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Agenda 08-06-15 • BOYNTONT BEACH CRA Budget Meeting Thursday, August 6, 2015 6:00 p.m. until the conclusion of business at Intracoastal Park Clubhouse 2240 North Federal Highway Boynton Beach, FL 33435 AGENDA 1. Welcome by Board Chair Jerry Taylor 2. Invocation and Pledge to the Flag • 3. Summary - FY 2015 -2016 4. FY 2015 -2016 Budget Overview 5. Review of General Fund, Project Fund, Debt Service 6. Adjourn NOTICE IF A PERSON DECIDES TO APPEAL ANY DECISION MADE BY THE CRA BOARD WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING, HE /SHE WILL NEED A RECORD OF THE PROCEEDINGS AND, FOR SUCH PURPOSE, HE /SHE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDING IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. (F.S. 286.0105) THE CRA SHALL FURNISH APPROPRIATE AUXILIARY AIDS AND SERVICES WHERE NECESSARY TO AFFORD AN INDIVIDUAL WITH A DISABILITY AN EQUAL OPPORTUNITY TO PARTICIPATE IN AND ENJOY THE BENEFITS OF A SERVICE, PROGRAM, OR ACTIVITY CONDUCTED BY THE CITY. PLEASE CONTACT THE CRA AT (561) 737 - 3256 AT LEAST TWENTY -FOUR HOURS PRIOR TO THE MEETING PROGRAM OR ACTIVITY IN ORDER FOR THE CRA TO REASONABLY ACCOMMODATE YOUR REQUEST. f r:_,... - 0 /1 ' aj,:• -, _/ � ., / let,,,,,.2, / • '.. f______ . A r r� /i ce �, • . ,- \''' .:-• -, - ' 7 ,A --:::''.-;,,.."'"•• 4 ,t 4,4 . . , ,,, . --,‘„,‘,,, . I ,....' ''';' . -. ..4,..." .‘1° \ \\ e • / / . - - ' ,6, ,,,,, . \ 1 ' ' , i , '/ / ;' / �I + \ "t —,% l /A l l ; I I `' • � � �� •� � _ ; ��,,,,,. .. —/ � � l 1 j # 1 ' I / I I, k 44 • � 1 ' ‘4 % v i\ 1 . s ,, i. 1 : ' , \ 1 . AN: f N, ,... / �� . . , ,,� •`' `' �i � '\ i I �� / 1 , 1 i � 1 �� ' .. f. �i 41 1� � . i r ' f , • ( V ey , ,r, 4 I • • / 1 .. I' 4 4iV,'. 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Federal Highway, Boynton Beach, FL 33435 Phone 561- 737 -3256 www.CatchBoynton.com 1 + ♦� t 46 Pi . • Table of Contents Summary FY 2015 -2016 Chart #'s 01 -10 Exhibit 1 Marina Open Space Project Exhibit 2 0 Model Block Budget Overview Page #'s 01 -10 General Fund 11 -23 Project Fund 24 -29 Debt Service Fund 30 -31 • • Boynton Beach Community Redevelopment Agency FY 2015 -2016 Proposed Budget Summary • • • • 0 CHART 1 Important Meeting Dates CRA Budget Meeting Thursday, Aug. 6, 2015 6:00 PM Intracoastal Park CRA Board Meeting Tuesday, Sept. 8, 2015 6:30 PM City Hall Chambers (Review and approval of Budget) City Commission Meeting Tuesday, Sept. 15, 2015 6:30 PM City Hall Chambers (Review and Ratification of CRA Budget) • • CHART 2 Boynton Beach CRA FY 2015 -2016 Major Budget Assumptions and Factors Tax Increment Revenue (based on June 26 estimated values from Property Appraiser) CRA property values up 11% from previous year resulting in $1.0 million increase in revenue or 12% General Fund - Marina Revenues up $100,000 to $1.1 million based on increased fuel sales. - Departmental budgets up 7% due to healthcare costs (up 20 %), merit pool of 3 %, - Elimination of one position from Organization Chart (Administrative Assistant) and reclassification to Development Project Manager (from Development Director) - Operating expenses increased primarily due to Marina operations (up 10 %), reemployment/leave payouts up 35% and contingency of 1°/0 of total General Fund. Project Fund - Transfers to the Project Fund up 31% due to increased property values in CRA - New redevelopment projects include three Strategic Plan Initiatives - Model Block, Cottage District and District Clean Program. - Additional funding of $1.7 million added to ongoing multi -year projects. Debt Service Decrease of 7% versus prior year ($2.3 million) to $2.1 million due to bond refunding. Savings to public of $1.8 million for 2015 Refunding and a total of $4.4 million including 2012 Refunding. Fund Balance Estimated at 9/30/2015 at approximately $200,000 to $250,000. To be finalized after audit. • • • CHART 3 Boynton Beach CRA Assessed Property Values & Tax Increment Revenue • CRA property values increased 11% from previous year • Increased property values result in $1 million or 12% increase in tax increment revenue for the new budget year Assessed Property Values % Change Amount From Prior Year FY 14 -15 $1,000,248,846 12% FY 15 -16 $1,107,322,374 11% Tax Increment Revenue % Change City County Total From Prior Year FY 14 -15 $ 5,181,655 $ 3,136,213 $ 8,317,868 19% FY 15 -16 $ 5,985,241 $ 3,622,586 $ 9,319,592 12% % of Total TIF (excl. True -Up) City 62% County 38% • • • CHART 4 Boynton Beach CRA General Fund Budget FY 2015 -2016 $10,419,593 Operating if Expenses Transfers to $3,242,953 (31 %) Project Fund $5,034,122 (48 %) Debt Service $2,142,518 (21 %) • 0 CHAr 5 Boynton Beach CRA General Fund Overview Major Budget Assumptions and Factors % Change From Revenue FY 14 -15 FY 15 -16 Prior Year Revenue -Tax Increment Revenue $8,317,867 $ 9,319,593 12% • The budget is balanced at the proposed millage rates of the City and County - Marina $1,000,000 $ 1,100,000 10% Total $9,317,867 $10,419,593 12% • Total increase versus prior year of 12% • Marina revenues increased due to completion of Harbormaster building and resultant fuel and retail sales increases since December 2015 • Increase of 31% in Transfers to the Project Fund for redevelopment projects % Change From Expenses FY 14 -15 FY 15 -16 Prior Year Expenses - Operating $2,943,667 $ 3,242,953 10% • Operating expenses increase of 10% (below revenue increase of 12 %) -Debt Service $2,301,853 $ 2,142,518 -7% - Transfers to Project Fund $3,854,480 $ 5,034,122 31% • Major factors for increase - Total $9,100,000 $10,419,593 15% Department expenses up 7% (healthcare costs up 20 %, 3% merit pool) Insurance & Reemployment /Leave Payouts up 35% Marina Management contract increase of 9% Contingency budgeted at 1% of total General Fund Debt Service • Down 7% due to bond refunding for Series 2015 • Total savings of $4.4 million over life of bonds between the two refundings (Series 2012 and Series 2015) • s • CHART 6 Boynton Beach CRA General Fund Overview Personnel Organization & Budget • One position eliminated - Administrative Assistant (unfunded in previous fiscal years) • One job reclassified from "Development Director" to "Development Project Manager" • Development Project Manager vacant position anticipates future growth and unfunded in FY15 -16 • Nine(9) total positions and eight (8) funded, down from ten (10) Change FY 14 -15 FY 15 -16 From Prior Year Salaries & Auto $ 595,161 $ 611,576 3% •Merit Pool Taxes $ 45,302 $ 47,092 4% Benefits $ 80,955 $ 97,515 20% •Healthcare Increases Retirement $ 113,752 $ 122,315 8% $ 835,170 $ 878,498 5% • • • CHART 7 Boynton Beach CRA Project Fund Budget FY 2015 -2016 $7,612,182 DIFA Payments $1,340,000 (19 %) i er New Projects $3,694,122 (50 %) Ongoing Projects $2,578,060 (31 %) • • • CHART 8 Boynton Beach CRA Project Fund Overview Major Budget Assumptions and Factors % Change From Project Fund FY 14 -15 FY 15 -16 Prior Year Rollovers (a) $ 2,436,878 $ 2,578,060 (a) 6% Transfers In from General Fund (b) $ 3,854,480 $ 5,034,122 (b) 31% Total $ 6,291,358 $ 7,612,182 21% The Project Fund consists of ongoing and new projects summarized in the next chart and detailed in the budget document. (a) Rollovers reflect ongoing projects, some with proposed additional funding • Rollover Projects $ 2,578,060 • Additional Funding in FY 2015 -2016 (part of Transfers In) $ 1,717,122 $ 4,295,182 (b) Transfers In from the General Fund represent the following: • Direct Incentive Funding Payments $ 1,340,000 • Proposed Projects - new in FY 2015 -2016 $ 750,000 • Other - Professional Expenses, Special Events, Marketing, Community Meetings, Business Incubator Project $ 1,227,000 Total Project Fund - FY 2015 -2016 $ 7,612,182 • EXHIBIT 2 MODEL BLOCK STREETSCAPE AND FUNDING SOURCES • 0 • • • HEART OF BOYNTON 2013 MASTER PLAN I, a. ' . ,� r N t4. 7 - ... — r. 4 • .:.- 44 -I* 1.6 14:' . • ', ' t �-�¢ s s Si ' lt{�? � • . ' r W f.' _` _ w 7F .. ,. y' . ` . �t � . _ � K '� 1 � x 7`.e�" . ' A y y y �.. t i ' , ) I 1 1. atl �' I . 1 .f!, ,gJM,b, ,• '.p 4 1 T . % . y s � , .. .�t 'it r.. 5 1 q, , ,'+ Nt 1 aft '_ i ki.14.i,,la 4O 1tP • _. tit ills.."—: '1 Model Block View -- Model Block .�'-. --- �". - _ 4 . ' ,..; - 4. - ; • ; 4 Aerial View �r ' � / 3r �" } ..te, n ;`.. =BEACH C 'Nr..,� RA 1. HOB MODEL BLOCK STREETSCAPE z : - • • • Model Block Project Estimate & Funding Sources NW 10TH AVENUE Projected Funding Source Item Vendor Description Date Costs - CIP - GasTax CIP - Utilities CDBG CRA CRAWLS NRI 1 Vance Real Estate Service Appraisals for taking - NW10thAvenue Pending $ 11,400 $ - $ - $ - $ - $ 11,400 $ - 2 Kimley Horn Engineering design - NW 10th Avenue Phase 1 Pending $ 29,500 $ - $ - $ - $ - $ - $ 29,500 3 Kimley Horn Lighting and underground utility design - NW 10th Pending $ 9,000 $ - $ - $ - $ 9,000 $ - $ - 4 128 W MLK Jr Blvd Acquisition costs for taking Pending $ 40,100 $ - $ - $ 40,100 $ - $ - $ - 5 132 W M L K J r Blvd Acquisition costs for taking Pending $ 37,700 $ - $ - $ 37,700 $ - $ - $ - 6 133 W MLK Jr Blvd Acquisition costs for taking Pending $ 9,800 $ - $ - $ - $ 9,900 $ - $ - 7 119 W MLK Jr BIvd Acquisition costs fortaking Pending $ 233,600 $ - $ - $ - $ 233,600 $ - $ - 8 117 W MLK Jr Blvd Acquisition costs for taking Pending $ 14,100 $ - $ - $ - $ 14,100 $ - $ - 9 111 W MLK Jr Blvd Acquisition costs fortaking Pending $ 3,200 $ - $ - $ - $ 3,200 $ - $ - 10 City Attorney Legal Fees forTaking (TobeverifiedbyCityAttomey) Pending $ 15,000 $ 15,000 $ - $ - $ - $ - $ - 11 Harnett Building Group NW 10th Avenue - Paving, Grading, Drainage, Landscaping Under Const. $ 153,300 $ - $ - $ 60,683 $ - $ - $ 92,617 NW 10th Avenue - Paving, Grading, Drainage, Landscaping 12 TBD - Phase 2 (Includes 15% Contingency) Pending $ 131,704 $ 131,704 $ - $ - $ - $ - $ - NW 10th Avenue - Underground Electric Service (Includes 13 TBD 15% contingency) Pending $ 155,300 $ - $ - $ - $ 155,300 $ - $ - 14 TBD NW 10th Avenue - FPL Street Lighting (Includes 15% Pending $ 32,200 $ - $ - $ - $ 32,200 $ - $ - Subtotal Costs $ 875,904 $ 146,704 $ - $ 138,483 $ 457,300 $ 11,400 $ 122,117 NW 11TH AVENUE Projected Funding Source Item Vendor Description Date Costs CIP - Gas Tax CIP - Utilities CDBG CRA CRAWLS NRI 15 Vance Real Estate Service Appraisals for taking Pending $ 11,400 $ - $ - $ - $ - $ 11,400 $ - 16 Kimley Horn Engineering design - NW llth Avenue Pending $ 33,630 $ - $ - $ - $ - $ - $ 33,630 Engineering design - NW llth Avenue (Survey NW 1st 17 Kimley Horn Street, Permitting, and Coordination) Pending $ 12,500 $ - $ - $ - $ - $ 12,500 $ - 18 Kimley Horn Lighting and underground utility design - NW llth Pending $ 9,000 $ - $ - $ - $ 9,000 $ - $ - 19 146 NW llth Avenue Acquisition costs for taking Pending $ 83,000 $ - $ 83,000 $ - $ - $ - $ - 20 132 NW llth Avenue Acquisition costs fortaking Pending $ 6,300 $ - $ 6,300 $ - $ - $ - $ - 21 128 NW llth Avenue Acquisition costs for taking Pending $ 6,700 $ - $ 6,700 $ - $ - $ - $ - 22 120 NW llth Avenue Acquisition costs for taking Pending $ 10,500 $ - $ 10,500 $ - $ - $ - $ - 23 City Attorney Legal Fees forTaking (TobeverifiedbyCity Attomey) Pending $ 15,000 $ - $ 15,000 $ - $ - $ - $ - NW llth Avenue - Paving, Grading, Drainage, 24 TBD Landscaping, Irrigation (Includes 15% Contingency) Pending $ 298,195 $ 298,195 $ - $ - $ - $ - $ - NW llth Avenue - Sidewalk and FPL Street Lighting 25 TBD (Includes 15% Contingency) Pending $ 46,288 , $ - $ - $ 46,288 $ - $ - $ - NW llth Avenue - Underground Electric Service (Includes 26 TBD 15% contingency) Pending $ 82,800 $ - $ - $ - $ 82,800 $ - $ - NW llth Avenue - Potable Water and Reclaimed Water 27 TBD _ (Design & construct by in house staff) Pending $ 75,000 $ - $ 75,000 $ - $ - $ - $ - Subtotal Costs $ 690,313 $ 298,195 $ 196,500 $ 46,288 $ 91,800 $ 23,900 $ 33,630 TOTAL COSTS $ 1,566,216 $ 444,899 $ 196,500 $ 184,771 $ 549,100 $ 35,300 $ 155,747 L BOYNTON BEACH CRA SUMMARY - ASSESSED PROPERTY VALUES & TIF REVENUE III CRA Assessed Increment Property Values % Change Revenue % Change FY 1989 -1990 $ 39,466,737 $ 183,535 FY 1990- 1991(a) $ 74,997,745 90.0% $ 199,603 8.8% FY 1991 -1992 $ 77,257,229 3.0% $ 204,449 2.4% FY 1992 -1993 $ 73,396,553 -5.0% $ 158,859 -22.3% FY 1993 -1994 $ 70,614,592 -3.8% $ 126,535 -20.3% FY 1994 -1995 $ 71,929,663 1.9% $ 141,167 11.6% FY 1995 -1996 $ 73,498,930 2.2% $ 158,398 12.2% FY 1996 -1997 $ 74,712,938 1.7% $ 172,660 9.0% FY 1997 -1998 $ 75,719,530 1.3% $ 189,808 9.9% FY 1998 -1999 $ 78,410,383 3.6% $ 219,894 15.9% FY 1999 -2000 $ 81,928,346 4.5% $ 261,389 18.9% FY 2000- 2001(a) $ 317,835,353 287.9% $ 305,840 17.0% FY 2001 -2002 $ 372,405,731 17.2% $ 945,685 209.2% FY 2002 -2003 $ 407,644,247 9.5% $ 1,330,409 40.7% FY 2003 -2004 $ 511,268,089 25.4% $ 2,500,726 88.0% FY 2004 -2005 $ 631,521,600 23.5% $ 3,871,616 54.8% FY 2005 -2006 $ 827,149,288 31.0% $ 6,076,347 56.9% FY 2006 -2007 $ 1,132,404,172 36.9% $ 9,086,624 49.5% 1111 FY 2007 -2008 $ 1,270,885,424 12.2% $ 9,520,342 4.8% FY 2008 -2009 $ 1,131,010,840 -11.0% $ 8,159,941 -14.3% FY 2009- 2010(a) $ 950,585,514 -16.0% $ 6,760,870 -17.1% FY 2010 -2011 $ 825,305,342 -13.2% $ 5,637,827 -16.6% FY 2011 -2012 $ 815,476,900 -1.2% $ 5,752,745 2.0% FY 2012 -2013 $ 787,123,743 -3.5% $ 5,614,228 -2.4% FY 2013 -2014 $ 892,694,842 13.4% $ 7,022,119 25.1% FY 2014 -2015 $ 1,000,248,846 12.0% $ 8,317,867 18.5% FY 2015 -2016 $ 1,107,322,374 10.7% $ 9,319,593 12.0% • (a) CRA expansion • 1 • CHHT 9 • Boynton Beach CRA Project Fund Overview FY 15 -16 FY 14 -15 Proposed Rollover Additional Ongoing /Rollover Projects Amount Funding Total FY15 -16 Marina Open Space (See Exhibit 1) $ 834,030 $ 740,122 $ 1,574,152 Property Acquisition $ 613,024 $ 385,000 $ 998,024 Economic Development Grants $ 400,000 $ 300,000 $ 700,000 Boynton Beach Blvd. Design $ 108,410 $ 192,000 $ 300,410 Parking Lot Construction - NE 4th St $ 171,713 $ 80,000 $ 251,713 211 Renovation Grant $ 200,000 $ - $ 200,000 Town Square Project $ 134,083 $ 20,000 $ 154,083 CRA Plan Updates $ 116,800 $ - $ 116,800 Total Ongoing /Rollover Projects $ 2,578,060 $ 1,717,122 $ 4,295,182 Direct Incentive Funding ( "DIFA ") Payments represent contractual obligations for $ 1,340,000 major redevelopment projects: Casa Costa, Seabourn Cove, Walmart, Cornerstone /The Preserve Projects new in FY 2015 -2016 1. Model Block (in collaboration with City of Boynton Beach)(See Exhibit 2) $ 550,000 2. Cottage District $ 100,000 3. District Clean Program $ 100,000 $ 750,000 Professional & Other Expenses - Design, Engineering, Surveys, Appraisals, $ 600,000 Legal, Site Work & Demolition, Contingency Marketing Programs $ 142,000 Special Events $ 410,000 Community, Planning, Economic Development Meetings & Workshops $ 50,000 Business Incubator Project $ 25,000 $ 627,000 Total Project Fund - FY 2015 -2016 $ 7,612,182 • . t CHART 10 BOYNTON BEACH CRA AGGREGATE DEBT SERVICE REQUIREMENTS y Series 2012 - Series 2015 - Total Prior Debt YEAR BOA LOAN PNC Bank BB &T TOTAL Service Savings FY 2014 -2015 $ 304,496 $ 1,306,680 $ 689,335 $ 2,300,511 $ 2,300,853 $ 1,124 FY 2015 -2016 $ 304,687 $ 1,311,666 $ 525,165 $ 2,141,517 $ 2,302,988 $ 161,471 FY 2016 -2017 $ - $ 1,625,934 $ 513,285 $ 2,139,219 $ 2,301,797 $ 162,578 FY 2017 -2018 $ - $ 1,628,550 $ 511,405 $ 2,139,955 $ 2,303,225 $ 163,270 FY 2018 -2019 $ - $ 1,626,270 $ 509,195 $ 2,135,465 $ 2,298,628 $ 163,163 FY 2019 -2020 $ - $ 1,628,197 $ 511,655 $ 2,139,852 $ 2,302,107 $ 162,255 FY 2020 -2021 $ - $ 1,623,202 $ 513,620 $ 2,136,822 $ 2,297,252 $ 160,430 FY 2021 -2022 $ - $ 1,629,438 $ 510,090 $ 2,139,528 $ 2,302,216 $ 162,688 FY 2022 -2023 $ - $ 1,624,600 $ 511,230 $ 2,135,830 $ 2,299,693 $ 163,863 FY 2023 -2024 $ - $ 1,627,942 $ 506,875 $ 2,134,817 $ 2,298,655 $ 163,838 FY 2024 -2025 $ - $ 1,564,235 $ 752,190 $ 2,316,425 $ 2,479,155 $ 162,730 FY 2025 -2026 $ - $ 1,569,168 $ 748,925 $ 2,318,093 $ 2,477,758 $ 159,665 Total $ 609,182 $ 18,765,883 $ 6,802,970 $ 26,178,035 $ 27,964,327 $ 1,787,073 2012 Savings $ 2,622,646 Interest Rates 5.65% 2.56% 3.30% Total Bond Refunding Savings■ $ 4,409,719 • • • • EXHIBIT 1 MARINA OPEN SPACE PROJECT GRAPHIC REPRESENTATION • • ,.... 