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APPLICATION ~ } MEMORANDUM 20 October 1986 TO: Tom Clark, City Engineer FROM: Carmen S Annunziato, Planning Director RE Quantum Park Soil Survey Attached please find a soil survey from Soil & Material Engineers, Inc. Please determine the suitability of the land after reclamation for park development purposes (!.1:V Au'/JL. ;5; - C-?>?t/./~";' C- CARMEN S ANNUNZIATO ~ /bks Attachment cc: City Manager Charles Frederick !lfk C ~ttMt ~t/ &t!:;P ENG I N E ERI NG-TESTI NG-I NSPECTION SOIL & MATERIAL ENGINEERS INC e06 South Military Trail Deerfield Beach, FL 33442 Phone (305) 426-2999 September 18, 1986 " neut~ch Ireland Properties Su ite 11 06 2455 East Sunrise Boulevard Fu=-t Lauderdale, Florida 33304 Att~ntion Mr George W Zimmerman Director of Planning Subject Report of Subsurface Ehploration and Geotechnical Engineering Evaluation Boynton Beach Park of Commerce foynton D8ach, Florida J'-' IE ?Z:vject No 1151-86-125 ,'- r :),.11 u atLrial Engineers, Inc (SE..ME) has cowpleted a subsurface L r .JCCition ana geotechnical engim,ering evaluation for the Boynton Beach Park of COI>iCJerce to be constructed in Euynton Beach, Florida This study \.as conducted in general accordance with S&ME Proposal No D-208 dated April 22, 1n6 iJe appre iate the o?portunity to be of service to Deutsch Ireland Properties on this project Should you have any questions concerning the contents of this report or if we may be of further assistance to you, please do not hesitate to contact us Very truly ,ours, SOIL & MATERIAL ENGlhEERS, INC wI t--U ~ ElTH J HAnDEL, E I GLoterhnic31 Engineer J.t.AhA-j ,~ 1J?!~N'i SllS I, P E Senior Geotechnical Engineer PAl [I(iri GRFEt. l1 t,,,,t1i:. II [ \ II r, \ Terl f A.IETTEVllll CHARl.OTTE NC "PAHTAN8UFIJ CI)LlH.1f. t, Cf1l\JiiE.STCn rArHlif.: bLI' H:)( ATLANTA AIBAt~Y KINGS BAY GA 11~:CITIES 1 (riL!r.JNATI (}H Oill,,(.Du TAMf"A, Df:ERFIELDBElICH FL IJLutsch ireland Properties r Ct;ort;e \. Zit:~uler[;'.ar. S.:.',[ I'roject he. 1151-bo-125 1- oJ L' e - 1 \,0 - I tHiWDlICTI ON Project Description Deutsch Ireland Properties is in the process of a land exchange \oIi th the City of Boynton Beach for a 17-acre pa~cel of park property This property is located at the northwest corner of the pLmnLd Bo~ton Beach Park of Cor::l1erce The Boynton Beach Park of COiJ;ll~[""ce is 10c.::.ted \..est of 1-95 and north of Boynton Beach Boulevard in bOYllton Geach, F1urida The 17-acre parcel of proper-ty is to be utilized as a cO;;u;Junity park incor-pora ting sporting f i el ds, such as base ball, soccer, and football wi th lighting, irrigation, and refreshiilent facilities In addition, it is our understanding that a portion of the site (shol-TIl as approxir.i3tely 3 8 acres on the site plans provided by FRS & Associates) has been identified as enviromlentally sensitive wetlands This \Jetlands portion of the site is sc1wdulcd to ru:.ain in it's natural state i'lJRPOSE AND SCUPE OF \JORK The purposes of t'lis stUll) lien, to c plore the near-surfa.:e s01l condi tions at the Ii-acre ,,-,reel ith particu]::ir e.i:iphasis or. establishing the qduntitiLs <-:110 lJCciLvrb ,yI ikl" L -. luting the en[;ineedng ?roperties of the:: :>oi1"" d,ld uc-\CLc,Jlllo.. Lli i ILLring recU,iUdt.:l.d3tivns to aid in the de 'clu;J ei1t of thi:> ...:r~,--l h '-.k o,iplish theSE: l'urposes, the following ph~ses were c~nduct_d 1 EAple.rin[ subsur[~ce conJitions with hand auger and/or muck probes to evalu::ite the de;:ths and cht",nt of l!:ud,- 2 Perforwing vis~al .:lassification of recovered soil samples 3 Analyzing all field data to develop engineering recow~endations Field Exploration Soil & M3terial Engineers, Inc field ehploration was designed to define the ge~eral soil condi tions on the p,-opcseo COi:.r:mni ty park This program included cc.msultations ..ith the offiLe or FRS & Associates and a re\iew of the site tOPC1b:-3[;hy hecial f'h::;tobraphs and topographic plans of the site were used in conjunction with well defined pcoperty lines to determine field locatiuns of h3nd auger Locings und ~ucl probes After reviewing all of the 3viJilable data for thE: site, .:l gLid s)ster.., b.:lsed on appro'dmately one hundred foot centers, or 113nd Juger borings ~nd/or muck probes was per[ori:ied The ::.;a:l[)les obtained durinb this study were analyzed by our geotechnical engineers and a Hiuck contour plan waf; developed. based on field cOilditions tlcounu,reJ during our L..ploc.:ition SOIL,. MA TERIAL ENGINEERS, INC. . L~utbch lr~lalld Provcrtlc~ ~- u_0~~e ~ Zirnffier~a~ ""r:L Project r,o 1151-0(;-12..1 r';j e - Tnn~e - GENERAL SITE CO'mITlONS Site Description The Boynton beach City Park develop~ent is to be constructed on ae ulldeveloped parcel of land located in the Boynton Bc...ach Park. of COlllIDerce The site topography is composed of gentle sloping terrain \.Jith elevations ranging frorr. elevation 140 to 8 b The aVE:rage elevation of the site is appro illiately elevation 9 0 Based on the present availDble data, the final elevdticn of the site will be elevation 12 0 The western border of the property is adjacent to L \~ D D Cfnal [-4 ahd has a steep e::Jbankrilent to elevation 12 5 In addition, \.Jater \i3S found within the areas of I:"mck graphica]ly depicted on Plate 1 These areas of ~3ter ranted in depth from surficial saturation to 1 5 feet Ilense vegetation including pine trees, naturai grasses, and dense unde~b~o~th 3~e found ~ver thE entire par~el of land Soil Stratic~aphy The subsurface soil conditions for the Boynton Beach Park of COillderce area ~<:in be genu::ally defi:1ed as clean fine s...inds Tt-ese t/fees or sand h:l\ e proven to be suitable for develo?s~nt with typical site pr~~arations The rc...sults of our study indicate the propa~ed City r~rl's soils are similar in Tl3ture La U'(: LlLove oi.;:s_ribcd sands Tne e^e~?tion to the clC:Lln sands were three arC3S in lieh ~ucl and or[anic ffiaLerials were L countered The &reas of r;luCK and peat are approxirilately defined b} dcpth and c)..tc.nt of coverage on Plate 1 'li1e general composi tion of these soils fi.ay be descrH,ed as d(,.dJ i)OS lnt cCJ;~press i b1 e s il ty sands and pea t lind~rl) i ng tnese s tra ta, fire ~anQS were encountered to the ffi3'i ffi depth evplored Muck Quantities The purposes of field exploration were to define the subsurface soil conditions As a part of this study, areas of ffiuck and peat are graphically depicted on Plate 1 In addition, this report includes our estimation of the quantity of rr.uck and peat encountered during our study These estimates are based on data obtained over the. Lntire site and any i~provement of these muck areas \-1i11 depend upon the final o2sig:1 of the proposed park Our quantitative analysis of the muck alld peat included 3ep2rating the muck into three gLneral areas as shown on P13 te 1 and the amount of ma terials are approxinated as follows Are2- CO'-DOS it ion C ,Inti ty (CLlJic Y3rds) 1 luck & Pea t 3,700 2 Huck & Peat 3,000 9,000 3 Huck Total 15,700 CuLic Yards SOIL & MATERIAL ENGINEERS,INC. ~ . Lcutsch Ireland Propertieb ~l:-: George \.; Zim;r,erman S&XL [roject ~o 1151-8b-125 l'dgc - Four - Varidtions in SlIbsurfdce Conditions The interpret3tion of [cneral soil conditions is tased on the soil and groundwater conditions observed at the h3nd au~er borin~ locations only, and this information has been lIsed as a basis for our analyses and reco~mendation~ Conditions may vary at locations not investigated by our study Should this occam:: evi dent during cons true tion, we need to be notified as re-evaluation of rLco-,r..enG.1tions or re":"tedial action may be l1L_L;.. ar) ; FI NOINGS AND I\ECmlMLNOATlONS The results of our study indicate that the site is suitable for supporting the facilities plnnned after proper site improvement The amount of site ir..provement will depend on the location of the facilities, the amount of organic material encountered, usage and drainage requirements In general, all load b<::aring structural facilities such as concession stands, support facilities and pavement areas should be founded on clean sands free of oq::1nic r..aterial and PC;)t f.e:ferLnCf: should be r..ade to Plate 1 for apprm."jma te depths of organic and pea t materials encountered Unsul table ort.;.nic I..aterials fro:.: trlese a;:eas sinuld l,e rC..!:ioved to at least 5 feet be vond the peri I,le ter or edge of the p l:Hlned bu il dings Foundations for 0''2:<: f'leilities ii,ay be designed fur a net .cl),.i Uii LLaring pressure of 2500 psf LoL,teo and continuous luvtings ~i'oulj lJ;;:: full I:kd a l:linir.:um of 18 in~r es bLlo\.. the lOl..est Ll.)J3CLrt rr30t; No i<:. Intej footings should lie ~r."ller them two feet in the s '.:111est dir..Lnsion and no continuous footing lc~s th3n IS inches wide The 3i:,;JUnt of improvcr.Jent for the soils uuder the sport fields is dependent on the quantity of muck and or['mic r:-.aterial encountered after the site is stripped of surficial topsoil and root systems If these ~3terials are left in place, a gradual consolidation of the field should be anticipated after the site has been raised by 3-feet Initial settlement of the playing fields is estir..ated to occur durin!; placerilent of the fill Some long term gr,dual consol idation in the order of 1 to 2 inches can oe anticipated over several years If clean sands ~re used for raising the site as previously recJ ~cnded, drainage of the fields will te enhanced CONSTRUCTION CONSIDERATIONS Si~~~~!!.arat~on The first step in the site preparation should be the corr.plete removal of the surticial topsoil, the black silty fine sand, and all peat material beneath ~~veffient and sport fields building areas After the site has been properly SOIL & MATERIAL ENGINEERS,INC. ~ . I)Lutscb Ireland Pro!