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APPLICATION PROJECT NAME: Sterling Records Management LOCATION: North side ofS.W. 35th Ave. COMPUTER ID: I FILE NO.: NWSP 99-009 II TYPE OF APPLICATION: NWSP I AGENT/CONTACT PERSON: OWNER/APPLICANT: Steven E. Tate Sterling Records Management PHONE:561-392-1991 PHONE: 800-548-8979 FAX: 561-750-1452 FAX: 860-350-0743 ADDRESS: 7301-A West Palmetto Park ADDRESS: Rd., Suite 100A 128 Litchfield Rd., PO Box 3039 Boca Raton, FL 33433 New Milford, CT 06776 Date of submittalIProiected meetine dates: SUBMITTAL / RESUBMITTAL 5/11/99 1ST REVIEW COMMENTS DUE: 5/21/99 PUBLIC NOTICE: TRC MEETING: 6/22/99 PROJECTED RESUBMITTAL DATE: ACTUAL RESUBMITTAL DATE: 2ND REVIEW COMMENTS DUE: LAND DEVELOPMENT SIGNS POSTED (SITE PLANS): PLANNING & DEVELOPMENT BOARD 7/13/99 MEETING: CITY COMMISSION MEETING: 7/20/99 COMMENTS: S:\FORMSIPROJECT TRACKING INFO 67 CAULFIELD & WHEELER,INC. Consulting Engineers. Planners. Surveyors 7301 A West Palmetto Park Road, Suite 100A Boca Raton, Florida 33433 (561) 392-1991 LETTER OF TRANSMITTAL '14t-- ~U?O TO CITY OF BOYNTON BEACH DATE JOB# PLANNING DEPARTMENT 11/11/99 3612 ATTENTION: HANNAH MATRIS RE: STERLING RECORDS MGMT. WE ARE SENDING YOU . Attached D Under separate cover via D Shop Drawings D Prints . Plans D Samples D Specifications D Copy of letter D Change order COPIES DATE NO DESCRIPTION 4 R11/1/99 - LANDSCAPE PLAN - rev. per utility comment Sht. 1 4 R11/10/99 - ENG. PLAN - shtl,& 3- rev. per utility comment THESE ARE TRANSMITTED as checked below: . For approval D Approved as submitted o For your use o As requested D Approved as noted D Returned for corrections D Resubmit_copies for approval D Submit_copies for distribution D Return_corrected prints o For review & comment D D FOR BIDS DUE_ D PRINTS RETURNED AFTER LOAN TO US REMARKS Dear Ms. Matris - These plans have been revised per Pete Mazzella's comments during the review of the rectified site plan sets I submitted Oct. 21". These revisions refiectthe final corrections requested and the site plan should now be rectified. Please contact me sho you need anything further. Thank you for your assistance - SIGNED C: Joe Gambino Joe Hedges -, "'-~-- " JOB ''o~~'~:;-'' ,~ U CAULFIEW & WrlEELER, INC. 730l-A w. Palmetto Park Rd., Suite 100-A 60CA RATON, FLORIDA 33433 (561) 392-1991 SHEET NO. CALCULATED BY DATE CHECKED BY DATE SCALE & .$/w/. . c,,, J/I ~ , " 8f)qnflh $ch. V t:::-1"7 :,t.I A u,. s ~ ~ ~ - - - PROOUCT2041 (SmqleSheetsl2051 (Piddedl STERLlH<i RECORDS MflHfI<iEMEHT SITE COHCORREHCY TRflFFIC IMPflCT flHflL YSIS Prepared for T"E L1TC"FIELD COMPANIES. LLC Prepared by PINDER TROOTMAN CONSULTING. INC. 2324 Soath Congress Avenue. Suite 1" West Palm Beach. FL 33406 #PTC99. 7 4 July 19. 1999 \y~~ A"d~ Tm",m,", P.E. Florida Registration #45409 STERLING RECORDS MANAGEMENT CONCURRENCY TRAFFIC IMPACT ANALYSIS Introduction Pinder Troutman Consulting, Inc. has been retained to conduct a traffic impact analysis for a proposed warehouse development in the City of Boynton Beach. The purpose of this study is to determine if the proposed development meets the requirements of Article 15, Traffic Performance Standards, of the Palm 8each County Unified Land Development Code (ULDC). Site Data The site is located south of Golf Road and east of Congress Avenue, as shown on Exhibit 1, in Traffic Analysis Zone (TAl) 554. It is proposed to develop a 149,150 SF warehouse facility. Approximately ten percent (10%) of the proposed facility is ancillary office use. Access to the proposed project is via one (1) driveway connection to SW 35th Avenue, which connects to Congress Avenue. Year 2002 conditions were examined for this analysis. Existing (1998) Traffic Conditions Exhibit 2 provides the 1998 annual average daily traffic (MDT) volumes for the surrounding roadway network as compiled by the Metropolitan Planning Organization (MPO) of Palm 8each County. Peak hour traffic volumes were determined by applying a 'K' factor of 9.3% to the MDT volumes. These volumes are also shown on Exhibit 2 along with roadway lanes, levels of service (LOS) and the adopted LOS D service volumes. Project Traffic Trip Generation Section 10.8, Fair Share Road Impact Fees, of the Palm Beach County ULDC was reviewed to determine acceptable daily trip generation rates for the proposed project. The Institute of Transportation Engineers (ITE), Trip Generation, 6'h Edition was utilized as the source for peak hour trip generation rates. I'IC<)'i';'~ (I'}lort Exhibit 3 provides the daily, AM and PM peak hour trip generation data, for the proposed development. For Traffic Performance Standards purposes, based on the daily trip generation of 692, the Test 1 radius of development influence is one (1) mile. The Test 2 radius of development influence for the proposed development is the directly accessed link. Trip Distribution and Assignment A directional distribution was developed based on a review of land use patterns and existing travel patterns. Exhibit 4 shows the assignment of daily and peak hour project traffic as well as the project impact percentage (% of daily adopted service volume). Future Traffic Conditions Roadway Improvements A review of the Transportation Improvement Program (FY 1999-2003) from the MPO of Palm Beach County, adopted June 17, 1999, and the Palm Beach County Five Year Road Program, adopted February 2, 1998, was undertaken. Background Traffic Historic growth trends and Major Project traffic must be analyzed in the projection of future background traffic volumes. Historic growth data is provided on Exhibit 5 for the surrounding roadway links. Major Project data, compiled by Palm 8each County, was reviewed. No Major Projects are projected to have a 10% impact on the study area roadways within the analysis time frame of the proposed development. Traffic Performance Standards Analysis Test 1 (Link Test) This first test of the Traffic Performance Standards examines if any roadway links required to be analyzed are projected to operate below adopted level of service standards. Roadway links within one-half mile and those outside one-half mile with a project impact greater than 1 % of the LOS 0 service volume are required to be 1'/("'1')-:-+ rf'porl 2 analyzed. Exhibit 6 shows future daily, AM and PM peak hour traffic conditions for the analyzed roadway links. All analyzed roadway links are projected to operate above the adopted Test 1 level of service standards, therefore, the requirements of Test 1 are met. Test 2 (Model Test) The second test examines traffic conditions based on model projections that are developed and maintained by Palm 8each County. The directly accessed link of Congress Avenue is not a Test 2 deficiency; therefore, the requirements of Test 2 are met. Intersection Analysis Major intersections for which a proposed development adds more than 10% of the total traffic on any link connecting a major intersection are required to be analyzed. No major intersections meet this requirement based on the proposed development's im pact. Driveway Volumes AM and PM peak hour project driveway volumes are provided on Exhibit 7. Conclusions This analysis shows that the proposed development meets all of the requirements of the Traffic Performance Standards of Palm Beach County. /'/('qq, "'., {('/)Ort 3 MANAljtMtN I II EXHIBITS YKUJtLI lULAllUN ----.--.------ ------------------.- w - -\ o ~ OLD BOYNTON ROAD \ BOYNTON BEACH BOULEY ARD => ,. 0 2S < is ;:; !;1 '" ~ 5 ~ ~ 5C 0 '" ~ ~ ;0 O! ~ ~ ';1 :il :0 ~ ~ '" 8 u ~ WOOLBRIGHT ROAD GOlF ROAO (SW 2J,d AVENU8 vlS'TE SW lSIh AVENlJE LAKE IDA ROAD I STERLING RECORDS I MANAGEMENT EXHIBIT 1 PROJECT LOCATION o NT-s. ~ 7/1/99 I~ '" '" 000 '" 000 s .~ 0 000 S ;'0 ..... . 'l\~ ~ ", 0> ~ '0 0 0 0 '" g g g 0 0 0 ", ", ", {l. .~ ~ N N N '" <r <r <r '" '" '" <r <r <r ~<r <r <r ..... ..... ..... .5 <r <r <r <..J .5 <r <r <r ~ '" N .. ~00 t1' g ~ .....00 '" .. ~ 0'" ,.-, ~ 0"" <r g 00 <r ~ "'0 0'" N 0 t1'''' N "'0 '" N 0 ,.. t:!. '" <r '" 0 0 ",'" N ,.. t:!. '" <r '" ,.. t:!. 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Box 21229 West Palm Beach, FL 33416-1229 (561) 684.4000 www.co.palm-beach.fl.us . Palm Beach County Board of County Commissioners Maude Ford Lee. Chair Warren H. Newell, Vice Chairman Karen T. Marcus Carol A. Roberts Mary McCarty Burt Aaronson Tony Masilotti County Administrator Robert Weisman "An Equal Opportunity Affirmative Action Employer~ @ printed on recycled paper . . ,.. ~,-'~_._~"""'-'~-"-"-"- ...