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APPLICATION 'r .. . -. ..,..,. . . ..-' ... If. ....'...,;. .' . ' . l.. ",., .I""'"II.J L" .. .. '. ' : ~ ..... . . '.'. -.'. 1::'" . BOYNTON BEACH PLANNING DEPARTJo'LENT APPLICATION INFOffi1ATION FORM NOTE: This form must be filled out complete~y and accurately and must accompany all applications submitted to the Planning Dept. PROJECT NAME: O\\lNER'S NAYill: (or trustee's) ADDRESS: c~ ~t~, ) ~ /Jc4'~ 6~; ~/(j'/~ ~ -& r6'~ cJ66<-3 1/1; ~~ g-1/~.e/~ r/f~ ?Z;f ~ ~ K~/ ~ ::3<(3 d-- - (sDS:):3t}'-f3b3 . PROJECT LOCATION: S:" ~~ ~ -~1 ~~~I-.t-.; ICJ{)t legal descriP~____~~-'_:1~t2-.~ CORRESPONDENCE ADDRESS:* (~A.L.-~ /Z-, IC (if different than ' , agent or owner) AGENT'S NAME: 1d~: PHONE: PHONE * This is the address to which all agendcs, letters and other materials will be forwarded. ..._~- WATER MANAGEMENT REPORT BOYNTON COMMERCE CENTER BOYNTON BEACH. FLORIDA " CONRAD W. SCHAEFER. CONSULTING ENGINEERS. INC. WEST PALM BEACH. FLORIDA DECEMBER 15. 1982 " REPORT COMMERCE CENTER OF CONTENTS WATER MANAGEMENT BOYNTON TABLE TITLE SHEET....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TABLE PERMIT OF CONTENTS.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APPLICATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CHECKLIST.......... DRAINAGE III. II. IV. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CALCULATIONS.. I . DESIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 .2 .3 .4 , SITE LAND GROUND SUMMARY. . . . . . . . . . . . . . . . . . . . DATA...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 .7 .7 .7 .8 V. DETENTION REQUIREMENT...........................8 VII. VIII. XII. XIII. STAGE VI. IX. XI. DESIGN ALLOWABLE USE PERVIOUS/IMPERVIOUS. . . . . . . . . . . . . . . . . . . STORAGE. ....... . . . . . . . . . . . . . . . . . . . . . . . . . RAINFALLS.... . . . . . . . . . . . . . . . . . . . . . . . . . . . DISCHARGE. . . . . . . . . . . . . . . . . . . . . CALCULATIONS. STAGE-STORAGE CROWN ELEVATION. . . . . . . . . . . . . . . . . . . . . . MIN. X. DESIGN . . . . . . . . . . . . . . . . . . . . MIN. ROAD STORM ELEVATION.... . . . . . . . . . . . . . . . . . FINISHED FLOOR ELEVATION. . . . . . . . . . . . . . . . . . OUTFALL STRUCTURE DESIGN...... A. WEIR B. BLEEDER C. OUTFALL PIPE FLOOD STORAGE . . . . . . . . . . . . . . . . . ROUTING CALCULATIONS. . . . . . . . . . . . . . . . . . . . . PRINTOUT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ROUTING PRINTOUTS 1) 2) 3) FLOOD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 25 100 YEAR-1 YEAR-3 YEAR-3 DAY DAY DAY .9 .9 .9 .10 .10 .10 .11 .12 .13 .14 - SOUTH FLORIDA WATER MANAGEMENT DISTRICT P.O. BOX "V" WEST PALM BEACH, FL. 33402 TELEPHONE:(305) 686-8800 TOLL FREE: 1-800-432-2045 (FOR USE BY SFWMD PERSONNEL ONLY) DATE REC'D: APPL. NO.: - APPLICATION TO SOUTH FLORIDA WATER MANAGEMENT DISTRICT FOR A PERMIT FOR: ( ) WATER USE (XXX SURFACE WATER MANAGEMENT (DRAINAGE) ([) CONCEPTUAL APPROVAl) ( ) UTILIZATION OF DISTRICT WORKS ( ) MODIFICATION OF EXISTING PERMIT NUMBER: OWNER'S NAME: C:pnf"lIrp C:on!':f"rl1C'f"ion ADDRESS: 891 E. Palmetto Park Road . CITY; Boca Raton STATE: FL ZIP; 33432 PHONE: - ------ -- -- DEVELOPER'S NAME: C:pnrllrp C:on!':f"rllC'f"inn ADDRESS: CITY; STATE: ZIP~ PHONE: PROJECT ENGINEER: Conrad W. Schaefer Consulting Engineers ADDRESS: 2000 Palm Beach Lakes Blvd. . Suite 400 CITY: tJp.c::t- P<>lT1J STATE: FL ZIP: 33409 P':Iq~E ~ 686-0663 PROJECT NAME: Boynton Commerce Center LOCATION: Boynton Beach, Palm Beach 32 4~ S 43 E - . CITY COUNTY SECTION(S) , TOWNSH (S) R~NGE(S) PURPOSE: Industrial ZONING: Industrial (RESIDENTIAL, AGRICUl., PUB. WTR. SUPPLY, ETC.) PROJECT SIZE: 48.45 ACRES PROJECT IS: (Xl PROPOSED ( I EXISTING ( ) TO BE MODIFIED IF THIS APPLICATION IS FOR WATER USE, WHAT IS THE SOURCE OF WATER? , IF THIS APPLICATION IS FOR DRAINAGE, WHERE WILL THE WATER DISCHARGE? L.W.D.D.'s E4 Canal IF THIS IS A REQUEST TO MODIFY AN EXISTING PERMIT, DESCRIBE THE REQUESTED CHANGES: IF THIS APPLICATION INCLUDES USE OF DISTRICT WORKS, DESCRIBE THE USE: (CULVERT, BOAT DQCK, FENCE, BEAUTIFICATION, ETC. NOTE! INCLUDE CANAL NAME) NOTE! IN ALL CASES AN ACCURATE LOCATION MAP WITH THE PROJECT BOUNDARIES CLEARLY SHOWN MUST BE SUBMITTED. ALSO, IF THIS IS A PROPOSED OR EXPANDED PROJECT SUBMIT A CURRENT AERIAL PHOTOGRAPH SHOWING THE PROJECT BOUNDARIES. RULES 40E-2.10l, ..OE....l0l. and 40E-6.l0l FAC. SPECIFY DATA REQUIREMENTS TO CONSTITUTE A COMPLETE PERMIT APPLICATION. A LIST OFTHE REFERENCED RULES IS PROVIDED ON THE BACK OF THIS FORM. ANY NECESSARY CHECKLIST MAY BE OBTAINED FROM THE DISTRICT AT THE ABOVE ADDRESS. , DATE: OWNER'S SIGNATURE (IF NOT THE OWNER, CERTIFY BELOW) I HEREBY CERTIFY THAT I AM AN AUTHORIZED AGENT QF THE OWNER: TITLE: NOTE! MANY PROJECTS ALSO REOUIRE APPROVAL BY OTHER STATE AND FEDERAL AGENCIES. SFWMD INFORMS SOME AGENCIES OF PERMIT APPLICATIONS RECEIVED BUT THE RESPONSIBILITY FOR REQUESTING APPROVALS RESTS WITH THE OWNER. .0N0I JlC-I ... lie , CHECKLIST FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS I. SITE INFORMATION INCLUDING: A. DETAILED LOCATION SKETCH. (SHEET 1 OF PLANS) B. TOPOGRAPHIC MAP OF THE SITE AND ADJACENT HYDROGICALLY RELATED AREAS, WHICH SHALL INCLUDE LOCATION AND DESCRIPTION OF BENCH MARKS (MINIMUM OF ONE PER MAJOR , WATER CONTROL STRUCTURE). (SHEET 3 OF PLANS) C. OVERALL MAP OF THE AREA SHOWING WHERE RUNOFF PRESENTLY GOES AND SIZE, LOCATION, TOPOGRAPHY, AND LAND USE OF OFF-SITE AREAS WHICH DRAIN THROUGH, ON TO, AND FROM THE PROJECT. (SHEET 3 OF PLANS) D. IDENTIFICATION OF SEASONAL WATER TABLE ELEVATIONS. IF THE PROJECT IS IN THE KNOWN FLOOD-WAY OF A NA~URAL STREAM, IT SHOULD BE IDENTIFIED AND APPROXIMATE FLOODING DEPTHS DETERMINED. THE 100 YEAR FLOOD PLAIN ELEVATIONS AND LIMITS SHOULD BE IDENTIFIED IF APPLICABLE. (SEE WATER MANAGEMENT REPORT) E. DESCRIPTION OF VEGETATIVE COVER. WETLAND AREAS SHOULD BE IDENTIFIED. (PINE AND CABBAGE PALM AND NO WETLANDS) F. A RECENT AERIAL PHOTOGRAPH OF THE PROJECT WITH PROJET BOUNDARIES DELINEATED. (PREVIOUSLY SUBMITTED) G. PAVING GRADING AND DRAINAGE PLANS, WITH SPECIAL ATTENTION TO PERIMETER SITE GRADING. (SHEETS 3 & 4 OF PLANS) H. PERCOLATION TESTS MUST BE SUBMITTED IF PERCOLATION OR EXFILTRATION SYSTEMS ARE PROPOSED. PERCOLATION TESTS SHALL BE REPRESENTATIVE OF DESIGN CONDITIONS. (PREVIOUSLY SUBMITTED) I. COMPLETE DESCRIPTION OF MEASURES TO BE IMPLEMENTED DURING THE CONSTRUCTION PERIOD TO MITIGATE ADVERSE QUANTITY AND QUALITY IMPACTS OFF-SITE. (COMPLETE GRADING OF SITE) II. MASTER DRAINAGE PLAN SHOWING: A. LOCATION OF ALL WATER BODIES WITH DETAILS OF SIZE, SIDE SLOPES, ELEVATIONS AND DEPTHS. (SHEET 4 OF PLANS) B. LOCATION AND DETAILS OF ALL MAJOR WATER STRUCTURES. CONTROL ELEVATIONS OF THE STRUCTURES MUST BE INCLUDED ALONG WITH ANY WATER LEVEL REGULATION SCHEDULES. (SHEET 4 OF PLANS) CONTROL CONTROL SEASONAL C. DRAINAGE BASIN BOUNDARIES SHOWING DIRECTION OF FLOW, TAKING INTO ACCOUNT OFF-SITE RUNOFF BEING ROUTED THROUGH OR AROUND THE PROJECT. (BASIN IS SITE WITH NO OFF-SITE RUNOFF THROUGH THE SITE) D. LOCATIONS OF ROADS AND BUILDINGS ALONG WITH ~HEIR PROPOSED ELEVATIONS. (EXACT LOCATION OF BUILDINGS NOT FINAL, ROAD LOCATION ON PLANS) " E. RIGHT-OF-WAY AND EASEMENT LOCATIONS FOR THE DRAINAGE