-'ertics 1 r G(..(;rg~ h Zirr'~lerri.an J~1E ~roj~ct ~0 1151-8L-125 l'3gt.: - fiVE: - cleared and stripped, it should be il spected by a geotechnial engineer and all ~reas to support structures 0= pa\~mLnts should be proofrolled at that time Proofrolling should be accor.iplished with at least 5 overlapping p3sses of a vibratory roller ir:.lJacting a d:>namic force of at least 20 tons The purpose of proofrolling ~ill be to detect any areas of soft or yielding soils, as \..'ell as to density the surficial soils During proofrolling, drainage ditcnes lUay be required to pro :ote drainage and allow for proper co~~action in lieu of a high W3tcr table The [€otcchnical engineer, based on observa tions made during the prout roll in~ process, can recolnmeud the extent of any additional or relj,edial activities The proofrolling process should density the soils to a depth of at least 1 foot below exposed suLgrade to at least 95 percent of the Illaximum modified Proctor density (ASTM D-1557) Field density tests should be performed to verify the degree of co'~?ac ti on Fill Plnccmcnt Once an acceptable suL[rade las tL~n ~chieved and approved by the eeotechnical Lngir,eer, ,.my addi tiolla1 fill requi red to achieve the final 6rade can be rlaced An 1ill ~hiJuld Ie clean sand containing less than 10 percent passing the ~o 200 sie\e This ~aterial should be placed in loose lifts not excceding 12 irC1CS in thici--.i1LSS and coq_aclea to a minimum of 95 percent of th(: ::oil' S CJuificd rrc,Ltur I..";" ililum dry densit:> as deterj;;ined by ASTM [J-1557 In-place density lLsts shollld be pcdor cd by an engineering teclmician working under the dir<.:ct SllpeI:\ ision of a registered geotechnical cnsillcer to vcrify th3t the di.:'-Orce 01 CLm action has Leer. achieved SOIL & MATERIAL ENGINEERS,/NC. . , - -- 0.- - - ,.. ~ 0 =:> 1 -- t; , L. '6 <.J ~ 0 ? 'b <l- e ~ c ~ :J ~ ~ ~ \: 0 <.J . ~ Go Go ~ u b u -=' ,.. ::r. :l ~ I- <.J ~ \ - -<. \\ ' ,,' <.J ~ f3 5 ,.~@ If) 0 .... ~ % ,.. o~ ~ 0 ,- " ~ OJ -- 4-1. o . (.) Z - s " .. (/) CC uJ uJ 'Z - C) Z uJ -l .a: - CC uJ ~ ~ ~ ..J - o (/) N -<. u.I ~ f ;t"\ :;'\ I ~ '" l.- e -0 N N ~ ~ 3 .... '" 6 -1 \l$ ;! ... o u: sf. CJ I'G IS) CO -0 ".! "t: IS) IS) o ~.",." . \". t: \' . ~ . '" .l"\ :: ~ .b ~ :0 I --- .---' ------------- .-- IN REPl. Y REFE.R to. (;ontrol NO 50-90070-S Sout~- Florida Water Management District v 04-( Post Office Box V 3301 Gun Club Road .J ':jy( West Palm Beach, Florida 33402 r y Telephone (305) 686-8800 . \ ~, ~V o tt Gif ~/YOC John R. Wodraska. ExecullVc DirpClOr Till rd C Creel, Deputy Executive Director - October 13, 1986 Boynton Park of Commerce, Inc 2455 E Sunrise Blvd, Suite 1106 Ft lauderdale, Fl 33304 Dear Sir. Subject Application No 03286-C, Boynton Beach Park of Commerce Palm Beach Cr , Sec 16, 17, 20, 21, Twp 45S, Rge 43E At its October 8, 1986 meeting, the Governing Board of this District gave Conceptual Approval to your surface water management plan, subject to the attached 12 limiting and 21 special conditions The conceptual approval does not constitute a construction permit It is based upon the information provided by the applicant and may be subject to suspension, revocation or modification in accordance with Rule 40E-4 341 (FAC) if it is later determined that said information is erroneous or false All future applications for construction submitted pursuant to this conceptual approval will be reviewed pursuant to the provisions of Rule 40E-4 301(3) (FAC) If the applicant has not filed an application for construction of the first phase of the project pursuant to this conceptual approval within two (2) years of the approval date, the approval granted herein shall be considered to be void and of no effect, unless extended by the Director of the Resource Control Department As construction plans are developed for additional Phases they must be submitted to this District, and no additional construction may begin until written approval has been granted by this District William E. Sadowski Chairman Miami John F Flanigan Vice Chairman North Palm Beach Stanley WHole Naples J. Neil Gallagher SI. Cloud Nathaniel P Reed Kathleen Shea Abrams Timer E. Powers Hobe Sound Miami Shores Indiantown Nancy H. Roen Plantation Oscar M. Corbin. Jr Ft. Myers South Florida Water Management District October 13, 1986 Page 2 If you have any Questions concerning this matter, please feel free to call Sincerely, p~ Richard A Rogers, P E ) Director Resource Control Department DRjvlk cc: DER Mr Nathaniel P Reed Mr John F Flanigan Rossi and Malavasi Palm Beach County Engineer &tty_ of Boynton Beach Engineer J lake Worth Drainage District SPECIAL CONDITIONS 1 MINIMUM BUILDING FLOOR ELEVATION 14 5 FEET NGVD FOR BASIN # 1 22 0 FEET NGVD FOR BASIN # 2. 14 5 FEET NGVD FOR BASIN # 3 2 MINIMUM ROAD CROWN ELEVATION 12 0 FEET NGVD FOR BASIN # 1 18 6 FEET NGVDFOR BASIN # 2 12 0 FEET NGVD FOR BASIN # 3 3 DISCHARGE FACILITIES BASIN # 1 2-6 FOOT WIDE WEIRS WITH CRESTS AT ELEVATION 11 0 FEET NGVD AND 2-139 DEGREE INVERTED TRIANGULAR BLEEDERS WITH INVERTS AT ELEVATION 8 0 FEET NGVD, EACH DISCHARGING THROUGH 100 LF OF 48" DIAMETER CMP BASIN # 2 1-3 FOOT WIDE WEIR WITH A CREST AT ELEVATION 19 3 FEET NGVD WITH A 20 DEGREE INVERTED TRIANGULAR BLEEDER WITH AN INVERT AT ELEVATION 14 0 FEET NGVD BASIN # 3 PREVIOUSLY PERMITTED EXISTING STRUCTURE RECEIVING WATER. C-16 CANAL VIA LWDD'S E-4 CONTROL ELEVATION 8.0 FEET NGVD FOR BASINS 1 AND 3 140 FEET NGVD FOR BASIN 2 4 MEASURES SHALL BE TAKEN DURING CONSTRUCTION TO INSURE THAT SEDIMENTATION AND/OR TURBIDITY PROBLEMS ARE NOT CREATED IN THE RECEIVING WATER. S. THE PERMITTEE SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY WATER QUALITY PROBLEMS THAT RESULT FROM THE CONSTRUCTION OR OPERATION OF THE SURFACE WATER MANAGEMENT SYSTEM 7 THE DISTRICT RESERVES THE RIGHT TO REQUIRE THAT WATER QUALITY TREATMENT METHODS BE INCORPORATED INTO THE DRAINAGE SYSTEM IF SUCH MEASURES ARE SHOWN TO BE NECESSARY 8 OPERATION OF THE SURFACE WATER MANAGEMENT SYSTEM SHALL BE THE RESPONSIBILITY OF BOYNTON BEACH PARK OF COMMERCE PROPERTY OWNER'S ASSOCIATION 9. THE PERMITTEE SHALL PROVIDE TO THIS DISTRICT DOCUMENTATION OF LAKE WORTH DRAINAGE DISTRICT APPROVAL PRIOR TO THE COMMENCEMENT OF CONSTRUCTION 10 LAKE SIDE SLOPES SHALL BE 4 1 (HORIZONTAL VERTICAL) TO A DEPTH OF TWO FEET BELOW THE CONTROL ELEVATION SIDE SLOPES SHALL BE NURTURED OR PLANTED FROM 2 FEET BELOW TO 1 FOOT ABOVE CONTROL ELEVATION TO INSURE VEGETATIVE GROWTH 11 PRIOR TO THE INITIATION OF ANY WITHDRAWAL OF WATER (IRRIGATION, DEWATERING, PUBLIC WATER SUPPLY, ETC ), IT WILL BE NECESSARY TO APPLY FOR A WATER USE PERMIT THE PERMITTEE IS CAUTIONED THAT A MINIMUM OF 90 DAYS IS REQUIRED FOR CONSIDERATION OF THE WATER USE PERMIT APPLICATION THE PERMITTEE IS CAUTIONED THAT THE ISSUANCE OF A SURFACE WATER MANAGEMENT PERMIT SHALL NOT BE CONSTRUED TO BE A GUARANTEE THAT WATER WILL BE AVAILABLE 12 PERIMETER SITE GRADING SHALL BE AT OR ABOVE ELEVATION 14 0 FEET NGVD FOR BASIN # 1 PERIMETER SITE GRADING SHALL BE AT OR ABOVE ELEVATION 21 4 FEET NGVD FOR BASIN # 2 13. PRIOR TO COMMENCMENT OF CONSTRUCTION, THE PERMITTEE SHALL SUBMIT A COPY OF FDER DREDGE AND FILL PERMIT APPROVAL 14. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE PERMITTEE SHALL SUBMIT DOCUMENTATION WHICH PROVIDES THE PRuPERTY OWNERS' ASSOCIATION WITH LEGAL ACCESS TO THE WATER MANAGEMENT AREAS SUCH ACCESS DEDICATION SHALL BE RECORDED IN THE OFFICIAL RECORDS OF THE COUNTY PROOF OF RECORDATION MUST BE SUBMITTED TO DISTRICT STAFF 15 PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE PERMITTEE SHALL SUBMIT A DRAFT COpy OF THE HAZARDOUS MATERIALS CONTAMINATION RESPONSE PLAN FOR DISTRICT STAFF REVIEW AND APPROVAL 16 PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE PERMITTEE SHALL SUBMIT FDER APPROVAL OF THE HAZARDOUS MATERIALS CONTAMINATION RESPONSE PLAN 17 THE PERMITTEE SHALL FILE DEED RESTRICTIONS IN THE OFFICIAL RECORDS OF THE COUNTY, REQUIRING THAT INDIVIDUAL DRAINGE FACILITIES DEVELOPED BY OWNERS OF LOTS, WITHIN THE AREA COVERED BY THIS PERMIT, SHALL CONFORM TO THE MASTER DRAINAGE PLAN APPROVED HEREIN AND MUST BE APPROVED BY THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT PROOF OF RECORDATION MUST BE SUBMITTED TO DISTRICT STAFF PRIOR TO CONSTRUCTION 18 INDIVIDUAL TRACTS SHALL PROVIDE A 1/2 II OF DRY PRETREATMENT PRIOR TO DISCHARGING INTO THE MASTER SYSTEM IN ORDER TO SATISFY CONDITION NO. 12 OF THE FINAL DEVELOPMENT ORDER 19 THE IMPERVIOUS COVERAGE FOR THE LOTS WITHIN THIS PROJECT SHALL BE 75 PERCENT IF ANY LOTS EXCEED THIS PERCENTAGE, ADDITIONAL WATER QUALITY TREATMENT WILL BE REQUIRED ., 20 WATER QUALITY SAMPLES SHALL BE TAKEN AT THE DISCHARGE LOCATIONS OF THE WATER MANAGEMENT SYSTEM DURING PERIODS OF DISCHARGE FLOW-SHALL BE MEASURED AT THE TIME OF SAMPLE COLLECTION AND THE SURFACE ELEVATION OF THE WATER BODY SHALL BE PROVIDED A LABORATORY CERTIFIED BY THE STATE OF FLORIDA SHALL tiE RESPONSIBLE FOR ALL WATER QUALITY SAMPLING AND ANALYSES REPORTS SHALL BE SUBMITTED TO THIS DISTRICT ON A SEMI-ANNUAL BASIS INITIAL SAMPLING RESULTS SHALL BE REPORTED TO THE DISTRICT NO LATER THAN SIX MONTHS FOLLOWING THE ISSUANCE OF THIS PERMIT MONITORING REQUIREMENTS WILL BE EVALUATED BY THIS DISTRICT FOLLOWING TWO YEARS OF DATA COLLECTION TOTAL ORGANIC CARBON, DISSOLVED OXYGEN, pH, TURBIDITY, SPECIFIC CONDUCTANCE, CHEMICAL OXYGEN DEMAND AND ALKALINITY TRICHLOROETHYLENE, TETRACHLOROETHYLENE, CARBON TETRACHLORIDE, VINYL CHLORIDE, 1, 1, I-TRICHLOROETHANE, 1,2-DICHLOROETHANE, BENZENE, ETHYLENE DIBROMIDE CLASS III ALUMINIUM, ANTIMONY, BERYLLIUM, CADMIUM, COPPER, CYANIDE, IRON, LEAD, MERCURY, NICKEL, SELENIUM, SILVER AND ZINC 21 PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OF FUTURE PHASES, PAVING GRADING, AND DRAINAGE PLANS SHALL BE SUBMITTED TO THE DISTRICT FOR REVIEW AND APPROVAL MONITORING TYPE AND SCHEDULE 1 GENERAL (BI-MONTHLY 2 ORGANICS (SEMI-ANNUAL) 3 METALS (SEMI-ANNUAL) PARAMETERS LIMITING CONDITIONS ,. THE PERMITTEE SHALL PROSECUTE THE WORK AUTHORIZED IN A MANNER SO AS TO MINIMIZE ANY ADVERSE IMPACT OF THE WORKS ON FISH. WILDLIFE. NATURAL ENVIRONMENTAL VALUES. AND WATER QUALITY THE PERMITTEE SHALL INSTITUTE NECESSARY MEASURES DURING THE CONSTRUCTION PERIOD. INCLUDING FULL COMPACTION OF ANY FILL MATERIAL PLACED AROUND NEWLY INSTALLED STRUCTURES. TO REDUCE EROSION. TURBIDITY NUTRIENT LOADING AND SEDIMENTATION IN THE RECEIVING WATERS. 2. WATER QUALITY DATA FOR THE WATER DISCHARGED FROM THE PERMITTEE'S PROPERTY OR INTO SURFACE WATERS OF THE STA TE SHALL BE SUBMITTED TO THE DISTRICT AS REQUIRED. PARAMETERS TO BE MONITORED MAY INCLUDE THOSE LISTED IN CHAPTER 17-3. IF WATER QUALITY DATA IS REQUIRED, THE PERMITTEE SHALL PROVIDE DATA AS REQUIRED. ON VOLUMES OF WATER DISCHARGED. INCLUDING TOTAL VOLUME DISCHARGED DURING THE DAYS OF SAMPLING AND TOTAL MONTHLY DISCHARGES FROM THE PROPERTY OR INTO SURFACE WATERS OF THE STATE. 3. THE PERMITTEE SHALL COMPLY WITH ALL APPLICABLE LOCAL SUBDIVISION REGULATIONS AND OTHER LOCAL REQUIREMENTS. IN ADDITION THE PERMITTEE SHALL OBTAIN ALL NECESSARY FEDERAL, STATE, LOCAL AND SPECIAL DISTRICT AUTHORIZATIONS PRIOR TO THE START OF ANY CONSTRUCTION OR ALTERATION OF WORKS AUTHORIZED BY THIS PERMIT 4. THE OPERATION PHASE OF THIS PERMIT SHALL NOT BECOME EFFECTIVE UNTIL A FLORIDA REGISTERED PROFESSIONAL ENGINEER CERTIFIES THAT ALL FACILITIES HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE DESIGN APPROVED BY THE DISTRICT WITHIN 30 DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE WATER MANAGEMENT SYSTEM. THE PERMITTEE SHALL SUBMIT THE CERTIFICATION AND NOTIFY THE DISTRICT THAT THE FACILITIES ARE READY FOR INSPECTION AND APPROVAL. UPON APPROVAL OF THE COMPLETED SURFACE WATER MANAGEMENT SYSTEM. THE PERMITTEE SHALL REQUEST TRANSFER OF THE PERMIT TO THE RESPONSIBLE ENTITY APPROVED BY THE DISTRICT 5. ALL ROADS SHALL BE SET AT OR ABOVE ELEVA nONS REQUIRED BY THE APPLICABLE LOCAL GOVERNMENT FLOOD CRITERIA. 8. ALL BUILDING FLOORS SHALL BE SET AT OR ABOVE ELEVATIONS ACCEPTABLE TO. THE APPLICABLE LOCAL GOVERNMENT 7 OFF-SITE DISCHARGES DURING CONSTRUCTION AND DEVELOPMENT SHALL BE MADE ONLY THROUGH THE FACILITIES AUTHORIZED BY THIS PERMIT NO ROADWAY OR BUILDING CONSTRUCTION SHALL COMMENCE ON-SITE UNTIL COMPLETION OF THE PERMITTED DISCHARGESTRUCTUREAND DETENTION AREAS. WATER DISCHARGED FROM THE PROJECT SHALL BE THROUGH STRUCTURES HAVING A MECHANISM SUITABLE FOR REGULATING UPSTREAM WATER STAGES. STAGES MAYBE SUBJECT TO OPERATING SCHEDULES SATISFACTORY TO THE DISTRICT 8. NO CONSTRUCTION AUTHORIZED HEREIN SHALL COMMENCE UNTIL A RESPONSIBLE ENTITY ACCEPTABLE TO THE DISTRICT HAS BEEN ESTABLISHED AND HAS AGREED TO OPERATE AND MAINTAIN THE SYSTEM. THE ENTITY MUST BE PROVIDED WITH SUFFICIENT OWNERSHIP SO THAT IT HAS CONTROL OVER ALL WATER MANAGEMENT FACILITIES AUTHORIZED HEREIN. UPON RECEIPT OF WRITTEN EVIDENCE OF THE SATISFACTION OF THIS CONDITION, THE DISTRICT WILL ISSUE AN AUTHORIZATION TO COMMENCE CONSTRUCTION. 9. THE PERMIT DOES NOT CONVEY TO THE PERMITTEE ANY PROPERTY RIGHT NOR ANY RIGHTS OR PRIVILEGES OTHER THAN THOSE SPECIFIED IN THE PERMIT AND CHAPTER 4OE-4, FAC. 10. THE PERMITTEE SHALL HOLD AND SAVE THE DISTRICT HARMLESS FROM ANY AND ALL DAMAGES. CLAIMS, OR LIABILITIES WHICH MAY ARISE BY REASON OF THE CONSTRUCTION, OPERATION. MAINTENANCE OR USE OF ANY FACILITY AUTHORIZED BY THE PERMIT 11. THIS PERMIT IS ISSIJED BASED ON THE APPLICANT'S SUBMITTED INFORMATION WHICH REASONABLY DEMONSTRATES THAT ADVERSE OFF-SITE WATER RESOURCE RELATED IMPACTS WILL NOT BE CAUSED BY THE COMPLETED PERMIT ACTIVITY IT IS ALSO THE RESPONSIBILITY OF THE PERMITTEE TO INSURE THAT ADVERSE OFF-SITE WATER RESOURCE RELATED IMPACTS 00 NOT OCCUR DURING CONSTRUCTION. 12. PRIOR TO DEWATERIt.:G. PLANS SHALL BE SUBMITTED TO THE DISTRICT FOR APPROVAL INFORMATION SHALL INCLUDE AS A MINIMUM: PUMP SIZES. LOCATIONS AND HOURS OF OPERATION FOR EACH PUMP IF OFF-SITE DISCHARGE IS PROPOSED. OR OFF-SITE ADVERSE IMPACTS ARE EVIDENT AN INDIVIDUAL WATER USE PERMIT MAY BE REQUIRED THE PERMITTEE IS CAUTIONED THAT SEVERAL MONTHS MAY BE REQUIRED FOR CONSIDERATION OF THE WATER USE PERMIT APPLICATION. _. r .. --_.~ ~~J ,. - ..... QUANTUM PARK ~f~- 01000 PLhi j ....J i.li...i.)f. .-- - September 22, 1986 Mr Michael Busha, Regional Planner Treasure Coast Regional Planning Council 620 South Dixie Highway Stuart, Florida 33495 Re Sand Pine Scrub Alternate Areas Dear Mike In accordance with your concerns, we have again evaluated the Quantum Site to establish the alternate sand pine scrub areas illustrated on the attached Exhibit A These alternate areas are to provide an extra level of assurance that the sand pine scrub maintained on the site will definitely amount to 40 acres. Since there is some question in your mind as to the viability of scrub being created by the so called "sand scrub fingers", we have identified these additional scrub areas that will be maintained in other areas of the site until such time as the scrub fingers become viable At such time that we submit to Treasure Coast an ongoing management report that identifies, in concrete terms, the viability of the sand pine scrub fingers, we will maintain these additional areas in their natural or rehabilitated state as shown on Exhibit A Upon completion and acceptance of such report by the City of Boynton Beach, these areas would be released for final planting. Following is a listing of the areas in the order in which they would be released AREA #1 - is a 20' strip of land contained within parcel #55 which will be utilized as part of the green space requirement of that parcel It amounts to one half acre in area AREA #2 is the roadway right-of-way areas of Quantum Boulevard north of Northwest 22nd Avenue These areas amount to 1 1 acres Although a greater area exists, minimal disturbance during construction leads us to believe only the 1 1 acres will be left viable upon completion of the roadway AREA #3 is the roadway right-of-way for High Ridge Road north of Northwest 22nd Avenue Again, the same situation occurs here as the right-of-way on Quantum Boulevard Resulting scrub area is 58 acres. 2455 EAST SUNRISE BOULEVARD . SUITE 1106 . FORT LAUDERDALE. FLORIDA 33304 BROWARD (305) 564-5114 . PALM BEACH (305) 734-3555 Mr Michael Busha, Continued September 22, 1986 Page 2 AREA #4 is the right-of-way area on the south loop of High Ridge Road adjacent to parcel #55 These areas will be maintained in scrub in the amount of 42 acres. AREA #5 is an area beyond the perimeter fence of the FP &L substation that will be constructed on parcel SIB It amounts to 1 03 acres of sand pine scrub AREA #6 is a land area that will surround the lake being developed on this water management parcel It amounts to 1 17 acres AREA #7 is the area adjacent to a lake in the southwest corner of the project Sand pine scrub amounts to 32 acres AREA #8 is an area adjacent to the lake and wetland and across the street from the sand pine preserve Scrub is 69 acres in area AREA #9 is an area adjacent to the lake on the north side of Northwest 22nd Avenue that has a sand pine area of 56 acres AREA #10 is the lake area in the center of development parcels, on the north edge of parcel #55. It has a sand pine area of 76 acres In total, the sand pine area illustrated on Exhibit A is 7 1 acres If this plan meets with your approval as a final resolution of the Ecological Report and the Sand Pine Preserve's Management Plan, please provide us with your approval accordingly Thank you for your consideration on this matter GWZ aem Enclosure CC Mr Edward B Deutsch Mr Thomas P. Misuraca Mr Carmen Annunziato~ David S Pressly, Esq Mr Donald Richardson {t.. QUANTUM L_ PARK ..