-." 0:1 ," ",-, ;"'~,,\ r? j"2 1 i... I' \,' in I JL.L..l : ~</ ~ r, i ' Ti' ^I!r,' I ICJClC1 August 9, 1999 Mr, Michael Rumpf City of Boynton Beach Planning and Zoning Department 100 East Boynton Beach P,O. Box 310 Boynton Beach, FL 33425.0310 RE: Sterling Records Management Traffic Performance Standards Review Mr. Rumpf: The Palm Beach County Traffic Division has reviewed the traffic study (dated July 19, 1999) for the project entitled Sterlin!! Records Mana!!ement pursuant to the Traffic Performance Standard6 in Article 15 of the Palm Beach County Land Development Code, The project is summarized as follows: Location: Congress Avenue, south of Golf Road Municipality: Boynton Beach Proposed Use: Warehouse (149,150 sf) New Trips: 692 trips per day Buildout: 2002 Based on our review the Traffic Division has determined that the project meets the Traffic Performance Standards of Palm Beach County, Please contact me if you have any questions regarding this review. Sincerely, OFFICE OF THE COUNTY ENGINEER cc: Andrea Troutman, P.E. . Pinder Troutman Consulting, Inc. File: General. TPS . Mun - Traffic Study Review F:\"RAFFIC\apf\tps\99109app.wpd - TAZ il;."l4 treOlure COOl.t regional planniQg council MEMORANDUM To: Mr. Michael Rumpf Planning & Zoning Director City of Boynton Beach From: Terry L. Hess, AICP Planning Director ~flf--' Date: September 30,1999 Subject: Notice of Permit Application No. 990920-6 Sterling Records Management Attached is a notice of application for an environmental permit to conduct dredge and fill or similar activities within or adjacent to your community. We are disseminating this information for your review and comment. The information provided with this notice is very brief, but you may contact the permitting agency directly for further information if needed in order for you to assess the impacts of the proposed activities on your community. If the proposed activities are not consistent with your comprehensive plan or other locally adopted plans or regulations, or if you have any other comments, please submit them to the permitting agency by the deadline date indicated in the attached materials. We would also appreciate receiving a copy of any comments you may have for our files. Feel free to call if you have questions or comments for this office. Attachment \~' fc L 1; O\~~:. ',1' t J "; ... \' \J\-; SFP 3 0 !(Y"\(] i ~- .-~~- I. i: 301 east o(ean boulevard suite 300 stuart, florida 34994 phone (561) 221.4060 sc 269-4060 fax (561) 221-4067 , (W -'1rJN IprJO-f ~\''\:tR Mtlt;..z r"'<~"~~,~"",C'<,, i1~\'::.'~V& ,'~ 0.......8t, /. ~ ....ij. ~ ....., 'v ,'0 -:e-, ""'" ,.:;(;; /), '_..'-I Os ''}..'1~ SOUTH FWRIDA WATER MANAGEMENT DISTRICT 3301 Gun Club Road, West Palm Beach, Florida 33406 . (561) 686-6600 . FL WATS 1-600-432-2045 . TDD (561) 697-2574 Mailing Address: P.O. Box 24680, West Palm Beach, FL 33416-4680 . wwwsfwmd.gov NOTICE RECEIVED SEP ~ 8 1999 TREASURE COAST REGIONAL PLANNING COUNCIL September 20,1999 Subject: Environmental Resource Permit Applicallon Application No. 990920-6 Applicant Sterling Real Estate LLC Palm Beach County, S 5IT 46 SIR 42 E The South Florida Water Management District is currently processing the attached application. If you have any comments or objections concerning this project, please submit them in writing to this office within 30 days of receipt of this notice. This is also an opportunity for applicable State agencies to concur with or object to the proposed project under the federal consistency provision of the Coastal Zone Management Act. Review must be in accordance with the procedures adopted by the Interagency Management Committee on October 25 1989. Findings of inconsistency must describe how the project conflicts with your agency's statutory authorities in the Florida Coastal Management Program and provide alternative measures. if any, which would make the project consistent. Commenting agencies must provide a copy of all consistency comments letters to the Florida Coastal Management Program Director, Department of Community Affairs, 2555 Shumard Oak Boulevard, Tallahassee, Florida 32399-2100. Please refer to the applicants name and application number as referenced above in any correspondence to help facilitate processing. Questions concerning this project should be addressed to Rob Robbins at (561) 682-6951 or Tony Waterhouse at (561) 682-6867. BAC:jm Attachments c: US Army Corps of Engineers Department of Environmental Protection/Office of Protected Species Management Department of State, Division of Historical Resources Regional Planning Council Department of Community Affairs Palm Beach County DERM GoVERNING BOARD EXECUTIVE OFFICE Michael Collins, Chainnan Michael D. Minton, Vice Chainnan Mitchell W. Berger Vera M. Carter Gerardo B. Fernandez Patrick J. Gleason Nicolas J. Gutierrez, Jr. Harkley R. Thornton Trodi K. Williams Frank R. Finch, P.E., Executive Director James E. Blount, Chief of Staff \ 6 ,_lIn ORIr,l~IAl ~IIRtv\ITT~L SEP 2 0 1999 I 880820 ACOE Applicllllon I O.te Application Received Pfopond Project LIt. D Proposed Project Long. - 0-;---.' \ --- -Tn'" FOR AGENCY USE ONLY DEPIWMD Appllcotlon , O.te Application Received F.. Received S Fu Receipt I , , Sj:CTION A Aro ony of the octlvltles described In this epplicetlon proposod to occur In, on, or over wetlends or other surfoee woters? III yes 0 no Is this epplicellon being filed by or on behelf of e government entity.or drelnege district? O.yes IXno \, A. Type of Environmentel Resource Permit Requested (check et leest one) o Noticed Generel - Include Informetlon requested In Section B. i o Stenderd Generel (Single Femlly Dwelling).lnclude Informetion requested In Sections C end D. . . : IXI Stenderd Generel lell other projects) - include Informetion requested in S~ctlons C end E. o Individuel (Single Femlly Dwelling) - Include informetion requested In Sections C end D. o Indivlduel (ell other proJects) - include informetlon requested in Sections tend E. o Conceptuel . Include Informetion requested in Sections C end E. i o Mitigetion Benk Permit (construction) - Include Informetlon requested In Section C end F. ( If the proposed mitigetion benk Involves the construction of e surfece wetbr menegement , system requiring enother permit defined ebove, check the epproprlete box end submit the Informetion requested by the eppllceble section. ) d o Mltigetion Benk (conceptuel) . include Inlorm8tion requested in Section end F. '. I , B. Type of ectivity for which you ere epplylng (check 8tle85t one) i ID Construction or opsretion of 8 new system including dredging or filling 1M, on or over wetlends end other surfece weters. , o .Altoretion or operetion of en existing system which wes not previously permitted by e WMD or OEP. ' o Modificetion of e system previously permitted by 8 WMD or DEP. Provide previous permit numbers. o Alterel10n of e system 0 Extension 01 permit duretion 0 Abendonment of e system o Construction of eddltlonel pheses of e system 0 Removel of e system C. Are you requesting euthorizetion to use Stete Owned Lends. 0 yes Xl no (If yes Include the informetion requested In Section G.) D. For nctlvities in. on or over wetlends or other surfece weters, check type of federel dredge 8nd fill permit requested: o Individuel 0 Progremmetlc Generel o Generel 0 Netionwide Ill!: Not Appllceble E. Are you cleiming to quellfy for en exemption7 Dyes 0 no If yes provide rule number If known. I ,// Page 1 of 4 /. " .' ,....;. un OWNER!S) OF LANO ENTITY TO RECEIVE PERMIT IIF OTHER THAN OWNERI NAME NAME Joseph L. Gambino, P.E. ADDRESS ~ ADDRESS 128 Litchfield Road, PO Box 303 CITY, STATE, ZIP - CITY. STATE, ZIP New Milford,<:CT 06776 COMPANY AND TITLE COMPANY AND TITLE Sterling Real Estate, LLC TREPHONE (80015-48-8979 TELEPHONE I I FAX 18601.350-0743 F);X 1 ) AGENT AUTHORIZED TO SECURE PERMIT IIF AN AGENT / CON'SUL TANT IIF DIFFERENT FROM AGENT) IS USEDI NAME NAME John F. Wheeler, P.E. , Preside~ t COMPANY AND TITLE COMPANY AND TITLE Caulfield & Wheeler, Inc. "'DORESS ADDRESS Rd~ :100J' 7301-A W. Palmetto Park CITY, ST"'TE. ZIP CITY, STATE, ZIP ~3'433 Boca Raton, FL I TELEPHONE 1 1 TELEPHONE 15611 392-1991 FAX 1 I FAX 66l 750-1452 NftlT1e of project, Including phoso If opplicoble Sterling Records Management Is this ;,pplicotion for port of e multi-phose project? 