SYSTEM INCLUDING ALL AREAS TO BE RESERVED FOR WATER MANAGEMENT PURPOSES. (SHEET 4 OF PLANS) F. LOCATION AND SIZE OF INTERNAL MINOR WATER MANAGEMENT FACILITIES. (SHEET 4 OF PLANS) G. NEARBY EXISTING OFFSITE WATER MANAGEMENT FACILITIES SUCH AS WELLS, LAKES, ETC. WHICH MIGHT BE AFFECTED BY THE PROPOSED CONSTRUCTION OR DEVELOPMENT. THE NAMES AND ADDRESSES OF THE OWNERS OF SUCH FACILITIES SHOULD ALSO BE SUBMITTED. (CITY OF BOYNTON BEACH WELL SITES SHOWN ON SHEET 5 OF PLANS) III. DRAINAGE CALCULATIONS INCLUDING: (SEE WATER MANAGEMENT REPORT) A. DESIGN STORMS USED INCLUDING DEPTH, DURATION AND DISTRIBUTION. B. OFF-SITE INFLOWS. C. STAGE STORAGE COMPUTATIONS FOR THE PROJECT AND STAGE DISCHARGE COMPUTATIONS FOR THE OUTFALL STRUCTURE(S). D. ACREAGES AND PERCENTAGE OF PROPERTY PROPOSED AS: 1. IMPERVIOUS SURFACES (EXCLUDING WATER BODIES) 2. PERVIOUS SURFACES (GREEN AREAS) 3. LAKES, CANALS, RETENTION AREAS ETC. 4. TOTAL ACREAGE OF PROJECT E. RUNOFF ROUTING CALCULATIONS SHOWING DISCHARGES, ELEVATIONS, AND VOLUMES RETAINED AND/OR DETAINED DURING APPLICABLE STORM EVENTS. INCLUDED SHOULD BE THE NECESSARY MATHEMATICAL COMPUTATIONS TO DEMONSTRATE THAT THE PROPOSED DEVELOPMENT WILL NOT REMOVE NET STORAGE FROM THE BASIN FOR EVENTS UP TO THE 100 YEAR FREQUENCY. F. CALCULATIONS REQUIRED FOR DETERMINATION OF MINIMUM BUILDING FLOOR AND ROAD ELEVATIONS. IV. LEGAL AND INSTITUTIONAL INFORMATION INCLUDING: A. IDENTIFY ENTITY RESPONSIBLE FOR OPERATION AND MAINTENANCE OF THE SURFACE WATER MANAGEMENT SYSTEM. (BOYNTON COMMERCE CENTER PROPERTY OWNERS ASSOCIATION) B. IF THE OPERATION AND MAINTENANCE ENTITY IS TO BE A PUBLIC BODY SUCH AS A CITY OF DRAINAGE DISTRICT, A LETTER OF POTENTIAL ACCEPTANCE FROM THE ~UBLIC BODY MUST BE SUBMITTED PRIOR TO STAFF REPORT APPROVAL. IF THE ENTITY IS A HOMEOWNERS ASSOCIATION, THEN DOCUMENTS VERIFYING THE EXISTENCE OF SUCH AN ORGANIZATION AND ITS ABILITY TO ACCEPT OPERATION. AND MAINTENANCE RESPONSIBILITY MUST BE SUBMITTED PRIOR TO COMMENCEMENT OF CONSTRUCTION (ASSUMING THE PERMIT IS ISSUED). (DOCUMENTS TO BE SENT LATER) , C. INDICATED SUPPLIED. SUPPLIERS ( CITY HOW WATER AND LETTERS OF MUST BE INCLUDED. OF BOYNTON BEACH) WASTEWATER COMMITMENT SERVICE WILL BE FROM OFF-SITE D. IDENTIFY AGENCIES, ORGANIZATIONS, ETC. CONTACTED. INCLUDE MEETING SUMMARIES AND/OR RESPONSES. GIVE STATUS OF LOCAL APPROVALS INDICATING IF SITE PLAN AND/OR SUBDIVISION APPROVAL HAS BEEN GRANTED, FINAL PLATS RECORDED AND BUILDING OR CONSTRUCTION PERMITS ISSUED. (SITE PLAN HAS BEEN APPROVED. SUBDIVISION APPROVAL PENDING UPON PLAN APPROVAL) E. PRESENT AND PROPOSED ZONING: EVIDENCE OF COMPATIBLE DENSITY AND CLASSIFICATION UNDER THE LOCAL GOVERNMENT ZONING OF COMPREHENSIVE PLAN LAND USE ELEMENT WUST BE SUBMITTED; INCLUDE THE STATUS UNDER THE DRI PROCESS, IF APPLICABLE. THE NUMBER OF PROPOSED DWELLING UNITS AND/OR SQUARE FEET OF COMMERCIAL AREA MUST BE SUPPLIED. IF THE PROJECT IS A DRI, THEN A COpy OF THE FINAL DEVELOPMENT ORDER MUST BE SUPPLIED. (INDUSTRIAL ZONING, EXACT SQUARE FOOTAGE NOT FINALIZED) F. SUBMIT A COPY OF A BOUNDARY SURVEY AND A COPY OF THE RECORDED WARRANTY DEED, IF THE APPLICANT IS A CONTRACTURAL BUYER THEN A COPY OT THE EXECUTED CONTRACT MUST BE PROVIDED. (ATTACHED) G. 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S (p,o) ~~~ 0 000 /2..0 t3 .(po 0.58 W")e~ ~~~~ /2.5 II .Gg 3. <D3 Nf"<INr /5, () 7.70 ....""..; / S . 30 ~ti /3. 5 J'i .. 47 12...25 /1.0 2.+ ,20 /(, . 94- ~ /4.5 2 ~ . 48 2/. sc. /.5.0 35.30 ~S. 90 /5.5 4-1 ,~7 2r.B~ /(, , () +8 .~O 3~ .2/ 1(, . 5 5G. e8 35.92. /7. tJ ~~. /0 37..85 /7.5- 7Z.tP 7 38,81 /8.0 8 f . 50 '38.97 /~.5 9/ .4') 38,00 /9,0 10/ . 