~~~ ~----------....._--~-------. Memo RT':'CT'...."I'"~..,..' """'1'""'\ ~ i;~....( -. ..i~ .j TO MR RAFAEL SALADRIGAS AUG ;- :: YTr- FROM MR GEORGE W ZIMMERMAN PLnl ~.. ~-' '- RE QUANTUM PARK UTILITY EASEMENTS AUGUST 15, 1986 DATE Attached hereto is a final layout of the utility easements agreed to by Florida Power and Light and Southern Bell Also indicated on the drawing (UT-l) is a detail of the underground utility trench and the relative areas of use by Southern Bell, Florida Power and Light and Quantum Communication System Please make sure that the final plats include the utility easements as shown hereon Note that those easements indicated for underground use only, must carry that limitation on the plat documents I'm distributing this document to all others interested for their use GWZ aem Attachment CC: Mr Carmen Annunziato~ Mr Ric Rossi Mr Richard Zirr~erm&n Mr Jim Staddleman Mr Roy Barden Mr Bob Gill Mr Ken DiDonato Mr Charlie Worsham Mr Mike Spahn Mr Ronald J Pronyk \ \ ~ MEMORANDUM 8 August 1986 TO Chairman and Members Planning and Zoning Board FROM Carmen S Annunziato, Planning Director Boynton Beach Park of Commerce - Master Plan Amendment No 2 RE INTRODUCTION George Zimmerman, Director of Planning, Deutsch-Ireland Properties, has requested amendments to the Development Order, Ordinance No 84-51 as amended by Ordinance No 86-11, as follows 1. Section #3 The amendment application procedure and subsequent proceedings have been duly conducted pursuant to the provisions of Florida Statutes, Chapter 380. 2 Section #4, Subsection (1), Paragraph (c) shall be added as follows (c) Boynton Beach Park of Commerce ADA, Amended Master Site Development Plan submitted July 7, 1986 3 References throughout the Development Order shall be revised to conform to the Amended Master Site Development Plan, as approved. Such revisions shall be made in the interest of consistency and clarity These requested amendments are submitted in connection with a request that the City Council make a determination that the amendments are not substantial in nature and that the proposed changes do not require further Development of Regional Impact review The Council must conduct a public hearing on this matter prior to making a determination PROCEDURE Procedurally, the amendment request to the approved development order is governed by Section 7 of Appendix A - Zoning, of the Code of Ordinances which establishes Planned Industrial Development Districts and by Chapter 380 06(19), Florida Statutes for a determination of a substantial deviation As previously reported, the City Council must conduct a public hearing at which a determination of whether or not the proposed change requires further development of regional impact review If 1 no further review is required, the City Council shall issue an amended development order which in this instance requires the passage of an ordinance which amends the original development order If a determination is made that the proposed change requires further development of regional impact review, the review shall be conducted only on those aspects of the development order required to be changed The above-mentioned public hearing shall receive a fifteen (15) days public notice following the passage of thirty (30) days but not more than forty-five (45) days after receipt of the amendment materials It is anticipated that the City Council will conduct its hearing on september 4, 1986 This amendment procedure will require a one-time change to our development regulations For non-development of regional impact planned industrial developments, the City Council must make a finding related to the degree of change, that is, whether or not it is substantial, and then, the Planning and zoning Board approves, approves with modifications, or denies the request In this instance, the City Council must approve any change Therefore, the Planning and Zoning Board must act in an advisory capacity to the Council, as the State statutes prevail over City ordinances LAND USE The master site development plan submitted by Deutsch-Ireland Properties reflects the construction of a four-laned divided highway south of and intersecting with NW 22nd Avenue This new roadway which is buffered from NW 22nd Avenue by two lakes acts as a frontage road for the commercial properties consistent with the comments made by the Planning Department in connection with the first master plan amendment. Also proposed is the recombination of several industrial tracts into one, fifty-five acre tract served by a railroad spur The mix in acres of land use as currently approved and as proposed is as follows APPROVED PROPOSED INCREASE/DECREASE Commercial 27 0 26 3 (2.6)% Office 133 1 133 7 01 Club 3 4 3 4 NC Industrial 196.7 199 3 lr 1 3 Lakes, Wetlands, Open Spaces 104.9 100 2 ( 4 5) Roads 33.9 37 0 9 1 Sand Pine Preserve 40.0 40.0 NC TOTAL 539 9 539 9 2 The increase in roads (3 1 acres) results primarily from the creation of the frontage road which was responsive to a Staff recommendation TECHNICAL REVIEW BOARD COMMENTS The Technical Review Board met on August 5, 1986 to review in final form, the plans and documents submitted. Also present at the meeting was the applicant, George Zimmerman At this meeting it was agreed upon that the applicant should respond to a set of questions which address the Park of Commerce concept and the specifics of the Application for Development Approval. These questions reflect the creation of a fifty-five acre tract of land for an automated distribution facility as opposed to smaller lot development of a similar nature. These questions are as follows 1 Does the impact of setting aside a large tract of land for the purpose of developing an automated distribution facility result in a change in concept for the Boynton Beach Park of Commerce? 2 Does the impact of setting aside a large tract of land for the purpose of developing an automated distribution facility result in a conflict with the number and type of jobs projected in the Application for Development Approval (ADA)? 3 Does the impact of setting aside a large tract of land for the purpose of developing an automated distribution facility result in a conflict with the payroll levels projected in the ADA? \ 4 Does the impact of setting aside a large tract of land -for the purpose of developing an automated distribution facility result in a change in the ability of the Park to develop in a quality manner? 5 What impact will the development of an automated distribution facility on a large lot have on the lots in close proximity to the facility, especially the lots which back onto the Boynton Canal and Laurel Hills? 6 Will the development of this facility in the Park result in attracting similar facility? 7. Concerning truck traffic, what impact will the development of a large lot, automated distribution facility have on roads, intersections and the direction of flow with or without an interchange at NW 22nd Avenue, and is this impact any different from what was projected in the ADA? In addition, the Technical Review Board recommends that the applicant construct a cul-de-sac at the south end of High Ridge Road and submit water distribution calculations for fire flow purposes 3 SITE PLAN ISSUES The purpose of including this section is to discuss issues related to site plan approval as opposed to the requested master plan amendment Master Plans are concerned with land uses in general, conflict with land uses at the periphery and ability to serve, whereas, site plans are concerned with the specific impact of placing a proposed use and structure on a specific site With respect to this request, comments related to the fifty-five acre site such as detailed site design, noise, hours of operation, buffers, landscaping, etc , are really site plan questions and not master plan issues and they should be addressed at the time of site plan approval. This distinction is important as the applicant is desirous of achieving this master plan amendment regardless of any publicity related to a particular land user RECOMMENDATION It is the consensus of the Technical Review Board that the Planning and Zoning Board and the City Council should make a finding of no substantial change with respect to the requested changes to the Development Order as the changes requested comply with prior staff comments and reflect uses of land previously contemplated ~~-;~UNZI~-Z jbks cc City Manager Technical Review Board Central File 4 ~~ ;, ;J~'- F DEUTSCH IRELAND PROPERTIES REPLY TO f"OqT LAUDERDALE OF"f"ICE --.-.