Loading...
HAZARDOUS MATERIALS CONTAINMENT (5.0) 0..-. ~@~(Q)[U][f~@ ~OlJ~DOlJ@@[fDjI]~ ~0lJcQ] [p)~~OlJOlJDOlJ~~ ~OlJ~o .,..".~ ~~~ Hazardous Materials Management Environmental Engineering Planning ~ # REC""-"-"- -ry.,D : .:j 'u I ~:-4 :_> ~ _. .1L..t November 5, 1987 NOV q 1987 PLANI'~il u L1L~T. - Mr Carmen Annunziato City Planner City of Boynton Beach 120 N E 2nd Avenue Boynton Beach, Florida 33435 RE Guidelines for the Preparation of Tenant Hazardous Materials Contamination Response Plans for Quantum Park (1025 02) Dear Mr Annunziato On behalf of Quantum Associates, we are herewith transmitting one (1) copy of Version 5 0 of the above referenced Guidelines for Quantum Park This document incorporates the comments previously provided by reviewing agencies If you have any questions, please call me at 305/622-9030 or Steve Deutsch at 305/564-5114 Sincerely, RESOURCE ENGINEERING AND PLANNING, INC ~ ~~ Mary Merle Howard, AICP President MMH/dlh Enclosure cc Mr. Steven W Deutsch, Esq REPllnc. . 3920 ReA Boulevard . Palm Beach Gardens, Florida 33410 . 11'305622.9030 GUIDELINES FOR THE PREPARATION OF TENANT HAZARDOUS MATERIALS CONTAMINATION RESPONSE PLANS QUANTUM PARK Prepared by: Resource Engineering and Planning, Inc. Palm Beach Gardens, Florida Prepared for: QuantUJR Associates Fort Lauderdale, Florida version 5.0 September 21, 1987 versions 1.0-4.0 Prepared by: Law EnvirolDl8ntal Services Marietta, Georqia . SECTION 1.0 SECTION 2.0 SECTION 3 0 SECTION 4.0 SECTION 5 0 SECTION 6 0 SECTION 7.0 SECTION 8.0 TABLE OF CONTENTS INTRODUCTION GUIDELINES FOR THE STORAGE OF CHEMICALS AND HAZARDOUS MATERIALS GUIDELINES FOR STATIONARY TANKS GUIDELINES AND REQUIREMENTS FOR REPORTING ACCIDENTAL RELEASES OF HAZARDOUS MATERIALS EMERGENCY RESPONSE TEAM COORDINATION WITH THE LOCAL HAZARDOUS MATERIAL CONTROL UNIT GUIDELINES FOR EMERGENCY GROUNDWATER MONITORING IN THE EVENT OF AN ACCIDENTAL RELEASE OF HAZARDOUS MATERIALS GUIDELINES FOR THE DESIGN OF SURFACE WATER MANAGEMENT AND SPILL CONTAINMENT STRUCTURES AND FACILITIES GUIDELINES FOR THE DEMONSTRATION OF FINANCIAL RESPONSIBILITY 2 Paqe 1 4 6 7 8 9 11 15 APPBIIDJ:X A - FJ:GORES .. Figure 1 - Master Site Development Plan Figure 2 - Figure 3 - Typical Type II Monitoring Well Construction Design Figure 4 - A Typical Plant Site Surface Water Control and Chemical Spill Containment and Separation system. Figure 5 - A Typical Plant Site Surface Water Control and Chemical Spill containment and Separation System Figure 6 - A Typical Plant Site's Runway and Process Area Using a Sump Collection system Figure 7 - A Typical Plant Site's Runway and Process Area using a oil/Water separator system Figure 8 - Oil/Water Separator Figure 9 - Oil/Water Separator with Petro-pak APPENDIX B - CITY OF BOYNTON BEACH ORDINANCE NO. 84-51 WITH EXHIBITS APPENDIX C - QUANTUM PARK GROUNDWATER MONITORING PLAN GUIDBLIIfBS FOR TBB PREPARATION OP TERAR'J.' HAZARDOUS MATERIALS CON'rAJIIHATJ:OH RESPONSE ,IMS QUAN'l'OK PARK Each owner of property in Quantum Park shall comply with all federal, state, and local statues, ordinances, rules, and regulations. In addition, this document sets forth guidelines for the preparation of tenant hazardous materials contamination response plans which are required by state and local agencies. I. J:H'l'RODUCTIOH Quantum Park is a 539.9-acre development between Fort Lauderdale and West Palm Beach, Florida. The park is situated north and south of N.W. 22nd Avenue in Boynton Beach, Florida, adjacent to Interstate 95 (see Figure 1). The park is bounded on the east by 1-95 and the CSX Railroad, on the south by Canal C-16, on the west by Canal E-4, and on the north by undeveloped property. It is anticipated that the primary uses of the development will be 30.4 acres commercial, 133.1 acres office, and 197.6 acres light industrial. The remainder will include a sand pine preserve, city park, and road rights-of-way. For the purpose of this document, administrator of the "Guidelines for the preparation of the Tenant Hazardous Materials contamination Response Plan" shall be the Quantum Park Property Owner's Association, Inc., a not-for-profit corporation. A tenant shall be defined as an owner or leasee within Quantum Park. An owner shall be defined as the record owner or owners of the fee simple title of a platted lot within Quantum Park. A leasee shall be defined as any person or persons who lease a portion of a platted lot or any improvement thereon. 1 Prior to occupancy, each owner or leasee that uses, handles, stores, displays, or generates hazardous waste defined'in 40 CFR Park 261 (7-1-85), or hazardous materials or regulated chemicals, shall meet the requirements of condition 16 of ordinance 84-51 of the "Ordinance of the City of Boynton Beach, Florida, approving a comprehensive development of regional impact (DRI) for a proposed industrial office park comprising of approximately 539 acres located in the city of Boynton Beach, Florida, pursuant to chapter 380, Florida statues 1984, SUbject to special conditions, designating the city manager of Boynton Beach as the local official responsible for assuring compliance with the development order", (Appendix B). The regulated substances described in 40 CFR Part 261 shall also include all waste materials which exceed the limits for ignitability, corrosivity, reactivity, or EP toxicity as outlined in 40 CFR Park 261.20, 21, 22, 23 and 24. In addition, the following materials and uses shall be prohibited: 1. Dioxin and dioxin-containing materials. 2. Materials or substances containing PCB's. 3. Semi-conductor manufacturing facilities. 4. wafer/chip manufacturing facilities. 5. Underground storage tanks for hazardous waste or hazardous materials (Except those facilities which receive, store or use petroleum products or those products exempted in 17-61.04 of the Florida Admionistrative Code). 6 Surface impoundments. 7 Landfilling or burial of waste materials. This document provides guidance for the preparation of Tenant Hazardous Materials Response Plans as required by city ordinance 84-51. The application for a hazardous waste facility permit must be completed by all persons who own or operate, or who 2 intend to construct or close, a hazardous treatment, storage, or disposal facility as identified in section 17-30,. Florida Administrative Code (FAC), unless exempted in accordance with section 17-30.27, FAC. No regulated material shall be used, stored, handled, or manufactured for any purpose within 60 days of the date that the Tenant Hazardous Materials Response Plan and the necessary permits have been filed with and approved by the appropriate regulatory agencies. This document does not relieve the owners and leasees of the normal reporting, manifesting, and regulatory procedures required by federal, state, or local agencies in the handling, storage, inventory, and reporting procedures for hazardous wastes. Application for a hazardous waste facility permit, per form 17- 1. 2 07 (3), must be completed in accordance with the requirements of section 17-30 of the FAC. The owner or leasee shall also prepare a Safety Plan and a contingency Plan as outlined in 40 CFR Parts 264.51 and 264.56. These plans should identify local hospitals, poison centers, and other emergency facilities. This document provides an overview to assist owners and leasees in identifying potential problem areas that might be encountered in early planning stages and provides the methodology for reporting of hazardous material leaks or spills, assessment programs, and demonstration of financial responsibility. This document does not attempt to address all the details outlined in the Federal Register for hazardous waste storage, treatment, and disposal facilities. This document provides guidance for the following items which, as required by Ordinance 84-51, should be incorporated into each Tenant Hazardous Materials contamination Response Plan . Guidelines for the storage of chemicals and hazardous materials 3 Guidelines for stationary tanks. Guidelines and requirements for reporting of accidental releases of hazardous materials. Emergency response team coordination with the local hazardous material control unit. specifications, guidelines, and requirements for emergency groundwater monitoring in the event of an accidental release of hazardous waste. Guidelines for the design of surface water management and spill containment structures and facilities. Guidelines for the demonstration of financial responsibility. 2.0 GUIDELINES POR THE STORAGE OF CHEMICALS AND HAZARDOUS MATERIALS The guidelines for the storage of chemicals or hazardous materials identified in this section are in addition to the requirements specified in the Florida Administrative Code, the Code of Federal Regulations, and appropriate National Fire Association Standards. It is the responsibility of the owner or leasee to design and construct chemical storage facilities which meet or exceed the requirements specified by applicable agencies or groups. No regulated chemicals or hazardous substances shall be stored, used, or manufactured at the tenants facility within 60 days of the date that authorization has been granted by the appropriate regulatory agencies. The chemical or hazardous material areas shall be isolated from pedestrian and vehicular traffic by a physical barrier such as a wall or fence. Access points to the areas shall be locked to restrain unauthorized admission. Signs shall be posted to identify all chemicals or hazardous materials stored at the facility. In addition, "Danger-Keep Out" and "Unauthorized 4 Persons - Keep Out" signs shall be conspicuously posted. The chemical or hazardous material storage areas shall be contained by totally surrounding each area with berms or curbs. The height of the curbing shall be determined by calculating the volume of the head space contained within the berms or curbs and shall be equal to 150% of the maximum storage capacity of the tanks and drums plus 6 inches of free board. The floor system shall be sloped to drain to a designated sump for each storage area. The floor and sump shall be lined with low conductivity materials such as High Density polyethylene Sheet, or a suitable chemically resistent expoxy paint, in a similar manner to that shown in Figure 2. The storage area shall be covered and the storage area and sump isolated from runoff. Potentially reactive chemicals shall be stored in separate storage areas. Chemical storage practices shall follow the principles of segregation, isolation, and protection specified by the National Fire Protection Association. In no case shall strong oxidizing chemicals be stored with potentially combustible materials or flammable liquids In storage areas containing more than one type of chemical, each chemical or waste material shall be identified on a clearly visible area of the storage tank. The area Shall be marked to identify the most severe health, flammability, or reactivity hazard present. The storage tanks or containment facilities shall be specifically designed and certified for the chemicals or hazardous materials which they contain. Any hazardous material or chemical spilled or used to clear the chemical containment system shall be collected and drummed from the sump and recycled or disposed at a licensed hazardous waste facility The design of the containment system is the responsibility of the owner. The schematic shown on Figure 2 represents one possible alternative. The Surface Water 5 Hanage.ent Permit .ay require individual owners to install groundwater monitoring wells concurrent with development of individual parcels. 