4 ,,,„ t 4 .4tL i, , , . ,...„,, . 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''' 4 i 4Pli k k i r r 4 a • • • • EXHIBIT 1 MARINA OPEN SPACE PROJECT ESTIMATE OF PROBABLE CONSTRUCTION COST • • I o ...v Boynton Harbor Marina Open Space • �' 1 Estimate of Probable Construction Cost Boynton Harbor Marina - Phase 1B Construction Documents OPC #: Dated 3/2/2012 VHB PROJECT NO.: 62203.08 DATE OF ISSUANCE: July 21, 2015 COMPLETED /ISSUED BY: Chris Brown, Senior Landscape Architect EMAIL ADDRESS (OF ISSUER): chnsbrown(r'vhb.com ISSUED TO: Boynton Beach CRA Staff COPIED TO: Mike Simon, Boynton Beach CRA PLAN LEVEL: ❑ CONCEPT ❑ SCHEMATIC ❑ DESIGN DEVELOPMENT Q FINAL CONSTRUCTION ITEM U cit Qty. Cost Total GENERAL REQUIREMENTS Project Manager wk 6 52,000.00 512,000.00 Suberintendent wk 24 $1,800.00 $43,200.00 Office (Dock Master Bldg), Supplies & Equipment mo 4 52,000.00 53,000.00 Job Sign ea 1 5750.00 $750.00 GENERAL REQUIREMENTS SUB-TOTAL $58,950.00 ITEM Ui ^t Qty. Cost Total SITE PREPARATIOWDEMOLITION Maintenance of Traffic (MOT) Is 1 55,000.00 55,000.00 Silt Fence if 590 51.50 5885.00 8' Chain Link Fencing & Entrance Gates If 590 518.00 510,620.00 III Inlet Protection If 160 53.50 5560.00 Demo Type F Curb If 480 52.00 5960.00 Demo Concrete sf 1,575 52.50 53,937.50 Demo Asphalt Paving sf 3,755 55.00 518,775.00 Remove and restore pavers sf 480 51.00 5480.00 Utility Locating is 1 52,000.00 52,000.00 Demo Underground Utilities Is 1 52,500.00 52,500.00 Remove Electrical Panel Is 1 5500.00 5500.00 Relocate Existing Transformer Is 1 55,000.00 55,000.00 Remove /Store Existing Light Poles ea 3 51,500.00 54,500.00 Remove Existing Vegetation Is 1 5500.00 $500.00 Remove Gravel ® Existing Bldg cy 40 525.00 51,000.00 Cut & Cap Existing Irrigation Is 1 51,000.00 51,000.00 Relocate Existing Signs ea 2 5500.00 51,000.00 Existing Building Demolition /Disposal Is 1 580,000.00 550,000.00 SITE PREPARATIOWDEMOLITION SUB -TOTAL 5109,217.50 ITEM Qty. Cost Total EARTHWORK Fill with Off -Site Earth (2' average depth) cy 523 532.00 516,736.00 Place Topsoil (6" average depth) cy 131 525.00 53,275.00 Proof Roll Fill Areas sy 785 52.00 51,570.00 Fine Grading sy 785 51.00 $785.00 EARTHWORK SUB -TOTAL $22,366.00 ITEM Size Qty. Cost Total UTILITIES Storm Water Inlet Modifications (as required) I Is I 1 ( 55,000.00 I 55,000.00 Sleeves Is 1 51,500.00 51,500.00 UTILITIES SUB -TOTAL 56,500.00 III r,x, t of 3 ITEM Size Qty. Cost Total • BASES & PAVEMENTS Compacted Roadway Base (8" depth) sy 212 518.00 53,816.00 Asphalt Pavement (1.5" thick) sy 212 516.00 53,392.00 New Pavement Striping is 1 52,000.00 52,000.00 Colored Concrete Pavers sf 1,320 510.00 513,200.00 Colored Conrete Truncated Dome Paver sf 12 540.00 5480.00 Concrete Sidewalk (4" thick, reinforced) sf 850 $7.50 56,375.00 Type F Curb If 360 512.50 54,500.00 HC Ramp ea 1 51,000.00 51,000.00 Sand /Crushed Shell (12 depth) cy 14 520.00 5270.00 BASES & PAVEMENTS SUB -TOTAL $35,033.00 ITEM Size Qty. Cost Total SITE IMPROVEMENTS Seat Wall /Retaining Wall (with precast cap) If 120 5240.00 528,800.00 Seatwall Column with precast cap ea 4 52,200.00 58,800.00 Bulkhead Concrete Cap Modification If 105 5300.00 531,500.00 Helical Piles (10' o.c. @ boardwalk support and seat wall) ea 25 510,000.00 5250,000.00 Ipe Boardwalk (Ipe costs may vary) sf 1,500 575.00 5112,500.00 Steps with precast treads If 50 525.00 51,250.00 Wayfinding Sign Is 1 54,000.00 54,000.00 Regulatory Signage ea 2 51,800.00 53,600.00 Pet Station is 1 5750.00 5750.00 Adirondack Chairs ea 10 5600.00 56,000.00 Public Art Is 1 510,000.00 510,000.00 SITE IMPROVEMENTS SUB -TOTAL $457,200.00 ITEM Sr. e Qty Cost Total LANDSCAPE Trees Gumbo limbo ea 1 55,000.00 55,000.00 Green Malayan Coconut ea 17 51,500.00 525,500.00 ID Pigmy Date Palm ea 2 5600.00 51,200.00 Frangipani ea 2 5500.00 51,000.00 Royal Palm ea 3 51,800.00 55,400.00 Shrubs /Ground Covers/Grass Large Shrub (7 gal) ea 40 550.00 52,000.00 Medium Shrub (3 Gal) ea 453 515.00 56,795.00 Ground Cover (1 gal) ea 271 55.00 51,355.00 St Augustine Sod sf 1,130 50.50 5565.00 Irrigation sf 4,230 52.00 58,460.00 LANDSCAPE SUB -TOTAL $57,275.00 ITEM Sire Qty. Cost Total ELECTRICAL & SITE LIGHTING Electrical Sleeving Is 1 52,000.00 52,000.00 Accent Uptight ea 6 5800.00 S4,800.00 Accent Downlingt ea 18 5800.00 514,400.00 Step /Wall Light ea 10 5400.00 54,000.00 Refurbish /Relocate Existing Light Pole ea 3 52,500.00 57,500.00 Branch Wiring is 1 55,000.00 55,000.00 Light Fixture Purchase Allowance is 1 535,000.00 535,000.00 ELECTRICAL & SITE LIGHTING SUB - TOTAL $72,700.00 SUB -TOTAL PHASE 1B I $819,241.501 Bond 0.70% 55,735 Contractor's Fee 15.00% 5122,886 General Liability 0.80% 56,554 Permit 0.50% 54,096 Construction Contingency 10.00% 581,924 Design Contingency 5.00% $40,962 TOTAL Phase 1B $1,081,399 • , �ifilb Boynton Harbor Marina Open Space • Estimate of Probable Construction Cost Boynton Harbor Marina - Phase 1B Seawall Repair OPC #: � Drive Isle Rehabilitation VHB PROJECT NO.: 62203.08 DATE OF ISSUANCE: July 21, 2015 COMPLETED /ISSUED BY: Chris Brown, Senior Landscape Architect EMAIL ADDRESS (OF ISSUER): chrisbrown(rDvhb.com ISSUED TO: Boynton Beach CRA Staff COPIED TO: Mike Simon, Boynton Beach CRA PLAN LEVEL: EJ CONCEPT ❑ SCHEMATIC D DESIGN DEVELOPMENT FINAL CONSTRUCTION ITEM Size Qty. Cost Total PAVEMENT REHABILITATION SITE PREP Maintenance of Traffic (MOT) is 1 $5,000.00 55,000.00 Silt Fence If 500 51.50 5750.00 8' Chain Link Fencing & Entrance Gates If 500 514.00 57,000.00 Utility Locating Is 1 52,000.00 52,000.00 Inlet Protection If 160 53.50 5560.00 Demo Header Curb If 200 55.00 51,000.00 Demo Asphalt Paving sf 6,300 55.00 531,500.00 Excavate /Replace Backfill @ Seawall w/ geofabric wrap (400 If) cy 3,000 525.00 575,000.00 PAVEMENT REHABILITATION SITE PREP SUB -TOTAL 5122,810.00 III/ ITEM Size Qty. Cost Total PAVEMENT REHABILITATION BASES & PAVEMENTS Clear and Compact Subgrade (12 depth, compact 98 %) sy 700 520.00 514,000.00 Base Course (remove & rework, 12" depth, compact 98 %) sy 700 532.00 522,400.00 Geogrid (Tensar TriAx TXS, (2) layers) sy 1,400 550.00 570,000.00 Asphalt Structural Course (2.5" SP9.5 pavement, 2 lifts) sy 700 510.00 57,000.00 Asphalt Friction Course (1.5" layer) sy 0 57.00 50.00 Concrete Header Curb (16" depth) If 200 512.00 52,400.00 PAVEMENT REHABILITATION BASES & PAVEMENTS SUB -TOTAL 5115,800.00 SUB -TOTAL PAVEMENT REHABLITATION 1 $238,610.00 Bond 0.70% $1,670 Contractor's Fee 15.00% 535,792 General Liability 0.80% 51,909 Permit 0.50% 51,193 ConstructionContingency 10.00% $23,861 Design Contingency 5.00°% 511,931 TOTAL Pavement Rehabilitation ( $314,965) TOTAL Phase 1B Ft Pavement Rehabilitation I $1,396,3641 el • • • 0 EXHIBIT 1 MARINA OPEN SPACE PROJECT GEOTECHNICAL ENGINEERING EVALUATION 0 0 • SUMMARY REPORT - GEOTECHNICAL ENGINEERING EVALUATION BOYNTON HARBOR MARINA PROPOSED WATERFRONT OPEN SPACE PROJECT BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA AACE FILE No. 15 -142 AACE ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 573 SW Biltmore Street Port St. Lucie, Florida 34983 Ph: 772 - 807 -9191 Fx: 772 - 807 -9192 www.aaceinc.com • • TABLE OF CONTENTS SUMMARY REPORT - GEOTECHNICAL ENGINEERING EVALUATION BOYNTON HARBOR MARINA PROPOSED WATERFRONT OPEN SPACE PROJECT BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA AACE FILE No. 15 -142 PAGE # 1.0 INTRODUCTION 1 2.0 SITE INFORMATION AND PROJECT UNDERSTANDING 1 2.1 Site Location and Brief Description of Existing Conditions 1 2.2 Project Understanding 2 2.3 AACE Previous Work 3 3.0 FIELD EXPLORATION PROGRAM 3 4.0 OBSERVED PAVEMENT AND SUBGRADE CONDITIONS 4 • 5.0 GEOTECHNICAL ENGINEERING EVALUATION 5 5.1 Proposed Hardscape /Landscape Features 5 5.2 Pavement Improvements 6 6.0 CLOSURE 9 LIST OF ATTACHMENTS Sheet No. 1: Site Vicinity Map and Field Work Location Plan APPENDICES Representative Site Photographs II Boring Profiles and Boring Location Plan (AACE 2009 Work) 111 Seawall Survey (by Olin Hydrographic Solutions, Inc.) IV AACE Project Limitations and Conditions • ANDERSEN ANDRE CONSULTING ENGINEERS, INC. WWW.AACEINC.COM • ANDERSEN ANDRE CONSULTING ENGINEERS, INC. AACE File No. 15 -142 Geotechnical Engineering June 24, 2015 Construction Materials Testing Environmental Consulting Boynton Beach CRA 710 North Federal Highway Boynton Beach, FL 33435 Attention: Mr. Michael Simon SUMMARY REPORT - GEOTECHNICAL ENGINEERING EVALUATION BOYNTON HARBOR MARINA PROPOSED WATERFRONT OPEN SPACE PROJECT BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA 1.0 INTRODUCTION In accordance with your request and authorization, Andersen Andre Consulting Engineers, Inc. (AACE) has completed an evaluation of the pavement conditions along the north seawall of the main basin within the Boynton Harbor Marina in Boynton Beach, Palm Beach County, Florida. The purpose of the evaluation was to obtain information relative to the subject pavement section and subsurface soil conditions, as well as the condition of the existing seawall, so that recommendations can be provided for site preparation procedures and potential pavement • rehabilitation. Our work included pavement coring, hand auger borings, coordinating a seawall survey by others, and engineering analysis. This summary report documents our explorations and presents our findings, and summarizes our conclusions and recommendations. 2.0 SITE INFORMATION AND PROJECT UNDERSTANDING 2.1 Site Location and Brief Description of Existing Conditions The Boynton Harbor Marina is located on the northwest corner of East Ocean Avenue and the IntraCoastal Waterway in Boynton Beach, Palm Beach County, Florida (within Section 27, Township 47 South, and Range 43 East). A Site Vicinity Map is presented on Sheet No. 1. The subject of the evaluation presented herein is the portion of the overall marina complex that is located directly north of the main marina /harbor basin. This area is currently an asphalt -paved one -way drive -aisle along an existing, approximately 400 -ft long seawall. The drive -aisle surface has experienced significant asphalt deterioration, including settlements, rutting, apparent voids below the asphalt, etc. Representative photographs of the current asphalt conditions are included in Appendix I. As part of our evaluation, we have reviewed the following information provided by the CRA (listed chronologically): • Water, Sewer, Paving and Drainage plans sheets, prepared by Sun -Tech Engineering, Inc. (January 2001). • Permit Drawings (2 pages), prepared by Sea Systems Corporation ( May 2001) • 573 SW Biltmore Street, Port St. Lucie, Florida 34983 Ph: 772 - 807 -9191 Fx: 772 - 807 -9192 www.aaceinc.com • SUMMARY REPORT - GEOTECHNICAL ENGINEERING EVALUATION Page -2- BOYNTON HARBOR MARINA - PROPOSED WATERFRONT OPEN SPACE PROJECT AACE FILE No. 15 -142 • Two Georges Restaurant & Marina Bulkhead Improvements, prepared by Sea Systems Corporation (August 2001) • Structural Condition Inspection - Two - Georges Marina Bulkhead Wall, prepared by Team USA -5 (September 2001). • Sheets T -1, T -2 and W -1 through W -5 from "Two Georges Marina ", prepared by Team USA - 5 (October 2001) • Two Georges Restaurant and Marina - Timber Boardwalk /Sidewalk Replacement Plans, prepared by Sea Systems Corporation (August 2003) • "Boynton Harbor Marina, Phase Ib, Landscape and Hardscape Construction Plans ", prepared by VHB (latest issue January 2012) The existing marina basin seawall which separates the marina basin from the subject drive -aisle currently consists of a steel sheet pile wall with a concrete cap, which was reportedly constructed around 2001/2002. Based on our review of the provided above - referenced project - related documents, it appears that the design of the seawall went through several iterations prior to its construction, with options ranging from a concrete panel /batter pile seawall to the current steel sheet pile /cap seawall. Of • note, though, is the fact that all the options presented in the various plan sets from 2001 included installing the new seawall in front (i.e. seaward) of a former bulkhead (king piles and concrete panels) which is likely still present in front (north of) the existing steel sheet pile seawall. Further, based on sections presented in the "Two Georges Marina" plans (prepared by Team USA -5, dated October 2001), it appears that the easternmost 300+ feet of the seawall was equipped with evenly spaced tie -back rods which were attached to the former bulkhead structure. Additional seawall /asphalt drive -aisle interface features include a concrete curb, and a sidewalk consisting of wood on the eastern portion and concrete on the western portion. One of the provided details from Sea Systems Corporation indicates that this curb is supported on pin piles. However, this may only be for the eastern portion as the improvements detailed by Sea Systems Corporation were likely limited to the Two Georges restaurant property. A wooden dock is located seaward of (and directly adjacent to) the seawall; this dock structure appears to be self- supported on pairs of pre- stressed concrete piles and not attached directly to the seawall (see Photographs 9 and 10, Appendix 1). 2.2 Project Understanding Based on our conversations with the Design Team, and following our review of the Landscape and Hardscape Construction Plans prepared by VHB, we understand that Phase 1B of the marina improvements includes creating open space near the northwest corner of the existing marina basin. This will include demolishing an existing two -story building and constructing various improvement features such as landscaped areas and hardscaped areas with precast columns, seatwalls, as well as a deck (parallel to the existing seawall) which is proposed to be supported, by the existing seawall concrete cap as well as a new stemwall foundation. Additional improvements will include pavement improvements which will tie into the existing, deteriorated asphalt -paved IIII drive - aisle. • SUMMARY REPORT - GEOTECHNICAL ENGINEERING EVALUATION Page -3- BOYNTON HARBOR MARINA - PROPOSED WATERFRONT OPEN SPACE PROJECT AACE FILE No. 15 -142 2.3 AACE Previous Work AACE has previously completed a Subsurface Exploration and Geotechnical Engineering Evaluation for the Boynton Harbor Marina project, and presented our findings and recommendations in a report dated April 8, 2010 (AACE File No. 09 -191). As part of our previous work, AACE completed three Standard Penetration Test (SPT) borings along the subject northern seawall (TB -1, TB -2 and TB -3) which all encountered a very soft and compressible organic stratum ranging in thickness from approximately 5 to 10 feet, and starting 4 to 8 feet below the existing grades. Recommendations were previously provided for supporting any structural features on helical piles so as to bypass the encountered buried organics. Additional recommendations, including pavement recommendations, were also included in our previous report. We do recommend that the Design Team review our previous report relative to this portion of the project, and consider the recommendations presented herein as an extension of our 2009 work efforts. The soil boring profiles and the field work location plan from our 2009 explorations are included in Appendix 11. 