------- - July 17, 1986 Mr Carmen Annunziato, City Planner City of Boynton Beach 120 N E 2nd Avenue POBox 310 Boynton Beach, Florida 33435 Re Master Site Development Plan Quantum Park at Boynton Beach PID Dear Carmen In accordance with our telephone conversation earlier this week, please accept this letter as notification that the submission made to you last week requesting approval of the Master Site Development Plan for Quantum Park at Boynton Beach should be considered our application for approval of the revised development order in accordance with Subsection 380.06 (19), Fla Stats Furthermore, we are submitting a copy of this letter to Mr Jim Farr at the Department of Community Affairs in Tallahassee and to Christine Beditz at the Treasure Coast Regional Planning Council Specific language for the Development Order revisions will be forthcoming from our attorney, Moyle, Flanigan, Katz, Fitzgerald & Sheehan for your review prior to public hearing GZ aem yours, ~ CC Mr. Jim Farr Ms Christine Beditz SUITE 1106-INTERNATIONAL BUILDING-2455 E. SUNRISE BOULEVARD-FORT LAUDERDALE, FLORIDA 33304. (305) 564-5114 THE BUILDING. 1125 NORTHEAST 125 STREET NORTH MIAMI, FLORIDA 33161 . (305) 891-6806 AFFILIATES: 0/1 REALTY & MANAGEMENT CORP MITA CONSTRUCTION CORP .~....~ , FLORIDA GAME AND FRESH \V A TER FISH ~~ C01{1HSSION "- WILLIAM G BOSTICK, JR. Chairman. Wint~r Hav~n MRS. GILBERT W HUMPHREY THOMAS L. HIRES, SR. C. TOM RAINEY D.V.M, J H. BAROCO Vic~-Chairman. MicC05Uk~~ Lak~ Wales Miami romawla , FARRIS BRYANT BUILDING 620 South M~rldian Stt~t Tallahassee. Florida 32301 (904) 488-1960 ..." ROBERT M. BRANTLY Executive Director F.G. BANKS, Assistant Ex~utiv~ Dir~tor July 9, 1986 Dr I Jack Stout 324 Palmetto Street Oveido, FL 32816 Dr Stout Pursuant to your 30 June application, and in accordance with Rules 39-25 02 and 39-27 02 of the Wildlife Code of the State of Florida (Title 39, F A C ), this authorizes you to live-capture, relocate and release gopher tortoises (Gopherus polyphemus) in Florida, subject to the following provisions 1 Gopher tortoises may be live-captured by non-harmful means, relocated and released in Boynton Beach Park of Commerce in Boynton Beach, Palm Beach County Any gopher tortoise burrow commensals encountered in the capture operation may likewise be live-captured, relocated and released 2 Issuance of this permit is predicated on the information, conditions and assurances provided in your 30 June application and the various materials and correspondence attached thereto, copies of which are attached hereto and incorporated by reference Unless otherwise stipulated herein those conditions and assurances are to be adhered to 3 This permit does not authorize access to any public or private properties In instances where written or verbal permission for access is required such permission must be secured from the appropriate landowners or public agencies in advance of undertaking any work on those controlled properties 4 This permit is non-transferable, but other qualified personnel designated by you may assist in the permitted activities When any such assistance is to be provided in the absence of your direct supervision, those designations are to be made by letter of authorization from you to each designee, with this office provided a copy of such letter(s) --- -------- --------- I , r' Dr I Jack Stout July 9, 1986 Page 2 5 This permit must be readily available for inspection at all times while engaging in the permitted activities Formally designated assistants are also to be in possession of your letter of authorization 6 Progress reports during the course provided this office upon request publications which result from the their availability of the permitted work are to be Copies of any other reports or work must also be provided upon 7 This permit expires 31 December 1988, but is subject to revocation prior to that time pursuant to Chapter 120, Florida Statutes Colonel Robert M Brantly Executive Director W666-4/dr LI C 6 - 13 Attachments cc Lt Colonel 0 Gwynn Kelley Mr Mark Robson Ms Joan Diemer I State of Flonda Game and Fresh Water Fish Commission SCIENTIFIC COLLECTING/RESEARCH PERMIT APPLICATION Su Re<'fTse Side (ar PermitlHuance Polic~ Applicant's signature Affiliation Un i vers i ty Mailing address 324 Pa 1 metto Jack Stout ;Sl:Jc~~:;'";ri.' n 1 Fl n Date of application ,11l11e 30> 1986 Applicant's name I . Last Social Security # 233 66 9313 St, Height 5 ft 6 in Hair color Brown Date of birth July Weight 135 lb Eye color Brown Oviedo, Fl 32765 / 20 / 1939 Occupation Univpr~i ty Prnfpo:;~nr nnrf Fnv; rnnmpnt rO'lslIl tant Telephone number Home: 305-365-7431 Rusine.ss: 305-275-?Q1Q Do you have a federal permit for the proposed activities? no If so, please attach a copy Did you previously have a state permit for the proposed work? no Date of issuance -/ -/- Research/ collecting need( s) and objective( s). Append extra sheets if necessary, or attach a research proposal or other documentation. See attached letter Location(s) of proposed work Boynton Beach P~rlc of Commerce (=Quantum Park). Fl Duration of work ca 24 months Methodology (include collecting or trapping methods, if applicable) See attnchPd lpttpr Species to be collected pr sqldied (if taking is involyed"..incl'}de nl!mber of specimens of each species to be taken) Gopher tortolse tGopherus poryphemus), rlorlda mlce (Peromyscus floridanus) and Scrub lizard (Sceloporus woodi) ---Thp nllmhpr tn hI" rpmnv€,rf i~ nnt known All animals will be removed from the developed portions of the tract and relocated to the S~Rd Pine Scrub Preserie. Proposed disposition of collected or trapped specimens A 11 animals to be rel ease a 1 i ve wi thi n the ~ond Pine Scrllb Preserve Return to. Division of Wildlife, Florida Game and Fresh Water Fish Commission, 620 South Meridian Street, Tallahassee, FL 32301 324 Palmetto Street Oviedo, F1 32816 June 30, 1986 Don A Wood Endangered Species Coordinator Florida Game and Fresh Water Fish Commission 620 South Meridian Street Ta 11 ahassee, F1 32301 Dear Don 1 wish to apply for a permit to relocate gopher tortoises, Florida mice, and Floria scrub lizards within the Boynton Beach Park of Commerce This develop- ment site is located north and south of NW 22nd Avenue, west of 1-95 and east of Congress, within Boynton Beach The developers are Quantum Associates and 1 believe they may have changed the name of the site to Quantum Park (see letter addressed to you, dated June 25, 1986, from T P Misuraca, V P ) The relocation of gopher tortoises within the "Park" will be in compliance with the "Interim Gopher Tortoise Relocation Protocol I' dated June I, 1986 1 realize this protocol does not apply to the mice and lizards The relocation of the mice and lizards is a requirement of the Treasure Coast Planning Council t Documentation Requirements 1 Ms Joan Diemer visited the proposed relocation site on March 12, 1986 and offered detailed instructions on application procedures (see attached letter from Diemer to Richardson dated March 24, 1986) 2 Additional information on permit applications for development will be forwarded as needed and as soon as possible 3 The Quantum Park Property Owners Association has committed to permanent - ~,>V-~--A Am'_____, . ,. ~Ja Wood-Page 2-June 30, 1986 on a daily basis prior to release of tortoises Relocation Methodology 1 The relocation site will be a fenced 40 acre dedicated Sand Pine Scrub preserve Existing tortoise burrows have been located and marked on maps Resident tortoises will be captured with the same methods used to capture those tortoises scheduled for relocation Resident tortoises will be marked by scute-notching, measured, fitted with radios, and released at the point of capture 2 Relocated tortoises will remain in the holding enclosure for at least seven days prior to release within the fenced preserve 3 Relocated tortoises will be weighed, measured, and individually scute-notched for future identification All relocated tortoises will be fitted with radios Up to 48 tortoises will be radio marked in the study For example, if 30 tortoises are relocated and capable of being fitted with radios, up to 18 resident tortoises will also be fitted with radios (as per the request of Ms Joan Diemer in telephone conversation with Don Richardson) Monitoring Methodology 1 Telemetered tortoises will be relocated at least once per week during the first 12 weeks after release For the next 18 months, tortoises will be relocated once per month 2 Approximately one year after release, the preserve will be resurveyed to plot locations of all burrows 3 When monitoring is terminated, relocated tortoises will be recaptured, transmitters removed, and individuals remeasured as per standard methodology Recaptures will be accomplished by pitfall trapping Reporting Requirements 1 Tortoise mortality which occurs during the capture, relocation and release phases of the study will be reported to the Division of Wildlife within five days 2 Progress reports will be prepared and submitted to the Division of Wildlife within two weeks