3.0 GUIDBLDmS FOR STATIONARY TAHKS Owners or leasees who plan to install underground storage tanks to receive, store, or use petroleum products shall comply with Chapters 17-61 of the Florida Administrative Code and any additional state of Florida regulations. The tanks shall be designed to prevent releases due to corrosion or structural failure for the operation life of the tank. The tanks shall be cathodically protected against corrosion or constructed of non- corrosive material or shall be designed to prevent the release of stored substances. The tank material or lining shall be compatible with the substances being stored. At least 10 days prior to tank installation the owner shall register the tank with the Florida Department of Environmental Regulation (FDER) using the Federal/state storage Notification Form (17-1.21B(5)) and any other forms required under federal or state regulations. This form provides details regarding the size, location, depth, and construction of underground storage tanks. All underground tanks shall be designed and constructed to prevent discharge of the tank contents to the land, groundwater, or surface water. Acceptable tank constructions include cathodically protected steel, glass fiber-reinforced plastic, steel clad with fiber-reinforced plastic, or an equivalent material approved by the FDER. The tanks shall be equipped with a strike plate beneath the fill pipe and gage opening. A leak detection and spill monitoring system shall be installed at the time of tank installation. This monitoring system will consist of one of the following: 6 1. A continuous leak detection system between the walls of a double-walled tank; or 2. A single monitoring well inside a double-lined containment barrier; or 3. A continually operating leak detection system inside a double-lined containment barrer; or 4. A network of 4 monitoring wells placed on the excavation around the tank as described in 17-61.05 of the Florida Administrative Code; or, 5. An alternative detection system approved in advance by the FDER. 4.0 GUIDELINES AND REQUIREMENTS FOR REPORTING ACCIDENTAL RELEASES OF HAZARDOUS MATERIALS After each owner or leasee has met the requirements of the state and federal regulations and the city ordinance 84-51 regarding storage and handling of hazardous waste, the owner shall contact the fire department and police department to make arrangements for a preplan emergency response meeting. The phone number of the Boynton Beach Fire Department is 734-8111, Ext. 451. Prior to the preplan meeting, the owner shall have completed material data safety sheets (MSDS), as required by OSHA, on all chemicals which may be stored on site. Copies of the MSDS shall be provided to the fire department. Additional copies shall remain in the plant for the employees to read. The owner or leasee shall contact the fire department and police department and arrange for a site visit to: 1. Review the MSDS. 2. Quantify total chemicals and storage area facilities. 3. Assess sprinkler systems and fire-fighting equipment. 7 4. Evaluate site logistics and general operating procedures. ' 5. Meet with the assigned emergency coordinators. 6. Designate the Plant Emergency coordinator(s). 7. Discuss emergency evacuation procedures. The purpose of this meeting is to provide the fire department available information necessary to respond promptly in an emergency. 5.0 EMERGENCY RESPONSE TEAM COORDINATION WITH THE LOCAL HAZARDOUS MATERIAL CONTROL UNITS In the event of a sudden release of hazardous materials the following procedures shall be followed: o Call the Boynton Beach Fire Department and police Department at 911: Give the plant's name and location state whether emergency is: First Aid Fire Hazardous Waste Release o Call the Plant Emergency Coordinator(s) to be on-site to assist the fire department. (If not at the plant site. ) o Call the Palm Beach County Division of Emergency Management at (904) 488-1320 and report the accident using a Reporting Form for Emergency Events or equal. o Call the Palm Beach County Health Department at (904) 820-3000 and report the incident. 8 o Call the National Response Center number at 1-800-424- 8802 and report the accident using a Reporting Form for Emergency Events. o Assist in the removal of all non-essential personnel from the area. Coordinate remedial activities with the Boynton Beach Fire Department Hazardous Waste Response Team. o Contact the groundwater monitoring team to install wells (if necessary) and to assess the impact of the release on local surface water and groundwater quality. 6.0 GUIDELINES FOR EMERGENCY GROUNDWATER MONITORING IN THE EVENT OF AN ACCIDENTAL RELEASE OF HAZARDOUS MATERIALS In accordance with ordinance 84-51, Quantum Park has prepared an early warning monitoring plan for hazardous materials which has been approved by the South Florida Water Management District (SFWMD). This plan, which is attached as Appendix C, identifies the groundwater monitoring strategy at Quantum Park. This strategy consists of plan development, monitoring design and construction, baseline sampling and analysis, and ongoing sampling and analysis. Prior to site development, monitoring wells will be placed at nine locations within the industrial sections of Quantum Park. Sampling of these wells will confirm baseline conditions on the site and will provide for on-going surveillance of groundwater conditions. However, accidental releases of hazardous materials will require additional activities which are to be incorporated into the Tenant Hazardous Materials Contamination Response Plan. First of all, following the release of hazardous materials, the 9 owner or leasee shall comply with all federal, state, and local regulatory requirements governing groundwater monitorinq. In the event of an accidental release of hazardous materials in the storage area, the hazardous materials collected in the chemical spill sump will be removed and recycled or disposed. FOllowing removal of the hazardous material from the sump, the chemical spill sump and containment area shall be cleaned to remove hazardous materials to acceptable levels for safe operation. The leak detection layer shall be monitored following the spill to assess if leakage penetrated the double liner system. If constituents of the spill are present in the detection layer and a hydraulic head sufficient to cause flow through the liner are detected following the spill, monitoring wells shall be installed as discussed subsequently. No additional groundwater monitoring is required if there is no flow through the double liner system, unless required by the Surface Water Management Permit. In the event of an accidental release of hazardous materials to the surface water sump which drains the runway, parking areas and loading dock, the required level of remedial action will depend upon the design option. If a double liner and leak detection layer are installed under the runway then the spill area and sump shall be pumped dry and cleaned to acceptable levels. The clean- up levels shall be approved by the appropriate federal, state, and local regulatory agencies. No groundwater monitoring will be required if a double liner system is used and the spill is contained within the area draining to the surface water sump unless more than deminimus leakage is detected in the leak detecion layer, or unless required by the Surface Water Management permit. If a double liner system is not installed, then within seven (7) days of the spill, a minimum of 4 groundwater monitoring wells, screened from the water table to a depth at least 10 feet below 10 the water table, shall be installed at or near the perimeter of the containment area. Figure 3 shows a typical well cOAstruction detail. One moni torinq well shall be installed up-qradient of the spill and three (3) wells downqradient of the spill. The wells shall be monitored monthly for a period of 12 months for the specific hazardous constituents which were spilled and which were used in the clean-up effort. If, after 12 months, the constituents are not detected in the qroundwater samples obtained form the monitorinq wells, samplinq will be terminated. At that time, the monitorinq wells may be closed by fillinq the riser pipe with a cement bentonite qrout mixture to the top. In the event that a spill occurs in an area which does not drain to a surface water sump, or if an overflow condition causes hazardous materials to overflow the containment area, immediate action may be required to intercept potentially contaminated surface water and prevent it from entering the surface water retention basins. One surface water sample shall be obtained for every 200 lineal feet of contaminated ditch or runoff area. One additional monitoring well (total of 5) shall be installed immediately downgradient of the affected area. Clean-up of the affected area shall be to the levels prescribed and approved by the federal, state, and local regulatory agencies. 7.0 GUIDELDmS FOR IJ.'IIE DESIGN OF SURFACE WATER IlANAGEIlENTAHD SPILL CONTAINMENT STRUCTURES AND FACILITIES The owner or leasee shall comply with all rules and regulations from the federal, state, and local agencies governing the design of surface water management and spill containment structures. All drawings and plans must be submitted and approved by the appropriate agencies prior to construction. Surface water discharge containment and hazardous chemical 11 containment shall be addressed in the design of the facilities. The surface water runoff from the runway, parking areas, and loading dock at the plant site shall be contained, collected, and treated using an oil/water separator system to remove any floating substances such as oil or gasoline. The collection system may be gravity controlled or collected or pumped. In the event a pump system is used, the water or fluid level in the sump shall be maintained at a pumped-down level so that the sumps always have adequate capacity to completely contain and store liquids from spills and clean-up efforts. The rules and regulations for construction of surface water containment system and hazardous waste containment systems shall be researched and combined with the needs of each specific facility's requirements. The components of the containment system shall resist chemical degradation which could result from exposure to the chemicals used at the owner's facility Figures 4 and 5 are two general examples of a typical layout showing surface containment control and hazardous waste control. These figures are examples only and are not represented as being appropriate for any particular parcel. Figure 4 shows a surface water control system which collects the runoff from the runway, parking area, and loading dock in a small collection sump which is then pumped into a central collection sump and transfer system. Because of facility layout, there may be more than one collection sump feeding a central collection sump Surface water runoff is then fed into an oil/water separator system. The treated water is discharged to the surface water management system. Any material collected is drummed and sent either to a hazardous landfill or recycled in the plant Figure 5 shows a simpler arrangement using an oil/water separator for