70 3> b ./~8 STAGE - STORAGE COMPUTATIONS ============================ STAGE FEET NGVD 1.2 AC POND STORAGE AC-FT 30.8 AC SITE STORAGE AC-FT TOTAL STORAGE AC-FT ------------------------------------------------------------------------------ 8.5 0 0 0 9 .6 0 .6 .. 9.5 1.2 0 1.2 10 1.8 0 1.8 10.5 2.4 .27 2.67 11 3 1.1 4.1 11. 5 3.6 2.47 6.07 12 4.2 4.4 8.6 12.5 4.8 6.88 11.68 13 5.4 9.9 15.3 13.5 6 13.47 19.47 6.6 17.6 24.2 7.2 22.28 29.48 1 ~ 7.8 27.5 35.3 15.5 8.4 33.27 41.67 16 9 39.6 48.6 16.5 9.6 46.48 56.08 17 10.2 53.9 64.1 17.5 10.8 61.87 72.67 18 11.4 70.4 81. 8 18.5 12 79.47 91.47 19 12.6 89.1 101.7 19.5 13.2 99.28 112.48 20 13.8 110 123.8 20.5 14.4 121.28 135.68 21 15 133.1 148.1 21.5 15.6 145.47 161.07 22 16.2 158.4 174.6 22.5 16.8 171. 87 188.67 23 17.4 185.9 203.3 23.5 18 200.47 218.47 24 18.6 215.6 234.2 24.5 19.2 231 250.2 25 19.8 246.4 266.2 YROGRAM NAME..................:SCS PROJECT NAME..................:BOYNTON COMMERCE CENTER ENGINEER'S NAME...............:CONRAD W. SCHAEFER PROJECT AREA..............;...:48.45 ACRES GROUND STORAGE................:1.2 INCHES TERMINATION DISCHARGE.........:40 CFS DISTRIBUTION TyPE.............: SFWMD RETURN FREQUENCy..............: 3 YEARS RAINFALL DURATION............. :l-DAY 24-HR RAINFALL................ :6.2 INCHES REPORTING SEQUENCE............:STANDARDIZED STAGE STORAGE DISCHARGE (FT) (AF) (CFS) 8.50 0.00 0.00 9.00 .60 0.00 9.50 1.20 0.00 10.00 1. 79 0.00 10.50 2.67 0.00 11. 00 4.09 0.00 11.50 6.07 0.00 12.00 8.60 .58 12.50 11.68 3.63 13.00 15.30 7.69 13.50 19.46 12.25 14.00 24.20 16.93 14.50 29.47 21.56 15.00 35.29 25.89 15.50 41.67 29.82 16.00 48.59 33.21 16.50 56.08 35.92 17.00 64.09 37.84 17.50 72.67 38.89 18.00 81. 80 38.97 18.50 91.47 38.00 19.00 101.69 35.87 RAIN A C CUM. BASIN ACCUM. TIME FALL RUNOFF DISCHGE INFLOW (HR) (IN) (IN) (CFS) (AF) 0.00 0.00 0.00 0.0 0.0 4.00 .27 0.00 .1 0.0 8.00 .84 .20 4.9 .8 10.00 1.32 .51 9.5 2.0 11. 00 1.66 .77 15.1 3.1 11.50 1. 97 1. 02 24.9 4.1 11.75 3.02 1.94 179.0 7.8 12.00 4.06 2.91 189.4 11.7 12.50 4.51 3.34 42.0 13.4 13.00 4.75 3.56 21.9 14.4 14.00 5.07 3.87 13.3 15.6 16.00 5.45 4.24 8.7 17.1 20.00 5.90 4.67 5.2 18.8 24.00 6.19 4.96 3.5 20.0 MAXIMUM STAGE = 12.94 FEET MAXIMUM DISCHARGE = 7.26 CFS " - - - - - R E S E R V 0 I R - - - - - ACCUM. INSTANT AVERAGE VOLUME OUTFLOW DISCHGE DISCHGE STAGE (AF) (AF) (CFS) (CFS) (FT) 0.0 0.0 0.0 0.0 8.50 0.0 0.0 0.0 0.0 ~ 8.50 .8 0.0 0.0 0.0 9.14 2.0 0.0 0.0 0.0 10.09 3.1 0.0 0.0 0.0 10.60 4.1 0.0 0.0 0.0 10.92 7.8 0.0 0.0 0.0 11.48 11. 7 0.0 1.7 .8 12.19 13.3 .1 4.9 3.7 12.66 14.0 .4 5.9 5.5 12.78 14.6 .9 6.8 6.4 12.89 15.0 2.1 7.2 7.1 12.94 14.4 4.4 6.6 6.9 12.87 13.5 6.4 5.7 6.1 12.75 PROGRAM NAME..................:SCS PROJECT NAME..................:BOYNTON COMMERCE CENTER ENGINEER'S NAME...............:CONRAD W. SCHAEFER PROJECT AREA.................. :48.45 ACRES GROUND STORAGE................: 1.2 INCHES TERMINATION DISCHARGE.........:40 CFS DISTRIBUTION TyPE.............: SFWMD RETURN FREQUENCY..............:25 YEARS RAINFALL DURATION.............:3-DAY 24-HR RAINFALL................:12 INCHES REPORTING SEQUENCE............:STANDARDIZED " STAGE STORAGE DISCHARGE (FT) (AF) (CFS) 8.50 0.00 0.00 9.00 .60 0.00 9.50 1. 20 0.00 10.00 1. 79 0.00 10.50 2.67 0.00 11.00 4.09 0.00 11. 