of the end of the once-per-week monitoring phase and within two weeks of the 12-month resurvey 3 Within 30 days of the termination of the operation, a final report will be submitted to the Division of Wildlife Please give me a call if you need additional information on this request (305- 365-7431 at home and 305-275-2919 at work) 3) Ltr from Diemetoto Richardson Report on Tortoises at Boynton Beach Park of Commerce Scientific Collecting/ Research Permit Application Sincerely, ~~~~~ Enclosed 1) 2) DEUTSCH IRELAND PROPERTIES REPLY TO "ORT LAUDERDALE Of"f'"ICE July 1, 1986 Mr. Peter Cheney, City Manager City of Boynton 8each 120 N E 2nd Avenue POBox 310 8oynton Beach, Florida 33435 Re Approval of the Proposed Master Site Development Plan Quantum Park at Boynton Beach (f/k/a Boynton Beach Park of Commerce) Dear Mr Cheney Quantum Associates hereby requests approval of the enclosed Master Site Development Plan for Quantum Park at Boynton Beach P I D. Eight copies of this enclosure are being submitted simultaneously to Carmen Annunziato for the appropriate evaluation by City Staff The proposed plan is not a "change" from the Amended Master Site Development Plan (incorporated within the Development Order by Ordinance 86-11 passed June 3rd, 1986), under 55 380 06 (19), Fla Stats, based upon the following 1) The proposed land uses and overall development plan are fully consistent with the ADA intent and the substantive declarations made therein 2) The proposa 1 presents no change in impacts to the surrounding region Nothing has changed with respect to the way in which the development interfaces with its neighbors at the project boundaries 3.) The quantity of developed acreage is fully consistant with the Amended Master Site Development Plan and well below those orginally approved in the ADA Master Plan 4) The proposal involves only the redistribution of approved amounts of land use within the project boundaries, and the realignment of project, local roadways and utility systems as required to appropriately serve such repositioned land uses We have submitted 2 copies of this proposal to both the Florida State Department of Community Affairs and the Treasure Coast Regional Planning Council We request that the City in consultation with DCA and TCRPC agree with our position that no "change" under 55 380 06 (19) Fla Stats has occurred, and request the City to allow us to submit Preliminary Plats for review and approval concurrent with the Master Plan review, such that approval can occur simultaneously SUITE 1106-INTERNATIONAL BUILDING-2455 E, SUNRISE BOULEVARD-FORT LAUDERDALE, FLORIDA 33304' (305) 564-5114 THE BUILDING' 1125 NORTHEAST 125 STREET NORTH MIAMI, FLORIDA 33161 . (305) 891-6806 AFFILIATES: 0/1 REAL TV & MANAGEMENT CORP MIT A CONSTRUCTION CORP 080886-1 0558P SPECIFIC AMENDMENT TO DEVELOPMENT ORDER 1 That the name of the development be changed to Quantum Park At Boynton Beach 2 That the Amended Master Si te Development Plan (" Amended Master Site Development Plan"), attached hereto as Exhibit "B" and made a part hereof, submitted by Applicant in its application for Amendment to the Development Order replace and supercede the Master Site Development Plan currently approved in the Development Order \' 3 That Section 4(1) be amended by adding the following subparagraph (d) (d) Quantum Park At Boynton Beach ADA Amended Master Si te Development Plan submi tted July 9, 1986 4 That references throughout the Development Order be revised to conform to the Amended Master Site Development Plan 5 That references throughout the Development Order be revised, where applicable, to conform to the Memorandum from R Thomas Powers (Goodkin Research Corporation) to Ed Deutsch under date of July 3, 1986, a copy of which is attached hereto as Exhibit "C", and the Traffic Analysis Update prepared by Kimley-Horn and Associates, Inc under date of July 3, 1986, a copy of which is attached hereto as Exhibit "D" -...~ J.. LAW ENVIRONMENTAL SERVICES Oll/ISION OF lAW ENGINEERING TESTING C~,MPANY 2749 DELK ROAD S E MARIETTA. GEORGIA 30067 (404) 952-9005 February 18, 1986 Mr. Thomrnas P. Misuraca Deutsch-Ireland Properties Suite 1106, International Building 2455 E. Sunri se Boul evard Fort LaUderdale, Florida 33304 Dear Mr. Misuraca Please find enclosed Revised Copy of Guidelines for the Preparation of Tenant Hazardous Materials Response Plans. If you have any questions, please do not hesitate to call. Very truly yours, LAW ENVIRONMENTAL SERVICES ~ov " Neil D. Willi~.E. Gl1eCh:a~~ier l/, <- i f/ -" -c-'"---. J/ames L. Studer, P. E. vSenior Geotechnical Engineer Registered Florida 26878 NIlY JLS/l sm Enel OBur e . GUIDELINES FOR THE PREPARATION OF TENANT HAZ ARDOOS MATERIALS RESPONSE PLANS BOYNTON BEAL'B PARK OF COMMERCE Prepared by Lm ENVIRONNENTAL SERVICES Marietta, Georgia Prepared for DEUTSCH- IRELAND PROPERTIES Ft. Lauderdale, Florida V er si on 2 0 February 13, 1986 GUIDELINES FOR THE PREPARATION OF TENANT HAZ ARDOUS MATERIALS RESPONSE PLANS BOYNTON BEACH PARK OF COMMERCE 1. INTRODUCTION The Boynton Beach Park of Commerce is a 539.9 acre develop- ment between Ft. Lauderdale and West Palm Beach, Florida. The park is situated north and south of 22nd Avenue in Boynton Beach, Florida adjacent to Interstate 95 (see Figure 1). The park is bounded on the east by 1-95 and the Seaboard Coastl ine Rail road, on the south by Canal C-16, on the west by Canal E-4 and on the north by farmland and other undev eloped property. It is antici- pated that the primary uses of the development will be 30.4 acres commercial, 133.1 acres office, 197 6 acres light industrial, and the remainder to incl ude a Sea Pi ne Reserv e, Ci ty Par k, and state ri ghts-of-way. For the purposes of this aocument, the owners shall be considered the manager of the Park of Commerce. Tenants shall incl ude all those per sonnel or compani es whi ch purchase or 1 ease land or conunercial space at the Park. Prior to occupancy, each tenant that uses, handles, stores or displays hazardous materials or generates hazardous waste as defined in 40 CFR Part 261 (7-1-85), shall meet the requirements of condition 16 of Ordinance No. 84-51 of the .Ordinance of the City of Boynton Beach, Florida, approving a comprehensive development of regional impact (DRI) for a proposed industrial office park comprising of approximately 539 acres located in the city of Boynton Beach, Florida pursuant to chapter 380, Florida Statues 1984, subject to special conditions, designating the city 1 manager of Boynton Beach as the local official responsible for assuring compliance with the development order.- The regulated substances described in 40 CFR Part 261 shall also include all waste materials which exceed the limits for ignitability, corrosivity, reactivity or EP toxicity as outlined in 40 CFR Part 261.20, 21, 22, 23 and 24. In additiun, the following materials and uses shall be prohibited: 1. Dioxin and Dioxin containing materials 2. Materials or substances containing PCB's 3. Semi conductor manufacturing facilities 4. Wafer/chip manufacturing facilities 5. Underground Storage Tanks 6. Surface Impoundments 7. Landfilling or Burial of Waste Materials. This document provides guidance for the preparation of Tenant Hazardous Materials Response Plans as required by state Ordinance No. 84-51. The application for a hazardous waste facility permit must be completed by all persons who own or operate, or who intend to construct or close a hazardous treat- ment, storage or disposal facility as identified in Section 17- 30, Florida administrative code (FAC), unless exempted in accor- dance with Section 17-30.27, FAC. No regulated material shall be used, stored, handled or manufactured for any purpose within 60 days of the date that the Tenant Hazardous Materials Response Plan and the necessary permits have been filed with and approved by the appropriate regulatory agencies. This document does not relieve the tenants of the normal 2 reporting, manifesting and regulatory procedures required by Federal, state or local agencies in the handling, storag~, inven- tory and reporting procedures for hazardous wastes. Application for a hazardous waste facility permit, per form 17-1.207(3), must be completed in accordance wi th the requirements of section 17-30 of the FAC. This document provides an overview to assist tenants in identifying potential problem areas that might be encountered in early planning stages and provides the methodology for reporting of hazardous material leaks or spills, assessment pro- grams and demonstration of financial responsibility. This document does not attempt to address all the details outlined in the Federal Register for hazardous waste storage, treatment and disposal facili ties. This document briefly reviews the following items as required by Ordinance 84-51. Guidelines for the storage of chemicals and hazardous ma terial s. Guidelines and requirements for reporting of accidental releases of hazardous materials. Emergency response team