both the collection and treatment of surface water runoff The surface water runoff is directed by gravity flow into the 12 below grade oil/water separator. The treated water is discharged by gravity into the surface water management system. The oil is skimmed from the top and collected in drums for disposal. The system suggested in Figure 5 has a lower capital equipment cost but may require additional planning and site grading. Figure 6 shows a surface water control area with a secondary containment system and a collection sump which pumps to the central collection sump. The transfer pump is controlled by a level control probe immersed in the pit alongside the submersible pump. The level indicator activates a switch which turns on the pump. As the level of the liquid falls, the float switch continues to fall with the liquid level until the lower set of switches is activated Shutting off the pump. Secondary containment may not be required in the surface water controlled area, but is offered as an alternative. Figure 7 shows the surface runoff control area using the separator for both containment and treatment. This system is gravity fed and discharged The system may require the use of a pump if proper grades cannot be achieved. The primary device used to treat surface water runoff from the runway, parking areas and loading dock is the oil/water separator. Figures 8 and 9 illustrate two different types of oil/water separators. Figure 8 shows a McTighe standard oil/water separator with a mechanical oil removal system. Figure 9 shows a McTighe separator with Petro-pak and a mechanical oil removal system. There are many variations of these units depending on the specific treatment objectives, volume flow rate, regulations, and site logistics. The oil/water separator should be designed for constant operation and low maintenance. As oily influent flows into the separator, oil and sludge area removed and clean effluent is discharged to 13 the surface water aanaqement system. The oil/water separator consists of a stationary tank full of water, having an inlet at one end directing the incoming oily influent over a specially desiqned heavy corrugated plate, set at a 33-degree angle. Initially, the flow is reversed and the influent passes over the corrugated plate The corrugations induces agitation causing the soils or lighter density substances to break away. As the oil rises, it is joined by the other droplets of oil which, due to their buoyancy, rise rapidly to the surface. The rate at which the soils and other floating industrial waste raise to the surface depends on the oil droplet size. The larger the droplet, the faster the rate of rise and separation. Sludge or heavy solids within the stream settle to the bottom of the separator, collecting at the center sludge baffle plate. The second phase of separation begins as the influent is directed between an inclined arrangement of corrugated parallel plates, stacked upwardly, sloping at a 4S-degree angle and spaced 4 inches apart to prevent fouling by debris or gummy solids. It is here where buoyancy forces cause smaller oil droplets to rise and coalesce into sheets of oil on the underside of each of the corrugated plates, creep up to the surface, and finally break loose at the top in the form of large globules. Clean water flows in a downward path to the outlet where clarified water is permitted to escape from the lower regions as the separated oil is withdrawn from the surface. The oil is collected and drummed for recycling or disposal. The sludge is collected and disposed at a licensed solid waste disposal facility. It is the responsibility of the owner or leasee to design or provide documentation for approval of the surface water control 14 and hazardous waste containment systems. The containment areas and oil/water separators shall only be provided in the parking areas, truck runways, loading ramps and docks, and chemical storage areas, where regulated chemicals or hazardous materials are likely to be transported. 8.0 GUIDELINES FOR THE DEMONSTRATION OF FINANCIAL RESPONSIBILITY Each owner or leasee that handles, stores, uses, or generates hazardous wastes shall demonstrate financial responsibility as outlined in 40 CFR Part 264.140-150 No regulated chemicals, hazardous materials, or hazardous wastes shall be handled, stored, used, or generated within 60 days of approval of the financial demonstration by the appropriate regulatory agencies. It is the responsiblity of each owner or leasee to prepare the financial demonstration and secure the approval of the appropriate regulatory agencies. In addition to the requirements of 40 CFR, each owner or leasee that handles, stores, uses, or generates regulated chemials, hazardous materials, or hazardous wastes shall contribute $20,000 to the Emergency Action (EA) Response Fund. The fund shall be administered by the Quantum Park Property Owners' Association, Inc., or its designate In the event of a release of a regulated substance to the environment requiring payment from the response fund, the owner or leasee responsible for the release will, in addition to any or all other costs for remedial action, reimburse the EA Response Fund for the exact dollar amount expended from the fund. In accordance with 40 CFR Section 264.142, the owner or leasee shall prepare a cost estimate for closure and post-closure care of the hazardous waste containment structure. The estimate must 15 be prepared in current dollars for the point in tille during the operation of the structure when closure or remediatioR would be most expensive, as stated in the closure plan (see CFR Part 264.112a)). The owner or leasee shall adjust the closure and post-closure cost estimates each year within 30 days of the anniversary of the approval of the financial demonstration. The adjustment in the cost estimates shall reflect inflation and changes in the operation of the facility which make closure or post-closure more less costly. The owner or leasee shall establish financial assurance for closure and post-closure care of the facility using one or more of the following options: 1 . Trust fund. 2. Surety bond guaranteeing payment into the closure and post-closure trust funds. 3. Surety bond guaranteeing performance of closure and post-closure. 4. Closure and post-closure letter of credit. 5. Closure and post-closure insurance. 6. Financial test and corporate guarantee for closure and post-closure. The closure and post-closure plans and cost estimates shall be prepared and certified by a registered professional engineer and shall be approved by the EPA Regional Administrator and other regulatory agencies. The basic requirements for the financial assurance options are stated in 40 CFR Parts 264.143 and 145. In addition, each owner or leasee that handles, stores, uses, or generates regulated substances shall "demonstrate financial responsibility for bodily injury and property damage to third 16 parties caused by sudden accidential occurrences arisinq from" the operation of the facility (40 CFR Part 264.147). ,The owner or leasee shall maintain liability coverage for sudden accidental occurrences of at least $1,000,000 per occurrence with an annual aggregate of $2,000,000 excluding legal defense costs. The liability demonstration requirements are stated in 40 CFR Part 264.147. 17 " Appendix A Figures ~~ ?n I I , ~ 1 I" / ,--,,-.-,--. lWI>O C.Mll20 ~"""~~. .~ '"", ( 'rl1 \ ? I \ I -, 71 "'\ f~ -, """"1 TI r j ~ I'll t'--' )'-,1 > (i ,A,. , =>,~-" "1 ~ '7 "';,q{'a ~ 11 ~~'n' f ~':J1~:~, ~ n'''l;1 J ~~~-:J' q 1"''''''''' '1 , :1 1 ---..---. '., fl.' 1 \ ~ '11 ) T," , \ t -., ~ ,...r., -.,,', ., \ -,.., 1 ,TI~" .".... ~_ MASTER SITE DEVELOPMENT PLAN ~ KEY PLAN LEGEND MSP-I . - - 41 BIll Club , ., Offl~ 141,0 - Indu..tr 153 J 4<" ~ H""'>.H( h &; lJ,t'\'f"lopm*,llt fndu..ui..J ~) 2 _ Op..n SpAt 1" ~I.d"t'~ .'>"3 ____ "-' 11"',u1.. ~( \-P'Hk ~ _J !-.drld I"ne P't-So",,,,,, Hu",d.. 2<17 ......y 22.1..' Quantum Associates KJ 2 liO ~Oll ~S fttCHAIII:O eow.:,. A"O ....oelA.u. ."e: ~, 1"1.\1 :;ftllQIIl (~U"NTL'\I FIGURE 1 ..{ uJ ct: 4. ,.. 6~ ~:l :>..... ...'i 1>.0 0", ~..; w ;;: 'cl .0( ~ .0(. d- O <.:> r '5 Z z~ z ~ 4- 7" - 01/\-1-" ::r. ::: \JI If)~~<.) _-1'- u1f)5~ ~ l- U ~ _I 4. Z ~ " -; uJ? u.l G:Jj<.)c- ct: :I: c- 4. 0 ::> u 0'._ C) If)i~:!. ~ ::i <:2. (/) c- ~~-i3 0- l- U V1 uJ - U 4.:::' . Z uJ4. o :::w u u~ ... . t~ t, , \ \ .b ---\ \\ ~:::-~~--:; ;\ D \ '\~~ -. ~ ,~ I \\ \ "" ""~\ \\ ~ ,,~\\ \ \ . ~ ~ \\ \ "j tS-.l ~ \ \ \ c:> ~t:.g" ~ ~~ ~~~ 5'\\ \ l::.. "u \ \ \ a ~-=~ J \ \ r --- \ \ r \ \ \ \ \ \ \\\~~ \ \ \~~O \ If)4.Z \ \ t;~% \ \ \\ ~~~ \ \ \~:zo ..J~-;E. \ \\ ~<6~ " \ \ \ ~<6~ \\'\Cl~ct: \ uJ_o \ \\ <6~u.. ,,\ \ \:I:~ \ \ \ \ \ " t l ~ .............. ........... ....... ....... .......... " . \ ~0\ " \\\ " \ \ '- \ \ \ \ _ _ ~.Jj \ ____-------.-- .-1 ...-- ::::: -- --. -- . -0' Cl W \.>J (Or s~ct::ij f-OOO-~ If) If) -- (5 -<5 "":. u 2---- .__.._--~-_...-------..-------- ~ l- ;Zw ~wu ~~5 Z(t. Ow a::Vl -; z. w ~:;n o 5 "G .( ~ ~ :l uJ 04. ~..!.w .....ct:ct: 4-04. rr- If) " " 1 1 J '\ w C- O fA " .... " 1 -:. (\ ~ j:; ~ ~ {. 1 ~ ' .1,: ; 1 , "\,"':1 \ 4 , ~ .i ... ---- ,."OTICTIYC CAS'HO J'IN DIA THREADED SCH AO ..vC RiseR -' , -, '.IN DIA aOREHOLE DRILLED WITH HOLLOW STEM AUCERS 1.IN DIA THREADED SCH 40 "VC SCREEN (0 0 I 0 SLOT WIDTHI ~ ~/ ;.,-;. :........1 ........ .......... ........ ......... ......... .......... ..........-........... .--..... ........... .....--. - .......... ~L:::-_7 = HHHHli~ ~-HH~~ mmm~;. .HHf:li~ = :~EL:~.. :::~:~::~:I~~mmlji HH~H~ = HnHH~~ ~ilm~ = ~~mH;1j~ (NOT TO SCA~CI , GROUND SUR"Ace CEMENT/aEHTONITe CROUT MIXTURE BENTONITE SEAL COARSE SAND IN ANNULAR S~ACE BOTTOM 0,. aOREHOLE CA~ ~ lAW eNGINEERING TESTING ~ COMPArIY ...."..TT... cia".,.. .~ '.2. TYPICAL- TYPE II MONITORING WELL CONSTRUCTION DIAGRAM FIGURE .3 \ , \ \ \ ,,~~ \ \. t~t\ \\ 't:_~_-\r0\;\ --- ~ ~\~ ~ ~ \ \ \ . \ \ \ \ "' \ .' \ \ \.- \ \ ~ -------- \ \ \ \ \ \ ~ CD \ \ CD t. __--~ 0 ~ ""- ~4. o~ ~~ ... ""- \/ -- 4- W 0::. 4:- Vi Vi \oJ <..) o c-:. c.. ~~!j i~a .t. W 'i o 0, (:) C) :z:. ~ <3 \ 1\\\~ \ \ \ \.\ \ \ \ \ , ~ 0 \ \ , r_ 'VJ \ \ \ \ \ \ ~~ 'db -,_0 @ \i~l. ~~S ::all <<-' - i i o 0... F ~~~ ..c. w -. W :i.r-6~r- ':}.V\~:2.~ _ r-","'" U","'Z% ~ "'';t.OO'Z .J;(,U<.JOW ;.c.~ F~ ~o.~~..c.:::! to- I W - c:e. <.:) o..:l~~4.c:. 'd~~"'~ a~w~U'l u~';ig.o ~..c.~~"i ~ ~u ~ ~ ~ -- -\oJ 00 ~~$ ..106 ~U\ Q \:]] \ \ \\\ 4.. W '2. 'd - u- u- o ""- , , "- "- w U "i ~~ ~OU~ :z:.~~~ w \-~ -z. :2. :i ~ .- "'~O )JO'~ ~~.'1 'q~~ 'Q S a ---------------.- ~ ~~ \ , \ \ \ \ \ \ \ \ \ \ \ 1 , \ \ \ \ \ \ \ \ (\- \ \ \ \ \ "- \ \ . . :;. ~ ~ i ~ 1; 0 ~ \\ ~ \ ~ r o 0__ \ \.\ F ~%'" 4C. w~ ~~~~~ \ \ \ w- -~ \ ~V\~"" \t\ , \ , U~%.'ZV\ , \ - @ \ \ , \IlZOO%W \ ~", \ \ \ -1.(.O(')O~ \ ?i~~~~ , ~~~~~~ , \ , o~~ -1~ \ a~w..c.1J\ o 000 L - - - 1 ..c.:; - ~~,&C~ , , ..(. ?:::. \ \ % \Ilo \ ~ , , -:t ~ :;a \ , ~~\ \ \ ~ ~t \ t- \ 5\1 ~~$ · ;0 '66 E , -- ~V\ \ t---~ - - Q - - \ CD uJ '" .(. 0:::.(. Ow CD '-" \fI~ / ~ ~ 0 '-" " " --- ~i\ 4- 4- .c( uJ W ~ % ~ ~ '6 ~ 'cl 0 0 'd - C) \.I- -z. 0 \.J- 0\ 0 4( ~ '3 0.- "- " - ~ \ ~\\ 4:>'" ...... uJ (.) :; )- -. ~..(. ~OU~ Z~&%. W ~? ~ - :2. ~ ~ t;: ~rl~tl '9.\~~ ~ ~ a ---- .- ---~--"- "t. .\ i" < W 0:: c( .... - ..:... W ~ Z 0< z"'" c(Z o <u W-l 0::0 c(e: VlZ VlO ~u 00:: g:~ < ?; --1 . ===.