3.0 FIELD EXPLORATION PROGRAM As discussed during the development of our scope of work for the current evaluation, the likely scenarios causing the observed drive -aisle asphalt deterioration include A) consolidation • settlement /decay of the organic soils found to be present in this area, B) a loss of soils through or under the seawall with ensuing settlements of the pavement section, C) utilities issues /leaks, and /or D) a combination thereof. Hence, to explore the existing pavement section within the subject intersection, five (5) asphalt cores and shallow auger borings (ASTM D1452) were performed at the locations shown on Sheet No. 1. In addition, AACE coordinated the completion of a water -based seawall survey to review the existing conditions of the north seawall within the main marina basin. This work was completed by Olin Hydrographic Solutions, Inc. (Olin) who subsequently presented a stand -alone report relative to their findings and opinions (included in Appendix 111). The field work program was performed in the period June 2 through 8, 2015. The pavement core holes were restored using asphalt patch material, and were field located using tape measurements obtained aerial photographs, and existing site features as references. The core locations should be considered accurate only to the degree implied by the method of measurement used. We preliminarily anticipate that the cores were performed within 10 feet of the locations noted on Sheet No. 1. The Sunshine State One Call of Florida was notified of our explorations in advance of mobilizing our equipment and crews to allow member utility companies to mark potential conflicts in the field. • SUMMARY REPORT - GEOTECHNICAL ENGINEERING EVALUATION Page -4- . BOYNTON HARBOR MARINA - PROPOSED WATERFRONT OPEN SPACE PROJECT AACE FILE No. 15 -142 4.0 OBSERVED PAVEMENT AND SUBGRADE CONDITIONS The following pavement section materials and subgrade soil conditions were encountered at the five pavement core locations (Table 1). Table 1- Summary of Pavement Cores Field Observations Core Core Location No. Thickness Material [inches] 0 - 7 Asphalt 7 - 17 Light brown coquina limerock (base course) See Sheet No. 1 17 - 41 Brown fine sand (A -3) with rock fragments PC -1 (5'N of Curb) 41- 50 Light gray sandy coquina limerock 50 - 78 Gray fine sand (A -3) with shell fragments 78 - 120+ Organics /peat EOB Groundwater Table Encountered 39" Below Grade 0 - 6% Asphalt 634 - 16 Light brown coquina limerock (base course) See Sheet No. 1 16 - 40 Brown fine sand (A -3) with rock fragments PC -2 40 - 60 Light gray sandy coquina limerock (6'N of Curb) 60 - 90 Tan fine sand (A -3) with shell fragments 90 - 120+ Organics /peat EOB Groundwater Table Encountered 38" Below Grade 0 - 4% Asphalt 4% - 13 Light brown coquina limerock (base course) PC -3 See Sheet No. 1 13 - 20 Light brown /brown fine sand (A -3) • (2'N of Curb) 20 - 24 EOB (borehole refusal) Brown fine sand (A -3) with rock fragments Groundwater Table Not Encountered 0 - 4' Asphalt 43/4 - 13 Light brown coquina limerock (base course) PC 4 See Sheet No. 1 13 - 60 Brown fine sand (A -3) with rock fragments (5'N of Curb) 60 - 90 Gray fine sand (A -3) with shell fragments 90 - 120+ Organics /peat EOB Groundwater Table Encountered 36" Below Grade 0 - 634 Asphalt 6% - 17 Light brown coquina limerock (base course) See Sheet No. 1 17 - 42 Brown fine sand (A -3) with rock fragments PC -5 (4'N of Curb) 42 - 55 Light gray sandy coquina limerock 55 - 84 Gray fine sand (A -3) with shell fragments 84 - 120+ Organics /peat EOB (borehole collapse) Groundwater Encountered Table 40" Below Grade As can be seen, the encountered pavement section consists of 4.5 to 7 inches of asphalt with approximately 7 to 10 inches of calcareous base course, followed by sands with varying amounts of rock and shell fragments, and then by organics reaching the termination depths of our borings. These findings correlate well with the findings of our previous borings TB - and TB - 3, performed along the seawall in 2009 (see Appendix II). The encountered pavement section (asphalt and base) is fairly rigid and would, in typical pavement evaluations with suitable underlying subgrade soils, be considered a moderate- to heavy - duty pavement section. Core PC -3 was performed within the approximately 2 -ft wide "raised" section of asphalt visible adjacent to the curb, near the approximate center of the subject seawall (refer to Photographs No. 2 and No. 6 in Appendix I); as noted, this core and auger boring encountered "refusal" about 2 feet • below grade. The cause of this refusal is unknown at this time, however, reasons for this could be the presence of pipe or possibly the aforementioned former bulkhead which could still be present along all or parts of the subject seawall alignment. SUMMARY REPORT - GEOTECHNICAL ENGINEERING EVALUATION Page -5- • BOYNTON HARBOR MARINA - PROPOSED WATERFRONT OPEN SPACE PROJECT AACE FILE No. 15 -142 5.0 GEOTECHNICAL ENGINEERING EVALUATION Based on the findings of our site exploration, our evaluation of subsurface conditions, and judgment based on our experience with similar projects, it is our opinion that the likely causes for the observed pavement conditions is a combination of the presences of a thick, soft organic /silt deposit which is prevalent throughout the majority of the marina facility (as documented previously by AACE). Further, contributing factors include the through -wall conditions observed by Olin, such as uncovered weep holes, utility access holes, torch holes, voids /settlement behind the wall, etc. With respect to the proposed "structural" hardscape and landscape improvements, we continue to be of the opinion that they should be supported on a "deep" foundation system in order to bypass the encountered organics. This is consistent with the work that was previously performed for the marina the entrance lighthouse feature (helical piers). However, existing (buried) former bulkhead features should be considered when deciding on this foundation solution. Following are specific recommendations for site preparation procedures, foundation design, and pavement design. 5.1 Proposed Hardscape /Landscape Features The existing steel sheet pile seawall was noted by Olin to be "heavily rusted near the water line" and was deemed to be in only a "fair structural condition ". We note that it is beyond AACE's scope of work and professional expertise to determine whether the existing seawall is in a condition that III would warrant maintenance and repair (or outright replacement), considering the expected lifetime of the proposed upland improvements. In other words, an evaluation of the degree of corrosion intensity and the remaining service life of the seawall is not included herein. Photographs of the existing seawall conditions are presented in Appendix I. Therefore, we have assumed that the existing steel sheet pile seawall is likely to remain in place, however, with the improvements (as recommended by Olin) being implemented. Given the conditions of the seawall, we do not recommend supporting the proposed upland wooden deck /sidewalk partially on the existing concrete cap as this would add an additional vertical load component to the seawall below. Instead, we recommend that this deck system be supported on a helical pier foundation extending to minimum depths of 20 -25 feet below grade. Specific details and capacities for this solution are presented in our 2009 report. We remain available to assist VHB and /or the project Structural Engineer with optimizing this foundation solution once the final layout and loading scenarios have been determined. It is noted that the recently added seaward wooden dock (and finger piers) appears to be self - supported and not attached to the seawall. We can only assume that the designer of this feature made a similar assessment of the condition of the existing steel sheet pile seawall and decided not to attach the dock to the seawall cap. Photographs No. 9 and No. 10 (Appendix I) show the pile supported seaward dock, with no connections through its aluminum stringers onto the existing seawall concrete cap, and a gap between the existing seawall cap and the dock. III SUMMARY REPORT - GEOTECHNICAL ENGINEERING EVALUATION Page -6- • BOYNTON HARBOR MARINA - PROPOSED WATERFRONT OPEN SPACE PROJECT AACE FILE No. 15 -142 5.2 Pavement Improvements The proposed Phase 1B improvement plans (i.e. Sheet No. RD -1) include the pavement recommendation outlined in our 2009 report, which in general terms consists of 1.5 inches of asphalt atop 8 inches of base course, followed by a layer of geogrid and then stabilized subgrade. We note that this pavement recommendation was specifically designated for the southern portion of the marina, where (in 2009) parking improvements were proposed for a grassy area adjacent to the Banana Boat restaurant's existing parking. Borings performed in this area encountered shallower and thinner layers of organics than our borings performed along the north seawall (i.e. TB -2 and TB -3, see Appendix II) where the current asphalt pavement deterioration is evident. We understand that a decision has yet to be made (by others) whether to only implement the pavement improvements within the Phase 1B limits, or whether to expand that project to include a pavement rehabilitation along the subject seawall, from Phase 1B and east to the Two Georges restaurant property. If the proposed pavement improvements will be exclusively within the Phase 1B limits, our previous pavement recommendations can be implemented, with the exception that we would recommend two layers of geogrid be incorporated into the pavement section base course (one layer below the base course and on in the middle of the base course. The possibility of some measure of pavement distress to occur over time should still be expected, however, this should be weighed against the cost and likely impracticality of demucking the entire section and backfilling with well- compacted granular backfill which would result in the optimum solution. The factors making an outright demucking option difficult include the questionable condition of the seawall, the relatively shallow water levels combined with the depth of the organics, the need for bracing the demucking excavations, and the general physical site constraints. Should it be decided to include a pavement rehabilitation program for the length of the subject Sewall, we would recommend implementing the repair suggestions made by Olin. This could possibly be completed from the water side, however, it may be beneficial to carefully excavate along the Iandside of the seawall for the following purposes: • Investigate whether a former bulkhead is still left in place behind the sheet pile wall. If it was indeed left in place, the accurate determination of the location of this bulkhead would be beneficial when considering the support system for the proposed upland deck. Consideration could even be given to utilizing this previous bulkhead as a vertical support mechanism for the anticipated relatively lightly - loaded proposed Phase 1B features. • Implement the Olin repair suggestions from the land side. • Investigate whether leaking pipes /culverts are present within the upper 3 -4 feet. • Investigate the reason for the previously discussed "raised" section along the curb. • Investigate whether the existing curb is support on pin piles along the length of the seawall. • Finally, an excavation behind the existing seawall would allow for the compaction of the pavement section subgrade soils, followed by the pavement section construction. 110 SUMMARY REPORT - GEOTECHNICAL ENGINEERING EVALUATION Page -7- • BOYNTON HARBOR MARINA - PROPOSED WATERFRONT OPEN SPACE PROJECT AACE FILE No. 15 -142 The recommended pavement section for the deteriorated section along the seawall (following the seawall repairs and items noted above) consist of the following: Clearing and Compaction of Subgrade Once the existing pavement section materials have been removed, the underlying natural subgrade soils should be compacted to 98 percent of the modified Proctor maximum dry density (ASTM D1557 or AASHTO T -180) maximum dry density of the compacted soil to a depth of one foot below the surface. Stabilized Subgrade The subbase material to a depth of twelve inches should have a minimum Limerock Bearing Ratio (LBR) value (FDOT FM 5 -515) of 40 and it should be compacted to at least 98 percent of its modified Proctor (ASTM D1557 or AASHTO T -180) maximum dry density. Base Course with Reinforcing Geogrids The base course should consist of crushed limerock and should have a minimum Limerock Bearing Ratio (LBR) value (FDOT FM 5 -515) of 100. We recommend a base course at least 12 inches thick which should be placed and compacted in two layers. All base course material should be compacted to at least 98 percent of its modified Proctor maximum dry density. Alternatively, consideration can be given to using 8 inches of asphaltic base course (black base). 41) Two layers of geogrid (Tensar TriAx TX5 or equivalent) should be implemented within this base course layer so as to provide some measure of lateral restraint (confinement) of the base course, resulting in a more robust and durable pavement. In addition, the increased stiffness of the composite section will produce a structure that will be more capable of distributing the loads applied to the pavement and better accommodate differential settlement of the underlying soils over time. Asphalt Wearing Surface We recommend an FDOT Type SP asphaltic structural course (2.5 inches thick, placed and compacted in two layers) followed by an FDOT FC -12.5 friction course (1.5 inches thick). Care must be exercised to place the asphalt over dry, well primed base material. Curbing Any curbing (around landscaped areas or around the roundabout) directly adjacent to pavement should be constructed with full -depth curb sections. Use of extruded curb sections that lie directly above the final asphalt surface, or omission of the curbing, can allow migration of irrigation water from the landscaped areas. The excess water often causes separation of the asphalt wearing surface from the base and softening of the base material, resulting in early deterioration of the pavement. III SUMMARY REPORT - GEOTECHNICAL ENGINEERING EVALUATION Page -8- • BOYNTON HARBOR MARINA - PROPOSED WATERFRONT OPEN SPACE PROJECT AACE FILE No. 15 -142 General Pavement Notes We note that even if the pavement section is constructed on the existing soils as detailed in the previous, the Owner should be willing to accept the likelihood of having to repair the pavement surface at more frequent intervals than normal. Without an outright demucking (found impractical due to aforementioned reasons), the underlying organic deposits will continue to undergo a slow consolidation with ensuing surface settlements. However, the recommended pavement section should reduce the effects of this consolidation to reasonable levels. Further, without the proper "sealing" of the seawall (as recommended in the previous), any pavement improvements will likely experience the effects of Toss of soils from the upland side. Quality Assurance We recommend establishing a comprehensive quality control program to verify that all site preparation and foundation and pavement construction are conducted in accordance with the appropriate plans and specifications, and the recommendations presented herein. Materials testing and inspection services should be provided by Andersen Andre Consulting Engineers, Inc. • - - The balance of this page left blank intentionally - - • SUMMARY REPORT - GEOTECHNICAL ENGINEERING EVALUATION Page -9- • BOYNTON HARBOR MARINA - PROPOSED WATERFRONT OPEN SPACE PROJECT AACE FILE No. 15 -142 6.0 CLOSURE The geotechnical evaluation submitted herein is based on the data obtained from the our current and past exploratory efforts, as well as the findings of Olin Hydrographic Solutions, Inc. (included in Appendix 3). It is recommended that the Design Team members review our 2009 report. Limitations and conditions to this report are presented in Appendix IV. This report has been prepared in accordance with generally accepted geotechnical engineering practices for the exclusive use of Boynton Beach CRA for the subject project. No other warranty, expressed or implied, is made. We are pleased to be of assistance to you on this phase of your project. When we may be of further service to you or should you have any questions, please contact us. Sincerely, ANDERSEN ANDRE CONSULTING ENGINEERS, INC. Certificate of Authorization No. 26794 1``` RBI 1 1 11 / 1!, • mob s. @� G. %Orsen P.e• W David P. Andre, P.E. R i{pal Engmvq 4: �t1,, Principal Engineer I Ag. N8.1§ �� Fla. Reg. No. 53969 PGA /�� \ ∎1' 6 /141 f s � ION II) ANDERSEN ANDRE CONSULTING ENGINEERS, INC. WWW.AACEINC.COM • APPENDIX I: Representative Site Photographs ANDERSEN ANDRE CONSULTING NE . / \ 573 SW Bi ltmor E RS e Stree • ..