co-ordination with the local hazardous material control unit. Specifications, guidelines and requirements for emer- gency ground-water monitoring in the event of an acci- dental release of hazardous waste. Guidelines for the design of surface water management and spill containment structures and facilities. Guidelines for the demonstration of financial responsi- bil i ty. 3 2. GUIDELINES FOR THE STORAGE OF CHEMICALS AND HAZARDOUS MATERIALS The guidelines for the storage of chemicals or hazardous materials identified in this section are in addition to the requirements specified in the Florida Administrative Code, the Code of Federal Regulations, and appropriate National Fire Associations Standards. It is the responsibil ity of the Tenant to desi gn and construct cherni cal st orage facili ties whi ch meet or exceed the requirements specified by applicable agencies or groups. No regulated chemicals or hazardous substances shall be stored, used or manufactured at the Tenant's facility within 60 days of the date that authorization has been granted by the appropriate regulatory agencies. The chemical or hazardous material areas shall be isolated from pedestrian or vehicular traffic. Signs shall be posted to identify all chemicals or hazardous materials stored at the facility. In addition, "Danger-Keep Out" and "Unauthorized Persons - Keep Out" signs shall be conspicuously posted. The chemi calor haz ar do us ma t er ial st orage ar eas shall be totally contained using berms or curbs. The volume of the head space contained within the berms or curbs shall be equal to 150% of the maximum storage capacity of the tanks and drums plus 6 inches of free boar d. The floor sy stem shall be sloped to dr ain to a dedicated sump for each storage area. The floor and sump shall be lined with low conductivity materials such as High Density polyethylene sheet, in a similar manner to that shown in Figure 2. The storage area shall be covered and the storage area 4 and sump isolated from runoff. Potentially reactive chemicals shall be stored in separate storage ar ease Cherni cal storage practi ces shall follow the prin- ciples of segregation, isolation and protection specified by the National Fire Protection Association. In no case shall strong oxidizing chemicals be stored with potentially combustible mat- erials or flammable liquids. In storage areas containing more than one type of chemical, each chemical or waste material shall be identified on a clearly visible area of the storage tank. The area shall be marked to identify the most severe health, flam- mability or reactivity hazard present. The storage tanks or containment facilities shall be specifically designed and cer tif i ed f or the cherni cal s or haz ar do us ma t eri al s whi ch they contai n. Any hazardous material or chemical spilled or used to clear the chemical containment system shall be collected and drummed from the sump and disposed or recycled. The design of the con- tainment system is the responsibility of the tenant. The sche- matic shown in Figure 2 represents one possible alternative. 3. GUIDELINES AND REX)UIREMENTS FOR REPORTING OF ACCIDENTAL RELEASES OF HAZARDOUS MATERIALS. After each tenant has met the requirements of the state and Federal regulations and the city ordinance 84-51 regarding stor- age and handling of hazardous waste, the tenant shall contact the fire department to make arrangements for a preplan emergency response meeting (the phone number of the Boynton Beach fire depar tment is 734-8111 Ext. 451). Prior to the preplan meeting, the tenant shall have com- 5 pleted material data safety sheets on all chemicals which may be stored on site as required by OSHA. Copies of the material data safety sheets shall be provided to the Fire Marshall. Additional copies shall remain in the plant for the employees to read (see the attached copy of a material data safety sheets by the U. S. Department of Labor OSHA) in Appendix A. The tenant shall contact the fire department and arrange for a site visit to: 1. Rev iew the material saf ety data sheets 2. Quantify total chemicals and storage area facilities 3. Assess sprinkler systems and fire fighting equipnent 4. Evaluate site logistics and general operating procedures, 5. Meet with the assigned emergency coordinators 6. Designate the Plant Emergency Coordinator, and 7. Discuss emergency evacuation procedures The purpose of this meeting is to provide the Fire Department avail abl e inf ormati on ne cessary to respond pr omptly in an emergency. 4. EMERGENCY RESPONSE TEAM COORDINATION WITH THE LOCAL HAZ ARDOUS MATERIAL CONTROL UN ITS In the event of a sudden release of hazardous materials the follow ing pro ce dur es shall be followed Call the Boynton Beach Fi re Department at 911 Give the Plant's name and location State whether the emergency is First Aid 6 Fire Hazardous Waste Release Call one of the Plant Emergency Coordinators to be on- site to assist the Fire Department. (If not at the plant si te) Call the Div isi on of Emer gency Management at (904) -488- 1320 and report the accident uSing a Reporting Form for Emergency Events found in Appendix A or equal. Call the National Response Center number at 1-800-424- 8802 and report the accident using a Reporting Form for Emergency Events found in Appendix A or equal. Assist in the removal of all non-essential personnel from the area. Coordinate remedial activities with the Boynton Beach Fire Department Hazardous Waste Response Team. Contact the ground-water monitoring team to install wells (if necessaqi) and to assess the impact of the release on local surface-water and ground-water quali ty. 5. GUIDELINES FOR EMERGENCY GROUND-WATER MONITORING IN THE EVENT OF AN ACCIDENTAL RELEASES OF HAZARDOUS MATERIALS. The tenant shall comply with ell federal, state and local regulatory requirements governing ground-water monitoring fol- lowing the sudden release of hazardous materials. In the event of an accidental reI ease of hazardous material s in the storage area, the hazardous materials COllected in the chemical spill sump will be removed and recycled or disposed. 7 Following removal of the hazardous material from the sump, the chemical spill sump and containment area shall he cleaned to remove hazardous materials to acceptable levels for safe oper- ation. No additional ground-water monitoring will be required. In the event of an accidental release of hazardous materials to the surface water sump which drains the runway, parking areas and loading dock, the required level of remedial action will depend upon the design option. If a double liner and leak detec- tion layer are installed under the runway then the spill area and sump shall be pumped dry and cleaned to acceptable levels. The clean-up levels shall be approved by the appropriate federal, state and local regulatory agencies. No ground-water monitoring will be required if a double liner system is used and the spill is contained within the area draining to the surface water sump. If a double liner system is not installed, then within seven (7) days of the spill, a minimum of 4 ground-water monitoring wells, screened from the water table to a depth at least 10 feet below the water table, shall be install ed (see Figure 3) at or near the perimeter of the containment area. Figure 3 shows a typical well construction detail. One monitoring well shall be installed up-gradie-nt of the spill and three (3) wells dcwn- gradient of the spill. The wells shall be monitored monthly for a period of 12 months for the specific hazardous constituents which were spilled and which were used in the clean-up effort. If, after 12 months, the constituents are not detected in the ground-water samples obtained from the monitoring wells, sampling will be terminated. At that time, the monitoring wells may be closed by filling the riser pipe with a cement bentonite grout 8 mixture to the top. In the event that a spill occurs in an area which does not drain to a surface water sump, or if an overflow condition causes hazardous materials to overflow the containment area, immediate action may be required to intercept potentially contaminated surface water and prevent it from entering the surface water retention basins. One surface water sample shall be obtained for every 200 lineal feet of contaminated ditch or runoff area. One additional monitoring well (total of 5) shall be installed immediately down gradient of the affected area. Clean-up of the affected area shall be to the levels prescrlbed and approved by the federal, state and local regulatory agencies. 