=~ n I I I I ; II II ti , I i .1 II . .I z i i l(f , I ,II I 1:10 II I I ~~ , I I ~! ' -.J J--l I J r r - - _ -::-t---J I r,- I I II I I I I II I I I I II I I II I I I I II I I I I II I I II I I 1 I II :x:;: I I ~ l l t.: " ,',' :l " " " '111 ""1111, " 1 " " '1111 " ~.J I --- - ~ - --~ ..- ....... -., .0 w w. CD ..... ~ d 0:: ~ :j. F-000.G: VI Vl ::c. . '0 ~ u --. . d.~.' ~~I t'I.'.h.~ t. ., 'II:~'I.;;; j \,1 . ,. I ... a c .~ ~ 5 U "I' \. o~ " ,",zac l5 00( 00( . ~oo(... " -... is . - ac ::I 11:00(= ~tl~ -c...z ~g8 ~~~ ...-- a:~c:: ~~~ u W U c( u- n:: :J Vl .- zo ~~Za.. w~c(~ O::~-<:J u<WVl zt-o::: oz-< 00 u Vl ~o:: ~~t:) Ulc(Z r-l_ Vl 0:: wo crot: wc(z zZO ~<~ wcr~ -10< CDa::w :JW-l o oZo:: ~O w u.. ~~ U ::I ~ ~ :.. -<U1 Ocnw>- ~~~cn - z OU1VlO I 1=....U1;: -< zWu co i3 -<gW:l :x: cC c:: ~ U 0.0 :J V1 ..J 0 U t:l -< - -l U Z 0. "'- <-<~ ::l~)-:J ~""c(V1 w<~< U Z Z ::;)t:) o o::z u ii1 :J -oJ -< I- :0:10.1 Wu ~:is -<za: -low 0::111 5 .... W ~ ~ U 'Z. ~ 'i .co g!,,'e~ V.~4C::: - "" o V\ "" c... j::....:..~ .t. ::0'" --"'00: \oJ ~..J~,-, ~ :::. c... Q.. ~ ::> ~ u '0_ (,j ...; '" 4( '>' _ O-:=.-- ..... a ~ _4. ~ ". - ~ 0 ~ ~r--~_ ~ -..0:; \oJ ..c. ~ _ ~ s~ o ~:;: o Vi ::> ------- II w 'i 1 - . . . t ~ : ~ t ..I...; : 1 ~:<<-1' ;:. ~ : ~ 1 :; 'i i t. 'i .t: \ ~ f ': .. il\ i' ::.1-1 0; I !. t ;hi. H n;.. ~ ,;.. .. ~ "z' c -I ....... ~ ~ : . :: t 1" ca: :. ~ .. ':.. · ~ ," o I.:..c.t . t.""".ir","~"lt.'" c ~;!:' 'it ~~'::'''' .....\~. .. ~.....,t.~ . ...3- ~:'1"ia.~\ l t..i.':........ ..:: OZ. ~~:. ".1 If ...{.........l '.' O' lie"'.. . .'" :. .. t c . " i.... 'l~ 1\ .. : .. ... ~ l':.':.~ltnh' -:.(1 \0 :...ltU'. ! . 6 - I ~-...----. ... ,.C : 011..... lJ"jlll.Nl- co . CO % o .... u w V' ~~ oJ ~ c:: Ca:C!:: : 0'::'"' I ...-- __d \od~~ i e,a: cl \oJ oJO > III oJ "" =~~.J - ",~-a e::1:J~ :l~-'" <2 J-1.o oJo.lO"- \a:4 w ~. ,cl -> ...... t'iJIU'f" 1 :i oJ ,)...31 "110 - u U % g ... U W If) e ! N <l: C. ~ o % ;' _............. ~l:S ct~~tt:.;:. ..; o o % 9 .... o w V1 wi- .... % W .... e:( 0. If) :) '" '= 2 i c::.... I t- Z . II ~,& ! Ii c" ... P \ ~ J o ~ ;;. ~ ,,~~; t ~ !~- H. :;'Q3 ...~.. ~ ~- ~ ~~ I .... . -. *. #) .. ~. .; .i~: ~ .. :'1:. -~ t :: ':( l<..".' .\.~. . '" 6"~-' .......- 't a 0:' . .. -~ . - . "1 ~ ...:- - - . - . ; ~~~ :rH,Ui ~ ~.. ~ ! ...\. . .. . - ~ ~;l . - : A~' ...:Ie' ~ ~:~.t....;.-..:: c ~ tiiHii~ i i.itii~i~ OJ (.J c::. ';) lJ H ~ =~ ! iiS. -I';: ( ,. !I'~ ,H1 1 . ;': :- ....t i 1 o -I. ::~ .. . <<,. ~ ... :::1 l:ij .;,A : i it ! 'i' ~w ...~t .,..- . ~ -. ;. !.,~ ....... ~i 1 .t.... ~:1 c, . in:. ,.1(1" ,.. .\ ~.:-:t ~!; ~.., rii :11::-- .1, c-~;:='t:: ~.... -:.1. IS.: :P:!.l!-:: .: ,:=-l t~""::-!.; !~.-.-: ~.. I. :..-~ __,. _ s.- J.. -:,. ,': ::~.:~ J= ~ .. "! ~. ::.. J.' - ~ .. I'. 1---- ,-" -~... .._~i t~.. _: 1t.--! l~~ll._::'. t~. .......:;J ...... .:=3~"r :.1.. ::,_." ;~"'11 ._ "._~11""'~ E\i': !: ~:t ~ - '~H ~ 04J.... ..- .. ------ - ------.- ----- -- --- \ I \ \ \ \ \ ! \ \ \ I \ . \ . I \ I I . I i ~ & ~ t 1\ ~..-~ _ t =~ &I 'i:!~ i 'i · . .. ~ t ~,i 1 ! i .;~. ;1 i 1\ i l n : i 1 ! ~ I t 1~ 41' - ~ . .1 tH., l ~ a Ii \ Ii ~~it'l: ! ... I.~ \" I .. ".., i . 1 t :i':: eo.! i ili; :" I':t: ~ '" Ill.c~' '~.1:.. ..::.., ;e;II-.' ~ &\_4 ,.....I.t"..I,I.. t..ct" ~! ti5it~:...s,~I~~ ~:j~ .ln1l.t1.I' ~ 'I 1!! c.... ,.::: ~1' · .'l!I....C an ..' ,."1"". ..,,-.. S ~'tll;.:'" .. ,~~ lu ,,,.n..t ...t. ",zs ,u...t ~ . t ~, ~ "'~~ ~ m\:-- -' -=:::c= \ =-~== fJ'I --a'\-;S- ~~.:..--=~li~ ~- J . w -~)==-= w hf y-- o I!,~ .= 0 , rei r-_H~- ~ I ~. . -1if-\""""= .. -+ ...\" N ; ~ . ~\ ~ fO ~ \..- ......\.._'-- ~ \ '\ f r-:=- -- ~ .iC-:~.J" ~I\-J \ l!= =-'" "1~---jV~ . l- ~I!~ l" ~~,.:!I q ~\ r ___._.......c:. ... :t;::::::: CD I II) % 2 ... u w V) o , c z o - ... u W 111 . e - w ~ ij1l~3l:l? 'it tl]^ 3H)lIoCM \ :iNI' lS01U 01 tIO ~'3 ,z . .... o .., w . w z 2 ... u W 111 "\ .. 0'\ l.L1 c::: ~ o H ~ .. 'iI~i .... I .. ..;. I · 'flit :::.. J: oj · .tt-f I I ! : ..t 1:-=: , Nt I ::t:: _ . " l{ : 1.-. \ t I' .... ~ . . .. .-..... _ t. t.. I ~i 1 !l;~i _l- i 1= 1 51 : i.:'ylltl ... . .... ,': I",j) ~. I" ft.:l... J"".: -.=. .!~'I~ :: ~I. III." ~~!.- _: ~. l :./' J; i :'i': :_ 1_.. ;1-) ,. .1., , 0% .i -W. fII ....~I ... ._<< \ ';' -" e".- :._ :...:. 11 4 .~1i" "l ~2 ~ .."' I. ':1-~ , a. ';1 ;,. -i ~:I'::i I .:: '" "4. 4'1 f",," i: P;1 L! .t ni!~ :~ 1~ .lfL:1 ...::t: ~.! 2: i: 3:-:! ~~..- ..~. It J.,,!il "1::'" z ;: .~ H ;:i ;:! ~!.;~! .-"". ..- --.. Appendix B city of Boynton Beach Ordinance No. 84-51 with Exhibits --------- -~------------~ J. Cc tt! 'e ~ ~#~~ I ORDINANce tlQ g 1-.5/ ORDINANCE OF TilE CITY OF BOYNTON BEACfI, FLORIDA, APPROVING ^ COMPREHENSIVE DEVELOPMENT OF REGIONAL IMPACT (DRI) FOR A PROPOS~D INDUSTRIAL OFFICE PARK COMPRISING OF APPROXIMATELY 539 ACRES LOCATED IN TilE CITY OF 80YNTON BEACH, FLORIDA, PURSUANT TO CHAPTER 380, FLORIDA STATUTES 1984, SUBJECT TO SPECIAL CONDITIONS, DESIGNATING THE CITY MANAGER OF BOYNTON BEACH AS THE LOCAL OFFICIAL RESPONSIBLE FOR ASSURING COMPLIANCE WITIl THE DEVELOPMENT OR.JER WIIEREAS, RITECO DEVELOPMENT CORPORATION, a Florida Corporation, has filed with the City of Boynton Beach an Application for Development Approval of Comprehensive Development of Regional Impact and WHEREAS, th... p~oc.eding. relate to a propo.ed regional industrial office and commercial park comprising approximately five hundred thirty-nine and 9/10 (539 9) acres, located in the City of Boynton Beach, Palm Beach County, Florida, generally east of Congress Avenue end we~t of Interstate 1-95: and WHEREAS, the City Council of Boynton Beach, as tile governing body having juriSdiction, is authorized and empowered to consider applicatipns for deve~opment approval ot developments of regional impact pursuant to Chapter 380, Florida Statutes (1984): and ~lIIER~AS, upon puplication and furnishing of due notice, a public hearing in th~~e proceedings was held October 23, 1984, before the Planning and Zoning Board and November 8, 1984, before ". the City Council of Boynton Beach: and WHEREAS, said City Council has considered the testimony, J reports and other documentary evidence submitted at said public hearing by Riteco Oevelopment Corporation, the Treasure Coast Regional Planning Council, the Boynton Beach staff, the Boynton Beach Planning and Zoning Board, ano the public: and , ;-', .. 0- WHEREAS, the City ot Boynton Beach and the applicant, Ritcco Development Corpor_tion, a9ree that the proposed Development of Reqioflal Impact, which is the subject of this Development Order, will result in a substantial impact on the existin9 civic and non-recreational facilities of the City of Boynton Beach In recognition of such impact, Section 34 of the conditions for approval have been included herein "'I/ERE^S, said City Council, has considered all of the foregoing NO\i, TIIEREFORE, BE IT OnDA HIED by the Ci ty Council of Doynton Beach, that said City Council makes the following findings of fact Section 1: ^ notice of pUblic hearing in these proceedings wa. duly published in The Post Extra, 9/6/04 . a newspaper of general airculation 'in West Palm Beach , Florida pursuant to Section 380 06, Florida Statutes, and proof of said publication has been duly filed in these proceedings ,. , Section: 2 rUpon consideration of all matters prescribed in \\ Section 380 06 of the Flori~a Statutes, it is determined that .. 'Ii .. "The development is not located in an area of ""'._ .~ s . ..";., '}' ~~i~rcal ~tate conce~n B' ~The develop~ent does not unreasonably interfere with and ls no~ inc9psistent with the a~hievement and the objectives of scate hni=\ d!i!velopmentplan C The Qevelopment is consistent wi~h local land ~evelopmen.t,..,re~~lat.t.onB and ia. consi.sten~ Iolith -the report and .n! r I'-~~'"'' 1 , ...... ",recommendations pf .t:tu'r Tre..~re Coast RegionaL.. {)l.nning COl-lnCil on ..J f .... ~ 1. ro" 'r file in these proceedings " Section 3 The City ~ouncil has concluded as a matter of law that these proceedings have been duly conducted pursuant to the pr~visions of Florida Statutes, Chapter 380, and, subject to the special conditions hereinafter set fort~, RITEC9 DEVELOPMENT -2- CORPORATION i. entitled to the relief prayed and applied for in the Application for nevelop.ent Approval (ADA) Section 4 The Application for Development Approval of Development of Regional Impact filed in these proceedings and the additional material submitted to the Treasure Coast Regional Plannin9 Council in the.e proceedings by RITECO DEVELOPMENT CORPO~TION is hereby approved and the Development Order i. herein granted for the property known as the Doynton Beach Park of Commerce, more particularly described in Exhibit "A" attached hereto and made a part hereof, subject to the fOllowing special conditions with which the Developer accepts and agrees to comply (1) The Boynton Beach Park of Commerce Application for Development Approval i. incorporated herein by reference and rp.lied upon by the partie. in discharging their .tatutory duties under Chapter 380, Florida Statutes ~hstantial compliance with the representations contained in the Application for Development ~proval is a condition for approval unless waived or modified by agreement among the parties, as defined in Subsection 300 07(2), -- -. Florida Statutes For the purposes of this condition, the Application for Development Approval (ADA) ahall include the following items (al Boynton Beach Park of Commerce ADA, submitted Hay 21,1984; (bl Boynton Deach Park of C9R1merce ADA Supplement, submitted July 26, 1984; (2) ~n the event the develooer fails to commence siqnificant .:( physical development' within three (3) years from the effect.ive date .' of the Development Orrl.r. d@v@loQment approval shall terminate and the development shall be subject to further consideration pursuant to Section 380 06, Florida Statutes. Significant physical develop- for any portion of the ~ent shall mA.n ~l~p nr.oAration work project;.--- -3- (3) Clearing of specific building sites shall not commence prior to the phase in which the site is scheduled for development (4) During land clearing and site preparation, wetting operations or other soil treatment techniques appropriate for controlling unconfined emissions shall be undertaken and imple- mented by the developer to the satisfaction of the Palm Deach County Health Department, Florida Department of Environmental Regulation, and the City of Boynton Bp.ach (5) In the event of discovery of any archaeological artifacts during project construction, the developer shall stop construction in that area and immediately ~otify the Bureau of Historic Sites and Properties in the Florida Department of State Proper protection, to the satisfaction of the Dureau, shall be provided by the dev"1bper ~":Y' I minimum at forty .( .O,)y a~rea of Sand pine Scrub canopy, understory ,\;,>,. The develc;>p'er ,ahall pre.erve in viable condition a (6 ) ...... and groundcover vegetation.. Prior to ~ommencement of any clearing ,aetivities,1 the ~_eve~opers~all survey the site 1;0 det~rmine the I -- .~1" .. numbers and distrlb~tlon of any populations of .~~e Gopher Tortoise, Florida Burrowing Owl~ Florida Gppher Frog, Flo~ida ~ouse, and 1Ii.":~{" I . flor Ida Scrub Ll %ar~":wh ich occur SandPlne Scrub preserve area (s) shall be of appropriate size, quality and arrangement to maintain .