-- PortENGI St. Lucie Florida 34983 RACE \ Phone: 772.807.9191 Fax: 772.807.9192 www .aaceinc.com Boynton Harb Marina - North Side of Marina 06/02/2015) Basin Representative Site Photographs ( AI i r a , .._ . ___ !: ''41.71!, • 1114,11 ''' ' Ni 1 al ' ' N ` � r te ; , ,i• [ •„ s � � µ f } ;. r y ,/ J it t ! • yy 1 t W r .. 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III / \ 573 SW Biltmore Street ,, AACE ' Port St. Lucie, Florida 34983 Phone: 772.807.9191 Fax: 772.807.9192 www.aaceinc.com Boynton Harbor Marina - North Side of Marina Basin Representative Site Photographs (06/02/2015) r -. -- - I; a. :s* / % 4. ■ '' _ , A 4 1141t . xa l n . � : �, r� , 1111106 • I L 1 V ,,� x I I & n • 7 c . r.- n � 5'� •v t a. ' t +tie - - r 7. a *10;:•...,!:, n ± ` x '43 ♦ ; % . - r < %, t om I ti;.7 t4 ei ; �+ Y f- r g • is � t �, a `°.• : 1 •'. , i t' ; r 'qtr e . 4'r t . N . , iF _ ,' ., _ � p _ '.. ' • , .+ . , • .....41 , _.. K.., - :rte . 3) View West Along Seawall 111 ANDERSEN ANDRE CONSULTING ENE . • 57 SW Biltmo St / AACE \ Port St. GIN Lucie, Florida 34983 INC Phone: 772.807.9191 Fax: 772.807.9192 www. aaceinc. com Boynton Harbor Marina - North Side o Marina Basin Representative Site Photogra (06/02/201 z ^tom Y l4rr� , a , a 4 4. , [ � , j . � f ' 4 * w� ° �T •' E f Ix �t Z: Y •- • ; . '‘‘.%,, 'I f�5. .' -.:., '. - ry <L: • tr` a 'r r .. 4 T • ✓� of •+}'' j +R "' • : a s w�4'p' -C 11ti ra i Z fi # t # a t ti *�i; R 1 �.rs k tA. 4) Close -Up of Voids Beneath Curb • ANDERSEN ANDRE CONSULTING ENGINEERS, INC. • ��, 573 SW Biltmore Street Port �� St. Lucie, Florida 34983 AACE Phone: 772.807.9191 Fax: 772.807.9192 www.aaceinc.com Boynton Harbor Marina - North Side of Marina Basin Representative Site Photographs (06/02/2015) -r # a« 1. r - : . MY - p 'A .. .. . ... , . ° ... , ., ,,,:,.„.,-:::,...=„:4.4.5 ' '44. 4 ' S , 2` , f t ,. i 411 , , .. .. . . E � e rt , C ,, 3 � _ . 9 , 2 , o . . $ lj Y l 4 3 ..�+ f -}+ iY 1... . Zi F 5) Close -Up of Void Below Asphalt Surface ill ANDERSEN ANDRE CONSULTING ENGINEERS, INC. • ...-----\\ 573 SW Biltmore Street AACE -.- Port St. Lucie, Florida 34983 Phone: 772.807.9191 Fax: 772.807.9192 www.aaceinc.com Boynton Harbor Marina - North Side of Marina Basin Representative Site Photographs (06/02/2015) -+.�- �^- "4/11/1 Vi t ‘k • .. p , A '1 x x a k yK gip. Z.s w • 0 . .. , . 1 ,.. - - 1 tr t t � ' *. g ' . - ' 1 s.!..A.,.t..t. , ,4.1e, 44 , :*rif , .''.. • . _ . ', , / . h 3 rat' y , `t}' 32X1 & fM I 1 . - .F' +�i+ a g 4.4.-74),y�: .4 . 1 , � 4 �� t l t✓ t 1 i ] „ - _ :. • Ai s 7 .• i d. N i i rt � j a .. f sa ■ , -f 4 k ' a 4 + � f { " $ Y y :y^ `• y ,eS y i t , 4 a �.♦ F 1. n � , Y . .. •>faw.t .+ P. + . 6) Close -Up of Asphalt Surface Settlements and "Raised" Section along Curb Ill \ ANDERSEN ANDRE CONSULTING ENGINEERS, INC. • / 573 SW Bittmore Street RACE Port St. Lucie, Florida 34983 Phone: 772.807.9191 Fax: 772.807.9192 www.aaceinc.com Boynton Harbor Marina - North Side of Marina Basin Representative Site Photographs (06/02/2015) T , F 4 ... 2 Mb. .r 1 i / i 4. d i _, 0 41 PA ! � f . 4 i ■ ' *� rt .% / Y ., -----A, 440,4 4 1 6 P 7) Close -Up of Condition of Existing Steel Sheet Pile Wall III �\ ANDERSEN ANDRE CONSULTING ENGINEERS, INC. • RACE � 573 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: 772.807.9191 Fax: 772.807.9192 www.aaceinc.com Boynton Harbor Marina - North Side of Marina Basin Representative Site Photographs (06/02/2015) P 1 . p .,.. + . ti t A tit • a f > ' '' s' t A nr te a:: .� � . —.. A. r *. ti 10 „...,,,,..x,„_,.....,.„.„:„..„.....„ p � '� fi5 ! '' i . _ , 4 i0, ' , ' , • r ft fArA AA . , U`L' i 4 - irk ''' ' ' v , 1 a. ,� 8) Close -Up of Joint between Existing Steel Sheet Piles • z ,-- - N ANDERSEN ANDRE CONSULTING ENGINEERS, INC. • 573 SW Biltmore Street Port St. Lucie, Florida 34983 AACE Phone: 772.807.9191 Fax: 772.807.9192 www.aaceinc.com Boynton Harbor Marina - North Side of Marina Basin Representative Site Photographs (06/02/2015) 4 3d i i _ ' 4 .%t • .4 . , x • I moo• -4 a" IP ^ rr i 9) Seaward Dock, Self- Supported on Concrete Piles III ANDERSEN ANDRE CONSULTING ENGINEERS, INC. AA \ • 573 SW Biltmore Street AA CE \ ` Port St. Lucie, Florida 34983 Phone: 772.807.9191 Fax: 772.807.9192 www.aaceinc.com Boynton Harbor Marina - North Side of Marina Basin Representative Site Photographs (06/02/2015) V . 4.1P . , ...„. II ,, . .. „ , , _ _ ___ _ , -- ,,. ,_� p e j / is / ! le , , i i. I J t i 10) Seaward Dock, Space between Cap and Dock II) • APPENDIX II: Boring Profiles and Boring Location Plan (AACE 2009 Work) • I (,___.E LOCATION • • 7 � . y , w i .. '. BoYNroN - NOTES AND LEGEND 1 2 ,,, . . HARBOR Shown and noted field work locations are approximate. All field work `_`- w.- . MARINA locations were located using obtained aerial photographs, existing X i +**Cj ' s ' '. '`'ti WAS-enabled Pti! site features, and a combination of a AS -enabled handheld GPS {+ 4 ! c ! I PC-# Approximate Location of instrument and tape/wheel measurements. The shown field work locations should be considered accurate only to the degree implied by ` , r o Pavement Core Location the method of measurement used. I " • r • _� ' Tim :4Y r i ` l 4.wr,s:.° ., -,' Sheet No. 1 Source: Palm Beach County Property Appraiser ? wu yi. eX ESA'" Z _ �✓t I'• Y`"" r _ fr: sti :et NI 11 111111111L , LIM • QM _ PC _ i n i 1lr . 14 .. - '" • �' S . fo wt i ~ :a a . \ *-� r I. � ,a �4, � . Ai - k . ar# , J • .. 41 N hi ' e 4 r. W � E -i; 1 �� c % ++' ..41 r , AI #'. _ � � � ,. 4e s+ 1 APPROXIMATE SCALE [71x17[: 1 "440' :, `° °a 1., "' ., _. ... ..«- ....rte- ..,w... +..a...r,... t fir ' FEET +. 1 ANDERSEN ANDRE CONSULTING ENGINEERS INC. GEOTECHNICAL ENGINEERING EVALUATION Drawn by: PGA Date: June 3815 .- f SITE VICINITY MAP BOYNTON HARBOR MARINA Checked by: DPA Dan: June 2015 573 SW Blltmore Street, Port St. Lucie, FL 34983 772 .807 -9191 wwwAACEInc.com AND FIELD WORK LOCATION PLAN PROPOSED WATERFRONT OPEN SPACE PROJECT ` A CC Certificate of Authorization No.28794 BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA AACE Flle No: 15-142 Sheet No. 1 / II .EO BEACON FEATURE I 41111 I PROPOSED HARBOR MASTER BUILDING \ el TB 7 P FOUNTAIN PROPOSED OUN AIN ` A 1 ,..i.,...,, , • ri n 'I ni l o r , Ilia Jo 0 4,._..• .._,...._ J.I.Li ., CASA LOMA BOULEVARD AN �� l � r . N \I I PROPOSED WAY - FINDER KIOSK'. / J ' J II TD -1I �, l'lll, i i V B - PROPOSED BOARDWALK 1 � , iO "TWO GEORGES" a } �I U cr 0 F Ill ill ' • I BOAT BASIN Z 3 I— IHA - 5 HA-4 1 I ,• 8 w z :T imm,..._ ism I I I � . wd 0 ) "BANANA BOAT" HA -2' I PROPOSED VENDOR KIOSK , NI \ / V IHA -II J a � ® I PROPOSED PARKING EXPANSION I A r / ( �� / � n ri n n EAST OCEAN AVENUE PROPOSED ENTRY SIGN I LEGEND: N O Approxlmete SPT Boring Location eI Notes: i %-` ANDERSEN ANDRE CONSULTING ENGINEERS, INC. W • • E • Figure 4 reproduced from CAD Ole from MSCW, Inc. nncE 573 SW Bitmere Street, Part St. Lucie, FL 34983 T72 www.MCElnc.com A Approximate Hand Auger Boring Location . , Boring locations are sham at approximate locations. AB borings locations were FIELD WORK LOCATION PLAN Drawn by: PGA Date: 03/31/10 ® Reid determined using wheel and tape measurements. obtained aerial photographs, and the provided ate pen and existing site features as references. The shown SUBSURFACE SOIL EXPLORATIONS m Approximate SFWMD Exn. Teat Location by locations sea a accurate only b the degree bnpYed BOYNTON HARBOR MARINA IMPROVEMENTS Checked by: DPA Date: 03/31/10 NOT TO SCALE BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA - ` AACE Fik No: 09 -191 Figure No. 4 J i TB -1 TB -2 TB -3 TB -4 01/12/10 01/11/10 • 01/12/10 01/13/10 00 N N N PAVEMENT ... ...... N DK. .BROWN .FINE .5A DK. TAN FINE SAND (SP) PAVEMENT SECTION: SECTION: 18 W. ORGANICS /ROOTS [T SOIL] — 3 W. CONCRETE DEBRIS 9" ASPHALT ATOP 9" LIMEROCK BASE 9" ASPHALT ATOP 9" LIMEROCK BASE 3 TAN SLIGHLTY SILTY FINE SAND (SP —SM) 18 :i:: 19 I 26 TAN FINE SAND (SP) W. LIMEROCK AND SHELL FRAGMENTS BROWN FINE SAND (SP) BROWN FINE SAND (SP) W. CONCRETE DEBRIS 5 2 1 8 4 ifl1 GRAY SLIGHTLY SILTY 1 =1I Nc; 544% ! FINE SAND (SP —SM) � ;1 .j ^ , - �: D7% B FIBROUS ORGANICS (PT) TAN FINE SAND (SP) a.s_� 2 1 W. LIMEROCK FRAGMENTS 1 CRAY FINE SAND (SP) 1 I it — W. SHELL FRAGMENTS _ 8_ 8� es _ it 4 1 0 S {I 4 �?1� 10 LT. GRAY FINE SAND (SP) ac: ax ; GRAY ORGANIC, SANDY SILT (OL) � i 't _ we: 408/6 DK. BROWN FIGROUS ORGANICS (PT) _200 ux � { i{ — xx -II= �!i . BROWN /DK. BROWN FIBROUS ORGANICS (PT) Ilif 1=1, 4 3 1 1{11, 1 i , i { — ii@ A. ` . 15 LT. BROWN FINE SAND (SP) tic• 7sx I I !li BROWN FIBROUS ORGANICS (PT) i l{ — TAN F INE SAND (SP) O 75x .j,_ (i{�i I — 10 -: 17 7 7 co 20 ORAN BROWN FINE SAND (SP) TAN FINE SAND (SP) — W. LIMESTONE FRAGMENTS S 1— — t LT. BROWN FINE SA ND (SP) TAN FINE SAND (SP) o — W . LIMESTONE FRAGMENTS 5 7 :i 6 17 25 - GRAY SANDY LIMESTONEFRAGMENTS (L) — (DRILLERS NOTE: HARD DRILLING 25' -27') — LT. GRAY FINE SAND (SP) 6 8 37 8 LT. GRAY FINE SAND (SP), — T/0 LIMESTONE FRAGMENTS 30 EOB 0 30' BLS EOB 0 30' BLS — 11 LT. GRAY FINE SAND (SP), 2 W NIIMESTONBROWN FINE FRAGMENTS (SP) 35 T/0 LIMESTONE FRAGMENTS 10 8 40 EOB 0 40 BLS EOB 0 40 BLS LEGEND: GENERAL NOTES: \ • SRN FAV� Oft(+�LNICS`RN0� 5 (� �P501L] X STA NDA1D DENS 241 LEST sMt) 101112 03111 D15a4) • ORCNNICAVATES LEVEL 111EADLRED ON 7.4 DM DRUID ANDERSEN ANDRE CONSULTING ENGINEERS, INC. ® 0 ▪ u,�tueAL NOW= CONTENT rt r[aco 12-22111) rt (Al2-22111) f 573 SW Biitm m ore Street, Port St. Lucie, FL 34983 772 - 807.9191 www.AACEInc.co FINE SAND D (SP) SEC' 10 ( 0c 0117118c CONTENT 11 MGM WY 02074) -200 MOM 1,433112 w. 200 SIEVE SEE (PERCENT nx6xasu D -1140) fill SLIGHTLY pD or DORM SPT BORING PROFILES SLIGHTLY SILTY FINE SAND (SP —SKI) y z1,- M s x m m Drawn by PGA Date: 03/31/10 1t Duun,unox mt01 (11343) 1 SILTY FINE SAND (SM) U a 0 11D1 DETER a m1 . , D D 114 n° ASSA%A11011• °CE^ HE SOIL EXPLORATIONS Err DEM Checked by: DPA Date: 03/31/10 Pi! SILTY, FIBROUS ORGANICS (PT) OR ORGANIC SILT (OL) VOW E^. " 1.375• BOYNTON HARBOR MARINA IMPROVEMENTS MAID aD. " a.o• SANDY, CEMENTED FRAGMENTS (L) WAVER MOP :140 11, �BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA RACE File No: 09 -191 Sheet No. 2 / \ wwu TM " MANUAL/3KM / 0 TB -5 TB -6 TB -7 TB -8 01/13/10 01/13/10 01/11/10 03/18/10 0 N DK. . BROWN FINE SAND (SP) N DK. BROWN FINE SAND (S N DK. BROWN FINE SAND (5P) N DK. BROWN FINE SAN W. OR CS / 1 GANIROOTS [TOPSOIL] W. ORGANICS /ROOTS [TOPSOI W. ORGANICS /ROOTS [TOPSOIL] W. ORGANICS /ROOTS [TOPSOIL] 20 21 LT. GRAY FINE SAND (SP) I TAN FINE SAND (SP), 1. W. CONCRETE DEBRIS T/0 CONCRETE DEBRIS GRAY FINE SAND (SP), 17 18 DK. BROWN FINE SAND (SP). 7 T/0 ROOTS - TAN FINE ND (SP) W. SHELL FRAGM EN TAN FINE SAND (SP) T/0 ORGANICS TS W. SHELL FRAGMENTS - OK. BROWN FINE SAND (SP) 5 8 I 11. B • • 4' -6': • N0 • RECOVERY 2 .. Z. ORGANICS _ BROWN ORGANIC SILT (01) =T= Si -1 a-5 - 3 11 -j! "-` 2 L 9 i ? Zs_ 5 N VI 19111 DK. BROWN SILTY FINE SAND (Sts) 2 _', DK. BROWN, SILTY FIBROUS ORGANICS (PT) _ C I 3 - -i � . j 2 I j I_ 4 fi 6 - 115 - I1L• 1177i . _ lI T.= li , 10 —.ee .lox ° I. = - - SOX _I 1 = _ _ BROWN, SILTY FIBROUS ORGANICS (PT) 0 "T DK. BROWN SILTY, FIBROUS ORGANICS (PT) DK. TAN FINE SAND (SP) - -- 1 0 14% � I I' I -' 1 TAN SILTY, FIBROUS ORGANICS (PT) -200: In 0 -L.- - Mc: aax 1_ 0 i 2 a: 1211 ii =1 1 =i 15 I_ I: 2 ' ' BROWN FINE •SAND •(SP) P- - _1 _ i: TAN FINE SAND (SP) W ;III -= 2 W I - 'i 1. I - - 8 9 ; 15 50/4" GRAY SANDY LIMESTONE FRAGMENTS (L) A l i m 20 BROWN FINE SAND (SP) BROWN FINE SAND (SP) - x - I- - w LT. BROWN FINE SAND (SP) cm - W. LIMESTONE FRAGMENTS LT. BROWN FINE SAND (SP) 14 1 18 1 6/6` -50/4' 8 W. LIMESTONE FRAGMENTS 25 .. GRAY SANDY LIMESTONE FRAGMENTS (L) GRAY SANDY LIMESTONE FRAGMENTS (L) E08 0 25' BLS - 9 12 LT. GRAY FINE SAND (SP) 16 30 LT. GRAY FINE SAND (SP) E08 0 30' BLS - - 25 10 LT. AY , S 35 T/0 GR LIMESTONE FINE FRAGMEN (SP) LT. GRAY FINE SAND (SP), - W. LIMESTONE FRAGMENTS (DRILLERS NOTE: HARD DRILLING 35' -38') 18 50/4" - 40 - -- 43' -45' 10- 8- 14 -18: N =22 BOREHOLE ADVANCED W. HAND AUGER 0 -4' EOB 0 45' BLS GENERAL NOTES: EOB 0 40' BLS LEGEND: a �� >m ewN (PM mnr) • SAN P .ORGANICS[ROOj5 M :MOM M . 7 / ANDERSEN ANDRE CONSULTING ENGINEERS, INC. OR kn SEC' ION lA N auJ au•a ■m VI N 11214 ON nx 10 ( Daum 7 MC w1,1eK 110,!11x[ COMM N Macon (41711 0 573 SW 81Itmore Street, Port St. Lucie, FL 34983 772 - 807.9191 www.AACEInc.com FINE SAND (SP) m o a PO � (MOW �X� 1.1110) 1 ii SP -Sts w MO 1.0 L SPT BORING PROFILES SUGHTLY SILTY FINE SAND (SP a FMK 01 11Met a sa c a Icoln fnm f ) Drawn by: PGA Date: 03/31/10 HMI SILTY FINE SAND (5M) PA �+Y r+no•aa SILTY, FIBROUS ORGANICS (PT) OR ORGANIC SILT 11 II � 00 "I Oak �a' ,,,,• BOYNTON HARBOR MARINA IMPROVEMENTS SUBSURFACE SOIL EXPLORATIONS Checked ,roots ED. ,.a b) DPA Date: 03/31/10 0 SANDY. CEMENTED FRAGMENTS (L) M1i o e PO O.I a .. \ BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA AACE FIIe No: 09 -191 Sheet No. 3 _. WPM TYPE 4 “6.141/suclr / HA -1 HA -2 HA -4 HA -5 • 03/16/10 03/16/10 ID 03/1 03/16/10 DK. BROWN FINE SAND (SP) DK. BROWN FINE SAND (SP) 0 - W. ORGANICS /ROOTS [TOPSOIL] W. ORGANICS /ROOTS [TOPSOIL] ; BROWN FINE SAND (SP) 0 BROWN FINE SAND (SP) BROWN FINE SAND (SP) W. CONCRETE / CONSTR. DEBRIS 1- W. ROCK FRAGMENTS DK. GRAY /GRAY W — 11111 W. ROCK FRAGMENTS EOB O 1 5' BLS (Refusal) GRAY FINE SAND (SP) WDK GREENISH GRAY CWT N.E. W. CONSTR. DEBRIS FINE SAND (SP) 1. SILTY . FINE SAND (SM) Pi W. CONSTR. DEBRIS _ - EOB 0 3 BL5 (Refusal) !l 1 DK. BROWN /BROWN - 5 OWT N.E. 3._s 6 � , DK. BROWN /BROWN ORGANICS (PT) DK. BROWN /BROWN ORGANICS (PT) ORGANICS (PT) 5 1'..°. 1 I' f , 1 EOB 0 5' BLS EOB 0 5' BLS = GWF N.E. _ �� 111 GWT N.E. 1- - — o. EOB • O - 7' BLS W G - 10 - 10 EX -1 01/11/10 0 DK. BROWN FINE SAND (SP) 0 - W. ORGANICS /ROOTS [TOPSOIL] - 1- W - La - TEST CONFIGURATION W - - TAN FINE SAND (SP) - Ow I.2. ) 1 - W. CONCRETE DEBRIS - 0 13 5 5 6 , - 11= 11= . 11= 11 =11 -, , 11- II- II- 11 -11F = - EOB 0 6' BLS - 11 1 0 ca - - II i — — I I—d- I H, 10 10 II -3 II �I 0 [ "Stabilized" Flow Rate] = 3.19 x 10 cfs II II 11 II d [Diameter of Test Hole] = 0.5 ft O 1 � $ Ha [Hydrostatic column] = 6 ft I II 0 If II 1 * Ds [Saturated Hole Depth] = 0 it * By Groundwater -4 K [Hydraulic Conductivity (cfs /sqf - ft head)] = 1.08 x 10 LEGEND: g . P 'if1g �5[N 5(rargrSOIL) i ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 1iON GENERAL NOTES: 573 SW Butn,Ore Street, Port St. Lucie, FL 34983 772. 807 -9191 www.AACEInc.com FINE SAND (SP) NA MO MOO N91sx1 WIN Mal) '� I� SLIGHTLY SILTY FINE SAND SP -SM .. INIOUN6vAi,11 LEVEL ° O ' ,K a ( a ° AIO TOM)1Qt HAND AUGER BORING AND EXFIL. TEST PROFILES "�! ( ) Drawn by: PGA Date: 03/31/10 NC WA11AAL x 0 lxslult CONTENT IN 731x1 (AENN 0-2211) NH SILTY FINE SAND (014) oc MOM COMM ., 7031x7 (A>„1 WHIM -500 75err1r MUNI Na EON SIM s@ (MGM ""'x25"1 °-1110) SUBSURFACE SOIL EXPLORATIONS DM DO 317 e90O Checked b DPA Date: 03/31/10 1 14 Y 11= SILTY, FIBROUS ORGANICS (PT) OR ORGANIC SILT (OL) NMI NMI uuo 71.1111,C2 BOYNTON HARBOR MARINA IMPROVEMENTS w. s, sraq s7-a 1eOO atA euvr lOx srs10 ) � • SANDY. CEMENTED FRAGMENTS L R■ NO uoA m MUM. °� BOYNTON BEAC PALM BEAC CO UNT Y, FLORIDA \ O ` AACE Flle No: 09 -191 Sheet No. 4 / III • • • EXHIBIT 1 MARINA OPEN SPACE PROJECT MARINA SLIPS BULKHEAD INSPECTION REPORT O N O Olin Hydrographic Solutions, Inc. Consulting Engineering Environmental, and Mapping Services /I le 2900 Calusa street, Miami FL 33133 • 'yy r og ra is Phone 1 (305) 619 2800. Fax (305) 860 4411 Soluhons www.olinhydrographic.com June 02, 2015 Mr. Peter Anderson AACE 573 SW Biltmore St Port St Lucie, FL 34983 RE: ENGINEERING INSPECTION OF THE BULKHEAD FRONTING THE BOYNTON HARBOR MARINA SLIPS IN BOYNTON BEACH, FLORIDA Inspector: David Olin, FL P.E. # 57555 Authorization Olin Hydrographic Solutions, Inc. (Olin Hydrographic) was authorized by AACE to perform an above and below water structural inspection of the existing bulkhead fronting the Boynton Harbor Marina Slips. 