50 6.07 0.00 12.00 8.60 .58 12.50 11.68 3.63 13.00 15.30 7.69 13.50 19.46 12.25 14.00 24.20 16.93 14.50 29.47 21.56 15.00 35.29 25.89 15.50 41.67 29.82 16.00 48.59 33.21 16.50 56.08 35.92 17.00 64.09 37.84 17.50 72.67 38.89 18.00 81.80 38.97 18.50 91.47 38.00 19.00 101.69 35.87 - - - - - R E S E R V 0 I R - - - - - RAIN ACCUM. BASIN ACCUM. ACCUM. INSTANT AVERAGE TIME FALL RUNOFF DISCHGE INFLOW VOLUME OUTFLOW DISCHGE DISCHGE STAGE (HR) (IN) (IN) (CFS) (AF) (AF) (AF) - (CFS) (CFS) (FT) 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 8.50 4.00 .29 0.00 .2 0.0 0.0 0.0 0.0 0.0 8.50 8.00 .58 .07 1.3 .3 .3 0.0 0.0 0.0 .8.74 12.00 .87 .22 2.0 .8 .8 0.0 0.0 0.0 9.22 16.00 1.16 .40 2.4 1.6 1.6 0.0 0.0 0.0 9.84 20.00 1.46 .61 2.6 2.4 2.4 0.0 0.0 0.0 10.37 24.00 1. 75 .84 2.8 3.4 3.4 0.0 0.0 0.0 10.74 28.00 2.17 1.19 4.4 4.8 4.8 0.0 0.0 0.0 11.17 32.00 2.60 1.56 4.6 6.3 6.3 0.0 0.0 0.0 11.54 36.00 3.03 1.95 4.7 7.8 7.8 0.0 .3 .2 11.83 40.00 3.45 2.34 4.8 9.4 9.1 .2 1.0 .6 12.08 44.00 3.88 2.73 4.8 11. 0 10.2 .8 2.1 1.6 12.25 48.00 4.30 3.14 4.9 12.6 11.0 1.6 2.9 2.5 12.38 52.00 4.84 3.65 7.8 14.7 11.9 2.7 3.8 3.3 12.53 56.00 5.95 4.72 17.0 19.0 14.5 4.4 6.7 5.0 12.87 58.00 6.86 5.60 25.1 22.6 16.8 5.7 9.1 7.8 13.15 59.00 7.53 6.26 36.7 25.2 18.7 6.5 11.0 9.9 13.36 59.50 8.13 6.85 57.5 27.6 20.6 7.0 12.7 11.8 13.55 59.75 10.15 8.84 389.5 35.7 28.3 7.3 17.0 14.9 14.01 60.00 12.18 10.84 391.2 43.8 36.0 7.7 23.4 20.2 14.71 60.50 13.05 11.71 84.9 47.3 38.4 8.8 27.2 25.9 15.17 61. 00 13.51 12.17 44.2 49.1 39.1 10.0 27.9 27.7 15.26 62.00 14.12 12.77 26.7 51.5 39.2 12.3 28.1 28.1 15.28 64.00 14.86 13.51 17.4 54.5 37.6 16.9 27.2 27.7 15.17 68.00 15.73 14.37 10.4 58.0 32.6 25.3 23.8 25.5 14.76 72.00 16.30 14.95 7.0 60.3 27.7 32.6 19.9 21.9 14.32 MAXIMUM STAGE ... 15.29 FEET MAXIMUM DISCHARGE .. 28.18 CFS ..~~ PROGRAM NAME..................:SCS PROJECT NAME..................:BOYNTON COMMERCE CENTER ENGINEER'S NAME...............:CONRAD W. SCHAEFER PROJECT AREA..................:48.45 ACRES GROUND STORAGE................ :1.2 INCHES TERMINATION DISCHARGE.........:40 CFS DISTRIBUTION TYPE.............:SFWMD RETURN FREQUENCY..............:I00 YEARS RAINFALL DURATION............. :3-DAY 24-HR RAINFALL................ :16 INCHES REPORTING SEQUENCE............:STANDARDIZED " STAGE STORAGE DISCHARGE (FT) (AF) (CFS) 8.50 0.00 0.00 9.00 .60 0.00 9.50 1.20 0.00 10.00 1. 79 0.00 10.50 2.67 0.00 11. 00 4.09 0.00 11.50 6.07 0.00 12.00 8.60 .58 12.50 11.68 3.63 13.00 15.30 7.69 13.50 19.46 12.25 14.00 24.20 16.93 14.50 29.47 21.56 15.00 35.29 25.89 15.50 41.67 29.82 16.00 48.59 33.21 16.50 56.08 35.92 17.00 64.09 37.84 17.50 72.67 38.89 18.00 81.80 38.97 18.50 91.47 38.00 19.00 101. 69 35.87 - - - - - R E S E R V 0 I R - - - - - RAIN A C CUM. BASIN ACCUM. ACCUM. INSTANT AVERAGE TIME FALL RUNOFF DISCHGE INFLOW VOLUME OUTFLOW DISCHGE DISCHGE STAGE (HR) (IN) (IN) (CFS) (AF) (AF) (AF) (CFS) (CFS) (FT) 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 8.50 4.00 .38 .01 .9 0.0 0.0 0.0 0.0 0.0 . 8.54 8.00 .77 .16 2.4 .6 .6 0.0 0.0 0.0 9.04 12.00 1. 16 .40 3.2 1.6 1.6 0.0 0.0 0.0 9.83 16.00 1.55 .68 3.6 2.7 2.7 0.0 0.0 0.0 10.52 20.00 1.94 1. 00 3.9 4.0 4.0 0.0 0.0 0.0 10.96 24.00 2.33 1. 33 4.1 5.3 5.3 0.0 0.0 0.0 11.31 28.00 2.90 1. 83 6.2 7.4 7.3 0.0 .2 0.0 11.74 32.00 3.47 2.35 6.4 9.5 9.2 .2 1.1 .5 12.10 36.00 4.04 2.88 6.5 11.6 10.7 .8 2.6 1.9 12.34 40.00 4.60 3.42 6.6 13.8 11. 8 1.9 3.7 3.2 12.51 44.00 5.17 3.97 6.6 16.0 12.6 3.3 4.6 4.2 12.62 48.00 5.74 4.51 6.7 18.2 13.2 5.0 5.2 5.0 12.70 52.00 6.46 5.21 10.6 21.0 14.1 6.9 6.2 5.7 12.82 56.00 7.93 6.65 23.0 26.8 17.4 9.4 9.7 7.7 13.22 58.00 9.15 7.85 33.9 31.7 20.3 11. 3 12.8 11.1 13.56 59.00 10.04 8.73 49.4 35.2 22.8 12.4 15.0 13.8 13.80 59.50 10.84 9.52 77.3 38.4 25.3 13.1 17.2 16.1 14.03 59.75 13.54 12.20 522.4 49.2 35.7 13.5 22.2 19.7 14.57 60.00 16.24 14.88 523.7 60.0 46.0 14.0 29.1 25.6 15.41 60.50 17.40 16.04 113.6 64.7 49.4 15.3 33.0 31.6 15.97 61. 