~I." all populations of, these species developed which ^ preservation plan shall be (a) identities and delineates the boundaries of Sand pine Scrub habitat ~r.a. t~~. preserved; ~ .. .. , (b) prQvi~.s ,tor the etfective relqsaJlon into preserve .. , I , I I area(s) at any populations at the specles of corcern listed above which occur outside of the preRerve area(s) liml~sl and (c) provides a rnanaqement program for the Sand Pine Scrub preserve area(s) which will provide and maintain suitable habitat for the speci.s of concern which exist or are reloca~ed into the area!s) -4- The above plan shall be submitted to the City of Boynton aeach, Florida Game and Freshwater Fish Commission, Department of Natural Resources, and the Treasure Coast Regional Planning Courtcil No development shall occur until the plan has been approved by all of the responsible agencies and the animals are relocated in accordance with the approved plan (7) Prior to clearing any scrub areas, the developer shall provide sufficient notice to officials at Jonathan Dickinson State Park so that they may make arrangements to obtain any plants which would otherwise be destroyed (8) In the event that it is determined that any representative of a plant or animal species of regional concern is resident on or otherwise is significantly dependent upon the Boynton Beach Park of Commerce property, the developer shall cease all activities which might negatively affect that individual or population and immediately notify both the Florida Game and Freshwater Fish Commission and the U S Fish and wildlife Service Proper protection to the satisfaction of both agencies shall be ~ provided by the developer (9) The developer shall establish ~ ~eqetated littoral zone of hardwood swamp/freshwater marsh habitat comprising a total of no I less than 11 acres as part of the surface water management system I No less than 5 5 acres of the II-acre littoral zone requirement shall be maintained and comprised 9f species that are representative of hardwood swamp habitat found on-site including b~t not limited to swamp bay, dahoon holly, and pond apple in association with a typical herbaceous layer of ferns and other native indigenous hydrophytic vegetation The littoral zone habitat shall be fully vegetated with native plant species and occur from lake control elevation to a depth of three feet below control elevation In addition, the developer shall preserve on-site six acres of seasonally flooded wetland habitat designed to -5- be of value to fish and wildlife species and consisting of native vegetation typical of such habitats Prior to commencement of construction for any phase of the project, the developer shall prepare a desiqn and management . .... plan for alr wetlands or littoral zones that will be a part of that - phase The plans shall fa) include a topographic map of the wetland or littoral zone, or i~clude typical cross sections; fb) specify how vegetation is to be established, including the extent, type, method and timing of any planting to be provided; and fe) provide a description of any management procedures to be followed in order to assure the continued viability, health and function of the littoral zone or wetland The plan for each phase shall be subject to approval by the City of Boynton Beach in consultation with the Treasure Coast Regional Planning Council The plan shall be implemented and work inspected no later than eighteen (18) months after each lake is excavated ~ (10) In accordance with the following provisions, the developer shall provide and maintain a buffer zone of native upland edge vegetation around wetland and deepwater habitats which are preserved or constructed on-site The buffer zone may consist of preserved or planted vegetation but shall include canopy, understory and groundcover of native species only The edge habitat shall begin at the upland limit of any wetland or deepwater habitat and shall include a total area of at least ten (10) square feet per linear foot of wetland or deepwater habitat perimeter This upland edqe habitAt shall be located such that no less than fifty percent (50\) of the total shoreline is buffered by a minimum width of ten (10) feet of upland habitat (11) During construction, all Melalueca, Brazailian Pepper and ^ustrailian Pine which occur on-slte ~hall be removed Removal -'\\ shall be in such a manner that avoids seed dispersal by any of these species There ahall be no planting of pest exotic vegetation on-site (12) The surface water management system shall be designed and constructed to ret.in, .s a minimum, the first one-inch of runoff '-- ~r runoff from a one-hour, three-year storm event, whichever is greater, from all building sites~ parkinQ areas and internal roaJways Where depressed truck wells are constructed in a manner ~ which would preclude retention of the first inch of runoff from the well's impervious surface, the retention requirement shall be ,~ waived and the truck well drainage system shall be desig~ed and maintained to include oil and grease receptors and open bottom sedimen~~tion sump~ ~& pollution retardant structures Parking areas IIp,d r~a_Clwa:r's 't~ th,e truck wells shall bel des igned to divert runoff ~o storage ~~4 exfi~~rai:ion systems on~site prior to discharge into the surface water management system Condition 16 shall apply where hazardous materials will be used (13) No unfiltered runoff from parking areas and roadways " shall be discharged directly into any wetlands (14) The surface -water management system shall be designed and constructed to maintain existing normal seasonal water table levels and hydroperiods (15) As part of the annual report required under Section 380 06(16), Florida Statutes, the developer shall provide a ~ist of ( all industrial tenapts, including a description of their activities and the fo~r ~i~~~;~~a~da~~ Industrial Class~~lcation Code appli- l ,\ cable to the oper~~ipr A cppy of this. list &~all be provided to the Department of Environmental Regulation, the South Florida Water Management District, the City of Doynton Beach, and the agency delegated the authority for maintaining, updating, and verifying the master files for hazardous waste generators in Palm Beach County -7- ". (16) Prior to occupancy, each specific tenant or owner that uses, han~les, stores or displays hazardous materials or generates hazardous waste shalt meet the requiremonts of this Condition 16 For purposes of this Ordinance, "hazardous materials" and "hazardous waste" shall mean those certain 127 priority pollutants, volatile orq~nics, and trace metals referenced in the Clean Water ^ct administered by the Environmental Protection Agency (as may be amended from time to time) The tenant or owner shall construct an appropriate spill containment system which shall be designed to hold spilled hazardous materials for cleanup and to prevent such materials from entering the storm water nrainage system In addition to a containment system, tenants or owners shall also develop an appropriate early warning monitoring program The containment system and monitoring program shall be acceptable to the Department of Environmental Regulation and the South Florida Water Management District and shall serve all structures or areas where hazardous materials are used, handled, stored or displayed, or where hazardous wastes are generated The developer shall ~ impose these requirements and the obli9ation to remediate any contamination on each industrial tenant or owner in an appropriate covenant and restriction which shall be approved by the Department of Environmental Regulation and the South Florida Water Management District and made available to the City of Boynton Beach The City reserves the right to inspect all buildings within th~ project, ~urin9 normal working hours ). j.; ( t 1! -' the devel'oper shall develop a hazardous materials . '. . ",.' 'f' ,y contam~,Jlat:.i.on "'Ir..po'h'8. 1an'. for the develo ment within one ear i.. .:.,.,. ~, ; t.he effective dat~ 'off'the' "Development .Order. ,~he plau slla'll be . of 'f -, reviewed and apprqved by the City of Boynton Beach in consultation , with the South Fl~rida Water Management District, the Palm Beach County Emergency Preparedness Division, the Department of Environ- .- ~ental Re9u~atlon, a~d ~he Treasure Coast negional Planning -8- ~-- ~--------- .~ --- Council The plan ahall identity appropriate measures for contamination response, including, but not limited to (a) provision of equipment and trained personnel on-site or a contract with a contamination response firm meeting Florida D.partm.nt of Environm.ntal Re9ulation r.quirements, if found n.c....ry by the above r.f.r.nc.d .g.nci.. to protect the qround- water from possible contamination; (b) specification of follow-up water quality monitoring programs to be implemented in the event of contamination; (c) sp.cific.tion of design .nd operation.l measures to contain and direct contaminated surface runoff away from ponds, canals, drainage structure. and other connections to the surficial aquifer: rf (d) sp.cific,ations for the d.v.lopm.nt .nd implementa- 'oJ.t,_.. I ~~., : tion ot .;~oordinate~A~onltoring program ~hlch~incorporates the . ...Ir',. _! , .J indivl~uJll s'1te m~Q:~~oring programs required "\lnder Condition 16 I above in such a manner as to achieve an efficient and effective overall projec~ ea~+y warping monitorin9 program: an~ .- ~ (e) requirements for financial responsibility which will assure clea~up co,~. w~l~ ~e provided . ~. ~~ ( 18) All requ~r.m.nt. fo~ nonpot~bl. wat.~ shall b. met only ,rf by withdrawls frOm the surface water management system and adjacent canals (19) ^ minimUm of thirty percent (30') of the landscaped areas required by Section 7(H)(13), Planned Industrial Development regulations, Appendix A, zoning Code of Boynton Deach, less waterways, as a part of specific site development shall be preserved or replanted in a manner to enhance or recreate native vegetation In addition, the following shall apply (a) the location of the areas of nat~ve vegetation shall be such that the watering and fertilization of non-native areas not -9- inhibit the management of the native vegetation areas in a healthy state: (b) a minimum of fifty percent (SOt) of all trees and shrubs used in landscaping shall be native species adapted to the soil conditions on site: and (cl any .crub habitat .et a.ide under condition 6 above which i. located on a specific site to be developed ~ill be found to meet this condition and to receive credit against condition 6 (20) Generation and disposal of hazardous effluents into the sanitary sewer system shall be prohibited unless adequate pretreatment facilities, approved by the Florida Department of Environmental Regulation and the agency responsible for sewerage works, are constructed and used by project tenants or owners generating such effluents (21) To the extent feasible, the developer ~hould incorporate energy conservation measures identified in the Treasure Coast Regional Planning Council's Reqional Energy Plan (22) Prior to final site plan approval, the developer shall .~- " implement the ener~y conservation measures endorsed and/or recom- mended by the oeve~opment'. architectural review committe~ The energy conserva~~o~~easures shall incorporate, at a minimum, those energy conservation measures identified on pages 25-4 through 25-7 of the Application for Development Approval The guidelines, and ~ .),:;.~ any subsequent revi,sions, shall be transl..itted to the City of 1'0 Boynton ;Beach for ~~view, and to the Treasure CQast Regional .," '"... .~~ .{ ~ff ')~anllin~' CO\Jnci:J.;~. .;l~;,~ ,I, f .,.li '~, - :.. 