10 Methodology A professional engineer dive team from Olin Hydrographic visited the site on June 2, 2015 for an above and in water inspection to observe the condition of the bulkhead including the seaward face below the water line. The inspection team consisted of an engineer diver and an upland team providing topside support and assisting in site measurements. A continuous underwater survey was conducted over the entire length of the bulkhead fronting the property on the north side of the marina. The inspection technique was limited to visual observations, photos, probing, cleaning of the marine growth from portions of the wall, and use of a rock hammer to test the steel integrity. Measurements were taken of the wall dimensions and any observed deficiencies with the bulkhead were noted. The distance from the seawall cap to the seafloor was also recorded. General Conditions Weather conditions at the time of the inspection were clear and sunny. The in water inspection was performed at mid tide. The distance from the seawall cap to the seafloor varied from approximately 7' -12' (see Table 3 for exact values). Water visibility was generally poor at the time of the survey, but a thorough inspection was performed. In all, approximately 417 linear feet of bulkhead were inspected. The property was fronted by a single type of bulkhead which consisted of a steel sheetpile wall with concrete cap. The bulkhead was orientated east west with a 90 degree turn to the south at the end. The wall thickness was approximately 3/8" and the width of the sheets measured approximately 26.5" and the depth was approximately 13 " -14 ". Marine growth covered • Boynton Harbor Marina Slips Inspection Mr. Peter Andersen June 8, 2015 • Page 2 the splash zone and much of the below water portions of the wall. There were wooden finger piers perpendicularly attached to the face of the wall that were not included in the scope of this report. The seafloor fronting the wall was comprised of a very silty sand material. Observations (See Appendix A for Photos) The inspection took place using a stationing protocol which began at the east end of the bulkhead and ended 25' to the south from the west corner. Observations were verbally relayed from the in water PE diver to the topside support team member keeping the notes. The notes were then read aloud back to the PE diver to confirm accurate record keeping. The wall had several visible depressions in the asphalt immediately landward of the wall. These depressions were most likely attributable to the eroded ground elevation on the backside of the cap. Two inch weep holes were cut below the cap at every pair of sheets. Material appears to have exited through some of these as well as several holes that were cut in the wall to allow utility pipes to pass through. These utility access holes should have been sealed after construction to prevent the loss of backfill material. Also, • the filter fabric backing the weep holes was not flush and material was able to escape between the filter fabric and the steel sheets. It was possible to see through the weep holes and utility access holes to the backside of the wall and the ground elevation was 2.5 feet below the cap in some locations. There were also several 4" drainage pipes and one large culvert as noted in the below table. There was an isolated 5" cut hole near the water line with no filter fabric. Some of the perimeters of these pipes need to be resealed with concrete grout. There were several small holes that once had threaded rods (approximately 1/2" diameter) near the top of the wall that does not appear to be part of a tieback system but were allowing material to escape. • Q lit ' A , Y rograp is Sblutions,Inc. Boynton Harbor Marina Slips Inspection Mr. Peter Andersen June 8, 2015 • Page 3 Table 1 Summary of Observed Structural Member Conditions Two Georges Restaurant and Marina Seawall Damage Report Seawall Inspected on 6/2/2015 Stationing is measured from the east end of the wall next to the restaurant going west. Station from East edge of Seawall Description 10.5 3' square drain upland (no noticeable pipe through wall) 14 5" torch cut hole for utilities 16,18 1.5' depression behind wall 25 5" torch cut hole 6" below waterline 31 3' square drain (no noticeable pipe through wall) 55 6 "x2" utility chase, soil level 2'3" below top of cap, just below utility holes 55.5 pipe comes through 75 5" diameter torch hole at waterline, no filter fabric 126 4" pipe. 5" hole, 1" gap 128 4" torch hole for utilities 132 4" torch hole 156 3' square drain upland, begin major depressions in pavement upland 267 3' square drain upland • 285 302 4" pipe at waterline with gap at top (material can escape) end major depressions upland 386 4" pipe, 5" hole, 1" gap, 6" below water surface 415 corner of wall 417.5 wood with steel threads (possible whaler) Notes: 3/8" wall thickness 26.5" w value (width) 13 -14" h value (depth) Weepholes at 26" on center, 2.5" diameter - filter fabric backed - voids between wall and fabric common (2') Lifting holes not filled Soft silty muck at base of entire wall • O :. rutioggi,InC. Inc Boynton Harbor Marina Slips Inspection Mr. Peter Andersen June 8, 2015 • Page 4 Table 3 Distance from Cap to Seafloor Station from East edge of Seawall Distance from top of cap at Station 0' to seafloor 0 10.5 30 12 50 10.1 70 10.1 90 11.4 110 10.8 130 10.4 150 10.2 170 10.1 190 9.3 210 8.7 230 8.9 250 8.1 270 8.1 • 290 7.3 *325 8 *357 8.4 *391 8.9 *415 8.5 *434 11.8 *Note: *at station 300 going west, cap slopes downward to new elevation. the numbers shown here do not reflect this change and need to be adjusted. The numbers shown will decrease 1 ' -2' based on the lower cap height at this location. • O♦ rograp is .Iutions,Inc. Boynton Harbor Marina Slips Inspection Mr. Peter Andersen June 8, 2015 • Page 5 Conclusions and Recommendations It is estimated that the wall is approximately 20 years old and the steel is heavily rusted near the water line. The portion of the wall beneath the splash zone (low water line) appears in much better shape than the portions exposed to the constant wet /dry tidal action. Overall the wall appears to be in poor condition cosmetically and fair condition structurally. The structure is vertically plumb and the bulkhead lines are relatively straight indicating any tieback system that was constructed (if present) appears to be in good working order. The concrete cap is generally in good condition. All small spalls and cracks should be repaired as soon as possible so the cap has a uniform appearance and will retain a long service life. The primary problem that needs to be addressed with the wall is the numerous drain holes and utility access holes that need to be repaired. The utility holes can be repaired with an expanding foam sealant. The weep holes need properly functioning drains installed that will allow water to exit but allow the backfill material to remain. All gaps around the underwater drain pipes should be properly sealed. • In order to prolong the life of the bulkhead, it is important that future preventative maintenance be performed at the earliest signs of any cap cracking or spalling to prevent more costly repairs or possible Toss of section after a sufficient amount of time. Any observed cracks or spalls should be cleaned and sealed with a marine grade epoxy or concrete. For the remainder of the wall, once the repairs are made, it is this engineer's recommendation that an above and below water inspection be performed every five years to monitor the serviceability of the structure. We appreciate the opportunity to work with you on this project. Should you have any questions, please call me at (305) 619 2800. Sincerely, OLIN YDROGRAPHIC SOLUTIONS, INC. D David Olin, P.E. President • Q : c` I� H� ydrograp i Solutions, Inc. • APPENDIX A SITE PHOTOS • • • NI' III 0 ■ t : r • 41 t it; I' . C i t : itt : W14; . `; r i , T 1 . I Photo # 1 : Diver Performing in water inspection. III , _ , ,,; • ,. I 1 t ,.., D ,,.., L l k ; 1 L%. it i e t ' a 1 --acs/ Photo # 2: Typical condition of steel sheetpiles. III r ,. • mow. , "a„. . . . . „..._.,,,,, it. 1 ., ,_ 7, ' „.45„ 44 frs . Y y . °r .A . F s Photo # 3 : View of filter fabric stuffed in weep hole. III t # 1p a ,r , .I< .1 x t i Q �.. t 1� c . 1 . 'I' 41 * ' -r° . 4' . 4* _ „.„. i f r .. ii...4 -,! .4): 1 1 .'s 4 Photo # 4 : Typical condition of steel sheetpiles • r s xi _, 47 • . ` x. ti • . j ' t. ar ` i a ' - 3i s rt ' r w i+ a i . i l Vic} `. Photo # 5 : View of hole that formerly held a threaded rod. ' le + , Ill ,, .. f / }f/ K ,. .., :). r .r - I-, , limit , �' !1. • r i g ` :�• i .t f ■ ! 1 mss I 1 r f r . e` Photo # 6 : Close up view of cut holes for utilities. Note the lack of backfill material behind the wall. 11111 1 fy« It \ ' t . 4 ' \: � # / / `. A } ' « 0 .i : � \ , / , _ * , «. 1 < }j «© 3 1 \ r k I ,.., , \ :-. . • , \ ` � � ° � ` � � . a � \ « k . . - \ �' ° E ` ~ \ �\ f \ \ , ' Photo # 7: Typical view of threaded rod. This appe rs too smaU to be a tieba c. r ' ƒ 1 * . ■ II ,..7„ ` r . \ � \ . l © t . 1 /! d. ! , / . © \� ^c \ NIA { » , <, ¥ . ` • : . Z. .. ' \ ° a ip- :« « © -.» \' ' so 2 R f . . §y Photo #8: View of 5" diameter torch hole at water line Nof |e |rfabric. 1 III • . k N' .r. • 4. + Photo # 9 : Typical 4" drain. Note gaps at edges. 1 44 • ¢ 9 > k � ' r Photo # 10 : Typical utility access hole. • 0 il1 A Ak, MIAA ' A '� �' r .__ V ;4 Photo # 11 : View of stainless rod and wood. Possibly part of an old waler system. ..,,„..... .4 :f V Y, A r ill I t Photo # 12: Typical weep hole backed by filter fabric. IIII • • I i • I BOYNTON BEACH CRA TIF ESTIMATE - FY 2015 -2016 • As of: June 25, 2015 1. I ASSESSED VALUATIONS y FY 2014 -2015 FY 2015 -2016 (ASSESSED VALUES $ 1,000,248,846 $ 1,107,322,374 Actual • Estimate • Certified 06/24/2015 As of: 6/25/15 Chg. from Prior Year $ 107,073,528 10.7% 2. I TAX INCREMENT REVENUE - ESTIMATED FOR NEW BUDGET YEAR • I FY 2014 -2015 1 I FY 2015 -2016 Estimates I Assessed Values $ 1,000,248,846 $ 1,107,322,374 Less Base Year Value $ 309,821,849 309,821,849 TIF Taxable Value $ 690,426,997 797,500,525 95% of Difference $ 655,905,647 $ 757,625,499 (Per Florida Statutes Chapter 163.387(1)(a) Assumptions Redevelopment Trust Fund) No Millage Change Increase /(Decrease) City & County versus Prior Year 4110 Millage Rates Amount I Percent City 7.9000 7.9000 N/A 0% County 4.7815 4.7815 N/A 0% % of Tax Increment Revenue Total TIF City $ 5,181,655 $ 5,985,241 62% $ 803,587 16% County $ 3,136,213 $ 3,622,586 38% $ 486,373 16% Sub -Total $ 8,317,867 $ 9,607,828 $ 1,289,960 16% 3.0% for True -Up $ - $ 288,235 N/A Net TIF $ 8,317,867 $ 9,319,593 $ 1,001,725 12% • Budgeted Change from Prev. Year Amount $ 1,001,724 % 12.0% • 2 BOYNTON BEACH CRA Funding Available for Projects - FY 2015 -2016 • Revenues TIF $ 9,319,593 Marina $ 1,100,000 Total Revenues - General Fund $ 10,419,593 Less: Debt Service $ 2,142,518 Operating Expenses $ 2,142,953 Marina Expenses $ 1,100,000 DIFA Payments: (a) Casa Costa $ 545,000 (Year 6 of 10) The Preserve - Cornerstone $ 100,000 (Year 1 of 10) The Preserve - Cornerstone $ 100,000 (Year 2 of 10) WaI -Mart $ 55,000 (Year 4 of 10) • Seabourn Cove - Phase 1 $ 375,000 (Year 3 of 10) Seabourn Cove - Phase 2 $ 165,000 (Year 2 of 10) Sub -Total $ 6,725,471 New Project Revenue $ 3,694,122 II (a) 500 Ocean DIFA will become payable once project is completed and on tax rolls. Projects Funded Through Bonds Boynton Beach Blvd Ext /Promenade Walkway $ 10,022,149 34% Property Acquisitions $ 11,485,686 39% Marina Purchase $ 6,393,700 22% Housing Assistance $ 1,389,493 5% Economic Development $ 320,648 1% Total $ 29,611,676 100% • 3 BOYNTON BEACH CRA Project Fund Revenue & Potential Projects FY 2015 -2016 • ( ( ( ( ( Project Rollovers (Funded in Revenue for New Total Project FY14 -15) Projects Fund I Project Description 1 CRA Plan $ 3,694,122 (As of 7/16/15) •Source: Incode and Budget Tracking Worksheets Proposed New Projects - FY 2015 -2016 Model Block $ - $ 550,000 $ 550,000 Cottage District $ - $ 100,000 $ 100,000 District Clean Program $ - $ 100,000 $ 100,000 !Ongoing & Multi -Year Projects - Budgeted in FY 2014 -2015 Professional & Other Expenses Surveys & Appraisals All $ - $ 100,000 $ 100,000 Design & Engineering All $ - $ 150,000 $ 150,000 Contingency All $ - $ 100,000 $ 100,000 Plan Updates All $ 116,800 $ - $ 116,800 Boynton Beach Blvd. Design DTMP $ 108,410 $ 192,000 $ 300,410 Legal Work - Project Fund All $ $ 150,000 $ 150,000 Capital Outlay Property Acquisitions HOB /DTMP $ 613,024 $ 385,000 $ 998,024 Marina Open Space Construction (a) DTMP $ 834,030 $ 740,122 $ 1.574,152 • 211 Renovation Grant DTMP $ 200,000 $ - $ 200,000 Parking Lot Construction - NE 4th DTMP $ 171,713 $ 80,000 $ 251,713 Town Square Project DTMP $ 134,083 $ 20,000 $ 154,083 Site Work & Demolition All $ - $ 100,000 $ 100,000 Economic Development Programs Economic Development Grants All $ 400,000 $ 300,000 $ 700,000 Marketing Programs All $ - $ 142,000 $ 142,000 Projects & Programs Special Events DTMP 1 $ - $ 410,000 $ 410,000 Business Incubator Project All $ - $ 25,000 $ 25,000 Community, Planning, Eco. Devl. Meetings All $ - $ 50,000 $ 50,000 Sub -Total $ 2,578,060 $ 3,694,122 $ 6,272,182 DIFA Payments - Total $ 1,340,000 Total Project Fund $ 7,612,182 (a) Rollover Reallocations from FY 2014 -2015 Amount of Rollover Allocated to: Marina Open Space Project Wayfinding Sign for Art District $ 25,000 Marina Phase II - Harbormaster Building $ 30,000 FEC Corridor Landscape Project $ 93,775 Dewey Park $ 20,985 Walmart Brownfield $ 22,500 411) Sub -Total Reallocations $ 192,260 Marina Open Space Rollover FY14 -15 $ 641,770 Total $ 834,030 4 BOYNTON BEACH CRA FY 2015 -2016 • SPECIAL EVENTS BUDGET 2015/2016 2015/2016 PROPOSED EVENTS DATE I BUDGET Boynton Beach Haunted Pirate Fest & Mermaid Splash Saturday & Sunday October 24 & 25, 2015 $174,584 Ocean Avenue HOLIDAY EXTRAVAGANZA TREE LIGHTING & CONCERT Friday, December 4, 2015 $73,500 Saturday, December 5, 2015 - City Responsible for PARADE planning and implementation. CRA will reimburse $25,000 City for cost up to a maximum of $25,000 HOLIDAY BOAT PARADE Friday, December 11, 2015 $12,000 Holiday Event Total $110,500 MLK Hope Event $20,010 Ocean Avenue Saturday, January 16, 2016 1 ST. PATRICK'S DAY CELEBRATION Saturday, March 11, 2016 $24,216 BLARNEY BASH - Ocean Avenue II I KID'S EARTH DAY EVENT Saturday, April 16, 2016 (or 23rd) $13,340 Ocean Avenue Amphitheatre MOVIES IN THE PARK •Friday, October 2, 2015 •November 6, 2015 Ocean Avenue Amphitheatre .January 1, 2016 *February 5, 2016 •March 4, 2016 $23,850 •April 1, 2016 •May 6, 2016 •June 3, 2016 MUSIC ON THE ROCKS •Friday, October 16, 2015 • November 20, 2015 Ocean Avenue Amphitheatre •December 18, 2015•January 15, 2016 •February $23,500 19, 2016 •March 18, 2016 *April 22, 2016 *May 20, 2016 •June 17, 2016 SPECIAL EVENTS GRANT PROGRAM $20,000 TOTAL COST OF EVENTS $410,000 III 5 BOYNTON BEACH CRA FY 2015 -2016 Marketing Budget (Project Fund 02- 58400 -445) Proposed Development of enhancing our "Catch A" brand Creative Brand and Tagline development for a destination brand, theme development,Template Development Campaign sheets to use in house for