0 yes ~ no / TOlel opplicant-owned oreo contiguous to the projacl 0 ac Tot.1 project .reo for which a permit is sought 8.09 ec Impervious aree for which 0 permit Is sought 6.70 ac . , ... Whot Is the totel!tee (metric equlvolent for federally funded proJacts) of work In, on. or over wet1ends or other surfoce water.? Berea squsre feet hecteres square meters Number of new boot slips proposed. Project location (use addltlonol sheets, If needed) County!ies) ~ Sectlonls) 5 Township 46S Ronge 42E . Soction(s) Township Ronge L"nd Gront nemo, If applicable , Tax Percal Identlficotlon Numbar I Streo! oddress, road, or other location .. City, Zip Coda If oppllcable -"", '-l,. , ,~I Pace 2 of 4 __.r--. Describe in genere' terms the proposed project, system, or ectlvity. " Construct a surface water ~anagement system consisting of an ex filtration system swales and inlets to serve a 149,150 s.f. office/warehouse bldg.'s on 8.09 acres. J .' " If there heve been eny pre.epplicetion meetings. Including et the project site, with reguletory staff, pleese list the dete(s). location!s), end names of key staff and project representatives. No Pleese identify by number eny MSSWIWetlend rasourcelERPIACOE P~;mlts denied for projects et the location, and eny releted enforcement actions. pending, Issued or Agency Oete No.\Type 01 Appllcetlon Action Teken .. Note:The lollowina Information Is reauired onlY for Dro!ects DroDosad to occur in,on or oyar watlands {hat naed e fedara! dredee and fill Derm!t and/or authorization to use state owned eubmereed lends and is not necessary when aoolyine solely for an Environmentel Resource Permit. Pleese provide the names, eddresses end zip codes of property owners whose property directly edjoins the projeb't (excluding eppllcent). Pleese e!tach e pi en vieW shewing the owner's nemes end edJolnlng property lines. At1ech eddltlonel sheets II necessery. 1. 2. ':...... J. 4. ,,,,. Page 3 of 4 .(t, .,'" '_UIf By .Ignlnll' this opplicetlon form, I em opplying, or I em opplylng on behalf of tha applicant, for tha parmlt and ony proprietery euthorlletions Identlfiad ebove, according to the supporting date and othar Incldentel Information fUad with this epplicetion. I om fomiilor with the Informotlon contelhad In this eppllcetlon end ropre.ent thot .uch Informotlon Is true, complete lend eccurete. I undar81and this Is en eppllcetlon end not e permit, end thet work prior to epprovel Is 0 vloletlon. I understend thet this epplicetlon end eny perml' I.sued or proprietary authorlzollon InOod'pursuonttherato, does not r.llove me of ony obllgotlon for obtaining ony othar roqulrad fodorol, stoto, wotor monegemont district or locel pormlt prior to tommon<omont of construction, I ogreo, or I egroe on behe/f of my corporation, to operate end melnteln the permillad sy.tem unloss tho permllllng egoncy authoriles transfor of the pormlt to e responsible operetion entlly, I understond thet knowingly meklng any felse stetement or ropresentetlon In thIs appllcetlon Is 0 vloletlon of Section 373.430, F.S.'and'18 V.S.C. Section 1001. eto AN AGENT MAY SIGN ABOVE.Q.lli,.Y IF THE APPLICANT COMPLETES THE FOLLOWING: I heroby daslgnete end euthorlze tho egen\ listed ebove to ect on my behelf, or on behelf of my corporetlon, 00 the egont In tha processing of this eppllcetlon for the, permit end/or proprletery author/zetion indicated abova; and to furnish, on raquaet, supplemental 'rformatJon In support of the oppllcetion. In eddltlon, I euthorlzo the ebove-lIeted egent to bind mo, or my corporetlon, to perform eny requirement which mey be necaBSery to procute the pormlt or author/zellon Indlceted above... I undarstend thot knowingly meklng eny fol,e 'tetement or repre.entetlon In this epplicetlon Is e vloletlon of SectJon 373.430, F.S, end 1 B V,S.C, Section 1001. Typed/Printed Neme of Appllcent " , Slgneture of ,Ajppllcent Date (Corporole Tltl~ If applicable) Nu" no1t: TIlt 'D04lnn", orlaln.! .lanl1\l,t (nQ' . CODY) h "!JutT,d .bon. PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOLLOWING: .,"- I either own the property described In this application or I heve legal authority to ellow eccuS to the property. and I consent, after receiving prior notification, \0 any site visit on tha proparly by aganta or personne' from the Department of Envlronment.1 Protection, lha Watar Menagement District and the U.S. Army Corps of Engineers necenery for the review and Inspection of the propos ad project specified In this applicetlon. I authorize the.e agenU or personnal to enter the property .. many tlm.. .. may be necessary to make such review and Inspection, Further, I egreo to provide entry to th proJact site for such egonlo or personnel to monitor permll1ed r If a per I f. ed, Joseph L. Gambino, P.E. Typad/Prlnted Neme (Corporote Tltlo If applleeble) " Paga 4 of 4 'oom 0911 QRIG\t-\ ~\ ~\ \~M\~~\.. Sf.~ 2 n 1999 'l-lPB ,. 990920-6 SECTION C ~ Environmental Resource Permit Notice of Receipt of Application This information is requirad in addition to that raquired in other sections of the application. Please submit five copies of this notice of receipt of applicetion and ell ettechm-e-nts with tha other required information. PLEASE SUBMIT ALL INFORMATION ON PAPER NO LARGER THAN Z' x 3', Pr.ojact Nam~: Sterlinq Records Manaqement County: Palm Beach .. Owner: Sterling Real Estate, LLC Applicant: Sterlinq Real Estate, LLC Applicant's Address: 128 Litchfield Road, P.O. Box 3039 New Milford, CT 06776 1. Indicate tha projact boundaries on a USGS quadrangle map. Attach a location map showing the boundary of the proposed activity. Tha map shouid also contain e north arrow and a graphic scale;.show Saction(s), Township!s). and Range(s); and must be 01 sufficient detail to allow a parson unfamiliar with the sit a to find it. 2. Provide the namas of all wetlands. or other surfaca waters that would be dredged. filled. impounded, diverted, drained, or would receive discherge (either directly or indirectiy). or would otherwise be impacted by the proposed activity, and specify if they are in en OutstBnding Florida Water or Aquatic Preserve: 3. Attach a depiction (plan and saction views), which clearly shows the works or othar facilities proposed to ba constructBd. Use multiple sheets, H necessary. Use a scale sufficient to show the I~cation and type of works. /1- / 4. Briafly describa tha proposed projact (such as "construct a deck with boetshelter", "raplace two existing culverts", "construct surfaca wetar management system to serve 150 acre residential developmant"): Construct.a surface water mana..qement system consistin{ of exfiltration. system swales and i lets to ~er:ve 1 9 1 0 s office warehouse b d. n 8 . acre 5. rpac'fy tha acreage of wetlan~s &r orher surtace waters. I any. tliat ere propose~ t~tia dfsturbed. ~,Wed, 8Xcava~ad, or otherwisa impactBd by the proposed activity: 6. Provide a brief statement describing any proposed mitigetion for impects to watlends and othar surface welers (attach additional sheets H necessary): N / A FOR AGENCY USE ONLY Appllc.tlon Name: Appilc.tlon Number: Office where the appllc.tion c.n be Inspected: !/ Page 1 of 1 ~3 ~ ~ llVl"..' ..'SW ol~ AV' , HTITo ~ ~ "I I - Sunset-~ ~ --':'F-!MfjRd~':f-C, ;~~;;:';~:,^, ! ~ r-:~ Q ~ ~..J= 3HAAVARO"; ~_' I ,,,./,' I """';!i. ~ foo :r SW Ii: 30 ;f:Y.~~: f'] i;OSA / ,m, 1 ~'i;.,:.;':5; _ ~I I I' \-- , Saret"y - ~. ,.-"Rd ~ iiJ' 1 I ~ I' School ~ E ~~lcr~IP~ '" ~""A' ON =.~M"SlonU ~ H,II '" Rd _~n _ '0' -In. !'oW 33 Ave 1 ___ /' /~ ~SW 33 PL-' I~ "57 I ( /~j" o....A ~. lw 35 \A'heltiC~iclds' i 'I ii4I~WSW-34-AVE Ch~ ~3426 tJ 5 jI;;. <.:. fJSW'3S-AVE Ha. . . - <;,1 '/1fj;,W36C~SW-36-AVE' NEPTUNE DR ffa)) -/.'" sW 37 C~ ~ fool/ l .. ~g~ 30/'/ I. NW~S.=g '/ ~ tJ '., - / f,lleNW 2~ ~ l----1 ~ \ W denNW ~~ p~ \\L'I 1:, ~ ~ NW;~ ~R~ 1l II. ;f ~ b . I.A~EN .!'I -'-" II ~ P,dNi ~ ~ -J.t L,," ~'ll~if ~I ~ ~ .. ~ - NW18 .z~ .r/ ~--- O~~(jH W ~ Lake J: I~...r.~f-ll. 17 SI ~ ...:...:..=. ~~~..J Dr NINo,,; q li.f! ~o~'Z.,.-;: ~~p..f.~t ST ~ ~ a: 81~~N tKnl~rlF ..x w- Heti' Ida .:: 13 ST<< ~ ~ JN~ I-:r .. 'I - c,\~Way La t.." << ~I 7" --- NE"':; o ,,~ ,...:1!W12S' < > > ,. AKh. ~ NE . Boat 8 .: <! ct ~ Z I ;":',h-."':i J~ Lak('p1ubhouse .:: '" '" Z NW 1 <ui!I.=[C NE Q. '~j \ WIGGIN w' M"-'" O~'" ZI- Ida Pk Delray Beach RD ~~ ~~ 'T"> .f1 Z NE C'l1 L '.Playhouse l r';;;..,.,.. ~ I - 'ui . ali. ho,. r., nt,...: L _NW 9 ST ::=--1:!E..Z ~ _ _II) - ~I ~ ~ ~ ;;: ~ ~ ._-C 1!:illium~ \~ 7 SI llw <( 7 ~ <t sl ~ _II=-N~~. ~< t.: ~~ I Gardenia Lt) o::r~M t: Z <' ~ If "'WtY-~(jJ" EI:o,adOTer L, ~..J Lake- T., q' ~ .. '<, <.... . Lcor:- qo ~~f~~..I'1:c 3: 6 'c..