0 ., t.;~o;~1}:.q,,\ .oj' .' ,I f', i.,f ~~JJ,:, The developer shall construct' an additional two lanes on "W~li ......\ _.... j.1.~I"':. . .' ... I~l..l Northwe.t 22nd Avenue"from congress Avenue to Seacrest Boulevard \, ):.,.~ i~~. t including all intersection improvements at Northwest 22nd Avenue and Seacrest Boulevard within five (5) y~ars from the datp. of recordinq of the first plat Th is constr"ction Iftay be phased with po~tio~s o~ ~h. constructio~ required through the limits of each plat The construction shall include alr in~p~~p~tinns and the - ./ -10- bridge over the E-4 Canal, but not the widening of the existing __ JIiIl... bridge over 1-95 (24) The developer shall have construction plans and a right-at-way map prepared for construction by Palm Beach County of double left-turn lanes on the east and west approaches to the ...... lnter.ection of Congress Avenue and Boynton Beach Boulevard Surveys and design work shall be commenced within thirty (30) days after issuance of the Development Order by the City of Coynton Beach C9mpleted plans and the right-of-way map shall be delivered to the County within four (4) months after the date of the Development Order The developer shall contribute $141,000 00 to ~e Countv within thirty (30) days after construction contr~~t~ Arp awarded and construction has started f r (2S, "I The deYei'b'p.~sh'.il have a FeasibUity/Justification . I ~ I j j4.. ~ !_.."!" ~_..~tudy ~nd -tsublleqiJ.nt.~) .Snvironmental Impact ~tatement (EIS) ., ""'1'1 , (} -J' ... .~~ ~repared under a contract which shall be approved by the City of ~ Boynton Beach prior to execution of same, for an interchange between 1-95 and_Northwest 22nd Avenue The devel~~~r shall pay ~~ ~ to~200,000 00 of the cost of these engineering/environmental ~ studies... The Feasihi 11"~'/1...,t ~,f'1 ~ation Studv shall commence within thirty (30) days of. the i.ssuance of the Oevelooment Orde.J; and be _ ~ IJ.. completed within tw~ hundred (200) calendar days thereafter~The v~ tIS shall commence upon favorable review by the Department of Transportation of the Feasibility/Justification Study and be completed three hundred sixty-five (365) calendar days thereafter~ (26) w~n external trips aener~tprl by the pro;ect Py~PPrl 15,000 trips per day, the developer shall construct. or contribute ~ Palm Beach County the cost of constructing, two addition~l lands o~ Congress Avenue, bringing it to a six-lane capacity, from ~oynton Beach Boulevard to Hiner Road If this improvement is constructed by others at no cost t~ the developer and if neither the State nor Federal qovernmp.nt has indicated disapproval ot the 1-95 interchange at ~orthwest 22nd Avenue, the developp.r shall -11- ---~-."- ---------- contribute $900,000 00 toward construction of the interchange in lieu of said Congress Avenue improvements: provided, however, that ~ it the contribution is not required for the interchange due to the fact that the State or Federal Government has indicated disapproval, the developer shall provide $900,000 00 to the County to be used for improvements at the intersection of Boynton Deach Boulevard and Congress Avenue and at the intersection of Northwest 22nd Avenue and Congress ^venue to provide additional capacity required if the interchange at 1-95 and Northwest 22nd Avenue is not constructed The contribution under this cond~tion shall not exceed $900,000 00 except as that amount is adjusted for changes in the cost of living by a construction cost index using 1985 as the base year (27) The developer shall contribute !900,000 00, in excess of any contribution made pursuant to Condition 26 above, for rl~t- of-way acquisition and construction of an interchange at 1-95 and Northwest 22nd Avp.nue at such time that the funding is needed to commence with construction of the interChange .. also dedicate to the appropriate governmental aqencies any inci- The developer shall dental right-ot-way, ~t to exceed three acres, which is needed for the interchange and is located within the project boundaries If the interchange is disapproved by the responsible State and Federal agencie~, the developer shall contribute $900,000 00 to Palm Beach County for improvements at ~ne intersection of Congress Avenue and BOYnton Beach Boul~vard and the intersection of Congress Avenue and #, >. ":'\'~V"';~_t. NQ1:th...,.at".22n~ Av'tnue ",hen the project generates in excess of .~. . ~. '... ) 1 S;OOO -..,"unal, t.rips qaUr.. Tllis cont~~butioq shall not be I '#required in the event1that the $900,000 00 contribution required under Condition 26~.bove is allocated to improvements at these intersectiona The contribution under this condition shall not exceed $900,000 00 except as that amount is adjusted for changes in --- ----. - - -- .--.- the cost of living by a construction cost i~~ex _ usin~98~~s the "--'-'-' - base ~ -12- (28) The developer shall monitor project traffic generation annually be9inning atter development of one hundred thirty-two (132) acres (not including R-o-W, retention areas or preserve areas), and ahall provide that information to the City of Boynton Beach. Palm Beach County and the Treasure Coast Re9ional Plannin9 Council The methodology and scope of the monitorin9 effort ~hall be approved by the City in consultation with the County and the Treasure Coast Regional Planning Council The results shall be used to monitor compliance with Conditionn 26 and 27 above (29) The developer shall provide signalization 4nd turn lanes at the intersection of Congress Avenue and the project access road and at all project entrances on Northwest 22nd Avenue as necessary to mai~tain service level C , (30') Withi.n nJ.'n~ty (90) ,days of the approval of the Oevelopmen~.Order. dedicate to Palm Beach County the right-of-wa .,. ~ Miner Ro.d through the lim~ts of the Park Hiner Road appears as a 108 foot arterial on the County's Thoroughfare Plan (Jl) Within ninety (90) days Qf the approval of the . Development Order. dedicate to Palm Beach County the additional right-of-way for ~ W 22nd Avenue through the limits of the Park N W 2~~e..!l!Je aeP.~f_~. as .a 108 foot arterial on the County's Thoroughfare Plan (32) In connection with the r~quirement to set aside forty (40) acres of scrub abitat. within one hundred eighty (180) days of the approval of the Development Order provide for the City of Boynton Beach the legal description of the areas to be preserved (33) In connection with recommendation 6c which appears in the Regional Planning Council's report and recommendation. the developer shall provide for the City's approval, documents which will specify the nature of and responsibility for the continued maintenance and preservation of the forty (40) acre scrub habitat set aside -13- (34) The City ot Boynton Beach and niteco Development Co~po~.tlon agre. to the following items concerning a civic an~ non-recreational Impact Fee to be paid to the City la) The City will enter into a contract (hereinafte~ the .Contract.) with Or James Nicholas whereby Or Nicholas will p~epare a study (hereinafter the .Study.) with respect to civic and non-recreational impact fees - -- (b) Ooth Riteco and the City agree to be bound by the Study (c) niteco will fund up to $20,000 00 with respect to payments made to Or Nicholas under the Contract, said monies to be paid to the City upon execution of the Contract and approval of the Development Order (d) In the event that the development of the subject Project commences within J yea~s afte~ the issuance of the Development Order, Riteco will be given a credit for the amount funded by Riteco pursuant to this condition 34 Otherwise the amount funded will not be refunded to Riteco 1& Ie) Riteco will b~ entitled to review and comment on the Study as it progresses, and will be timely provided copies of all correspondence snd pther documents regarding the Study (f) The parties agree in concept that any impact fees be due and payable at the time of issuance of ceJtti.f.i.cate of occupancy and shall make such recommendation to Dr Nicholas (35) In addition to the water mains proposed to be constructed 1n Phase I as a part of project development east of the L WOO E-4 Canal, the developers of the Park will be required to extend the sixteen (16) inch water main proposed to be installed in N W 22nd Avenue eastward to High Ridge Road and then northward on High Ridge Road to tie into an existing sixteen (16) inch water main within five (Sl jears of the date of the approval of the Development Order ^lso, in order to clarify utility construction in Phase I, the following shall apply -14- (al Any Pa~k development east of the L WOO E-4 Canal will ~equi~e the con.t~uction of all Phase I utilities as shown on the maste~ plans lo~ utility const~uctionl and, (b) Any Park development west ol L WOO E-4 Canal will ~equire the construction of all utilities shown over that portion of Phase I plus an additional tie into the existing sixteen (16) inch water main on the west side of Congress Avenue at the project's northern entrance (36) The developers shall comply with the memorandum from Perry Cessna to Carmen Annunziato under date of October 23, 1984, which Memorandum is attached hereto as Exhibit "B" and made a part hereof ., (37) All water mains proposed are to be accessible from either 04,'1\ a paved street, drive~ay, or parking area ii"'''''' ,~ t~ ,...j '\ ,\ (38) The Park's;'developers shall dedicate to the City of ..!1. Boynton Beach, a twelve (12) foot wide utility easement parallel and adjacent to the Boynton Canal between the proposed water main canal_~ccessing aEd High Ridge Road a; (39) The Park's developers or assigns shall provide on-site security during all phases of construction in the construction areas (40) As it is the stated intention of the Park's developers to supplement municipal police protection with a private, centrally- located and housed, on-site security force, the fOllowing shall be ~equired a All security alarms to be installed within the Par~ are to be connected to the on-site security facility b It is required that the Park's developers submit to the municipal Police Department the research employed as a basis for vendor selection (41) N W 22nd Avenue shall be constructed with a landscaped median, and the developer shall submit to the City of Boynton -15- Beach, the landscaping and irric;ation plans for review and approval (42) Any of the Park'. internal rights-ot-way which arft public will be landscaped The landscapin9 and irrigation plans shall be submitted to the City for the City's review and approval, and subsequent maintenance shall be the obligation of the City (43) The City and the Park's developer shall make respective good faith efforts to comply with that ~ertain letter from Wade Riley to Peter Cheney, under date of October 22, 1984, which letter i. attached hereto as Exhibit "C" and made a part hereof (44) On or before the 15th day of February of each year, Riteco Development Corporation, or its successors or assigns, shall submit an annual report tor the preceding year to the City of Boynton Beach, the Treasure Coast Regional Planning Council, the State Land Planning Agency, and all eftected permit agencies, or their respective successors The annual report shall include (a) a complete list of tenants (and where applicable, t...