stationary, promotional merchandise and 3 $ 7,500 dimensional for web, 8 "Catch A" brand & 4 tag line choices Website lottery campaign Business Development campaign lottery 2 starter website programs $ 5,000 Design & Develop a custom brochure and 2 promotional rack card for Brokers and grants 10 Social promotions for the Marina, Promotional Collateral Merchants and Economic Development $ 6,500 Pineapple Newspaper Bi- Monthly Ad Placement $ 3,150 Waterway Guide website presence 1/2 page ad in hard copy and magazine $ 3,800 Videos for Movie Night Design videos of local resturants for monthly movie night $ 8,000 Marketing Campaigns with call to action programs Custom program blast monthly promotions and marketing blasts $ 1,200 Annual Report Design & layout $ 4,000 Florida Cruising Magazine - Marina Design half page ad in Floida Cruising magazine and placement $ 4,000 Promotional Collateral design design fee $ 2,500 Double page spread monthly of local business with the "Catch A" Boynton Forum tagline $ 17,000 Promotional Collateral Visit l- loirda Rack cards $ 4,000 Social media auto publishing JOOMIAL - Liscense $ 500 Promotional Base Messaging Postcard Postcard campaign "Meet Your Neighbors" $ 2,800 Downtown Merchant & Marina Campaign Marketing promotions project- Harbour Master Building $ 4,500 Hotel Touch Screens & Maps $ 2,800 BDB ad in Profile Ad in Profile magazine $ 1,250 Downtown Banners Holiday banners & banners on Federal and replacement banners $ 30,000 Chamber & Business Development Event Merchant, redevelopment marketing & Broker events $ 20,000 Concierges Event Design develop an evening Concierges VIP tour $ 10,500 Discover the Palm Beaches visitors book Visitors guide book $ 3,000 • Total $142,000 6 • • • B cRA BEACH Organization Chart for Key: FY 2015 -2016 CRA BOARD Full lime Employee J 1 Proposed August 2015 Vacant & Unfunded Executive Director Part Time Employee 1 A ssistant Director Development Development \ Marketing & Business Finance Director Project Manager Services S ecialist Development Special Events p , Specialist Coordinator 1 1 1 Marketing /Events/ --- Finance Specialist Bus. Spec. Assistant 7 0 0 • BOYNTON BEACH CRA FY 2014 -2015 - POSITION CLASSIFICATIONS & SALARY RANGES Proposed - FY 2015 -2016 YRS OF INCUMBENT _ SVC POSITION STATUS(a) FLSA(b) MINIMUM MID -POINT MAXIMUM Vivian Brooks 10.5 Executive Director F E $ 105,000 $ 125,000 $ 150,000 Mike Simon 8.5 Assistant Director F E $ 85,000 $ 105,000 $ 125,000 Susan Harris 10.0 Finance Director F E $ 85,000 $ 105,000 $ 125,000 Vacant - Not Funded Development Project Manager V E $ 55,000 $ 75,000 $ 95,000 Vicki Hill 5.0 Finance Specialist F E $ 55,000 $ 75,000 $ 90,000 Theresa Utterback 6.5 Development Services Specialist F E $ 45,000 $ 60,000 $ 75,000 Tracy Smith - Coffey 2.5 Marketing & Business Development Specialist F E $ 45,000 $ 60,000 $ 75,000 Christopher Burdick 1.o Special Events Coordinator F E $ 45,000 $ 60,000 $ 75,000 Renee Roberts 0.5 Marketing /Events /Business Development Asst. F N $ 35,000 $ 45,000 $ 55,000 (a) Status: F = Filled Position V = Vacant Position (b) FLSA = Fair Labor Standard Act; E= Exempt; N= Non - exempt NOTE: Position of Administrative Assistant eliminated. 8 • • • BOYNTON BEACH CRA SALARY SCHEDULE AND RELATED PERSONNEL EXPENSES FISCAL YEAR 2015 -2016 FICA TAXES SALARY 6.2% 1.45% AUTO BENEFIT RETIREMENT NAME POSITION FY 15 -16 SOC. SEC. MEDICARE ALLOWANCE COSTS BENEFITS TOTAL Vivian Brooks Executive Director $ 126,884 $ 7,867 $ 1,903 $ 3,000 $ 15,059 $ 25,377 $ 177,090 Michael Simon Assistant Director $ 98,325 $ 6,096 $ 1,475 $ - $ 11,922 $ 19,665 $ 137,483 Susan Harris Finance Director $ 98,093 $ 6,082 $ 1,471 $ - $ 11,921 $ 19,619 $ 137,185 Vicki Hill Finance Specialist $ 73,030 $ 4,528 $ 1,095 $ - $ 11,803 $ 14,606 $ 105,062 Theresa Utterback Development Services Specialist $ 60,726 $ 3,765 $ 911 $ - $ 11,745 $ 12,145 $ 89,292 Marketing & Business Tracy Smith - Coffey Development Specialist $ 56,705 $ 3,516 $ 851 $ - $ 11,727 $ 11,341 $ 84,140 Christopher Burdick Special Events Coordinator $ 45,000 $ 2,790 $ 675 $ - $ 11,679 $ 9,000 $ 69,144 Marketing /Events /Business Renee Roberts Development Assistant $ 35,000 $ 2,170 $ 525 $ - $ 11,660 $ 7,000 $ 56,355 Sub -Total $ 593,763 $ 36,813 $ 8,906 $ 3,000 $ 97,515 $ 118,753 $ 855,750 3% Merit Pool $ 17,813 $ 1,104 $ 267 $ - $ - $ 3,563 $ 22,747 Total $ 611,576 $ 37,918_ $ 9,174 $ 3,000 $ 97,515 $ 122,315 $ 878,497 SALARY 457(b) 401(a) FY 15 -16 5% 15% TOTAL Vivian Brooks $ 126,884 $ 6,344 $ 19,033 $ 25,377 Michael Simon $ 98,325 $ 4,916 $ 14,749 $ 19,665 Susan Harris $ 98,093 $ 4,905 $ 14,714 $ 19,619 Vicki Hill $ 73,030 $ 3,652 $ 10,955 $ 14,606 Theresa Utterback $ 60,726 $ 3,036 $ 9,109 $ 12,145 Tracy Smith- Coffey $ 56,705 $ 2,835 $ 8,506 $ 11,341 Christopher Burdick $ 45,000 $ 2,250 $ 6,750 $ 9,000 Renee Roberts $ 35,000 $ 1,750 $ 5,250 $ 7,000 3% Merit Pool $ 17,813 $ 891 $ 2,672 $ 3,563 Total $ 611,576 $ 30,579 $ 91,736 $ 122,315 NOTE: City's contribution to General Employees° Pension Fund = five year range of 19.40% to 34.02% annually (source: City Finance Department) NOTE: Total benefit cost = $ 216,830 % of Total Salaries & Benefits = 25% 9 BOYNTON BEACH CRA • General Fund - Fund Balance Analysis Fund Balance 9/30/2014 $ 3,144,037 Less: 1. Committed Fund Balance - Self- Funded insurance Reserve $ (119,813) 2. Working Capital - Oct -Dec 2015 $ (2,500,000) 3. Compensated Absences $ (100,000) 4. Prepaids $ (50,000) 5. Encumbrances $ (125,000) Estimated Unassigned Fund Balance as of 9/30/2015 $ 249,224 Note: The annual audit of the CRA's financial statements for the fiscal year ending September 30, 2015 will be completed by mid - January 2016. At the completion of the annual audit, the Unassigned Fund Balance will be finalized and the CRA Board can allocate funding according to Florida statute as outlined below. § 163.387, Fla. Stat. Ann. (7) On the last day of the fiscal year of the community redevelopment • agency, any money which remains in the trust fund after the payment of expenses pursuant to subsection (6) for such year shall be: (a) Returned to each taxing authority which paid the increment in the proportion that the amount of the payment of such taxing authority bears to the total amount paid into the trust fund by all taxing authorities for that year; (b) Used to reduce the amount of any indebtedness to which increment revenues are pledged; (c) Deposited into an escrow account for the purpose of later reducing any indebtedness to which increment revenues are pledged; or (d) Appropriated to a specific redevelopment project pursuant to an approved community redevelopment plan which project will be completed within 3 years from the date of such appropriation. • 10 Boynton Beach CRA • General Fund - Budget Summary FY 2014 -2015 2015 -2016 Proposed vs. 2014 -2015 Original Amended Year End Proposed Increase /(Decrease) !REVENUES _ Budget Budget Estimate Budget Amount - I Tax Increment Revenue (TIF) $ 8,100,000 $ 8,100,000 $ 8,317,867 $ 9,319,593 $ 1,219,593 15% Marina Rents & Fuel Sales $ 1,000,000 $ 1,000,000 $ 1,100,000 $ 1,100,000 $ 100,000 10% Total Revenues $ 9,100,000 $ 9,100,000 $ 9,417,867 $ 10,419,593 $ 1,319,593 15% !EXPENSES CRA Board $ 24,850 $ 24,850 $ 20,750 $ 27,100 $ 2,250 9% Administration Executive Department $ 302,375 $ 302,375 $ 306,689 $ 366,790 $ 64,415 21% Finance Department $ 256,578 $ 256,578 $ 260,749 $ 274,425 $ 17,847 7% Planning Department $ 151,858 $ 151,858 $ 155,673 $ 160,470 $ 8,612 6% Marketing & Business Development $ 141,452 $ 141,452 $ 143,256 $ 139,152 $ (2,300) -2% Special Events Department $ 121,293 $ 121,293 $ 113,994 $ 101,481 $ (19,812) -16% Sub -Total $ 973,556 $ 973,556 $ 980,361 $ 1,042,318 $ 68,762 7% Other General Fund Expenses Insurances $ 131,500 $ 131,500 $ 140,000 $ 177,975 $ 46,475 35% Professional Services $ 262,000 $ 262,000 $ 232,000 $ 262,000 $ - 0% Buildings, Grounds, Maintenance $ 472,700 $ 472,700 $ 460,000 $ 474,000 $ 1,300 0% Marina Operations $ 1,000,000 $ 1,000,000 $ 1,000,000 $ 1,100,000 $ 100,000 10% Information Technology $ 54,060 $ 54,060 $ 55,060 $ 59,560 $ 5,500 10% • Contingency $ 25,000 $ 25,000 $ - $ 100,000 $ 75,000 300% Sub -Total $ 1,945,260 $ 1,945,260 $ 1,887,060 $ 2,173,535 $ 228,275 12% Total General Fund Operating $ 2,943,667 $ 2,943,667 $ 2,888,171 $ 3,242,953 $ 299,287 10% Operating Transfers Out Transfer to Debt Service Fund $ 2,301,853 $ 2,301,853 $ 2,301,853 $ 2,142,518 $ (159,335) -7% Transfer to Project Fund $ 3,854,480 $ 3,854,480 $ 3,854,480 $ 5,034,122 $ 1,179,642 31% Sub -Total $ 6,156,333 $ 6,156,333 $ 6,156,333 $ 7,176,640 $ 1,020,307 17% Total General Fund Expenses & Transfers Out $ 9,100,000 $ 9,100,000 $ 9,044,504 $ 10,419,593 $ 1,319,593 15% NOTE: Administrative Costs As a % of General Fund 10% 11 General Fund I CRA BOARD - 01 -51010 FY 2014 -2015 FY 2015 -2016 Original Amended Year End Proposed Change Incr /(Decr) • 1 SUMMARY Budget Budget Estimate Budget Amount 200 CONTRACTUAL EXPENSES $ 7,500 $ 7,500 $ 7,500 $ 7,500 $ 0% 216 PUBLIC NOTICES $ 6,500 $ 6,500 $ 6,500 $ 6,500 $ - 0% 225 CONFERENCES, MEETINGS $ 8,750 $ 8,750 $ 5,000 $ 10,750 $ 2,000 23% 227 DELIVERY SERVICES $ 400 $ 400 $ 400 $ 400 $ - 0% 310 OFFICE SUPPLIES $ 500 $ 500 $ 750 $ 750 $ 250 50% 340 CELLULAR PHONES $ 1,200 $ 1,200 $ 600 $ 1,200 $ - 0% Total $ 24,850 $ 24,850 $ 20,750 $ 27,100 $ 2,250 9% DETAIL I 200 CONTRACTUAL EXPENSES $ 7,500 $ 7,500 $ 7,500 $ 7,500 Minutes & City Staff Costs 216 PUBLIC NOTICES $ 6,500 $ 6,500 $ 6,500 $ 6,500 Board Meetings & Legal Notices CONFERENCES, MEETINGS, 225 WORKSHOPS $ 8,750 $ 8,750 $ 5,000 $ 10,750 1. ABC's of CRAB $ 250 $ 250 $ - $ 250 2. Florida Redevelopment Assoc. (FRA) $ 7,000 $ 7,000 $ 5,000 $ 7,000 3. Training, Workshops, Business Development Board $ 1,500 $ 1,500 $ - $ 1,500 4. FL League of Cities (shared with City) $ - $ - $ - $ 2,000 III 227 DELIVERY SERVICES $ 400 $ 400 $ 400 $ 400 310 OFFICE SUPPLIES $ 500 $ 500 $ 500 $ 750 340 CELLULAR PHONES $ 1,200 $ 1,200 $ 600 $ 1,200 Notes: Increase due to addition of FL League of Cities Board participation, formerly in Executive Dept. III 12 1 EXECUTIVE DEPARTMENT - 01 -51230 FY 2014 - 2015 FY 2015 - 2016 Original Amended Year End Proposed Change Incr /(Decr) SUMMARY Budget Budget Estimate Budget Amount I % 100 PERSONNEL SERVICES $ 270,735 $ 270,735 $ 271,849 $ 328,265 $ 57,530 21% 115 AUTO ALLOWANCE $ 3,000 $ 3,000 $ 3,000 $ 3,000 $ - 0% 225 CONFERENCES, MEETINGS $ 9,320 $ 9,320 $ 9,320 $ 7,800 $ (1,520) -16% 226 MEMBERSHIP DUES $ 5,285 $ 5,285 $ 5,285 $ 5,285 $ - 0% • 227 DELIVERY SERVICES CAREER DEVELOPMENT $ 750 $ 750 $ 750 $ 750 $ 0% 229 $ 3,200 $ 3,200 $ 6,400 $ 10,900 $ 7,700 241% 310 OFFICE SUPPLIES $ 2,500 $ 2,500 $ 2,500 $ 3,000 $ 500 20% 315 POSTAGE $ 2,500 $ 2,500 $ 2,500 $ 2,500 $ - 0% 340 CELLULAR PHONES $ 1,980 $ 1,980 $ 1,980 $ 2,160 $ 180 9% 355 SUBSCRIPTIONS $ 605 $ 605 $ 605 $ 630 $ 25 4% 360 BOOKS & PUBLICATIONS $ 500 $ 500 $ 500 $ 500 $ - 0% 400 EQUIPMENT COSTS $ 2,000 $ 2,000 $ 2,000 $ 2,000 $ - 0% Total $ 302,375 $ 302,375 $ 306,689 $ 366,790 $ 64,415 21% I DETAIL 1 100 PERSONNEL SERVICES $ 270,735 $ 270,735 $ 271,849 $ 328,265 Salaries Executive Director $ 123,188 $ 123,188 $ 126,884 $ 126,884 Development Services Specialist $ 58,672 $ 58,672 $ 60,726 $ 60,726 Marketing /Events /Eco. Devl. Asst.(100% in $ 8,400 $ 8,400 $ 9,000 $ 35,000 FY15 -16- formerly split between departments) Benefits Health $ 21,168 $ 21,168 $ 21,168 $ 32,400 Dental $ 864 $ 864 $ 864 $ 1,440 Vision $ 115 $ 115 $ 115 $ 180 Life & Long Term Disability $ 1,078 $ 1,078 $ 1,124 $ 1,444 Retirement Benefits (457(b) & 401(a) Plans) $ 36,372 $ 36,372 $ 37,522 $ 44,522 FICA Taxes $ 13,913 $ 13,913 $ 14,446 $ 17,141 3% Merit Pool + Incremental Taxes + Retirement $ 6,965 $ 6,965 $ - $ 8,528 115 AUTO ALLOWANCE $ 3,000 $ 3,000 $ 3,000 $ 3,000 225 CONFERENCES /MEETINGS/WORKSHOPS $ 9,320 $ 9,320 $ 9,320 $ 7,800 Regional - Local Meetings & Seminars $ 1,500 $ 1,500 $ 1,500 $ 1,500 National Conference $ 2,500 $ 2,500 $ 2,500 $ 2,500 • State Conference $ 2,000 $ 2,000 $ 2,000 $ 2,000 FL League of Cities (shared with City) $ 2,000 $ 2,000 $ 2,000 $ Mileage $ 1,320 $ 1,320 $ 1,320 $ 1,800 226 MEMBERSHIP DUES $ 5,285 $ 5,285 $ 5,285 $ 5,285 Urban Land Institute $ 600 $ 600 $ 600 $ 600 American Planning Association (APA) $ 810 $ 810 $ 810 $ 810 Florida Redevelopment Association (FRA) $ 1,000 $ 1,000 $ 1,000 $ 1,000 American Institute of Planners (AICP) $ 500 $ 500 $ 500 $ 500 Business Development Board (BDB) $ 1,000 $ 1,000 $ 1,000 $ 1,000 Realtors Commercial Alliance $ 350 $ 350 $ 350 $ 350 NAIOP Commercial Real Estate Association $ 625 $ 625 $ 625 $ 625 Chamber of Commerce $ 400 $ 400 $ 400 $ 400 227 DELIVERY SERVICES $ 750 $ 750 $ 750 $ 750 229 CAREER DEVELOPMENT $ 3,200 $ 3,200 $ 6,400 $ 10,900 American Planning Assoc. Cont. Prof. Ed. $ 1,500 $ 1,500 $ 2,500 $ 3,000 Florida Redevelopment Association (FRA) $ 1,700 $ 1,700 $ 3,900 $ 6,100 Florida Festivals & Events $ - $ - $ - $ 1,800 310 OFFICE SUPPLIES $ 2,500 $ 2,500 $ 2,500 $ 3,000 315 POSTAGE $ 2,500 $ 2,500 $ 2,500 $ 2,500 340 CELLULAR PHONES $ 1,980 $ 1,980 $ 1,980 $ 2,160 355 SUBSCRIPTIONS $ 605 $ 605 $ 605 $ 630 Florida Trend $ 250 $ 250 $ 250 $ 250 South Florida Business Journal $ 130 $ 130 $ 130 $ 130 Downtown Idea Exchange $ 225 $ 225 $ 225 $ 250 360 BOOKS & PUBLICATIONS $ 500 $ 500 $ 500 $ 500 • 400 EQUIPMENT COSTS $ 2,000 $ 2,000 $ 2,000 $ 2,000 Notes: Increase due to 100% of cost of Marketing /Events /Business Devl. Assistant & related costs plus benefit increases. Formerly salary and associated costs split between departments. 13 cieneral Fund I FINANCE DEPARTMENT - 01 -51325 FY 2014 -2015 FY 2015 -2016 Original Amended Year End Proposed Change Incr /(Decr) I SUMMARY Budget Budget _ Estimate Budget Amount 100 PERSONNEL SERVICES $ 240,528 $ 240,528 $ 241,669 $ 248,615 $ 8,087 3% 200 CONTRACTUAL EXPENSES $ 200 $ 200 $ 200 $ 250 $ 50 25% 201 BANK FEES $ 1,000 $ 1,000 $ 1,000 $ 1,000 $ - 0% III 225 CONFERENCES, MEETINGS $ 5,150 $ 5,150 $ 7,920 $ 10,500 $ 5,350 104% 226 MEMBERSHIP DUES $ 820 $ 820 $ 820 $ 820 $ 0% 227 DELIVERY SERVICES $ 500 $ 500 $ 500 $ 500 $ 0% 229 CAREER DEVELOPMENT $ 3,000 $ 3,000 $ 2,500 $ 5,000 $ 2,000 67% 310 OFFICE SUPPLIES $ 2,500 $ 2,500 $ 2,500 $ 2,500 $ - 0% 340 CELLULAR PHONES $ 780 $ 780 $ 1,440 $ 1,440 $ 660 85% 355 SUBSCRIPTIONS $ 1,100 $ 1,100 $ 1,200 $ 1,300 $ 200 18% 360 BOOKS & PUBLICATIONS $ 700 $ 700 $ 700 $ 700 $ - 0% 365 OFFICE PRINTING COSTS $ 300 $ 300 $ 300 $ 300 $ - 0% 400 EQUIPMENT COSTS $ - $ - $ - $ 1,500 $ 1,500 100% Total $ 256,578 $ 256,578 $ 260,749 $ 274,425 $ 17,847 7% DETAIL 100 PERSONNEL SERVICES $ 240,528 $ 240,528 $ 241,669 $ 248,615 Salaries Finance Director $ 94,775 $ 94,775 $ 98,093 $ 98,093 Finance Specialist $ 70,560 $ 70,560 $ 73,030 $ 73,030 Benefits Health $ 21,168 $ 21,168 $ 21,168 $ 21,600 Dental $ 864 $ 864 $ 864 $ 960 Vision $ 115 $ 115 $ 115 $ 120 Life & Long Term Disability $ 998 $ 998 $ 998 $ 1,044 Retirement Benefits (457 & 401(a) Plans) $ 33,067 $ 33,067 $ 34,225 $ 34,225 FICA Taxes $ 12,648 $ 12,648 $ 13,176 $ 13,176 3% Merit Pool + Incremental Taxes + Retirement $ 6,333 $ 6,333 $ - $ 6,367 CONTRACTUAL EXPENSES - Florida Dept. of 200 Economic Opportunity $ 200 $ 200 $ 200 $ 250 201 BANK FEES $ 1,000 $ 1,000 $ 1,000 $ 1,000 IP 225 CONFERENCES, MEETINGS, WORKSHOPS $ 5,150 $ 5,150 $ 7,920 $ 10,500 Regional - Local Meetings & Seminars $ 500 $ 500 $ 1,000 $ 1,000 Mileage $ 900 $ 900 $ 720 $ 900 Financial Systems Conference (INCODE) $ 3,000 $ 3,000 $ 3,500 $ 4,000 Florida Redevelopment Association (FRA) $ - $ - $ 1,700 $ 3,600 Budget Meeting $ 750 $ 750 $ 1,000 $ 1,000 226 MEMBERSHIP DUES $ 820 $ 820 $ 820 $ 820 FL Government Finance Officers Assoc. (FGFOA) $ 300 $ 300 $ 300 $ 300 Government Finance Officers Assoc. (GFOA) $ 320 $ 320 $ 320 $ 320 Society for Human Resource Management $ 200 $ 200 $ 200 $ 200 227 DELIVERY SERVICES $ 500 $ 500 $ 500 $ 500 229 CAREER DEVELOPMENT $ 3,000 $ 3,000 $ 2,500 $ 5,000 Finance Certification Programs /Continuing Ed. $ 3,000 $ 3,000 $ 2,500 $ 5,000 310 OFFICE SUPPLIES $ 2,500 $ 2,500 $ 2,500 $ 2,500 340 CELLULAR PHONES $ 780 $ 780 $ 1,440 $ 1,440 355 SUBSCRIPTIONS - Financial Reporting Agencies $ 1,100 $ 1,100 $ 1,200 $ 1,300 360 BOOKS & PUBLICATIONS $ 700 $ 700 $ 700 $ 700 365 OFFICE PRINTING COSTS -Check Stock/1099s $ 300 $ 300 $ 300 $ 300 400 EQUIPMENT COSTS $ - $ - $ - $ 1,500 Notes: • Increases due to possible merit increases, incremental taxes and benefit cost increases, FRA conference, GFOA conference, and equipment costs IT related. 