~..sf /;"'~!:. '.lSun,hin. Or s: <(,;:j)j(iA~,.l; ~ VLi.;.& ~ AD ~ '" Z~ 7;;Jt';'n~ '1 Qr&"A I f E'lJfi~verl ~ ~ as..... ~ <,.u _ ""'"'" a 0....> / ..<, , . _ ~~v~. Or .D 0".. ,NE"{,./ ! ~ c~ _ t FERSON NW-4- ~.-&- .;;;:.- icI NE- -;1 J ~~tL.es't~ ~~ 881" ,&, > .\~_ PO'\:~l.. u .c Pr-- <C <t <s: . > w uJ w <t _~Office ~ltKR~Olll~5 ~ NW~tY_:: mNW<(IA"'~~ ~ ~ M ST Zo -?~~ C WIAthlt.e UJ. W W <t W I NW W oJ) > I ,.' > >.... > 2STL ~ ....1 <t: tW .....,~ r-? I ('.,..~ c:tZ ......~ U CAULFIEW & WHEELER, INC. 7301.A W. Palmetto Park Rd., Suite 100-A BOCA RATON. FLORIDA 33433 (561) 392-1991 8908~O 6 IliTRV./ \.. J____ _ J ,;'-':'---:"1-."::'''::1 PALM~AND 011 a: /", ': '''' -.K d. ~!~ 0 ~ I :_~ ~." _.N_ LA 'J .,i< - = ~"ARTE" ~----r" 'I OR ~OR ll';.;"u~~c~~ ~-:::--A\\~r2]"Ol r 11 "' 't;Vf ~~acque . - ~\~ I~ ~, //E5SE~ ~ " ( ~ I Ce",er \~ I I. DR "" g) ~ I . 0 r I. _ _ _ r _. ~r . , ~ I II_&\~/ I.' 1 ~~ --- 1J'~/ I. 1 r' . n II~ '1...,/ / /';'~NI~ 0" ,.t-J JilL _ /~'''.J ~ ,. ---' D (;?" r .,@'Ub Hous~ - =_ ~'::-, a: ,'. (\ ~ ,,- -HUNTERS" RUN."\,\ rW I \ 6 '-' iIf. t1' Q'-, ,:; I r- '&~. ~ns ~: \~\ I /}?:~~G1:r~))~~i '- I ,,:i/ 1 09$';);> 0 [lt~CQUET :: ,1_,c3IS c...,,"-~:'PJo ,... '~ I ~ -ilr - ...~ 111 '-<-. ~ OR >, CLUB 4"0- ",II ' ~ 1-,. '- Q I ~ >-~" \ ..... ~ ..... :> 'I ~ ...."'~.....D......' \. t ~- I' ......... _ -.........J.-....::;;-" I' ~/,.. - W' \ ,,-oI.lTHPDRT-"L',J1.Marina , \\, -;~U--.. ..\' I/~ : ~'VIERA-~~r--e:l'a: N~''fs,8-.1\1~:;!A'~~; 3 4 '~I;:'ZI~ 1:-. -" ~ 1S SI ,,"',\ <( i>...b..... t~1 ~ ~~t ~ ,6 ~:w u r~bi7IY'!~l~FT N N N VN ~P N 0 Q co Clu ~L1:l'~~CI<9 \ ~ ~rll "l :)... . 9EI':lf' j I SA"C'NCT 14 ;~( ~,;l; <hf11 C\.. 2 AlSACE CT St ,Z i~\~ ~ ... &:!~J J .....ONEClA"N T R f roo" 13 Sf ......... ~ H'f1 Jl" ROMAN TEA ..i'l,7:; ~ . ~ -'G;- :1 BAY 10 SI\'" .fw:t. ~~} I~ER' y: : Q _ 9 SI\ . ~I .~ ~~~ <( : ~ l\i~1!: '" >!!! 10 SI s: s: :!? c{ w > Z ZI.! __I ~ ~ 'j. SI c5 ~ RAAINBE~R, ~'1'cF: sl ~ ':I';;:N::~.. '"'.... L U' , ",: ~ ~~ -sr~P7 lU ~(~I 1 NW-9.....StJ~ ~_ IN ST -'it ~L........ ,r /v'" ~ : _ .- _ ~I~<:>' $.~ )rD~'e ~ Oa \ - ~- !;-~ COr ~,:: ~C> I $il "0., I "I:> Way (<j l b 'oint Blvd -Bishop Dr---J ' t 0) I ~ Poinsettia Blvd . ~I' g/ ~I / ~t Ambros'f/1 j ; 1" _ BAKER Dr OR / ' , ~~ Lake I I Ida paz I JIIll)lIlJtT204.ll$iIofiISIlItIIlD-l(P1ddef1 JOB STFRLlNG RE, ~~~(;'EMENT If'\~, AI ("f '''!!ITT-AI-- S6P- 2 9 1999 DATE WPB SHEET NO. CALCULATED BY CHECKED BY SCALE as eater I Treatment I Plant , I I I , 1 I ouse I I I eMt-t - - o z~ :En ~~ ;>~ " n m '" ~ < '" , , 95 ~ OR!!':'''' ^I C::IlRMITTAL STERLING RECORDS MANAGEMENT FACILITY SEP 20 1999 WPB BOYNTON BEACH, FL CAULFIELD llr. WHEELER PROJECT No. 3612 SFWMD SURFACE WATER MANAGEMENT CALCULATIONS 1) SITE DATA: Building: Pavement: Pavement (Truck Well): Dry Detention: Open Space: Open Space: Open Space: TOTAL AREA: Total Impervious: Total Pervious: ACREAGE 3.29 Ac. 2.77 Ac. 0.64 Ac. 0.54 Ac. 0.85 Ac. 0.00 Ac. 0.00 e& 8.09 Ac. 2) STAGE ELEVATIONS: Percent: ~ ~ 40.7% 14.60 up 34.2% 12.50 14.23 7.9% 10.60 13.60 6.7% 11.00 12.50 10.5% 13.00 14.35 0.0% 0.00 0.00 0.0% 0.00 0.00 100.0% 6.70 82.82% Average Existing Grade: Average Proposed Grade: Lake, Water Table: 13.00 13.50 8.50 1.39 17.18% 3) FLOOD AND RAINFALL CRITERIA: 24 Hour Rainfall: 3 Year 25 Year 100 Year 6.50 in. . 13.00 in. 17.50 in. Min. Road Crown (NGVD): 13.00 Min. Floor Elev. (NGVD): 6.75 in. 14.60 Maximum Available Soil Storage, SFWMD: 4) COMPUTE STAGE STORAGE: Q!Y. Pavement StaQe: / Pavement: Detention: Ocen Scace: !Truck Weill: Ocen Scace: ODen Scace: 'Total: 10.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.00 0.00 0.00 0.00 0.26 0.00 0.00 0.26 , 11.50 0.00 0.05 0.00 0.58 0.00 0.00 0.63 12.00 0.00 0.18 0.00 0.90 0.00 0.00 1.08 12.50 0.00 0.41 0.00 1.22 0.00 0.00 8.62 13.00 0.20 0.68 0.00 1.54 0.00 0.00 9.41 13.50 0.80 0.95 0.08 1.86 0.00 0.00 10.6B- 14.00 1.80 1.22 0.31 2.18 0.00 0.00 12.50 14.50 3.14 1.49 0.70 2.50 0.00 0.00 14.82 15.00 4.53 1.76 1.13 2.82 0.00 0.00 17.23 15.50 5.91 2.03 1.55 3.14 0.00 0.00 19.62 16.00 7.30 2.30 1.98 3.46 0.00 0.00 22.03 16.50 8.68 2.57 2.40 3.78 0.00 0.00 24.42 17.00 10.07 2.84 2.83 4.10 0.00 0.00 26.83 / * includes exfiltration trench storage above lowest inlet grade 1 q1' q rl - STERLING RECORDS MANAGEMENT FACILITY BOYNTON BEACH, FL CAULFIELD & WHEELER PROJECT No. 3612 SFWMD SURFACE WATER MANAGEMENT CALCULATIONS 5l WATER OUALITY: Greater of the following (SA. & 58.) Store the first inch for the entire site or the amount of 2.5 times the percentage of imperviousness. A. First Inch: V = 1 in. x Total Area x 1 ft./12 in. Total (Ac.): V = (ac-ft) 8.09 0.67 B. 2.5 Times Percent ImDervious: 1. Site Area = Total Area - (Lake Area + Bldg. Area) Total (Ac.): Lake: Bldo.: 8.09 0.64 3.29 Site (Ac.): 4.16 2. Impervious Area = Site Area - Pervious Area Site (Ac.): Pervious: Imoerv.: 4.16 1.39 2.77 3.2.5 in. x Imperv.fSite x Total Area x 1 ft./12 in. Imoerv.: V=(ac-ft) 2.77 1.12 C. Total Reaulred Detention: 1. The total required detention for water quality is either the first inch or 2.S times the percent impervious, whichever is greater. The total required detention is: Water Oualitv (ac-ft): 1.12 2. 0.5 inches of dry pretreatment is required: Pretreatment (ac-ft): 0.34 6l RUNOFF (ZERO DISCHARGEl A. Soil Storaae 1. Soil Storage (S) = Available Soil Storage x Pervious Area{Total Area (See C-35, SFWMD VoI.IV) Av. Soil St. Pervious: Total (Ae.): S = (in.): 6.75 1.39 8.09 1.16 ~ STERLING RECORDS MANAGEMENT FACILITY BOYNTON BEACH, FL CAULFIELD 8r. WHEELER PROJECT No. 3612 SFWMD SURFACE WATER MANAGEMENT CALCULATIONS B. 100 Yr.-3 Dav Storm Event Finished Floor Elevation: 1. Rainfall - 3 Day Duration (P): P72 = P24 x 1.359 P24 = 17.50 in. P72 = 23.78 In. 2. Runoff, Q (in.) Q = {(P - 0.2 x 5)^2}/(P + 0.8 x S) P72 (In.): 5 = (In.): 23.78 1.16 3. Total Runoff Volume, V (ac-ft.) V = Q x Total Area x 1 ft. 112 In. o (In.): Total (Ac.): 22.44 8.09 14.60 NGVD o (In.):' 22.44 V=(ac-ft): 15.13 4. From the Stage - Storage Curve, the zero discharge elevation is: Interpolate Stage between... Interpolate Runoff between... 14.50 14.82 15.00 17.23 . Stage: 14.56 The proposed Finish Floor Elevation is adequate. C. 25 Yr.-3 Dav Storm Event 1. Rainfall - 3 Day Duration (P): P72 = P24 x 1.359 P24 = , 13.00 in. P72 = 17.67 in. 2. Runoff, Q (in.>.. Q = {(P - 0.2 x S)^2}/(P + 0.8 x S) P72 (In.): 5 = (In.): 0 (In.): 17 .67 1.16 16.35 3. Total Runoff Volume, V (ac-ft.) V = Q x Total Area x 1 ft. 112 In. o (In.): Total (Ae.): V = (ac-ft): 16.35 8.09 11.02 4. From the Stage - Storage Curve, the zero discharge elevation Is: Interpolate Stage between... Interpolate Runoff between... 13.50 10.68 Stage: 13.59 14.00 12.50 STERLING RECORDS MANAGEMENT FACILITY BOYNTON BEACH, FL CAULFIELD &. WHEELER PROJECT No. 3612 SFWMD SURFACE WATER MANAGEMENT CALCULATIONS D. 3 Yr.-1 Dav Storm Event (Local Road Criteria) Min. Road Elevation(B.F.I. Site): 13.00 NGVD 1. Rainfall - 1 Day Duration (P): P24 = 6.50 in. 2. Runoff, Q (in.) Q = {(P - 0.2 x S)^2}/(P + 0.8 x S) P72 (in.): 5 = (in.): 0 (in.): 6.50 1.16 5.29. 3. Total Runoff Volume, V (ac-ft.) V = Q x Total Area x 1 ft. 112 in. o (in.): Total lAc.): V = lac-ft): 5.29 8.09 3.57 4. From the Stage - Storage Curve, the zero discharge elevation is: Interpolate Stage between... 12.00 12.50 Interpolate Runoff between... 1.08 8.62 S~ge: 12.17 The stage is at or below the Minimum Road Crown Elevation. (See flood routing calculations for correct 3 yr. stage elevations) 7) SUMMARY Required Storage: 1.12 ac-ft Soil Storage. 1.16 in ZERO DISCHARGE 3 Yr..l Day Storm: , 3.57 ac-ft 12.17 NGVD Stage Elevation 25 Yr.-3 Day Storm: 11.02 ac-ft 13.59 NGVD Stage Elevation 100 Yr.