6. GUIDELINES FOR THE DESIGN OF SURFACE WATER MANAGEMENT AND SPILL CONTAINMENT STRUCTURES AND FACILITIES The tenant shall comply with all rules and regulations from the federal, state and local agencies governing the design of surface water management and spill containment structures. All drawings and plans must be submitted and approved by the appro- priate agencies prior to construction. Surface water di~charge containment and hazardous chemical containment shall be addressed in the design of the facilities. The surface water runoff from the runway, parking areas, and loading dock at the plant site shall be contained, collected and treated using an oil water separator system to remove any floating substances such as oil or gasoline. The collection system may be gravity contrOlled or collected and pumped. In the event a pump system is used, the water or fluid level in the sump 9 shall be maintained at a pumped down level so that the sumps always have adequate capacity to completely contain and store liquids from sp.Llls and clean-up efforts. The rules and regulations for construction of surface water containment system and hazardous waste containment systems shall be researched and combined with the needs of each specific plant's requirements. The components of the containment system shall resist chemical degradation due to exposure to the chemi- cals used at the tenant's facility. Figures 4 and 5 are two general examples of a plant's typical layout showing surface containment control and hazardous waste control. Figure 4 shows a surface water control system which collects the runoff from the runway, parking area and loading dock in a small collection sump which is then pumped into a central collection sump and transfer system. Because of plant layout there may be more than one collection sump feeding a central collection sump. Surface water runoff is then fed into an oil/water separator system. The treated water is discharged to the surface water management system. Any oil collected is drummed and sent either to a hazardous landfill or recycled in the plant. Figure 5 shows a simpler arrangement using an oil water separator for both the collection and treatment of surface water runoff. The surface water runoff is directed by gravity flow into the below grade oil/water separator. The treated water is discharged by gravity into the surface water management system. The oil is skimmed from the top and collected in drums for disposal. 10 The system suggested in Figure 5 has a lower capital equip- ment cost but may require additional planning and site grading. Figure 6 shows a surface water control area with a secondary containment system and a collection sump which pumps t9 the central collection sump. The transfer pump is controlled by a 1 evel control probe irnmer sed in the pi t al ongsi de the submer si bl e pump. The level indicator activates a switch which turns on the pump. As the level of the liquid falls, the float switch con- tinues to fall with the liquid level until the lower set of switches is activated shutting off the pump. Secondary contain- ment may not be required in the surface water controlled area but is offered as an alternative. Figure 7 shows the surface runoff control area using the separator for both containment and treatment. This system is gravity fed and discharged. The system may require the use of a pump if proper grades cannot be achieved. The primary device used to treat surface water runoff from the runway, parking areas and loading dock is the Oil/water separator. Figures 8 and 9 illustrates two different types of Oil/water separators. Figure 8 shows a McTighe standard oil/ water separator with a mechanical oil removal system. Figure 9 shows a McTighe separator with Petro-pak and a mechanical oil removal system. There are many variations of these units depending on the specific treatment objectives, vol- ume flow rate, regulations and site logistics. The oil/water separator should be designed for constant operation and low maintenance. As oily infl uent flows into the 11 separator, oil and sludge are removed and clean effluent is discharged to the surface water management system. The oil/water separator is comprised of a stationary tank, full of water, having an inlet at one end directing the incoming oily infl uent over a specially desi gned heavy corrugated plate, set at a 33 degree angle. Initially the flow is reversed and the influent passes over the corrugated plate. The corrugations in- duces agitation causing the oils or lighter density substances to break away. As the oil rises, it is joined by the other droplets of oil and due to their buoyancy rise rapidly to the surface. The rate at which the soils and other floating industrial waste raise to the surface depends on the oil droplet size. The larger the droplet, the faster the rate of rise and separation. Sludge or heavy solids within the stream settle to the bottom of the separator, cOllecting at the center sludge baffle plate. The second phase of separation begins as the influent is directed between an incli ned ar rangernent of cor rugated parall el plates, stacked upwardly, sloping at a 45 degree angle, and spaced 4 inches apart to prevent fouling by debris or gummy solids. It is here where buoyancy forces cause smaller oil droplets to rise and coalesce into sheets of oil on the underside of each of the corrugated plates, creep up to the surface, and finally break loose at the top in the form of large globules. Clean water flows in a downward path to the outlet where clarified water is permitted to escape from the lCYWer regions as the separated oil is withdrawn f rom the surf ace. The oil is collected and drummed for recycling or disposal. The sludge is collected and disposed at a licensed solid waste disposal 12 facili ty. It is the responsibility of the tenant to design or provide documentation for approval of the surface water control and hazardous waste containment systems. The containment areas and oil/water separators shall only be provided in the parking areas, truck runways, loading ramps and docks and chemical storage areas, where regulated chemicals or hazardous materials likely to be transported. 7. GUIDELINES FOR THE DEMONSTRATION OF FINANCIAL RESPONSIBILITY Each tenant that handl es, stores, uses or generates regu- lated chemicals or hazardous materials shall demonstrate financial responsibility as outlined in 40 CFR part 264.140-150. No regulated chemicals or hazardous materials shall be handled, stored, used or generated within 60 days of approval of the financial demonstration by the appropriate regulatory agencies. It is the responsibility of each tenant to prepare the financial demonstration and secure the approval of the appro- priate regulatory agencies. In addition to the requirements of 40 CFR, each tenant that handles, stores, uses or generates regulated chemicals or hazardous materials shall contribute $20,000 to the Emergency Action (EA) response fund. The fund shall be administered by the adrnini strative off icer of the Trea- sure Coast Regi onal Planning Council. In the event of a release of a regulated substance to the environment requiring payment form the EP response fund, the tenant responsible for the release will, in addition to any or all other costs for remedial action, reimburse the EA response fund for the exact dollar amount 13 expended from the fund In accordance with 40 CFR Section 264.142 the tenant shall prepare a cost estimate for closure and post closure care of the facility. The estimate must be prepared in current dollars for the point in time during the operation of the facility when closure or remediation would be most expensive, as stated in the closure plan (see 40 CFR Part 264.ll2(a)). The tenant shall adjust the closure and post-closure cost estimates each year within 30 days of the anniversary of the approval of the financial demonstration The adjustment in the cost estimates shall reflect inflation and changes in the opera- ti on of the f acil i ty whi ch make cl osur e or post cl osur e mor e 1 ess costly. The tenant shall establ ish financial assurance for closure and post-closure care of the facility using one or more of the fOllowing options 1. Tr ust Fund 2. Surety Bond Guaranteeing Payment into the Closure and Post-Closure Trust Funds 3. Surety Bond Guaranteeing Performance of Closure and Post-Cl os ur-e. 4. Closure and Post-Closure Letter of Credit. 5. Closure and Post-Closure Insurance 6. Financial Test and Corporate Guarantee for Cl osure and Post-CI os ur e. The closure and post-closure plans and cost estimates shall be prepared and certified by a registered professional engineer 14 and shall be approved by the EPA Regional Administrator after regulatory agencies. The basic requirements for the financial assurance options are stated in 40 CFR Parts 264.143 and 145. In addition, each tenant that handles, stores, uses or generates regulated substances shall -demonstrate financial responsibility for bodily injury and property damage to third parties caused by sudden accidental occurrences arising from- the operation of the facility (40 CFR part 264.147). The tenant shall mai ntai n 1 i ab il i ty cov era ge for sudden acci dental occur- rences of at least $1,000,000 per occurrence with an annual aggregate of $2,000,000, excluding legal defense costs. 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