00 18.01 16.65 59.1 67.2 50.4 16.7 33.6 33.4 16.08 62.00 18.83 17.46 35.8 70.5 50.9 19.5 33.9 33.8 16.13 64.00 19.82 18.45 23.3 74.5 49.3 25.1 33.4 33.7 16.03 68.00 20.97 19.60 14.0 79.1 43.4 35.7 30.6 32.0 15.61 72.00 21.74 20.36 9.3 82.2 37.0 45.2 26.8 28.7 15.12 MAXIMUM STAGE = 16.13 FEET MAXIMUM DISCHARGE ... 33.93 CFS TRAFFIC IMPACT ANALYSIS UPDATE BOYNTON INTERCHANGE PLAZA BOYNTON BEACHt FLORIDA A Kimley-Horn dnd AssocidteS.lnc. 5800 Corporate Way. West Palm Beach, Fla. 33407 . Phone (305)683-5500 Engineering, Planning, Design and Operations November 6, 1979 Mr. Stephen J. Jarvis Realty Investments 500 South Cypress Road Pompano Beach, Florida 33060 Dear Mr. Jarvis: We are pleased to submit our updated Traffic Impact Analysis for the proposed Boynton Interchange Plaza at Woolbright Road and 1-95 including 36 acres of light industrial property. The report summarizes the analysis undertaken and the conclusions. We appreciate the opportunity of providing you with these professional services and look forward to providing you additional traffic input necessary in the design development stage of the project. Very truly yours, KINLEY-HORN AND A;S~TES. P.E. ) J r INC. JRZ:ke l 71 West Palm Beach, Tampa, Jacksonville, Ft. Myers, Raleigh, Birmingham, Knoxville TRAFFIC IMPACT ANALYSIS UPDATE BOYNTON INTERCHANGE PLAZA WITH LIGHT INDUSTRY Prepared for: Mr. Stephen J. Jarvis Pompano Beach, Florida Prepared by: Kimley-Horn and Associates, Inc. West Palm Beach, Florida November, 1979 4161. 1 Table of Contents Page List of Figures ii Introduction 1 Planning Data 3 Traffic Generation 4 Distribution and Assignment 5 Roadway Requirements 7 List of Figures Fig. No. Titl e Page 1 2 3 Location Map and Traffic Distribution 2 6 Traffic Assignment Roadway Requirements 8 i i INTRODUCTION Boynton Interchange Plaza is to be located on Woolbright Road at 1-95 in Boynton Beach, Florida. (See Figure 1) Mr. Stephen J. Jarvis retained Kimley-Horn and Associates, Inc. to update the traffic impact analysis for a proposed 36 acre light industrial addition to the project. Known, observed travel characteristics were utilized where possible and one-hundred percent development and occupancy were assumed. Therefore, the resulting traffic impact is the maximum which could be expected when the project is completed developed. 1 PLANNING DATA Land use information was provided by Walter Taft Bradshaw and Associates. The development will consist of a community shopping center and a motel. The characteristics of the development are listed below: Commercial Area Motel 80,000 Sq. Ft. GFA 100 Units Other data collected for this project included roadway inventory and manual traffic counts on Woolbright Road and 24 hour traffic counts from the Palm Beach County Engineering Department. Update data includes 36 acres of light industrial land as an addi- tion to the area (See Figure 1). 3 TRAFFIC GENERATION The traffic generation potential of the different land uses within the proposed project was determined using traffic generation rates from Florida DOT and Palm Beach County traffic generation reports and traffic generation reports from the Institute of Transportation Engineers. Based upon the estimated square footage of the commercial area, a daily traffic generation rate of 100 trips/1,000 square feet GFA was determined. The motel is estimated to generate 10 trips/unit/day and the industrial area 52 trips/acre. Utilizing these traffic generation rates, the total daily vehicle trip end generation for the development with 100% occupancy is summarized below: Commercial Motel Industrial 8,000 1,000 1,872 An analysis was performed relative to the internal and external impact of the total travel generation. It is estimated that 300 vehicle trips (600 trip ends) will remain inside the development; thus the external impact would be 10,272 vehicle trips daily. 