~. their_~..pectiv~~[our Digit Standard Industrial Classification '" Codes) located in the development during the preceding year, together with a description of the activities and operations of each tenant and a map indicating their respective locations within the development1 (b) Changes in the plan of development or phasing for th~ reporting year and for the next year: \. (c) A summary comparison of development activity proposeq.. ~.n4 actpall{"conducted for the year: (d) UI1~evelop~d tracts of land that ,have been sold to a separate entity or developer Ie> Identification and intended use of lands purchased, leased or optioned by the developer adjacent to the original ORI site since the development order was issued; -16- (t) An assessment of the development's and local government's compliance with conditions of approval contained in the qRI development order; (g) Any known incremental DRI applications for develop- ment approval or requests tor a substantial deviation determination that were filed in the reporting year and to be filed during the next year, (h) A statement that all persons have been sent copies of the annual report in conformance with Subsections 380 06(14) and (16), Ylorida Statutes, and (i) A copy' of any notice o~ the adoption of a develop- ment order or the subsequent modification of an adopted development order that was r.cor~e~ by the developer pursuant to Paragraph 380 06(14)(4), Florie~ Statu~.s (45) The property shall be developed in a manner that support .. con.ervation and efficient management of energy resources pursuant to the Energy Element of the Comprehensive Plan of the City of Doynt9!:! Beach .. (46) The City Manager af the City of Boynton Deach is hereby designated as the local official responsible for assurin~ compliance with this Development Order Section S A copy of this Ordinance (Development Order) shall be transmitted to the Division of Local Resource Management, the State Land Planning Agency, Riteco Development Corporation (the owner/petitioner), and the Treasure Coast Regional Planning Council Section Ii This Ordinance shall become effective immediately upon passage FIRST READING this ~ day of December, 1984 -17- rO f~ SECOND READING and FINAL PASSAGE th ie / day of Oecember I 198" CITY OF DOYNTON DE>'ClI, FLOrUDA (~~ ,(. t . ".....,.., ............. " .? .......-1/1/.../ ~o YOn. . Vi~/# $-'" l C~,,-(!;'" C NCIL I-tE.t'1B n A~EST cti{(j.!~ ..4 .r ,1.ti, -. 113084dt ro.. 07///994 C E R T I F I CAT ION I, BETTY S BqRONlilCity Cle;rk of the City of Boynton Beach, Florida, do her. by certify that the above and foregoing .eventeen (17) page. is a true and correct copy of Ordinance No B4~Sl (with Exhibits A, B, and C attached), as it appears in the records of the City of Boynton Beach, Florida (SEALI -11)- -------~---------- EXIIIBIT "A" OVERALL BOUNDARY LEGAL DESCRIPTION A Tract of land lying partially in Sections 16, 17, 20 and 21, Township 45 South, Range 43 East, palm Beach County, Florida, said Tract being more particularly described as follows Commencing at the Southwest corner of said Section 17, thence North 1"14'39" East, along the West line o~ Section 17, a distance of 1318 10 feet to a point in the intersection with the centerline of N W 22nd Avenue, as recorded in o R Book 1738, Page 1686, of the Public Records of palm Beach County, Florida, thence with a>bearing of North 89"04'32" East, along the centerline of H W 22ild Avenue, a distance of 778 37 feet to the point of Beginning, thence North 1"44~39" Eaat, a distance of 1247 06 feet to the South right of way line of L WOO Lateral 211 thence North 89"08'49" Ea.t, along the SOuth right of way line of L WOO Lateral 21, as recorded in 0 R Dook 1732, page 612, of the Public Records of Palm Beach County, Florida, a distance of 635 93 f.et to the centerline of the L W D D EqualiZing Canal E-4 Canal, as recorded in o R Book 1732, Page 612 of Public Record. of Palm Beach County, Florida: thence along the centerline of the above described E-4 Canal with a curve to ~he righ~ having a chord bearing of North 10"32'52" East, .a radius 9t 759...QO ~eet, a central angle of 4 "04 '17", and an arc length of 5~ 29 ~eetl,thence pontinue along the centerline of the E-4 Canal, wit~ a,p.aring'Q~ North 12"35'00" East, a distance of 320 69 feet to. a point, of curve; ~tl~nce with a curve, to the'lleft having a radius of 6500 00, a central angle of 3"28'30", and an arc length of 394 23 feet: thence North 9"06'30" East, a distance of 1979 16 feet to a point On the North Line of Section 17: thence with a bearing of North 89"16'39" East, along the North line of Section 17, a distance of 1964 50 feet thence South 0"02'11" East, a distance of 2615 18 feet: thence North 89 08'49" East, a distance of 368 96 feet to a point on the North right of way line oC~ W 22nd 'AVenue.aa recorded in 0 R Book 1738, Page 1686 of the Public Records of Palm Beach County, Florida thence South 19"27'31" East, a distance of 50 00 feet to the centerline of N W 22nd Avenue; thence with a curve to the right having a chord bearing of North 75"29'49" East, a radius of 1637 02 feet, a central angle of 9"53'58", and an arc length of 282 85 teet to a point thence North 12 02'41" East, a distance of 915 72 feet: thence North 0 31'11" East, a distance of 399 70 feet: thence North 89"12'37" East, a distance of 413 21 feet: thence South 00"22'56" East, a distance of 1349 70 feet to a point on the West right of way line of the Seaboard Coastline Railroad: thence South 0"28'21" East, along the West right of way line of the Railroad, a distance of 1309 09 feet to a point on the centerline of N W 22nd Avenue, thence North 88"27'31" Weat, along the centerline of N W 22nd Avenue a distance of 672 97 feet: thence South 0"33'53" East, a distance of 1306 69 teet; thence South 88"45'31" East, a distance of 333 51 feet to a point on the West right of way of the Seaboard Coastline Railroad; thence with a bearing of South 14"08'23" West, along the West right of way of the railroad, a distance of 1312 49 feet: thence South 0 33'53" East, . distance of 26 69 feet, thence South 13"15'22" West, a distance of 920 57 feet: thence North 88"50'04" West, a distance of 187 60 feet; thence with a bearing of North 0"49'21" West, a distance of 200 00 feet: thence North 88"50'04" West, a distance of 218 00 feet: thence South 0"49'2," East, a distance of 200 00 feet, thence North 88"50'04" West, a distance of 40 00 feet; thence South 0"49'21" East, a distance of 556 84 feet, thence North 88"50'04" West, a distance of 3617 26 feet to a point on the centerline of the above described centerline of the E-4 Canal; thence with a bearing of North 5"18'14" West, a distance of 153 13 feet, thence with a curve to the right having a radius of 450 00 feet, a central angle of 15"36'44", and an arc length of 122 62 feet thence North 10"18'30" East, a distance of 908 60 feet to a point of curve thence with a curve to the left having a radius of 450 00 feet, a central angle of 18"20'00", and an arc length of 143 99 f~etl thence with a bearing of North 8"01'30. West, a distance of 1255 14 feet to a point on the centerline of N W 22nd Avenue thence with a bearing of South 89"04'32" West, along the centerline of N W 22nd ~venue a distance of 817 85 feet more or les8 to the Point of Deginning Containing 591 55 acres more or less and subject to easements and right~ of way of record . \ ( MEMORANDUM October 23, 1984 TO: Hr Carmen s. Annunziato Director of Planning RE Boynton Beach Park of Commerce The ~pprov&l of this development .s related to their lift station configuration should specify that at the time of pl'lnning the first phase .ast of the E-4 Canal, that the developer's engineers will present to the City,. study to show whether lift station #3 on their master plan can be deepened and/or relocated in such a manner as to eliminate lift station #2 for the nort~ east section of the develop- ment Based upon a review by the City staff and City's engineers, the design will be finalized prior to approval of the plans for lift station 4tJ and its gravity collection system >f ---:1.~.~ ~'tc Director of Utilities apt CYlr.w.rr- "{1 \, --- --~.---_._~-- ."'il" 20 I , lJltUo \\.ut Lan'. .a Road Lant'A" Florid. 33462 1"*'.. C30SH33-G902 RITECO DEVELOPMENT CORPORATION October 22, 1984 Citj of Boynton Beach POBox 310 Boynton Beach FL 33435 Attn. Hr reter Cheney, City Manager Dear Hr Cheney. Riteco Development Corporation would like to enter into discussion with the City of Boynton Beach regarding the possiblo exchange ot property This oxchange would involve the City owned property located at the intersection of N W 22nd Avenue and Seaboard Coast Line Railroad Riteco would propo.e to u.. properties located within the Planned Industrial District located in the same area This exchange would be done on a value for value basis with said values being mutually acc.ptGb~e to both parties It this concept meets with your approval we would be pleased to meet with you at your earliest possiblo convenience Sincerely C..h.-k.. RJ{L.1tl Wade Riley Vice Presi nt wn/9d eel Hr Carmen Annunziato ... ~n-"L" Appendix C Quantum Park Groundwater Monitoring Plan ~ QUANTUM PARIC GROUNDWA'l'ER MONITORING PLAN Prepaxed for. QuaD~u. Aaaoc~.t:.e Fort: LaudeMa1e. F1.or:14a Prepared By. "eource BlagiDeertng and Pl.aDning. Ine. ...t: Palla Beach. F1.or~4a Ju1y. 19.7 ; \ Introduction , Quantum Park is a proposed commercial, industrial, and office park in Boynton Beach, Florida, which is to be developed in accordance with a Development Order (DO) approved by the Treasure Coast Regional Planning Council and the City of Boynton Beach. The DO stipulates that Quantum Park prepare an early warning monitoring plan for hazardous materials to be approved by the South Florida Water Management District (SFWMD). As part of the hazardous materials response plan, a plan which identifies the groundwater monitoring strategy at the site is to be developed. On June 4, 1987, representatives of Quantum Park contracted Resource Engineering and Planning, Inc (REP/lnc.) to prepare the groundwater monitoring plan in accordance with SFWMD guidelines. The purpose of this plan is to present recommendations and guidelines for groundwater monitoring which are developed from site-specific information. This will include a description of o Site Plan General Topographic and Drainage Characteristics General Soil and Hydrogeological Characteristics Location of Proposed Monitoring Wells Construction Details for Monitoring Wells Analytical Parameters to be Tested Sampling Frequency and Quality Assurance Laboratory Requirements for Sample Analysis o o o o o o o The overall hazardous materials response plan is included here by reference and should be reviewed for situations not addressed in this report. Site Description Quantum Park straddles Northwest 22nd Avenue between Congress Avenue and Interstate 95 in western Boynton Beach, Florida. The park is bounded on the south by canal C-16 of the Lake Worth Drainage District (LWDD) and to the north by High Ridge Country Club. In all, the site occupies 560 acres in Sections 16, 17, and 20, Township 45 South, Range 43 East. Figure 1 presents the location of the site from the Lake Worth Quadrangle of the United States Geological Survey (USGS) 7~ minute topographic map series. Of the site area, approximately 153 acres are zoned for industrial development, 146 acres for office space, 30 acres for commercial development, 123 acres for preserve, open space, lakes and wetlands, 46 acres for research and development industrial, and 17 acres for a city park. At present, the site remains largely undeveloped, with the exception of road work and initial construction on an industrial parcel in the southern portion 1 ~Il~: ":,!:'~;I:.: . ft . ..r. ~ ~it1) ... :f' \ \ ~JUI n .... l.