-3 Day Storm: 15.13 ac.ft 14.56 NGVD Stage Elevation ~ DATE PRINTED: PREPARED 8Y: REVISED BY: DATE: 15-Sep-99 BMF 7/1/1999 PRODUCTION TRUSS PALM BEACH COUNTY, FL PROJECT No. 3430 SFWMD EXFILTRATION TRENCH DESIGN CALCULATIONS 11 EXFILTRATION TRENCH CRITERIA: Length ofTrench Provided: Top ofTrench: Bottom of Trench: Pipe Invert Hydraulic Conductivity: Exfillration Trench Width: Average grade above pipe: Water Table: 2,4B4 ft. 10.75 NGVD 7.50 NGVD 8.50 NGVD 6.62E-04 cfs/ft.2 - ft. Head 7.50 ft. 12.25 NGVD 8.50 NGVD 21 EXFILTRATION TRENCH COMPUTATIONS: 1. Length= VI { Kx((HxW)+(2xHxDu)-(DuxDu)+(2xHxDs)) + (O.000139xWxDu) } for Du > Ds Length= VI { Kx((2xHxDu)-(DuxDu)+(2xHxDs)) + (O.000139xWxDu) } for Du < Ds Length= VI { C} Where: (K) (cfs/ft.2 - ft. Head Hydraulic Conductivity: (H) (ft.) = Depth to Water Table: (Average Ground Elevation. Water Table) (Du) (ft.) = Unsaturated Trench Depth: (Ds) (ft.) = Saturated Trench Depth: (W) (ft.) = Trench Width 7.50 ft. / Ds = (ft.) C (Du>Ds) C (Du<Ds) H = (ft.) Du = (ft.) !S..: 3.75 2.25 1.00 6.62E-04 0.03375 0.01513 '- 2. Proposed length of trench: L=(ft) Storage in Trench: !:; (Available ) VCtr): 0.03375 2,484 6.99 ~ 31 EXFILTRATION TRENCH TOTALS: DATE PRINTED: 15-Sep-99 Total trench storage = 6.99 ac-ft DATE PREPARED: DATES REVISED: by: 4 8MF ~ IJ.,,<~,; ~;r' DUNKELBERGER ~NGINEERING & TESTING, INC. Ill..../ Geotechnical · Materials Testing/Inspection. Environmental Caulfield & Wheeler, Inc. 730 I-A West Palmetto Park Road Suite 100-A Boca Raton, Florida 33433 January 18, 1999 Project No.: 99-21-1360 Subject: Borehole Permeability Tests Boynton Beach Storage . North Side ors.w. 35th Avenue . About 1,100 Feet West or Congress Avenue Boynton Beach, Florida ORIGINAl ('I/"""""TAL SEP Z 0 1999 WPB Attention: Mr. John F. Wheeler, P.E. Gentlemen: In accordance with your authorization, Dunkelberger Engineering & Testing, Inc., (DET) has performed two borehole permeability tests at the above captioned site to evaluate the hydraulic conductivity of the upper 6 to 7.5 feet of the profile components. The tests were performed at the locations described below. . Borehole Permeability Test Number BHP-I BHP-2 Location 200 feet north and 170 feet east of southwest 200 feet north and 500 feet east of southwest comer , comer , The permeability tests were conducted in 4 inch diameter by 6 to 7.5 foot deep boreholes. Two inch diameter Number 10 slot well screen and 6/20 silica sand were used to stabilize the , sidewalls of the borings. Usual, open hole, constant head methodology was employed for the tests. Results of the tests are presented on the attached sheets along with pertinent information regarding stratigraphic, geometric and hydraulic conditions at each location. --Hydraulic conductivity values determined from the tests were 7.00 x 10-4 cubic feet per second per square foot - foot head (cfsiW-ft) for BHP-I and 6.24 x 10-4 cfsift2-ft for BHP-2. We recommend that an average of the two values be used for design purposes. 000 - - 1545 Donna Road . West Palm Beach, Florida 33409 Telephone (561) 689-4299 . Fax (561) 689.5955 Caulfield & Wheeler, Inc. Project No. 99-21-1360 Page 2 We trust that the information presented herein is sufficient for your current needs. In the event it requires and clarification or amplification, please contact us. Very truly yours, DUNKELBERGER ENGINEERING & TESTING, INC. ~~ President TITIDSO,kal 1l6lkpt Attachments: Field Permeability Test Results . cc: Addressee (2) , .- () ~..., ~.",. 1;"" .}." . 1 ..~ ur=t T DUNKELBERGER ENGINEERING & TESTING, INC. f"""~~;::;;:\'~7~~~TES"'iIf:;';':~;7""" ".., :~~~~~~&~::\i,lt'",'iMi{.. .~~'C ..' " ,.",....-~J.;;,Z;:... ",,"~i. :'~'>"" I,-:I' Project Name I Number: Boynton Beach Storage, Boynton Beach, Florida 99-21-1360 TEST NUMBER: TEST LOCATION: BHP-1 200 feet north and 170 feet east of southwest comer of property .....~J:,;:-:vrrs1JijstlD""ifoACiflBPoj;:it1if/';;:;c~:.'?!'\;.:...;;.;;.;;;'J-~?':'.;i;'"'f{r,?~;. ,_ .' ~>'P ,~i/Ii..~t"N",,~+"~V; ,,..,,,<...,._~,.,.~~_<,,_...."niol!:~,.,, 'J. ." .. ,', ~'!t:'?"7"fh~'''";~'--'''''' .t;.I\(-..;"""".b~).~~,lL"":,,~f~~",,';/,,:;..t' Depth (feet) Soil Descrintion 0.0 - 1.1 Brown fine to medium SAND, trace roots 1.1 - 6.0 White fine to medium SAND Water Table Depth: Constant Head Maintained at: .3.5 feet below ground surface on 01115/99 ground surface ~, 'ji'i~~~:fii~ / Uncased (U) or Cased (C): Casing Depth (ft): Casing Stick-up (ft): Perforated length (ft): C 4-inch ~_ 6.0 0.0 6.0 Constant Head Fallin~ Head Volume Used Start Ston (~allons) Start StOD DroD (Ft) o min. 6.0 min. 30 -- -- ,.- -- *K, Hydraulic Conductivity (CFS/Ft2 - Ft Head) = 7.00 X 10"' ! *(Reference: Equations in SFWMD Permit Information Manual, Volume IV) DETlS ()r:~ T DUNKELBERGER ENGINEERING & TESTING, INC. -~." .,. ".~'-""",",".."-.-, "-''''"'~JPJfiiY1fJJl)lr;;n~-''.'~'-~''. ."'- ..' "..*:,. . ~ ..'" '.M"" '31. ,.' , TYX 'E'ST. .,... ;..0',- ...... .,.."...jjl"!.~:t'6N;\,j,.,~,,,:.:g;:'2:>M~ ,...."....... j."" .. .,~, .,. ....... L. .~W .. ,. _ '; " '..,-.. ,.'.. ,,' i<' "<' -".J ,"-.'"'' -.-: .;.:''<:''i':\:~ , ;i. "v ~"^\~fiw7i2 ,,". ::,. C._' c. . '-, ;'-~'I\~. "0 'L' ....,..""'. ..._ '"" _. ...,......._ ". ._......_..... .,,:_,~ _"'..' ,_, .".. ;.. : ',. ,...._.. .. ...... ' Project Name / Number: Boynton Beach Storage, Boynton Beach, Florida 99-21-1360 TEST NUMBER: TEST LOCATION: BHP-2 200 feet north and 500 feet east of southwest comer of property , ~t::i":" ~~T~" ~1T~f:';,i;,;?'~~?~:~;27,rIT~; >1",,":)ijlJitk'4'~',IoIfD;(~~,~-~>. ,.'I,;",..."'0~ .-, _'~~~~W~:~~R%f:'Y 5e:';~~Ij~~h.:'~f:i:,'d-;~t; ;'\'~~~,~r~;;., Depth (feet) Soil Description 0.0 - 0.4 Brown fine to medium SAND, trace roots 0.4 - 7.5 White fine to medium SAND Water Table Depth: Constant Head Maintained at: . 4.1 feet below ground surface on 01/15/99 ground surface '~.f~'T;""""!'4'~~C'~~'~' .,.. ~~'mJ.''Lr..'lS'j~' ~"::~l';'~;~; " ;' ~.,:;::~~:...;;.':,".' '"..;;,t.:",;"'.;,," '".',;a, ,".. '. .. .." "".,;._". 'i!', ~ ,..,~ 'I!-~"'~ .'~ - ':' ,', .. <I ,,'"... -, '.... .. -.-, .. '~ii't, .... .' .'.. ~'.~':)'K.;,w,,,~~~....^...J;"""'..>i+'.."""'.,,..~:'...-,.;;....,.,'t{.iA_...;, . '''''""..#>'' ,- '.-....',., ,,' .. " _..... ,""""".~. '0',-,- '. .,~'~72(:..,,".,,,,,,'@'>.'V" ._."fl -, i" .'._ ..,,~... ...... ~ ".. .. ""...,.,.."'..,..... ,_,.~...."...~L:'....~. _,,,-':::j>;{'rL,,,\-,,,^;;_,'_',..'/,,\;,.-.'.;k1,".-~"'.x:",/,.,&,i4";,.,,!f""";,:,-'-<I; Uncased (U) or Cased (C): Casing Depth (ft): Casing Stick-up (ft): Perforated length (ft): C 4-inch oL 7.5 0.0 7.5 Constant Head Falline; Head Volume Used Start Stop (eallons) Start Stop Drop (Ft) o min. 4.5 min. 30 -- -- .- -- *K, Hydraulic Conductivity (CFSlFt2 - Ft Head) = i 6.24 X 10-4 *(Reference: Equations in SFWMD Permit Information Manual, Volume IV) DETlS ~..\ " ~ ~ ~ '0 ;!! o "P ~ <:1 ~ \ ~ ~ ~ \'\" \ \1 , \ w\\ ... II ~II~ ut'" ~H.li \ 1'\', ~ ' t tl r li\ V't "~,Inn' ;'ii II !hi: \\\ t'" ",,, U' '" I . \ \ \ 1\ \ \ \1\ \\\\\ \\\\\ '\n ~ '\\ II i\ lllll\\,\i\ \\\\ \W\\\\\ \\\ ~ 1\ \ \I~ \\\ I VI' \\\J\ i \\\\ \ "~I \\ 'I. \\1\ li '\ II I \1 I {; I \ f \ \\\\ II <, \\ I t II ' ~ ~ "\ III' II' '" - I \,IJ it ....::. ~.~ It ~ " ~ e> _ \\'\ II <S' ,~ \ 4 990920-6 ~ Ii :;;.. II ~ ------ .--------------- -~....---- '" ) CAULFIELD & WHEELER, INC. Consulting Engineers. Planners. Surveyors i' ~--....:>. .~ ~--, ,I October 21, 1999 Ms. Hanna Mattis City of Boynton Beach Planning Department 100 E. Boynton Beach Boulevard Boynton Beach, Florida 33425 Subject: Sterling Records Management NWSP 99-009 Our Proiect #3612 Dear Ms. Matris: Attached are four (4) copies of the rectified site plan for the above referenced project. These plans have been modified according to the approved Conditions of Approval in the following manner: PUBLIC WORKS I. Construction dumpster and service to be provided by City. This is noted on the site plan (SP 1). UTILITIES 2. Provide drainage calculations showing the amount of rainfall to be retained on-site. The drainage calculations are attached. FIRE 3. Remove shrubbery to allow visibility ofF.D. connection on "future new building #2". This has been revised on Sheet LP 1. 7301-A West Palmetto Park Road. Suite 100A Boca Raton. Florida 33433 561.392-1991 Fax: 561 . 750- 1452 Engineering # EB-0003591 Surveying # LB-0003591 Landscape Architecture # LC-0000318 Page 2 - October 21, 1999 Ms. Hanna Matris City of Boynton Beach Planning Dept. 4. A fire flow calculation test will be required; LDR 6-16. The fire flow calculations are attached. 5. Corresponding water mains, hydrants, and roadways will be in place prior to ground construction; NFP A 1. This is noted on the engineering plans. BUILDING DIVISION\ 6. At time of permit review specify, in tabular form, on the site plan the type of construction and occupancy classification that is proposed for each building. The building area, occupancy and type of construction shall comply with the specifications identified in the Building Code. This information is noted on Sheet SP 1. 7. The permit fee, water and sewer facility fees, Fire Department fees, County fees and State fees, will be determined at time of permit review. No response required, Condition noted. 