4 DISTRIBUTION AND ASSIGNMENT From a review of the existing and approved development in Central Palm Beach County and considering the arterial network with its travel time characteristics, the external traffic distribution was calculated for the commercial, motel, and industrial trip ends. The external traffic were summarized by major distribution direction (see Figure 1) and the following table depicts the summary. DIRECTION OF PERCENT OF EST. PERCENT OF EST. PERCENT OF EST. TRIP DISTRIBUTIONS COMMERCIAL TRIPS MOTEL TRIPS INDUSTRIAL TRIPS North 20% 30% 26% East 20% 25% 24% South 20% 30% 26% West 40% 15% 24% The distributed traffic was then assigned to the existing arterials. The impact traffic assignment was combined with existing traffic as shown in Figure 2. The daily two-way vehicular traffic volumes were converted to peak hour directional volumes at the entrance to the development based upon the following criteria: MOTEL COMMERCIAL Peak Hour Factor 9% 50% IN 50% OUT 10% 50% IN 50% OUT INDUSTRIAL 19% 34% IN 66% OUT 5 -. 4 ('~ - -..-..- LEGEND ~VELOPMENT TWO WAY 24 HOUR ~AFFIC VOLUME (ISTING PLUS DEVELOPMENT TWO WAY ~ HOUR TRAFFIC VOLUME (ISTING PLUS DEVELOPMENT ~AK HOUR TRAFFIC VOLUME DUSTRIAL AREA PEAK HOUR RAFFIC VOLUME N NOT TO SCALE ASSIGNMENT FIGURE 2 ROADWAY REQUIREMENTS In order to assess the general roadway requirements, roadway and entrance sections were examined to see if they had sufficient capacity to allow operation at level of service "c" during the peak hours with the impact of the development. All capacity calculations were carried out following the criteria of the 1965 Highway Capacity Manual and utilizing the "Intersection Capacity Analysis Charts and Procedures" published by the Traffic Institute, Northwestern University. The peak hour directional volumes shown on Figure 2 were used in the capacity analysis. Improvements as required were assumed for final capacity analysis for the area roadways. The following criteria were assumed for the intersection analysis: (1) All lanes, including turning lanes are 12 feet with high standards (2) Five percent truck traffic occurs at peak hour (3) Level of service "c" is achieved with the following G.C. ratios: 2 Phase - 0.90 3 Phase - 0.85 4 Phase - 0.80 Using the above criteria, the lane requirements for the entrance to the development were determined and are shown in Figure 3 along with the general roadway requirements in terms of number of through lanes needed. A special analysis of the impact of the industrial area traffic was also accomplished and the lane requirements for the entrance to serve only the industrial development are also depicted on Figure 3. 7 - N NOT TO SCALE .- .- ~ ~l t - FOR INDUSTRIAL AREA 4L ------- LEGEND -.-.-.-3ENERAL ROADWAY REQUIREMENT fHRU LANE 3EPARATE RIGHT TURN LANE 3EPARATE LEFT TURN LANE "EQUIREMENTS FIGURE 3 The following is a brief discussion of these requirements: Commercial, Motel and Industrial Woolbright Road at the entrance to the development presently exists as a four lane facility with a separate left turn lane provided ,on the east approach. A separate right turn lane will be required on the west approach. A separate left and right turn lane will be required on the south approach. Industrial Only No additional lane requirements on the east and west approaches. 