SrRC/CTU"A~ ALlIMlIN1I SrvnMRS ~ UEVATtON '" M/CO;-IM1 ALUIiWIJItII'f.ATE -V,,"ALUMINUM PLATE ,,/TN SnFF'OICR$ /IISeR ClIAAIf4t.S roM MJt.TED TO STRUCTuRE '-Al.LS "I..? TOP CY.V" SHAPED NOTCH ~ BUILr' 1J(}8 C MAlNTAIWEO WATER €LEV ANO sorrollCY.V SHAPED NO~N y .4 OVT'F'AI... L "'VERT , ~t; ~ 'I 'V ,,\ ~ ~s 8t.1I.r- Z $0 SEer/ON ~'!-j:" STRUCTURE NO. I -, - .;jI EL EV PAINTED ON STRUCTURE ~- ,- ~ --;-;='\"" "tf" Z '~' ." ,~..h,1 < ~ ",tf<~:\St ,;t"' '~~!1 ,jot ;,~,~~\' ,,,(" ~~... ll(~~ 'it'.. ' , ~ _ij ~.,;~, , -.:.....~ .~ __ 4 t~lcl1Jt!i-. I:' --'t~J t:-y~~ :~~~ .'_ ~~. ..*,:~t',!^' -;r ~ NUS"" ,'.' ..." ,\ ,..I . '(;I:IoU:Il.... I~(' CO"IU~ ""0 ("0'''11111 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 }1 \~~ ~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) !R/jh '.' It . , ,~ ~ : '. > ~.'8 ....... 01 s..c-..~ u-g. Mc:MwnIn C, Stanley WMwr K_, Dell ,.~ Wl"1Im 0. WIn'" '-.- ......... 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.~@ . ~ ...., ". .... F: H,- '". Mr Enrico Rossi. P E Rossi & Malovasi Eng 580 Village Blvd. Suite 140 West Palm Beaell, FL 3340~-1904 f-cS 0 5 199. ~~c;; ... :., " 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 o.r., IMcIl & -. 111__ "-1313 . &00,"_ 8McI\ & We.. ,..... 8Mc" 1U-3a:5 i , , \ , .~. ~~ ~i:: 11.) l~ Q~ QO ~ ~I.) . P d!\\ 1I)\I.l~ \ \ \ . .. o~~ '\ \\ \ H ''l n.. ~ \1 \ \~ ','\\ \\ ~~~ \\ i\ - \l....,.~ \\ 0 e:;Z: ,\ \il\@\'\~ ~~\l... "r _....0 ~""II) ~ ;Z:'i ~Q\~ ~ ce _ll \O..~Q ~ i,\ ~ \;\ ~ ,\1 ~~ \;'1 I.l.:. n.. 'lit;.. ~~ ,\\~ \I.l~ ;,t ~~t ~~\\ 'e Cl::.Cl::. ~~~ \ , , , t~h ' t ;\ ij \ \\ \ ~\ i~i t' \ \ \\\ il ~ \ ~l \\ \ \i '\ tIt \\\ ~\ \ \.. ~.\\\; , \\ \~ i ,\ '" ,'a \ . a" ,,' ~ t' t t 1\ a \\\ ,\~\ i ~ ,~ i\ \" ,\ \, \ ~ i\; t ~,t \ l .Ii I, l\ , '.1 a, ~\ '! ~ '~a '.i\' \1.' V" \,\~ \ i\ , t ~il i~ \ \ \\ a,' \ 'lll \ \\~t\\\\\\\\\\\\ \'l'l\i~\\a\~aa'~\~ ~,; . 6 j , ,.a ail. · Q. .. . . - 7L~ ----~~ =-- :;..--- - c::::::;:~ :;::::::.=:;--:::'-- ..-------....-...... ------ -----; J"fIII#1 --- ...... ~, '-, \ \ \ ' \\\ \ \ \ \ .~ ~" i..'.' " .to --- ------ ~------- ~ 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 ( , r I '""\ 1 / I, ,! r yt-- I' I Lr - '-'r , \ Jtv\.;.I~ , r ~ '-; l ('v).// ) \./..... {; c'" \l UJb~ \ 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 <L.... 1-, 0< I- ~ <I:Lf) ZW .....~ --.!<I: <I:-::t ZW .....Q: --.!<I: <I: 1"1 ZUJ -~ ...J< <N ZW -~ --.!<I: <I:...... ZW -~ --.!<I: ::J ,....... ...[} ....: u r_ O(t--ODLf)f',: -::t.....COI"'J-= .....Nf'-N ...... OODO..{lI"'J OOOOON .......;;t DDDD.....M DDDDI"1N ...... o 0"'" CO 1"1..{1 OOI"1f'-I'-...... Nf'-Lf) ..... DDf'-N-::t-.l) ODN-::t..{lm NIJ)lI) ON (t---::t CON D.........t(t--COCO ......rl1D ~<I:rl ODDD-::tlD ~W W~ DDDD......N ::><I: rl..{l N..;;t I.L I <I: ~<I:N DODO DO W ~W Cl We::: DO rllJ) I'-(t-- <I: ::><I: ......NI"1 ~ 0 ~ UJ ~<I:"'" Olf)DDDO ~W W~ DCOr--...t......CO ::><I: -::to'-O'-O'-CO .....cNrl WI- ClW <I:W ~I.L Ul~ DDDDDD DDDDDD lD(t--DN,q..{l .................. ..... 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 .....J~ <(u... ~I O~ t- ~ ~-.= ZW -0:: ..J~ <(rt) ZW -0:: ...J~ <(N ZW .....0:: ...J<( CJO"-r--oqf'f'CJCJ CJ...{J-..;:tNrt).....N --rt)f'rt)CJ -N CJCJCJOCJlf)CJC CJCJCJOCJ-...oN CJCJCJCJN...{Joqlf) CJCJCJCJ...ooqlf)lD Nlf)O"- CJCJCJO-rt)lf)r-- CJOOOoqlf)f'O'- .....Nrt) <(- CJrt)CDNf'lf)r>1..... ZW .....0:: OOO.....Noq"OCD -'<: 1L.. I <: I-<:N OOOOCJoqCDN W O::W l!l Wn:: OOCJOO-N..;:t <: :><( n::: 0 t- UJ 1-<:- 0..0 O'-NCDoqCJ...o n::W WD::: O...oOr>1 0--..0 M 0"- :><: ...............NMM Wt- l!lW <:W t-u... UJ~ CJOOOOOOO OOMOOOOO ...;:t...of'CDONoq...{J --..........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