8. To efficiently move from site plan approval to permit review, it is recommended that the permit applicant and contractor contact a Plans Analyst in the Building Division of the Development Department to obtain a permit submittal checklist. No response required, Condition noted. 9. At time of permit, drawings should accurately reflect phasing plan approved on site plan. The phasing line is reflected on all plan sheets. ENGINEERING DIVISION 10. All plans submitted for specific permits shall meet the City's code requirements at time of application. These permits include, but are not limited to the following: site lighting, paving, drainage, curbing, landscaping and irrigation. Permits required from other permitting agencies, such as PBC, SFWMD, L WDD and any others, shall be included with your permit request. Page 3 - October 21,1999 Ms. Hanna Matris City of Boynton Beach Planning Dept. No response required, Condition noted 11. Provide certified drainage statement stating that drainage system for Phase # 1 will meet City's minimum drainage requirements. The certified drainage statement is attached PARKS AND RECREATION No comments. FORESTERlENVIRONMENT ALIST No comments. PLANNING AND ZONING 12. Revise phase line on site plan to coincide with phase line on landscape plan. Phase 1 shall include all landscaping along right-of-way. See response to #9 above. 13. Dimension safe sight triangles at site entrance from intersection of drive and RlW line. Also, include on the landscape plan. (Chapter 7.5 Article II Section 5 Paragraph HI). Dimension noted, see Sheets SP 1 & LP 1. 14. Label stop signs at exit, directional signs and internal traffic signs and information, signs where appropriate include traffic control markings, stop bars, etc. (Chapter 23 Article II Paragraph I & 2). Items are labeled, see Sheet SP 1. 15. On the landscape plan revise note to state that Cypress shall not be used for mulching beds. See note #19 on Sheet LP2. Page 4 - October 21, 1999 Ms. Hanna Matris City of Boynton Beach Planning Dept. 16. Submit required traffic analysis to obtain confirmation from Palm Beach County that project conforms with T.P.S. Traffic analysis attached The plans also reflect the elimination of the truck wells, and an increase in finish floor elevations to facilitate storm drainage. Please contact me should you have any questions during your review of this submission package. Sincerely, Caulfield & Wheeler, Inc. ~~ Steven E. Tate, RLA Landscape Architect SET:jd enclosure cc: Joe Gambino word2\letters\3612\matris.doc PlliDER TROOTMfltt ~OliSOLTlliCi. llic. 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 July 19, 1999 Ms. Hanna Matras Planning and Zoning Division City of 8oynton 8each 100 E. Boynton 8each 80ulevard P.O. Box 310 Boynton Beach, FL 33425-0310 RE: Sterling Records Management. #PTC99.74 Dear Ms. Matras: Enclosed is a copy of the Traffic Impact Analysis for the above referenced project for your review. A copy has been transmitted to Albert Federico at the Palm Beach County Traffic Division for his review. The study shows that the proposed development meets the requirements of the County's Traffic Performance Standards. If you have any questions, do not hesitate to contact this office. Albert Federico wi enclosure Steve Tate wi enclosure Joseph Gambino wi enclosure r~r In.; ,Ii, ...,. ''''"~-,,~- cc: f? " /",., i' , " i99 O:\PROJECT FILES\PTa99-74\LmERS ~u=-o~~D ~)),.o.I~-- '$ ""~\,...l "'- fU..U'('tQ$ H4#~.~ r ~D $~ ~ "'G~~..s fb.~ (S, I) ~"s. oao 1 MEN PA ~I'l. f?..p D ,41,-ON ~ .,.]/ A,J-, 'T~ l~"Fd(t. . \' , i}€ Wtf4-, pp I-\'~ (c..\,...\~r) t-l~,;o 1l) '$IU~ ~ ? .., \ C\<i-DO~ CITY OF BOYNTON BEACH, FLORIDA - -ANNING & ZONING DEPARTME 1'(1 SITE PLAN REVIEW APPLICATION FOR NEW SITE PLANS & MAJOR MODIFICATIONS TO EXISTING SITE Application Acceptance Date: Fee Paid: Receipt Number: This application must be filled out completely, accurately and submilted as an original to the Planning and Zoning Department. Twelve complete, sequentially numbered and assembled sets of plans including a recent survey and appropriate fee shall be submitted with the application for the initial process of the Site Plan Review procedure. An incomplete submittal will not be processed. 1'11-\1 rn ~@~O\'!1~ I. GENERAL INFORMATION rn 198; Please print legibly (in ink) or type all information. 1. Project Name: Sterlin Records Mana ement F' .I,ND ,PI. 2. Applicant's name (person or business entity in whose name this application is made): Sterling Real Estate Address: ~ 128 Litchfield Road, P.O. Box 3039, New Milford, CT (Zip Code)06 77 6 Phone: (800)548-8979 Fax: (860) 350-0743 3. Agent's Name (person, if any, representing applicant): Caulfield & Wheeler, Inc. 7301A W. Palmetto Park Road, #lOOA Boca Raton, Florida 33433 Address: (Zip Code) , Phone: (561) 392-1991 Fax: (561) 750-1452 4. \ Property Owner's (6t~lll8{!I:) Name: Address: . same as applicant (Zip Code) Phone: Fax: 5. Correspondence to be mailed to agent only; if no agent, then to applicant unless a substitute is specified below:' 'This is the one address to which all agendas, lelters and other materials will be mailed. 6. What is applicant's interest in the premises affected? (owner, buyer, lessee, builder, developer, contract purchaser, etc.) Owner ., 7 Street address or l'1cation of site: North side of S. W. 35th Avenue ~ approxima 700' west of ConGress. Ie. 8. Property Control #: 08-43-46-05-00-000-3100 Legal description 0f site: See Attachment "A" 9. Intended use(s) of site: Storage of Medical Records 10. Developer l!lXBWildeoc Li tehf ie ld Companies, LLC 11. Architect: Retz seh, Lanao, Caveedo Archi teets 12. Landscape Architect: Caulfield & Wheeler. Ine. 13. Site Planner: Caulfield & Wheeler. Inc. 14. Engineer: Caulfield & Wheeler, Ine. 15. Surveyor: Caulfield & Wheeler, Inc. 16. Traffic Engineer: 17. Has a site plan been previously approved by the City Commission for this property? No 18. Estimated construction costs of proposed improvements shown on this site plan: II. SITE DATA "" The following information must be filled out below and must appear. where applicable. on all copies of the site plan. 1 Land Use Cateqory shown in the Comprehensive Plan Industrial 2. Zoninq District M-I 3. Area of Site 8.089 acres 352.374 sq. ft. 4. Land Use -- Acreaqe Breakdown a. Residential, including acres % of site surrounding lot area of grounds b. Recreation Areas * acres % of site (excluding water area) c. Water Area acres % of site d. Commercial acres % of site Warehouse e. Industrial 8.089 acres 100 % of site f. Public/Institutional acres % of site g. Public, Private and Canal rights-of-way acres % of site h. Other (specify). acres % of site Planning and Zoning Department - Rev. 3/18/97 \\CHIMAI NIS H RDA T A IPLANNI NGISHARED\WPIFORMSIAPPSINWSPIS ITEPLAN .wPD .. i. Other (specify) acres % of site j. Total area of site 8.089 acres 100 % of site . including open space suitable for outdoor recreation, and having a minimum dimension of 50 ft. by 50 ft. 5. Surface Cover a. Ground floor building 3. 32 acres area ("building footprint") 41 % of site b. Water area acres % of site c. Other impervious areas, including paved area of public & private streets, paved area of parking lots & driveways (excluding landscaped areas), and sidewalks, patios, decks, and athletic courts. 3.39acres 42 % of site d. Total impervious area 6.71 acres 83 % of site e. Landscaped area 1. 37 acres 17 % of site inside of parking lots (20 sq.ft. per interior parking space required - see Sec. 7.5-35(g) of Landscape Code). f. Other landscaped areas,_ acres % of site ........ g. Other pervious areas, including golf course, natural areas, yards, and swales, but excluding water areas acres % of site h. Total pervious areas acres % of site i. Total area of site 8.089acres 100 % of site 6. Floor Area a. Residential s~. ft. b. Commercial/Office sq. ft. c. IndustriallWarehouse sq. ft. d. Recreational sq. ft. e. Publicllnstitutional sq. ft. f. Other (specify) sq. ft. g. Other (specify) sq. ft. h. Total floor area sq. ft. Planning and Zoning Department - Rev. 3/18/97 IICHIMAI NISHRDA TA \PLAN NINGISHARED\WPIFORMSIAPPSINWSPISITEPLAN. WPD 7. 8. 