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J; 3: --- \..... ~c ~fi rn, :o~ -\~ J:'> 0)- cc: ;r -\ - -7 4 o z 11 ,0 0:;0 ~ - ~ 0: P. O. BOX 310 120 N.E. 2ND AVENUE BOYNTON BEACH. FLORIDA 33435 CITY of BOYNTON BEACH Office of the City Engineer December 22, 1982 Mr. Conrad Schaefer, P.E. 2000 Palm Beach Lakes Blvd. 4th Floor West Palm Beach, Florida 33409 Re: Boynton Commerce Center - Proposed Paving and Drainage Plans Dear Conrad: Reference is made to your letter of December 17, 1982 in regard to the subject project. A copy of a memo dated December 20, 1982 from the City Planner is attached hereto for your information and appropriate action. Please send calculations for the revised paving and drainage plan and also forward the changes in the cost estimate. Very truly yours, -=-;z::; BEACH Thomas A. Clark, P.E. City Engineer TAC:mb Attach. cc: Carmen Annunziato Perry Cessna (.:'\ t AJ I I) ) ~ REPLY MESSAGE FROM C~ ~ ,y~~ ~. " "I TO Peter Cheney. Perry Cessna/ Tom Clark v' Carmen S. Annunziato City Planner FOLD. SUBJECT: _ Boyn t~~_.B e~.<::E_~~rnITle:E_c:~~e_I1_t:~~___..______,~._____ __,-DA TE:Joy~ 2_2. ,J- 9~_~__ Accompanying this memo,you will find two copies of corre?pondence transmitted in connection with the proposed Boynton Beach Commerce Center. Please advise concerning the applicants desire to not relocate the 1611 water main as to impact on the approved master . plan. CSA:mpc Attachs. PLEASE REPLY TO ..' SIGNE~o<:; __ J C------7~ _ =- __~~"-"";:__~~~",,,'')ll''~''~'~.a..~-:........>;.._...~-.._-:=.......__tI''!""~..r~..............--','!lo_~'''' .".-..____~~~_-. l" t;E;~ Y DATE: / 1i/~~ ~Ie-. t1L /"A~~ ~ *~~ k~ · ~.~~ ~-~-J11~ ~~ Z~~~SIGNED~~ cfJ___ _~/ /6 _.... ._ _ ,. . _ 'L __" _ . ___ _..". ....__ _ _.. FORM F269 Available from GRAYARC CO., INC.. New Hanford. Conn. 06057 I .".. THIS COpy FOR PERSON ADDRESSED ~ __ ;+1/",..,..,J, ,?:t. RIEGLER. ORR ASSOCIATES ARCHITECTS. PLANNERS 4~1 OLEANDER AVENUE, FORT PIERCE, FLORIDA 33450 (305) 464 - 8237 Mr. Carmen S. Annunziato, City Planner Boynton Beach Building Department P.O. Box 310 120 N.E. 2nd Avenue Boynton Beach, Florida 33435 November 3, 1982 Re: Boynton Central Park Boynton Beach Commerce Park Palm Beach Commerce Center Carmen: This is to advise you that we will no longer be employed as Architects for this project. In this regard, I will no longer be the Owner's representative and/or agent. I would like to point out that in response to the notice that we received concerning the placement of, and renovation to, t r ail e r sat t his sit e, we had n 0 know 1 e d g e w hat s 0 eve r 0 f the Owner's actions at that time. We prepared a preliminary sketch for the trailer placement for the Owner's review and comment and, in fact, the Owner inadvertently left this office with the drawing in his possession. It is for this reason that we will assume no responsibility whatsoever for any action that will be taken by the Owner/developer for placement of, and renovation to, sales trailers at this site. Carmen, I would like to take this opportunity to express my appreciation for all of your input and assistance during the Master Plan modification review and acceptance by the City of Boynton Beach. Rarely have I had the opportunity during the last 20 years of working with a Planner with the intelligence and common sense that you displayed for us during this period oft i me . Th a nk you, 0 n c e a g a in, for all 0 f you rho n est e f for t s and I look forward to the opportunity of working with you at any time in the future. Sincerely, RIEGLER - ORR ASSOCIATES c;t) . Wendell F. Orr, Jr. Archi tect WFO:sv cc: Mr. Peter L. Cheney, City Manager