14 General Fund Y 1 PLANNING DEPARTMENT - 01 -51440 FY 2014 -2015 FY 2015 -2016 Original Amended Year End Proposed Change Incr /(Decr) • I SUMMARY Budget Budget Estimate Budget Amount 100 PERSONNEL SERVICES $ 136,538 $ 136,538 $ 137,193 $ 141,050 $ 4,512 3% 225 CONFERENCES, MEETINGS $ 2,820 $ 2,820 $ 4,320 $ 4,820 $ 2,000 71% 226 MEMBERSHIP DUES $ 1,800 $ 1,800 $ 1,900 $ 2,100 $ 300 17% 227 DELIVERY SERVICES $ 300 $ 300 $ 300 $ 300 $ - 0% 229 CAREER DEVELOPMENT $ 4,200 $ 4,200 $ 4,200 $ 4,300 $ 100 2% 310 OFFICE SUPPLIES $ 1,500 $ 1,500 $ 1,500 $ 1,500 $ - 0% 340 CELLULAR PHONES $ 900 $ 900 $ 900 $ 900 $ - 0% 355 SUBSCRIPTIONS $ - $ - $ 1,560 $ 1,700 $ 1,700 100% 360 BOOKS & PUBLICATIONS $ 300 $ 300 $ 300 $ 300 $ - 0% 365 OFFICE PRINTING COSTS $ 3,500 $ 3,500 $ 3,500 $ 3,500 $ - 0% Total $ 151,858 $ 151,858 $ 155,673 $ 160,470 $ 8,612 6% DETAIL I 100 PERSONNEL SERVICES $ 136,538 $ 136,538 $ 137,193 $ 141,050 Salaries Assistant Director $ 95,000 $ 95,000 $ 98,325 $ 98,325 Benefits Health $ 10,583 $ 10,583 $ 10,583 $ 10,800 Dental $ 432 $ 432 $ 432 $ 480 Vision $ 58 $ 58 $ 58 $ 60 Life & Long Term Disability $ 559 $ 559 $ 559 $ 582 Retirement Benefits (457 & 401(a) Plans) $ 19,000 $ 19,000 $ 19,665 $ 19,665 FICA Taxes $ 7,268 $ 7,268 $ 7,571 $ 7,571 3% Merit Pool + Incremental Taxes + Retirement $ 3,638 $ 3,638 $ - $ 3,567 225 CONFERENCES, MEETINGS, WORKSHOPS $ 2,820 $ 2,820 $ 4,320 $ 4,820 Regional - Local Meetings & Seminars $ 1,500 $ 1,500 $ 2,000 $ 2,000 Mileage $ 1,320 $ 1,320 $ 1,320 $ 1,320 Economic Development Conferences $ - $ - $ 1,000 $ 1,500 fa 226 MEMBERSHIP DUES $ 1,800 $ 1,800 $ 1,900 $ 2,100 Multiple Listing Service & Realtors Assoc. $ 1,000 $ 1,000 $ 1,000 $ 1,100 Realtors Association of Palm Beaches $ 800 $ 800 $ 900 $ 1,000 227 DELIVERY SERVICES $ 300 $ 300 $ 300 $ 300 229 CAREER DEVELOPMENT $ 4,200 $ 4,200 $ 4,200 $ 4,300 Redevelopment Continuing Education $ 2,500 $ 2,500 $ 2,500 $ 2,500 Florida Redevelopment Association (FRA) $ 1,700 $ 1,700 $ 1,700 $ 1,800 310 OFFICE SUPPLIES $ 1,500 $ 1,500 $ 1,500 $ 1,500 340 CELLULAR PHONES $ 900 $ 900 $ 900 $ 900 355 SUBSCRIPTIONS - LoopNet $ - $ - $ 1,560 $ 1,700 360 BOOKS & PUBLICATIONS $ 300 $ 300 $ 300 $ 300 365 OFFICE PRINTING COSTS $ 3,500 $ 3,500 $ 3,500 $ 3,500 Notes: Increase due to possible merit increase, incremental taxes and benefit cost increases, conference and LoopNet subscription. III 15 MARKETING & BUSINESS DEVELOPMENT - 01 -57400 FY 2014 -2015 FY 2015 -2016 Original Amended Year End Proposed Change Incr /(Decr) r SUMMARY Budget Budget Estimate Budget Amount 100 PERSONNEL SERVICES $ 92,147 $ 92,147 $ 92,851 $ 86,457 $ (5,690) -6% 216 ADVERTISING $ 6,000 $ 6,000 $ 6,000 $ 6,000 $ - 0% III 218 MARKETING /BUSINESS DEVL. COLLATERAL $ 5,000 $ 5,000 $ 5,000 $ 5,000 $ - 0% 225 CONFERENCES, MEETINGS $ 4,020 $ 4,020 $ 6,520 $ 6,275 $ 2,255 56% 226 MEMBERSHIP DUES $ 3,325 $ 3,325 $ 2,925 $ 5,100 $ 1,775 53% 227 POSTAGE $ 5,000 $ 5,000 $ 4,000 $ 4,000 $ (1,000) -20% 229 CAREER DEVELOPMENT $ 1,500 $ 1,500 $ 1,500 $ 1,800 $ 300 20% 236 PHOTOGRAPHY & VIDEOS $ 15,000 $ 15,000 $ 15,000 $ 15,000 $ - 0% 310 OFFICE SUPPLIES $ 1,500 $ 1,500 $ 1,500 $ 1,500 $ - 0% 340 CELLULAR PHONES $ 960 $ 960 $ 960 $ 720 $ (240) -25% 355 SUBSCRIPTIONS $ 1,000 $ 1,000 $ 1,000 $ 1,000 $ - 0% 360 BOOKS & PUBLICATIONS $ - $ - $ - $ 300 $ 300 100% 365 MARKETING PRINTING COSTS $ 6,000 $ 6,000 $ 6,000 $ 6,000 $ - 0% Total $ 141,452 $ 141,452 $ 143,256 $ 139,152 $ (2,300) -2% DETAIL 100 PERSONNEL SERVICES $ 92,147 $ 92,147 $ 92,851 $ 86,457 Salaries Marketing & Business Development Specialist $ 55,000 $ 55,000 $ 56,705 $ 56,705 Marketing /Events /Eco. Devl. Asst. (shared 1/3 between Executive Office, Marketing, Special $ 8,395 $ 8,395 $ 9,000 $ - Events)(including taxes) Benefits Health $ 10,584 $ 10,584 $ 10,584 $ 10,800 Dental $ 432 $ 432 $ 432 $ 480 Vision $ 58 $ 58 $ 58 $ 60 Life & Long Term Disability $ 364 $ 364 $ 364 $ 387 Retirement Benefits (457 & 401(a) Plans) $ 11,000 $ 11,000 $ 11,341 $ 11,341 FICA Taxes $ 4,208 $ 4,208 $ 4,367 $ 4,366 3% Merit Pool + Incremental Taxes + Retirement $ 2,106 $ 2,106 $ - $ 2,318 216 ADVERTISING $ 6,000 $ 6,000 $ 6,000 $ 6,000 218 MARKETING & BUSINESS DEVL. COLLATERAL $ 5,000 $ 5,000 $ 5,000 $ 5,000 225 CONFERENCES, MEETINGS, WORKSHOPS $ 4,020 $ 4,020 $ 6,520 $ 6,275 III Regional - Local Meetings & Seminars $ 1,000 $ 1,000 $ 1,000 $ 1,000 Mileage $ 1,320 $ 1,320 $ 1,320 $ 975 State Marketing - related Conferences $ $ $ 1,000 $ 1,000 Visit Florida Governor's Conference (with City) $ - $ - $ 1,500 $ 1,500 Florida Redevelopment Association (FRA) $ 1,700 $ 1,700 $ 1,700 $ 1,800 226 MEMBERSHIP DUES $ 3,325 $ 3,325 $ 2,925 $ 5,100 Visit Florida $ 425 $ 425 $ 425 $ 475 Palm Beach County Convention & Visitors $ 1,700 $ 1,700 $ 2,500 $ 2,500 Bureau (represents 50% of cost to be shared with City) International Downtown Association (IDA) $ 1,200 $ 1,200 $ - $ 1,725 Gold Coast Public Relations Council $ - $ - $ - $ 50 International Festivals & Events Association $ - $ - $ - $ 350 227 POSTAGE $ 5,000 $ 5,000 $ 4,000 $ 4,000 229 CAREER DEVELOPMENT $ 1,500 $ 1,500 $ 1,500 $ 1,800 Florida Festivals & Events Training $ 1,500 $ 1,500 $ 1,500 $ 1,800 236 PHOTOGRAPHY, VIDEOS, PROMOTIONAL $ 15,000 $ 15,000 $ 15,000 $ 15,000 310 OFFICE SUPPLIES $ 1,500 $ 1,500 $ 1,500 $ 1,500 340 CELLULAR PHONES $ 960 $ 960 $ 960 $ 720 355 SUBSCRIPTIONS $ 1,000 $ 1,000 $ 1,000 $ 1,000 Palm Beach Post $ 300 $ 300 $ 300 $ 300 Sun - Sentinel $ 350 $ 350 $ 350 $ 350 Wall Street Journal $ 350 $ 350 $ 350 $ 350 360 BOOKS & PUBLICATIONS $ - $ - $ - $ 300 365 MARKETING PRINTING COSTS $ 6,000 $ 6,000 $ 6,000 $ 6,000 Notes: III Decrease due to 100% of Marketing /Events /Economic Development Assistant moved to Executive Department. Increases in conference and travel related to marketing education and research for CRA signature programs /events. 16 General Fund SPECIAL EVENTS - 01 -57500 FY 2014 -2015 FY 2015 -2016 Original Amended Year End Proposed Change Incr /(Decr) ' 0 1 SUMMARY Budget Budget Estimate Budget Amount 100 PERSONNEL SERVICES $ 92,223 $ 92,223 $ 83,514 $ 71,111 $ (21,112) -23% 225 CONFERENCES, MEETINGS $ 4,260 $ 4,260 $ 5,760 $ 5,300 $ 1,040 24% 226 MEMBERSHIP DUES $ 350 $ 350 $ 450 $ 500 $ 150 43% 229 CAREER DEVELOPMENT $ 1,750 $ 1,750 $ 1,800 $ 1,800 $ 50 3% 310 OFFICE SUPPLIES $ 1,500 $ 1,500 $ 1,500 $ 1,500 $ - 0% 340 CELLULAR PHONES $ 960 $ 960 $ 720 $ 720 $ (240) -25% 355 SUBSCRIPTIONS $ 250 $ 250 $ 250 $ 250 $ - 0% 360 BOOKS & PUBLICATIONS $ - $ - $ - $ 300 $ 300 100% 365 OFFICE PRINTING COSTS $ 20,000 $ 20,000 $ 20,000 $ 20,000 $ - 0% Total $ 121,293 $ 121,293 $ 113,994 $ 101,481 $ (19,812) -16% DETAIL 1 100 PERSONNEL SERVICES $ 92,223 $ 92,223 $ 83,514 $ 71,111 Salaries Special Events Coordinator $ 55,000 $ 55,000 $ 50,000 $ 45,000 Marketing /Events /Eco. Devi. Asst. (shared 1/3 between Executive Office, Marketing, Special $ 8,395 $ 8,395 $ 9,000 $ - Events)(including taxes) Benefits Health $ 10,584 $ 10,584 $ 10,584 $ 10,800 Dental $ 432 $ 432 $ 432 $ 480 Vision $ 58 $ 58 $ 58 $ 60 Life & Long Term Disability $ 440 $ 440 $ 440 $ 339 Retirement Benefits (457 & 401(a) Plans) $ 13,106 $ 13,106 $ 9,000 $ 9,000 FICA Taxes $ 4,208 $ 4,208 $ 4,000 $ 3,465 3% Merit Pool + Incremental Taxes + Retirement $ - $ - $ - $ 1,967 225 CONFERENCES, MEETINGS, WORKSHOPS $ 4,260 $ 4,260 $ 5,760 $ 5,300 Regional - Local Meetings & Seminars $ 1,000 $ 1,000 $ 1,500 $ 1,500 III Mileage $ 1,560 $ 1,560 $ 1,560 $ 1,000 State Event - related Travel $ $ $ 1,000 $ 1,000 Florida Redevelopment Association (FRA) $ 1,700 $ 1,700 $ 1,700 $ 1,800 226 MEMBERSHIP DUES $ 350 $ 350 $ 450 $ 500 Florida Festival & Events $ 350 $ 350 $ 450 $ 500 229 CAREER DEVELOPMENT $ 1,750 $ 1,750 $ 1,800 $ 1,800 Florida Festivals & Events Training $ 1,750 $ 1,750 $ 1,800 $ 1,800 310 OFFICE SUPPLIES $ 1,500 $ 1,500 $ 1,500 $ 1,500 340 CELLULAR PHONES $ 960 $ 960 $ 720 $ 720 355 SUBSCRIPTIONS $ 250 $ 250 $ 250 $ 250 360 BOOKS & PUBLICATIONS $ - $ - $ - $ 300 365 EQUIPMENT & EVENT SUPPORT $ 20,000 $ 20,000 $ 20,000 $ 20,000 Notes: Decrease due to 100% of Marketing /Events /Economic Development Assistant moved to Executive Department. Increases in conference and travel related to event education and research for CRA signature events. 17 General Fund INSURANCES - 01 -51410 FY 2014 -2015 FY 2015 -2016 Original Amended Year End Proposed Change Incr /(Decr) • 213 SUMMARY Budget Budget Estimate Budget Amount PROPERTY & LIABILITY COVERAGE $ 109,500 $ 109,500 $ 110,500 $ 128,475 $ 18,975 17% OTHER INSURANCES $ 22,000 $ 22,000 $ 29,500 $ 49,500 $ 27,500 125% Total $ 131,500 $ 131,500 $ 140,000 $ 177,975 $ 46,475 35% DETAIL 213 PROPERTY & LIABILITY COVERAGE $ 109,500 $ 109,500 $ 110,500 $ 128,475 Property, General Liabiity, Crime, Inland Marina, Public Official & $ 80,000 $ 80,000 $ 80,000 $ 90,000 Management Liability, Auto, Excess Liability Storage Tank Pollution Policy (2 yrs.) $ - $ - $ - $ 6,000 Citizens Windstorm Policy $ 12,000 $ 12,000 $ 13,000 $ 14,000 Construction Policies $ 10,000 $ 10,000 $ 10,000 $ 10,000 Policy Contingencies $ 7,500 $ 7,500 $ 7,500 $ 8,475 OTHER INSURANCES $ 22,000 $ 22,000 $ 29,500 $ 49,500 59000 -153 Retirement Plan Fees $ 1,000 $ 1,000 $ 1,000 $ 1,000 59000 -154 Workers Comp Insurance $ 3,500 $ 3,500 $ 3,500 $ 3,500 59000 -159 Reemployment Payments $ 2,500 $ 2,500 $ 10,000 $ 10,000 59000 -161 Leave Payouts $ 15,000 $ 15,000 $ 15,000 $ 35,000 Notes: Increases due to carrier estimates, addition of new Marina building, parking 111 structures, windstorm coverage increases, Florida reemployment payments and leave payouts. 11111 18 General Fund • PROFESSIONAL SERVICES - 01 -51420 FY 2014 -2015 FY 2015 -2016 Original Amended Year End Proposed Change Incr /(Decr) 1 SUMMARY Budget Budget Estimate Budget Amount 200 CONTRACTURAL SERVICES $ 147,000 $ 147,000 $ 117,000 $ 147,000 $ 0% 201 LEGAL SERVICES $ 100,000 $ 100,000 $ 100,000 $ 100,000 $ 0% 204 OTHER PROFESSIONAL FEES $ 15,000 $ 15,000 $ 15,000 $ 15,000 $ - 0% Total $ 262,000 $ 262,000 $ 232,000 $ 262,000 $ - 0% DETAIL 200 CONTRACTUAL SERVICES $ 147,000 $ 147,000 $ 117,000 $ 147,000 Audit Services $ 18,500 $ 18,500 $ 18,500 $ 18,500 Marina Audit & Tax Compliance $ 15,000 $ 15,000 $ 10,000 $ 15,000 Bond Indenture Compliance & Bond Continuing $ 20,000 $ 20,000 $ 5,000 $ 20,000 P 9 Disclosure Dissemination Services Financial Services $ 30,000 $ 30,000 $ 30,000 $ 30,000 Website Hosting & Related Services $ 15,000 $ 15,000 $ 15,000 $ 15,000 Website Design & Maintenance $ 15,000 $ 15,000 $ 15,000 $ 15,000 Personnel Services $ 20,000 $ 20,000 $ 20,000 $ 30,000 Economic Development Financial Assessment $ 3,500 $ 3,500 $ 3,500 $ 3,500 Record Retention /Document Management $ 10,000 $ 10,000 $ - $ - 201 LEGAL SERVICES $ 100,000 $ 100,000 $ 100,000 $ 100,000 204 OTHER PROFESSIONAL FEES $ 15,000 $ 15,000 $ 15,000 $ 15,000 Fire Inspections $ 500 $ 500 $ 500 $ 500 City HR /Payroll /Benefits ILA $ 14,500 $ 14,500 $ 14,500 $ 14,500 • Notes: No changes in this budget for FY15 -16 • 19 General Fund BUILDINGS & GROUNDS - 01 -51620 FY 2014 -2015 FY 2015 -2016 • Original Amended Year End Proposed Change Incr /(Decr) SUMMARY Budget Budget Estimate Budget Amount % 200 CONTRACTURAL SERVICES $ 3,500 $ 3,500 $ 3,500 $ 3,500 $ - 0% 201 PROPERTY TAXES & ASSOC. DUES $ 85,000 $ 85,000 $ 75,000 $ 75,000 $ (10,000) -12% 205 OFFICE RENTAL $ 89,000 $ 89,000 $ 89,000 $ 91,000 $ 2,000 2% 208 EQUIPMENT LEASES $ 20,200 $ 20,200 $ 17,500 $ 19,500 $ (700) -3% 209 PROPERTY MAINTENANCE COSTS $ 225,000 $ 225,000 $ 225,000 $ 235,000 $ 10,000 4% 224 SIGNAGE $ 20,000 $ 20,000 $ 20,000 $ 20,000 $ - 0% 325 ELECTRIC COSTS $ 15,000 $ 15,000 $ 15,000 $ 15,000 $ - 0% 326 WATER COSTS $ 15,000 $ 15,000 $ 15,000 $ 15,000 $ - 0% Total $ 472,700 $ 472,700 $ 460,000 $ 474,000 $ 1,300 0% DETAIL CONTRACTUAL SERVICES - 200 Alarms /Pest Control $ 3,500 $ 3,500 $ 3,500 $ 3,500 PROPERTY TAXES & ASSOCIATION 201 DUES $ 85,000 $ 85,000 $ 75,000 $ 75,000 205 OFFICE RENTAL $ 89,000 $ 89,000 $ 89,000 $ 91,000 710 N. Federal Highway $ 85,000 $ 85,000 $ 85,000 $ 87,000 Storage Facilities $ 4,000 $ 4,000 $ 4,000 $ 4,000 208 EQUIPMENT LEASES $ 20,200 $ 20,200 $ 17,500 $ 19,500 Copiers $ 10,000 $ 10,000 $ 9,500 $ 9,500 Vehicle Lease /Maintenance /Fuel $ 10,200 $ 10,200 $ 8,000 $ 10,000 209 PROPERTY MAINTENANCE COSTS $ 225,000 $ 225,000 $ 225,000 $ 235,000 General Repairs $ 25,000 $ 25,000 $ 25,000 $ 25,000 Janitorial Services $ 15,000 $ 15,000 $ 15,000 $ 15,000 Property Maintenance $ 160,000 $ 160,000 $ 160,000 $ 170,000 Hurricane /Property Contingency $ 25,000 $ 25,000 $ 25,000 $ 25,000 224 SIGNAGE $ 20,000 $ 20,000 $ 20,000 $ 20,000 325 ELECTRICITY COSTS $ 15,000 $ 15,000 $ 15,000 $ 15,000 326 WATER COSTS $ 15,000 $ 15,000 $ 15,000 $ 15,000 Notes: Increase due to office lease annual escalation, increased maintenance property costs. 20 General Fund MARINA - 01 - 51630 FY 2014 -2015 FY 2015 -2016 Original Amended Year End Proposed Change Incr /(Decr) I SUMMARY Budget Budget Estimate Budget Amount ID 200 CONTRACTURAL SERVICES $ 580 $ 580 $ 580 $ 600 $ 20 3% 209 PROPERTY MAINTENANCE COSTS $ 37,800 $ 37,800 $ 37,800 $ 23,885 $ (13,915) -37% 241 MARINA MANAGEMENT CONTRACT $ 158,000 $ 158,000 $ 158,000 $ 171,435 $ 13,435 9% 242 FUEL STATION OVERHEAD $ 28,360 $ 28,360 $ 28,360 $ 28,360 $ - 0% 310 OFFICE SUPPLIES $ 500 $ 500 $ 500 $ 1,000 $ 500 100% 325 ELECTRIC COSTS $ 14,160 $ 14,160 $ 14,160 $ 9,120 $ (5,040) -36% 326 WATER COSTS $ 3,600 $ 3,600 $ 3,600 $ 3,600 $ - 0% 327 GASOLINE & DIESEL CHARGES $ 745,000 $ 745,000 $ 745,000 $ 850,000 $ 105,000 14% 328 DIESEL SALES TAX $ 12,000 $ 12,000 $ 12,000 $ 12,000 $ - 0% Total $ 1,000,000 $ 1,000,000 $ 1,000,000 $ 1,100,000 $ 100,000 10% DETAIL CONTRACTUAL SERVICES - Sea 200 Spill Contract $ 580 $ 580 $ 580 $ 600 209 PROPERTY MAINTENANCE COSTS $ 37,800 $ 37,800 $ 37,800 $ 23,885 Trash Removal & Janitorial Services $ 9,100 $ 9,100 $ 9,100 $ - Marina Maintenance $ 28,700 $ 28,700 $ 28,700 $ 23,885 241 MARINA MANAGEMENT CONTRACT $ 158,000 $ 158,000 $ 158,000 $ 171,435 OPERATIONS - Merchant 242 Fees /Phone & Data Line $ 28,360 $ 28,360 $ 28,360 $ 28,360 310 OFFICE SUPPLIES $ 500 $ 500 $ 500 $ 1,000 325 ELECTRICITY COSTS $ 14,160 $ 14,160 $ 14,160 $ 9,120 326 WATER COSTS $ 3,600 $ 3,600 $ 3,600 $ 3,600 327 GASOLINE & DIESEL CHARGES $ 745,000 $ 745,000 $ 745,000 $ 850,000 328 DIESEL SALES TAX $ 12,000 $ 12,000 $ 12,000 $ 12,000 Notes: Increases due to management fee increase and fuel sales. 