9. Number of Residential t 1q Units a. Single-family detached sq. ft. b. Duplex sq. ft. c. Multi-Family (3 + attached dwelling units) (1) Efficiency dwelling units (2) 1 Bedroom dwelling units (3) 2 Bedroom dwelling units (4) 3+ Bedroom dwelling units d. Total multi-family dwelling units e. Total number of dwelling units Gross Densitv dwelling units per acre Maximum heiqht of structures on site 45 stories 2 feet 10. Required off-street parkinq a. Calculation of required number of off-street parking spaces b. Off-street parking spaces provided on site plan ~ Planning and Zoning Department - Rev. 3/18/97 \\CH\MAI NIS HRDA T A IPLANNING\SHARED\WP\FORMSIAPPS\NWSP\S ITEPLAN. WPD III. CERTIFIc;ATION (I) (We) understand that this application and all papers and plans submitted herewith become a part of the permanent records of the Planning and Zoning Department (I) (We) hereby certify th8j the above statements and any statements or showings in any papers or plans submitted herewith are true to the best of (my) (our) knowledge and belief. This application will not be accepted unless signed according to the instructions below. Signature of Owner(s) or Trustee, of Authorized Principal if property is owned by a corporation or other business entity. Date IV. ~q~ Date (I) (We) hereby designate the above signed person as (my) (our) authorized agent in regard to this application. igna re of Owner(s) or Trustee, or Authorized Principai if property is owned by a corporation or other business entity. it 3. Ifr~ '" D e' / SPACE BELOW THIS LINE FOR OFFICE USE ONLY Review Schedule: Date Received Technical Review Committee Planning & Development Board Community Appearance Board City Commission Date Date Date Date Stipulations of Final Approval: Other Government Agencies/Persons to be contacted: Additional Remarks: Planning and Zoning Department - Rev. 3/18/97 I\CHIMAI NISHRDA T A IPLANNINGISHARED\WP\FORMSIAPPSINWSPISITEPLAN.WPD - ,IDER TO SITE PLAN APPlICATI The undersigned as applicant for Final Site Plan Approval does hereby acknowledge, represent and agree that all plans, specifications, drawings, engineering, and other data submitted with this application for review by th<;> City of Boynton Beach shall be reviewed by the various boards, commissions, staff personnel and other parties designated, appointed or employed by the City of Boynton Beach, and any such party reviewing the same shall rely upon the accuracy thereof, and any change in any item submitted shall be deemed material and substantial. The undersigned hereby agrees that all plans, specifications, drawings, engineering and other data which may be approved by the City of Boynton Beach, or its boards, commissions, staff or designees shall be constructed in strict compliance with the form in which they are approved, and any change to the same shall be deemed material and shall place the applicant in violation of this application and all approvals and permits which may be granted. The applicant agrees to allow the City of Boynton Beach all rights and remedies as provided for by the applicable codes and ordinances of the City of Boynton Beach to bring any violation into compliance, and the applicant shall indemnify, reimburse and save the City of Boynton Beach harmless from any cost, expense, claim, liability or any action which may arise due to their enforcement of the same. KNOWLEDGED AND AGREED TO this aeD day of ;1/1 t:,?, r ;;l;~ y ~-~. .2> pli ant . ~ '~(y 9 ,19U Witness '" Planning and Zoning Department - Rev. 3/18/97 IICHIMAI NISHRDA T A IPLANNINGISHAREOIWPIFORMSIAPPSINWSPISITEPLAN WPO LAND DESCRIPTION - STERLING RECORDS MANAGEMENT OESCRIPTION: A tract of land lying in the Southwest one-quarter (SW 1/4) of the Northwest one-quarter (NW 1/4) of Section 5, Township 46 South, Range 43 East, Palm Beach County, Florida. being more particularly described as follows: COMMENCING at the West quarter corner of said Section 5; thence NOD' 42' 12" W along the West line thereof (also being the centerline of Congress Avenue (S.R. 807)), 0 distance of 1144.23 feet; thence N 88' 09' 28" E, along a line that is parallel with the South line of said Northwest one-quarter (NW 1/4), 0 distance of 702.80 feet to the POINT OF BEGINNING; thence continue N 88' 09' 28" E, a distance of 650.12 feet to a point on the Easterly line of the aforesaid Southwest one-quarter (SW 1/4) of the Northwest one-quarter (NW 1/4); thence SOD' 44' 47" E along said Easterly line. a distance of 542.09 feet to a point on the North right-of-way line of S.W. 35th Avenue; thence S 88' 09' 43" W along said North right-of-way line. 650.12 feet; thence N 00' 45' 02" W, a distance of 542.09 feet to the POINT OF BEGINNING. ALSO KNOWN AS: A tract of land lying in the Southwest 1/4 of the Northwest 1/4 of Section 5, Township 46 South, Range 43 East. Palm Beach County, Florida, being more particularly described as follows: COMMENCE at the West quarter corner of said Section 5, along the Westerly boundary of said Section being also the centerline of Congress Avenue (S.R. 807), 1144.23 feet to a point; thence run due East. parallel with the Southerly boundary of the aforesaid NW 1/4, 53 feet more or less to a point of intersection with the Easterly right-of-way line of Congress Avenue; thence continue due East 649.80 feet to the POINT OF BEGINNING of the hereon described parcel; thence continue due East, 650.12 feet to a paint in the Easterly boundary of the aforesaid SW 1/4 of the NW 1/4; thence South l' 05' 3D" West, along said Easterly boundary, 572.10 feet to a point; thence due West 650.12 feet to a point; thence North l' 05' 30" East, 572.10 feet to the POINT OF BEGINNING, LESS the South 30 feet thereof. Said land situate in the City of Boynton Beach, Palm Seach County, Florida. Containing 352,374 Square Feet / 8.0894 Acres, more or less. Subject to Easements. Restrictions, Reservations, Covenants, and Rights-of-Way of Record. ..."PARTMENT OF DEVELOPMEN1 MEMORANDUM NO. PZ 99-128 TO: TRC MEMBERS Bob Borden, Assistant Fire Marshal Kevin Hallahan, Forester/Environmentalist Sgt. Eric Jensen, Police Department Pete Mazzella, Utilities Department Michael Haag, Building Division Ken Hall, Engineering Division AI Kim, Public Works Department John Wildner, Parks Division Ray Davidson, Acting City Engineer FROM: Michael W Rumpf ~ Director of Planning and Zoning DATE: May 12, 1999 SITE PLAN REVIEW PROCEDURES RE: 1 ST Review - New Site Plan Project - Sterling Records Management Location - North side of Southwest 351h Ave. Agent Caulfield & Wheeler, Inc. File No. NWSP 99-009 Find attached for your review the plans and exhibits for the above-referenced project. Please review the plans and exhibits and transmit formal written comments or e-mail to JoAnn Alea and I no later than 5:00 P.M. on Mav 21. 1999. When preparing your comments, please separate them into two categories; code deficiencies with code sections referenced and recommendations that you believe will enhance the project. Adhering to the following review guidelines will promote a comprehensive review and enable the applicant to efficiently obtain Technical Review Committee approval: 1. Use the review standards specified in Part IV, Land Development Regulations, Site Plan Review and the applicable code sections of the Code of Ordinances to review and formulate comments. 2. The documents submitted for the project were determined to be substantially complete with the exception of traffic data, however, if the data provided to meet the submittal requirements is insufficient to properly evaluate and process the project based on the review standards or the documents show code deficiencies, additional data and/or corrections should be requested by the reviewer by contacting Scott Barber, or myself. 3. Each comment shall reference the section of the code that is incorrectly depicted on the documents. Page 2 4. Technical Review Committee member(s) shall identify in their comments when the plans depict or when the location and installation of their departmental required improvements may conflict with other departmental improvements. 5. When a TRC Member finds a code deficiency that is outside of his/her review responsibility, the comment and the specific code section may be included in their review comments with the name of the appropriate TRC Member that is responsible for the review specified. 6. If a TRC member finds the plans acceptable, he/she shall forward a memorandum, within the time frame stated above, to me. The memorandum shall state that the plans are approved and that they do not have any comments on the plans submitted for review and that they recommend the project be forwarded through the approval process. All comments shall be typed, addressed and transmitted or e-mailed to JoAnn Alea and I for distribution to the applicant. Please include the name and phone number of the reviewer on this memorandum or e- mail. Scott Barber will be the Planning and Zoning staff member coordinating the review of the project. First review comments will be transmitted to the applicant along with a list of Technical Review Committee (TRC) members. MWR:jma Attachment XC: William Bingham, Fire Chief Marshall Gage, Police Chief John Guidry, Utilities Director Don Johnson, Building Division Larry Roberts, Public Works Director Central File J:\SHRDATA\PLANNING\$HARED\WP\PROJECTS\QUANTUM\QUANTUM PARK LOT 3\1 $TREV1EW-PLANS,DOC CAULFIELD & WHEELER, INC. Consulting Engineers. Planners. Surveyors May 11, 1999 Mr. Michael Rumpf, Director Planning & Zoning Division City of Boynton Beach 100 E. Boynton Beach Boulevard Boynton Beach, FL 33425 Subject: Sterling Records Management Site Plan Review Our Project #3612 Dear Mr. Rumpf: Enclosed is a Site Plan Review Application package for the proposed Sterling Records Management development. The site is located on the north side ofS.W. 35th Avenue between Guardian Storage and the entrance to Caloosa District Park. The land is currently vacant. Sterling Real Estate, LLC plans to construct two warehouse structures on the site in two phases. This site plan application is for approval of both phases. The first phase includes construction of Building # 1 (easterly building) with the adjacent site improvements. Pursuant to your preliminary meeting with the applicant, Phase 1 will also include the landscaping ofthe entire S.W. 35th Avenue frontage to screen the truck bays and the Phase 2 area from the street. The balance of Phase 2 will be constructed at a later date. This application is made in order to be placed on the June 22nd TRC agenda. Should you have any questions during your review, please don't hesitate to contact me. Sincerely, ,- Caulfield & " SET:jd cc: Sterling Real Estate. LLC Joseph Gambino - Construction Consulting Group, LLC Eric Cyrus - Miller Construction Company, Inc. Alfonso Hernandez - Retzsch, Lanao, Caycedo Pedro Duquesne - Donnell, Duquesne & Albaira, P.A. Robbie Phillips - Phillips Fire Sprinklers, Inc. Matthew Thompson - TEC word2\letters\3 612\sterling records-rumpf.doc 7301-A West Palmetto Park Road. Suite 10QA Boca Raton, Florida 33433 561.392-1991 Fax: 561 .750-1452 Engineering # EB-Q003591 Surveying # LB-0003591 Landscape Architecture # LC-QOO0318 ~~-.. o2ff.:8. 9~ '~_.Qi;:IEf'1l. ,Ni',8J;<YjiIKENLLP V J ASBOCIATIl. P.I;'! lOllou This IJIR-a.....,was ~~ by IlId """" Ul' Cart ,A..'Cudu. Elql1irc 630 I-H 00tt.D A~ . luil2:a07 . BO)'7IIDlIIlroN, FL l34lS Gnmtoo Nll!,J, No, o..l$~ ~Al>"""'" _",,,,,,_No: O.....,1(~I""'""=IOQ WARRANTY DEED TIns w A.1l.:aANTY l;)El1.D, lll.detlUs ),-J d&yof r~ , 1999. \>y JCENT ASSOClA TES, t Plo:l~ O.-..al Partll,t.hip, Il(boJe. ~ iJ 900 N.W. 13lb Street, llo~ ltatoll, Florl4d34Jl,.!ImlDaftu ""lied th&.Gr:Iltl.or. 10 S1:uLTNO UAL ESTA.TE, w..C.," Ccnneclicut LlmJted Ll@illty Co!nP""l'. ~ in Florida i.c ' Cc.nn.ecticut SL8rlin; IWJ ENu, L.L.C~ ...hose .ddr....;~ 121 LIlCh1le14 Ro8d,.New MillOn:!, ~ O~716, her.in.f\cr ....u.d th,o Grantee. . .. . .. (v.:h&rllvw UMd h....il11h~ 1etmS ~Clranlor" lWll "Gnnt=." include all1h, putt.. to 1hlJ lnilnlll*ll and m. h.u-., I.p! rcpr..enmtiv.... and ....ign. otlndlvfdu.>!s, lll4.the ~ClI &rtd UI~ olCOlpOl3tion&, whatever!h8 <=lteXlI. . .~t:s.or""l~&.) WI'rNlt.SsEtH: That lhe Or:>nw, lilr. Jnd In cons~on crt. tho ...... of S 1 p.OO Illd OllIer v&hl.ael4 oo.uidora~oMo rtcelp Wl>cr""t'lI hereby ad:nowleclaed. horolly erams- bupin.!, .ells, allm.. muim,.rel....Q$., COQv'Y' wi contirms unlO 1he Onmcc aIIlhal.utalIllan<l, a1t>l&tc La pAlM 112...CH COt1NTY, State o(FLOR.l.OA, vir. SEE EXHIBIT "A" AITACHED HERbiO '., suamCTTo W~lS, reservatilw and reotrictlmu of're<:orcI=:I TllXCS and Aue=ts forlbe ....'~1ol.1~9~ a.od roblsqut<lt l'""" . T.gMh.... wiIb aU t.Iu !eDemenls. ~iIl aM. appurlellalloell1llel'eto belonging Dr!n aIlY>'<'1oY ap~" T. Hive Ind to Hold.. the oame In fee sfT1lplo rari~er, . . . ' , , ....iilt, tho Or_lu:re~ <cvoriaatl with nid ~.that t!l.c graclI:Jr 1.1.lw.fWly selzed' oflaid ....4 in f"ee ~lI1ple; thaI lhe ~toT lw !;ood righl and law1lll awbotil)' 10 sdllUld OOlWC)' lAid. WId, anll )>eRby warnn,. the titlo to Wd. land. and win ddalul the .8tlIt ~ W I.wtill Glaims ofllll p6tSOM who=evw; Illd that said I..,,; l> &ee aI.. all l!l\ellm1?-';oI1Ge8, t1lCq1l wcu l!l:~ ~\IOQlIO tlecf':lbCr 3), 199~. . IN wtrl\""ESS W'HER'EOF; Ora/1tol" hor=HI ~. hmd ""d uollhe day ~ :year first .~ve Vo'riUan. Signed, ICaleJ and c!elivered in the preseru:e of: . , So.il) ~~ _ ....L.. .;~";1'~ ,..~.~ ,f't-J "......, K/lfJk+orJ 81' A TI! 01' FL,)IUDA. . COlJNTY 61" l'A!.M BEACH . ~. fo~ilI' WA.lUV.NTY Oll!ltl WIlII\lbs;rlbod, .wom to ..,d ~~eed Hfon.mt,'lhla 3d ~y of ~""'''f. . 1999. by SOIU:lAN K. :0... VIi, OoGotal PiI'Wr otKC4E As$DGI..... 1 JICll'l<i:i Cleoenl 'p~ who bi plll'llODll.ily k'I\oWn to_to be !be in~ivldllal cl_rlbod llIl11lcl whO oxeGUted.1ho.lilRgcin" .....ttotrI.nl ...wbobaopra,lo.~ " t"1..I),.,'J.v ("1.-" . _..ldOlllifiC>li",,- . 'WI't'Nl>SS J1l)' hand ...<1 oftl<:l~ soa.! CD Ihil Lho ~rj d:ti at hA,t..- .1999. iJ6i~ ~~ I'\Iblio -'&~ afl'\orlda. My c:orrrmds.ion cxpira: .'. . . ..,....T'~. '. *~* :""~~~--r'" ,.~. ~""'''''-. ""Ir,..,r . . . ,.<'>\::~:....-;~: ,---:. '. ::..._...;"'::"':~-'.....:;.::.: _:..:' . .~., .',"-"" '. . . I D.2/'P..~ .QS '~..Q2: 1?P.!:1.0}IE}j~J'l1l~'( AIKENLLP v J ASSOCIATllS _ ,':t,?".2S sa 11,QSa IJ. rEI) TITL.E 1\t: I, IN~ 51 :;llS-2822 i .Exhibit "A." . P.1S IilID1.S p." A tract of IllllQ lying in the SouthweSt One-Quarter (SW 114) oftht Nort/lwClt Olle-Quaner (NW 1/4) of Swion 5, TOWllship 46 Soutb, lbnge 43 Us!, hhri Buch County, Florida, beilli more fully detcribed u follows: ' . Commence at lhe Wesr Quarter (W 1/4) COlneT ofScctjon 5; thone. North 1 degree 08'20" ~ an.aBSLlmed bwing, 1I0lli IlllS We.torly,bouccllry ofuid S~\iOl\ bein8 also the centec1irte ofcQngrDu AV.llnue (S:R. 801), 11~4.2J feet to a point; thenllO 1\111 dUB BUI, parallel with the SouthulY boul\Q.a1Y of tho) Uareaaid Nol:thwNt One-QUarter (NW 114),53 feet mort or Ie" to a point otlnw#eetion with the.Easterly righ1:-of-way lins of Congreu Avenue; thence continue dua Eut 649.80 feel to the Point of:Beainnini of the herein deserib~ parcel; thence contillUQ due east, 650,12 feet to B point in the EUtorly boundary of the aforesaid SouthweSl One- Q\llUier {SW 1/4) of the Northwest Oll~-Q\larter (NW 1/4), thence S I degree 05'30. W, alCll1g saicl.Euterly . bOllnd!f)', 572.10 fect 10 .. poinl; thence due Weat, 650.12 fectlo I point; thone. N I degree 05'30" E, 572.10 feet to the Point ofSoginning, le~. file SO\lth 30 reelthereot: .. / .. '-"---_.._~-~-------"....~_._-~ . . ,.,.. Department of Engineering and PubUc Works PO. Box 21229 West Palm Beach, FL 33416-1229 (561) 684-4000 www.co.pa1m~beach.fl.us . Palm Beach County Board of County Commissioners Maude Ford Lee, Chair Warren H. Newell, Vice Chairman Karen T. Marcus Carol A. Roberts Mary McCarty Burt Aaronson Tony Masilotti County Administrator Robert Weisman "A.n Equal Opportunity A.ffirmative Action Employer~ @ printed on recycled paper ~~ r- ~o'o'''l''. li-' ~ ~ IS \! \~:! 1~ .1'\ q no 11. ~~'2'--~":;;""""';'-=~='i 1 .~ ,.' ~,' ~ \ l \ 1 :~i, ~I!f"' I I lem August 9, 1999 Mr. Michael Rumpf City of Boynton Beach Planning and Zoning Department 100 East Boynton Beach P,O. Box 310 Boynton Beach, FL 33425-0310 ....__~~~..m_._ RE: Sterling Records Management Traffic Performance Standards Review Mr. Rumpf: The Palm Beach County Traffic Division has reviewed the traffic study (dated July 19, 1999) for the project entitled SterlinS! Records ManaS!ement pursuant to the Traffic Performance Standards in Article 15 of the Palm Beach County Land Development Code, The project is summarized as follows: Location: Congress Avenue, south of Golf Road Municipality: Boynton Beach Proposed Use: Warehouse (149,150 sf) New Trips: 692 trips per day Buildout: 2002 Based on our review the Traffic Division has determined that the project meets the Traffic Performance Standards of Palm Beach County. Please contact me if you have any questions regarding this review. Sincerely, OFFICE OF THE COUNTY ENGINEER cc: Andrea Troutman, P.E. - Pinder Troutman Consulting, Inc. File: General. TPS . Mun - Traffic Study Review F.\TRAFFlC\.pf'\tps\99109.pp.wpd - TAZ 554