1 21 General Fund INFORMATION TECHNOLOGY - 01 -51650 FY 2014 -2015 FY 2015 -2016 • Original Amended Year End Proposed Change Incr /(Decr) SUMMARY Budget Budget _ Estimate Budget _ Amount I % 200 CONTRACTURAL SERVICES $ 3,000 $ 3,000 $ 3,000 $ 3,000 $ - 0% 210 CITY IT SUPPORT $ 25,000 $ 25,000 $ 25,000 $ 26,000 $ 1,000 4% 211 COMPUTER SOFTWARE & LICENSES $ 1,500 $ 1,500 $ 2,500 $ 3,500 $ 2,000 133% 212 FINANCIAL SOFTWARE MAINTENANCE $ 9,000 $ 9,000 $ 9,000 $ 9,500 $ 500 6% 330 TELEPHONE SYSTEM & DATA LINES $ 8,560 $ 8,560 $ 8,560 $ 8,560 $ - 0% 400 EQUIPMENT COSTS $ 7,000 $ 7,000 $ 7,000 $ 9,000 $ 2,000 29% Total $ 54,060 $ 54,060 $ 55,060 $ 59,560 $ 5,500 10% DETAIL 200 CONTRACTUAL SERVICES $ 3,000 $ 3,000 $ 3,000 $ 3,000 Financial Accounting Software Updates $ 1,000 $ 1,000 $ 1,000 $ 1,000 Maintenance of Phone System $ 2,000 $ 2,000 $ 2,000 $ 2,000 210 IT SUPPORT $ 25,000 $ 25,000 $ 25,000 $ 26,000 211 COMPUTER SOFTWARE & LICENSES $ 1,500 $ 1,500 $ 2,500 $ 3,500 212 FINANCIAL SOFTWARE MAINTENANCE $ 9,000 $ 9,000 $ 9,000 $ 9,500 330 TELEPHONE SYSTEM & DATA LINES $ 8,560 $ 8,560 $ 8,560 $ 8,560 400 EQUIPMENT COSTS $ 7,000 $ 7,000 $ 7,000 $ 9,000 • Notes: Increase due to ILA with City for IT support, anticipated software needs for graphic design, replacement of computer and printers. • 22 General Fund V CONTINGENCY - 01 -51990 FY 2014 -2015 FY 2015 -2016 • SUMMARY Original Amended Year End Proposed Change Incr /(Decr) Budget Budget Estimate Budget Amount %a 200 GENERAL FUND CONTINGENCIES $ 25,000 $ 25,000 $ - $ 100,000 $ 75,000 300% Notes: Budgeted at 1% of total General Fund. 1111 23 Boynton Beach CRA • Project Fund - Budget Summary - Funding Sources /Revenues • FY 2014 -2015 2015 -2016 Proposed vs. 2014 -2015 Original Amended Year End Proposed Increase /(Decrease) (FUNDING SOURCES Budget Budget Estimate Budget Amount 1 % 1. Rollover - FY 2012 -2013 - Components: 211 E. Ocean Ave.- Renovation Grant $ 186,795 $ 186,795 $ - $ - $ (186,795) - 100% Marina - Phase 2 $ 57,004 $ 57,004 $ - $ - $ (57,004) -100% Sub -Total Rollover FY 2012 -2013 $ 243,799 $ 243,799 $ - $ - $ (243,799) -100% 2. Rollover - FY 2013 -2014 - Components: OHS demolition reallocated to Town Square Project in FY14 -15 $ 175,000 $ 175,000 $ - $ $ (175,000) -100% Boynton Beach Blvd. Design $ 226,610 $ 226,610 $ - $ - $ (226,610) -100% Property Purchases ($165,000 of total reallocated for other projects in FY14 -15) $ 955,024 $ 955,024 $ - $ (955,024) -100% Wayfinding Sign for Art District $ 25,000 $ 25,000 $ - $ - $ (25,000) -100% Entry Signage - Federal Highway $ 65,850 $ 65,850 $ - $ - $ (65,850) -100% Marina - Phase 2 $ 319,300 $ 319,300 $ - $ - $ (319,300) -100% Parking & Street Enhancement -NE 4th St. $ 46,617 $ 46,617 $ - $ - $ (46,617) -100% Tree Lighting Project - Ocean Avenue $ 56,393 $ 56,393 $ - $ - $ (56,393) -100% Economic Development Grants $ 150,000 $ 150,000 $ - $ - $ (150,000) -100% Sub -Total Rollover FY2013 -2014 $ 2,019,794 $ 2,019,794 $ - $ - $ (2,019,794) -100% 3. Budget Amendment #1 - R15 -02 - Source: Committed Fund Balance 9/30/2014 - Project Closeouts Marina Phase II $ - $ 27,072 $ - $ - $ (27,072) -100% Parking Lot 1st & 1st $ - $ 34,213 $ - $ - $ (34,213) -100% Cornerstone DIFA Payment $ - $ 112,000 $ - $ - $ (112,000) -100% fb Sub -Total Budget Amendment #1 $ - $ 173,285 $ - $ - $ (173,285) -100% 4. Rollover - FY 2014 -2015 - Components: CRA Plan Updates $ - $ - $ - $ 116,800 $ 116,800 100% Boynton Beach Boulevard Design $ - $ - $ - $ 108,410 $ 108,410 100% Acquisition of Key Parcels $ - $ - $ - $ 613,024 $ 613,024 100% Wayfinding Sign for Art Project - Reallocated to Marina Open Space Construction in FY15- 16 $ - $ - $ - $ 25,000 $ 25,000 100% Marina Phase 2 - Reallocated to Marina Open Space Construction in FY15 -16 $ - $ - $ - $ 30,000 $ 30,000 100% Marina - Open Space Construction $ - $ - $ - $ 641,770 $ 641,770 100% 211 E. Ocean Renovation Grant $ - $ - $ - $ 200,000 $ 200,000 100% Dewey Park Enhancement - Reallocated to Marina Open Space Construction in FY15 -16 $ - $ - $ - $ 20,985 $ 20,985 100% Parking Lot - NE 4th $ - $ - $ - $ 171,713 $ 171,713 100% Town Square Project $ - $ - $ - $ 134,083 $ 134,083 100% N. Federal - FEC Corridor Landscape - Reallocated to Marina Open Space Construction in FY15 -16 $ - $ - $ - $ 93,775 $ 93,775 100% Economic Development Grants $ - $ - $ - $ 400,000 $ 400,000 100% Walmart Brownfield - Reallocated to Marina Open Space Construction in FY15 -16 $ - $ - $ - $ 22,500 $ 22,500 100% Sub -Total Rollover FY 2014 -2015 $ - $ - $ - $ 2,578,060 $ 2,578,060 100% Sub -Total Rollovers - All Years $ 2,263,593 $ 2,436,878 $ - $ 2,578,060 $ 141,182 6% Transfers in from General Fund Other Financing Sources/Transfers In $ 3,854,480 $ 3,854,480 $ 3,854,480 $ 5,034,122 $ 1,179,642 31% III Total Funding Sources/Revenues & Transfers In $ 6,118,073 $ 6,291,358 $ 3,854,480 $ 7,612,182 $ 1,320,824 21% 24 Boynton Beach CRA Project Fund - Budget Summary - Expenses FY 2014 -2015 2015 -2016 Proposed vs. 2014 -2015 Original Amended Year End Proposed Increase /(Decrease) EXPENSES _ Budget Budget Estimate Budget Amount Professional & Other Expenses Contingency $ 75,000 $ 75,000 $ 75,000 $ 100,000 $ 25,000 33% Professional Services $ 511,610 $ 511,610 $ 286,400 $ 767,210 $ 255,600 50% Legal Services $ 150,000 $ 150,000 $ 125,000 $ 150,000 $ - 0% Sub -Total $ 736,610 $ 736,610 $ 486,400 $ 1,017,210 $ 280,600 38% Capital Outlay Property Purchases $ 790,024 $ 790,024 $ 177,000 $ 998,024 $ 208,000 26% Improvements $ 215,850 $ 340,850 $ 322,776 $ - $ (340,850) - 100% Construction in Progress $ 1,512,921 $ 1,327,921 $ 263,453 $ 2,025,865 $ 697,944 53% Site Work & Demolition Fees $ 100,000 $ 100,000 $ 100,000 $ 100,000 $ - 0% Infrastructure & Streetscape $ 889,168 $ 715,503 $ 487,645 $ 704,083 $ (11,420) -2% Sub -Total $ 3,507,963 $ 3,274,298 $ 1,350,874 $ 3,827,972 $ 553,674 17% Site Work & Demolition Economic Development Grant Programs $ 150,000 $ 656,950 $ 256,950 $ 700,000 $ 43,050 7% Marketing Program $ 120,000 $ 120,000 $ 120,000 $ 142,000 $ 22,000 18% DIFA - Economic Development $ 1,182,500 $ 1,082,500 $ 1,060,000 $ 1,340,000 $ 257,500 24% Sub -Total $ 1,452,500 $ 1,859,450 $ 1,436,950 $ 2,182,000 $ 322,550 17% Projects & Programs • Community Support Projects $ 100,000 $ 100,000 $ 100,000 $ 175,000 $ 75,000 75% Special Events $ 321,000 $ 321,000 $ 380,000 $ 410,000 $ 89,000 28% Sub -Total $ 421,000 $ 421,000 $ 480,000 $ 585,000 $ 164,000 39% Total Project Fund Expenses $ 6,118,073 $ 6,291,358 $ 3,754,224 $ 7,612,182 $ 1,320,824 21% • 25 Project Fund Y PROFESSIONAL & OTHER • EXPENSES - 02 -58100 FY 2014 -2015 FY 2015 -2016 Original Amended Year End Proposed Change Incr /(Decr) I SUMMARY Budget Budget Estimate _ Budget Amount 202 CONTINGENCY $ 75,000 $ 75,000 $ 75,000 $ 100,000 $ 25,000 33% 203 PROFESSIONAL SERVICES $ 511,610 $ 511,610 $ 286,400 $ 767,210 $ 255,600 50% 213 LEGAL SERVICES $ 150,000 $ 150,000 $ 125,000 $ 150,000 $ - 0% Total $ 736,610 $ 736,610 $ 486,400 $ 1,017,210 $ 280,600 38% Funding Source 1 DETAIL 1 Rollover FY15 -16 202 CONTINGENCY $ 75,000 $ 75,000 $ 75,000 $ 100,000 $ - $ 100,000 203 PROFESSIONAL SERVICES $ 511,610 $ 511,610 $ 286,400 $ 767,210 Surveys & Appraisals $ 50,000 $ 50,000 $ 50,000 $ 100,000 $ - $ 100,000 Architectural Design Assistance $ 75,000 $ 75,000 $ 75,000 $ 150,000 $ - $ 150,000 Plan Updates - Federal Highway Corridor & Downtown Master Plan $ 160,000 $ 160,000 $ 43,200 $ 116,800 $ 116,800 $ - Cottage District $ - $ - $ - $ 100,000 $ - $ 100,000 Boynton Beach Blvd. - Design $ 226,610 $ 226,610 $ 118,200 $ 300,410 $ 108,410 $ 192,000 213 LEGAL SERVICES $ 150,000 $ 150,000 $ 125,000 $ 150,000 $ - $ 150,000 $ 225,210 $ 792,000 Notes: Increase due primarily to addition of Cottage District Design /Engineering and increase in Surveys /Appraisals and design services for new projects and addition of funds to Boynton Beach Boulevard design project. • 4111 26 Project Fund V CAPITAL OUTLAY - 02 -58200 FY 2014 -2015 FY 2015 -2016 Original Amended Year End Proposed Change Incr /(Decr) • I SUMMARY Budget Budget Estimate Budget Amount I % $ 401 PROPERTY PURCHASES 790,024 $ 790,024 $ 177,000 $ 998,024 $ 208,000 26% 402 IMPROVEMENTS $ 215,850 $ 340,850 $ 322,776 $ - $ (340,850) -100% 404 CONSTRUCTION IN PROGRESS $ 1,512,921 $ 1,327,921 $ 263,453 $ 2,025,865 $ 697,944 53% 405 SITE WORK & DEMOLITION FEES $ 100,000 $ 100,000 $ 100,000 $ 100,000 $ - 0% 406 INFRASTRUCTURE & STREETSCAPE $ 889,168 $ 715,503 $ 487,645 $ 704,083 $ (11,420) -2% Total $ 3,507,963 $ 3,274,298 $ 1,350,874 $ 3,827,972 $ 553,674 16% Funding Source _ DETAIL 1 Rollover FY15 -16 401 PROPERTY PURCHASES $ 790,024 $ 790,024 $ 177,000 $ 998,024 $ 613,024 $ 385,000 402 IMPROVEMENTS $ 215,850 $ 340,850 $ 322,776 $ - Wayfinding Sign for Art District (a) $ 25,000 $ 25,000 $ - $ - $ - $ - Sara Sims Playground Equipment $ 25,000 $ 25,000 $ 31,926 $ - $ - $ - Entry/Welcome Signage at North & South Federal Highway $ 165,850 $ 290,850 $ 290,850 $ - $ - $ - 404 CONSTRUCTION IN PROGRESS $ 1,512,921 $ 1,327,921 $ 263,453 $ 2,025,865 Marina - Phase 2 (Harbormaster Building & Site)(a) $ 376,304 $ 191,304 $ 161,304 $ - $ - $ - Marina - Open Space Construction & Southern Drive Lane Repair and Resurface $ 700,000 $ 700,000 $ 58,230 $ 1,574,152 $ 834,030 $ 740,122 211 E. Ocean Renovation Grant $ 200,000 $ 200,000 $ - $ 200,000 $ 200,000 $ - Parking & Street Enhancement - NE 4th $ 211,617 $ 211,617 $ 39,904 $ 251,713 $ 171,713 $ 80,000 Dewey Park Enhancements(a) $ 25,000 $ 25,000 $ 4,015 $ - $ - $ - ID 405 SITE WORK & DEMOLITION $ 100,000 $ 100,000 $ 100,000 $ 100,000 $ - $ 100,000 406 INFRASTRUCTURE & STREETSCAPE $ 889,168 $ 715,503 $ 487,645 $ 704,083 Town Square Project $ 500,000 $ 166,335 $ 32,252 $ 154,083 $ 134,083 $ 20,000 North Federal Hwy /FEC Corridor Landscape $ 132,775 $ 132,775 $ 39,000 $ - $ - $ - Model Block $ - $ - $ - $ 550,000 $ - $ 550,000 Ocean Avenue Lighting Project $ 256,393 $ 416,393 $ 416,393 $ - $ - $ - $ 1,952,850 $ 1,875,122 Notes: Increases due to property purchases, Marina Open Space and Model Block. (a) Rollover Reallocations from FY 2014 - Amount of Rollover Allocated to: Marina Open Space Project Wayfinding Sign for Art District $ 25,000 Marina Phase II - Harbormaster Building $ 30,000 FEC Corridor Landscape $ 93,775 Dewey Park $ 20,985 Walmart Brownfield $ 22,500 Sub -Total $ 192,260 Marina Open Space Rollover FY14 -15 $ 641,770 Total $ 834,030 , • 27 L Project Fund V ECONOMIC DEVELOPMENT - 02 -58400 FY 2014 -2015 FY 2015 -2016 Original Amended Year End Proposed Change Incr /(Decr) • 1 SUMMARY Budget Budget Estimate Budget Amount $ 444 ECONOMIC DEVELOPMENT GRANTS 150,000 $ 656,950 $ 256,950 $ 700,000 $ 43,050 7% 445 MARKETING INCENTIVE PROGRAM $ 120,000 $ 120,000 $ 120,000 $ 142,000 $ 22,000 18% 443 DIRECT INCENTIVE FUNDING $ 1,182,500 $ 1,082,500 $ 1,060,000 $ 1,340,000 $ 257,500 24% AGREEMENTS (DIFA) Total $ 1,452,500 $ 1,859,450 $ 1,436,950 $ 2,182,000 $ 322,550 22% Funding Source DETAIL 1 Rollover FY15 -16 ECONOMIC DEVELOPMENT PROGRAMS 444 (Commercial Facade, Construction, $ 150,000 $ 656,950 $ 256,950 $ 700,000 $ 400,000 $ 300,000 Interior Build -Out, Rent Reimbursement) 445 MARKETING INCENTIVE PROGRAM $ 120,000 $ 120,000 $ 120,000 $ 142,000 $ - $ 142,000 DIRECT INCENTIVE FUNDING 443 AGREEMENTS (DIFA) $ 1,182,500 $ 1,082,500 $ 1,060,000 $ 1,340,000 Cornerstone - The Preserve (Year 1 of 10) $ 100,000 $ - $ - $ 100,000 $ - $ 100,000 Cornerstone - The Preserve (Year 2 of 10) $ - $ - $ - $ 100,000 $ - $ 100,000 Seabourne Cove - Phase 1 (Year 3 of 10) $ 360,000 $ 360,000 $ 360,000 $ 375,000 $ - $ 375,000 Seabourne Cove - Phase 2 (Year 2 of 10) $ 165,000 $ 165,000 $ 165,000 $ 165,000 $ - $ 165,000 Casa Costa (Year 6 of 10) $ 485,000 $ 485,000 $ 485,000 $ 545,000 $ - $ 545,000 Wal -Mart (Year 4 of 10) $ 50,000 $ 50,000 $ 50,000 $ 55,000 $ - $ 55,000 WaI -Mart Brownfield Payment(a) $ 22,500 $ 22,500 $ - $ - $ - $ - $ 400,000 $ 1,782,000 Notes: Increase due to higher DIFA payments due to rise in property assessments. (a) Rollover Reallocations from FY 14 -15 Amount of Rollover Allocated to: Marina Open Space Project Wayfinding Sign for Art District $ 25,000 Marina Phase II - Harbormaster Building $ 30,000 FEC Corridor Landscape $ 93,775 Dewey Park $ 20,985 Walmart Brownfield $ 22,500 $ 192,260 • 28 Project Fund • PROJECTS & PROGRAMS - 02 -58500 FY 2014 -2015 FY 2015 -2016 Original Amended Year End Proposed Change Incr /(Decr) . I SUMMARY Budget Budget Estimate Budget Amount 1 % 470 COMMUNITY SUPPORT PROJECTS $ 100,000 $ 100,000 $ 100,000 $ 175,000 $ 75,000 75% 480 SPECIAL EVENTS $ 321,000 $ 321,000 $ 380,000 $ 410,000 $ 89,000 28% Total $ 421,000 $ 421,000 $ 480,000 $ 585,000 $ 164,000 39% Funding Source I DETAIL 1 Rollover FY15 -16 470 COMMUNITY SUPPORT PROJECTS $ 100,000 $ 100,000 $ 100,000 $ 175,000 $ - $ - Community, Planning and Economic Development Workshops & Meetings $ 30,000 $ 30,000 $ 30,000 $ 50,000 $ - $ 50,000 Business Incubator Support $ 20,000 $ 20,000 $ 20,000 $ 25,000 $ - $ 25,000 District Clean Program $ - $ - $ - $ 100,000 $ 100,000 Women's Club Historic Match Grant $ 50,000 $ 50,000 $ 50,000 $ - $ - $ - 480 SPECIAL EVENTS $ 321,000 $ 321,000 $ 350,500 $ 410,000 Haunted Pirate Fest & Mermaid Splash $ 125,000 $ 125,000 $ 185,000 $ 174,584 $ - $ 174,584 Holiday Tree Lighting & Concert $ 60,000 $ 60,000 $ 60,000 $ 73,500 $ - $ 73,500 Holiday Parade (City Run - CRA reimburses City) $ 25,000 $ 25,000 $ 22,000 $ 25,000 $ - $ 25,000 Holiday Boat Parade $ 12,000 $ 12,000 $ 12,000 $ 12,000 $ - $ 12,000 MLK Hope Event $ - $ - $ - $ 20,010 $ - $ 20,010 St. Patrick's Day - Blarney Bash $ 15,000 $ 15,000 $ 15,000 $ 24,216 $ - $ 24,216 Kid's Earth Day Event $ 6,500 $ 6,500 $ 6,500 $ 13,340 $ - $ 13,340 Movies in the Park $ 21,000 $ 21,000 $ 21,000 $ 23,850 $ - $ 23,850 Music on the Rocks $ 24,000 $ 24,000 $ 24,000 $ 23,500 $ - $ 23,500 Special Events Grant Program $ 20,000 $ 20,000 $ 5,000 $ 20,000 $ - $ 20,000 • Food Truck Invasion & Music Fest $ 12,500 $ 12,500 $ - $ - $ - $ - $ $ 585,000 Notes: Increase due to addition of District Clean Program and signature events. III 29 Boynton Beach CRA Debt Service Fund - Budget Summary III s FY 2014 -2015 2015 -2016 Proposed vs. 2014 -2015 Original Amended Year End Proposed Increase /(Decrease) Dept. # Funding Source Budget Budget Estimate Budget Amount 1 % 49900 Transfers In from General Fund $ 2,301,853 $ 2,301,853 $ 2,301,853 $ 2,142,518 $ (159,335) -7% Expenses Bank of America Loan 59800 -810 Loan Principal $ 276,211 $ 276,211 $ 276,211 $ 292,214 $ 16,003 6% 59800 -820 Loan Interest $ 28,627 $ 28,627 $ 28,627 $ 12,474 $ (16,153) -56% Sub -Total $ 304,838 $ 304,838 $ 304,838 $ 304,688 $ (150) 0% Series 2012 (formerly Series 2004 & Series 2005A) - PNC Bank 59800 -814 Principal $ 899,000 $ 899,000 $ 899,000 $ 927,000 $ 28,000 3% 59800 -824 Interest $ 407,680 $ 407,680 $ 407,680 $ 384,666 $ (23,014) -6% Sub -Total $ 1,306,680 $ 1,306,680 $ 1,306,680 $ 1,311.666 $ 4,986 0% Series 2005B 59800 -812 Principal $ 350,000 $ - $ - $ - $ - 0% 59800 -822 Interest $ 339,335 $ - $ - $ - $ - 0% Sub -Total $ 689,335 $ - $ - $ - $ - 0% Series 2015 (formerly Series 2005B) - BBBT • 59800 -815 Principal $ $ 350,000 $ 350,000 $ 360,000 $ 10,000 3% 59800 -826 Interest $ - $ 339,335 $ 339,335 $ 165,165 $ (174,170) -51% Sub -Total $ - $ 689,335 $ 689,335 $ 525,165 $ (164,170) -24% 59800 -830 Financial Agent Fees $ 1,000 $ 1,000 $ 1,000 $ 1,000 $ - 0% Total Debt Service Expenses $ 2,301,853 $ 2,301,853 $ 2,301,853 $ 2,142,518 $ (159,335) -7% • 30 I P BOYNTON BEACH CRA • AGGREGATE DEBT SERVICE REQUIREMENTS Series 2012 - Series 2015 • Total Prior YEAR BOA LOAN PNC Bank BB&T TOTAL Debt Service Savings FY 2014 -2015 $ 304,496 $ 1,306,680 $ 689,335 $ 2,300,511 2,300,853 1,124 FY 2015 -2016 $ 304,687 $ 1,311,666 $ 525,165 $ 2,141,517 2,302,988 161,471 FY 2016 -2017 $ - $ 1,625,934 $ 513,285 $ 2,139,219 2,301,797 162,578 FY 2017 -2018 $ - $ 1,628,550 $ 511,405 $ 2,139,955 2,303,225 163,270 FY 2018 -2019 $ - $ 1,626,270 $ 509,195 $ 2,135,465 2,298,628 163,163 FY 2019 -2020 $ - $ 1,628,197 $ 511,655 $ 2,139,852 2,302,107 162,255 FY 2020 -2021 $ - $ 1,623,202 $ 513,620 $ 2,136,822 2,297,252 160,430 FY 2021 -2022 $ - $ 1,629,438 $ 510,090 $ 2,139,528 2,302,216 162,688 FY 2022 -2023 $ - $ 1,624,600 $ 511,230 $ 2,135,830 2,299,693 163,863 FY 2023 -2024 $ - $ 1,627,942 $ 506,875 $ 2,134,817 2,298,655 163,838 FY 2024 -2025 $ - $ 1,564,235 $ 752,190 $ 2,316,425 2,479,155 162,730 FY 2025 -2026 $ - $ 1,569,168 $ 748,925 $ 2,318,093 2,477,758 159,665 Total $ 609,182 $ 18,765,883 $ 6,802,970 $ 26,178,035 27,964,327 1,787,073 2012 Savings $ 2,622,646 Interest Rates 5.65% 2.56% 3.30% Total Bond Refunding Savings $ 4,409,719 • IIIII 31