~~:'~~~' ~1~""~1J~~' - · \ "i\1.~ ,;' ~ : . '. c I :" '0.. I' fUt:; : t-!C'J ~: ~:.. ~.. , . . . ~ i. . r- . 1"1" ~:: ~ Ii. :~. . .:.. .. - f" · I.~ .. ~. J..Ii i ~...JI, . n.. ... . .. . r I '1-'-'. .. ;)r~t( .~:. . ." a: f . >> L.;.:.. . LAln'AJlA · .... ... . .', <C;Y'" r \ )i'> (:.1 ] :/-: ,'-:~ l;'" T~\ . I ....I!! . T. - · :: i D j... (I: I ': .' ~~: ';,,\ i; :.- \ !jj :" ~I, )' 'J~{" Jj1".i. ~-- \ -- ~ '''II : ' oil g. n. I ;lz:l/I, II/ .. . f' )~J I . ( , , , .111 <ll \ ' (f.) !\1 I;'; fl!tl * .. I'. "Y r f': 1'~- I ." - It'.... ;-.,J 7 - -. - ,'-' ) 4-f-JJ ~J 'Y,' ...,. _, . ~'."_ · ... , n ',', ~. I '~;. ,- "! . "': ; r~i?'" , 1 i ~ . if. I ''"'\i : ~-"l p_:' ~ r~. n"" . _ ;.; --c~-.::,:~ ~ \. ( , :I.. i'~. ( ,'\ .. \I~, , I (' !J U 7 lHypo\wto,. _j B I J I -. /,/1;;. ) ': \ \ I] ~'~ '} J:I :,i I ~ :_ ~ I " I.' ,f ! Ij ~ . E I. rf J.f _ .._ ~.~ ~I . - ~- ~ I \ ~ - "":J -0 f \,f / / . 1".^J.f ,,"- - lCl ',~ ~ =, , ~ - i.. 4,\ \. ~ ~,: I _ j' : 1 : L I i r! ( It ". ~ r I - ;~- "~-:... 'r - - } ---- -~ ~ V.'{1rr !r~';' V.-I.-I-l j' JI .," 01 ...'J }. 1 _~ 0 ,!, J it :n/i /11; ,-". f f ~,- . ..L I I z: - ! -, I I : ,/I . . 'Att ; n j ~! I e I' .: - -....11 ~ -~~ l L__~~.J _ I ;~ ~.l1 ; ~~' I~ If ~--~ ,~~~~ i'-.s;~iL'12'L_~ :::J. ' I ( () . ~ f -'-:T"1'7 IOtHTON p:A.... ./ aJiIt1', BOY rl c: I -, 0: '3 'J n - -i ~J:=1 ! ~K;",' , e~___I' , . I I Ill'" I ~! -1- -......;.' .' > ',. c ~ . 'j' . , . ~ L, . ' ~ I .If oC I _ - i~ ~!: ~~I vi. ~ ~d';igenu': '21 15 I · 'I - -:!J 17"'l .r ~ IJ - ':'J I - ,-- - \' \ I :.~ ; I i"'r__ _ lJ. .. / f" !/~ I I ~__f _t.., I ~II ,- =--7;" ,! 1/,'0,; ~~;,. -;~ :'1"-;--' I i Q l' . ,- .-.:- \ I I , I ' I - ~ - I ... J l ' .. I.... !C ~ .' , I J '. ;~ ~ :.. . r I' 4" I o " , ' .'. ~ I -~,~--I::.. it Hi ".J I o ~I 0 ," __:, ~\ ,: :\1, i ( y, - l "4'''; lff~' '. r - ~ I . I 1 _ 1'''1' ' -. ~.-~ I ~ - -j '0 ',i: . .~ __~'i -"1 '.~~ r::1:- ~ : 11 ~ , . -./ :r.. '\ I~'til (!..t:,..-.~' --I-l--'.......i . j i ~. r:' ) IV. ~11 -I');. Y'~~' T f TIJ! , "' ~ ,. ~ I 'U ; i~ ~_~J:""""- i --+\" , ~ \ ..(711\\> 'ff \ . :, ~i' , \ itt~:-LLb ~ f. ~ ~~ j ~ ...--:::=. ~.... ~ i \j .1.1: ' ',Jo. - (__ ,,,", -.-: ,,-:;.l ~1f l.~ " ~v ! "4J'#' . ;. (r ... "J 1 IU 1 ,.... I Ir I I ~# / ( l' .J ~ ~.. , ! 7 f I' '~.(~ I ~ -~, -. /' 0,' . )'] ~ '\, \ "":-~:. {(1 \ tl ! .f...... -...- l_.;- ~ ( / \ Ij -:, ~~ ~o~, 2~ ~-. ":-.ri f) 'i A\ '\ -~~1.1'il ~ -';J~ ~"il:41- ~~. ~2',) i !: ' (II ,1\ '~-I ~ "'. \ .J..;fr J ' , ~,' -~ . la, '~.-~a.-~h \\ i I~'\ ., ,~~ r~- -, i - ; v-'~' .:1 f " ~_~.!n.~:~;1.fi1 ' ~ I ;\ ~~1 ~ ,.' ....j ~ ._.1.. J i ~.I;"::1 ~ (~ ~ 1 "..,.......-., ~, ,I '4 _ n ~,' IIl- - t,.1;; I 1U4~: "".i., .' ~/;;::'~,~." ~:().~ :~f.i. ,\ \ W \ ~..-: ~ -. ;,; l ' ~ r-t, I ~i ~S~E/~ 2(~~~ \ .~: t, UII ~(: ~ ,~ I~"~ t FtriJij., ~ ;~~. ~ :i - j'._ ".0{ ~_- ~__ ..~ '''-',: l., 1~ \~ .~." r I..... ,._ ~ -0; :.-.--'. _ "~_.75;,.."~ :Ii;':-~ ;,-,.-(--lr Figure 1: Site Map for Qua~tum_ P~!.k Quantum A..oelat.. _. _ ._,. L.,..,...,.. 1-" ~.. ':'j :& ":, " ,I -.. ~I ~\ ~~ ,. ~ ~ ,~ - -- . ~ ~ .... _.. ""'fl11f' r"'f~'k ----- ) r / ) _lAl~~ ~--'~ \.-: 'IJ ' ):0$ -ri. { 1( _ :.1 ~\, " ~ r9~- () r-- :~'::J . . . ~.. I" .'. o.c. ;;. -. RESOURCE ENGINEERING AND PlANNING. 'Ne .... -- ---- ---.--.- "., -..- -..~ " "'M"':'rl",'r" P T' ,...,' -~H T 1r"111 -=-:" . I :. ~ r~.r -~.~ ---- ._--~--- -~-- General Topographic and Drainage Characteristics With the exception of the eastern portion of the site, QuAntum Park occupies a nearly level low-lying area west of the Atlantic coastal ridge. Surface elevations of the central and western portion of the site are between 7 and 20 feet above National Geodetic Vertical Datum (NGVD). The coastal ridge occupies the eastern third of the site, where the surface elevation is between 20 and 43 feet above NGVD. The general drainage of the site is poor Precipitation which falls on the site percolates into the ground or drains west - southwest off of the coastal ridge to LWDD Lateral Canal C-16 to the south, or LWDD Equalizing Canal C-4 to the west. General Soil and Hydrogeological Characteristics Soils of the coastal ridge within the park consist of the paola and St. Lucie sand complexes, which are characteristically well drained soils with slopes of 0-8% Other areas 20 feet above NGVD in the park consist of these two soil types or the Pomello fine sand complex, which occurs on low ridges or knolls with slopes of 0-5% The low-lying areas of the park consist of the Basinger and Myakkan depressional soils, or the Basinger fine sand complex These two soil types characteristically are poorly drained fine grained sands which occupied grassy sloughs in the eastern portion of Palm Beach County prior to development. The isolated depressions within the park consist of the Okeelanta or Sanibel mucks, which are characteristically very poorly drained organic soils, and are commonly under water for at least a portion of the year. The Quantum Park site is underlain by 320-340 feet of generally unconsolidated sand, shell, and clay of the Anastasia and Fort Thompson Formations of the Pleistocene. These formations comprise the sediments of the surficial aquifer of eastern Palm Beach County and are underlain by indurated calcareous clays of the Pliocene. Groundwater flow direction beneath the site is assumed to be east or southeast The proposed monitoring wells will be used to develop water table contour maps for the wet and dry seasons. The average transmissivity of the surficial aquifer sediments is 100,000 - 300,000 gallons/day/foot, with an approximate rate of flow of 25-30 feet per year, excluding outside influences. Water quality beneath the site is unknown, but is thought to be good, despite a high iron and hydrogen sulfide content, and may be potable with a minimum of treatment The sources for the above soil and hydrogeological characteristics are the Soil Survey of Palm Beach County, USGS Water Resources Investigations Report No 67, USGS Water- Resources Investigations Report No. 86-4067, and the Report of the Wellfield Protection Ordinance Subcommittee published by Palm Beach County. 3 Location of Proposed Monitoring Wells t It is proposed that nine (9) monitoring wells be constructed in the areas of greatest industrial activity to provide an effective means for early detection of any groundwater degradation in these areas. The industrial and research/development parcels are concentrated in the southern and northeastern portions of Quantum Park, and it is proposed that the monitoring wells be constructed in these areas to evaluate any impact from industrial activity. Figure 2 presents a site plan of Quantum Park with the nine proposed monitoring well locations and the numbering scheme used in this plan These well locations are essentially the same as those proposed by the SFWMD, and are felt to be adequately arranged to provide reasonably early detection of groundwater degradation in the industrial areas of the park. All attempts will be made to install the nine monitoring wells out of the way of proposed development and construction. Should it become necessary to abandon a well due to impending development of the particular parcel, an alternate monitoring well will be similar to those of the original well. The abandonment of the original well and the installation of an alternate well will take place only after the approval of the S FWMD . Monitoring Well Construction Details The ground surface elevation at the nine proposed monitoring well locations varies from approximately 10 feet above NGVD to 25-35 feet above NGVD. Given this condition, the terminal depth below land surface for the wells will vary to facilitate a screened interval in all wells of approximately 5 feet above NGVD to 10 feet below NGVD. All nine wells will be constructed in similar fasion. Bore holes will be drilled using hollow stem augers Well casings and screens will be constructed of 2-inch diameter flush-thredded schedule 40 polyvinylchloride (PVC) pipe Each bore hole will penetrate to a terminal elevation of approximately 10 feet below NGVD. Well screens will consist of a fifteen-foot section of slotted (0 02 inch slot) 2-inch diameter PVC pipe The well casing will be inserted through the auger stem into the borehole and, as the augers are raised, the annular space between the borehole and casing packed with washed medium-coarse grained (6- 20 grade) sand. Sand pack will continue above the top of the screen for a minimum of one foot and a maximum of two feet The sand pack will be topped with a two-foot thick bentonite seal, and the remaining space filled with a bentonite-cement grout Any exposed portion of the casing above ground surface will be covered with a 4-inch diameter steel guard pipe with hinged locking cap. If any wells are completed below grade, a steel meter box will house the well head, which will be fitted with a cap and a locking strap Figure 3 presents a typical monitoring 4 .1 -.. ,.. ~ ;J~~ ..-c:-. ~_ t:-- o=' ) OJ ~ :\1 : .11 r! ,.., ~I ~l- I I1n"~- r j ~ ~~~ I :'J h ' / '--_u- ,. ... .,~ 1 ""'1...... : -1' t.n;;:-.n.., ! ~~o : .."n}f ~; i ,...,!bo ~ - nn~~' ~ !I n . :t -- KEY PLAN LEGEND MSN ..... 0_- I - ~C_ H. /-10'-1 ......- .-- ...,<<. __ C.......cW .... ~ ::.:.... ..... _. --CI -.-- .-- 'U,e. ---..I __.6 _.._--.. ....1_. I --- --. ---.,; c..... ........ no. , I ...- -'-- "'. ~..- ; -.....- ...- ......... .. - =:3 (..... r... .,.... , --- ..... I -J -. Ul.. I ----~ 141141 _0.. r --< -... -.-. ,-~_..... l ~ Figure 2: Quantum Aa.oclat.. RESOURCE ENGINEERINO AN~ I'I.ANNINO. INe Propo..d Monitoring w.n Locetlon., Quentum P.,. .___,__.~ \ ....... ---- -----------------.----- 'E P"C CAP 0'\ PLUG .. " _ ~/8' OIAtJ v./EEP t\OLE ,; OI(>.tJ. SlEEL CAS\NG WI \"IINGEO. LOCKiNG C(>.p CEtJEN1-aEN10N\lE GROUl o . o ... " .- ~ ~ tal i C SOIL; :~~... :~t::~m: -~~~. ~"t '2 p\lC RiSER pIPE aEN10NIIE SE(>.L l\"lRE(>.OEO FLUs\"I JOINlS (f~"E,"OS 'lI","pPEO TfE T ,"pEl SANO P ACY-.. '2 p\lC WELL SCREEN fi9ure 3 ,.yp~ea~ ~n~~o~~n9 ~e~~ con.~rue~~on oe~a~~ well construction detail for the Quantum Park site. t All monitoring wells will be installed by a well contractor licensed in the State of Florida. All wells will be developed by pumping prior to initial sampling. The top of casing elevation of each well will be determined using an engineer's level and stadia rod. Table No. 1 presents the overall depths for the nine monitoring wells for the site. Analytical Parameters to be Tested Groundwater samples collected from the nine monitoring wells at Quantum Park will be analyzed for the following parameters: General . Water Level Elevation Prior to Sampling (NGVD) pH Conductivity Chloride Alkalinity Total Organic Carbon Chemical Oxygen Demand Nitrate Nitrogen Nitrite Nitrogen Ammonia Nitrogen o o o o o o o o o Trace Organics o EPA Method 601 (See Appendix 1) o EPA Method 602 (See Appendix 2) Total Metals o Arsenic o Barium o Cadmium o Chromium o Lead o Mercury o Selenium Sampling Frequency and Quality Assurance The nine monitoring wells at Quantum Park will be sampled following initial development and tested for the parameters listed above to establish baseline conditions at the site prior to cons~ruction. Following this initial sampling, the wells will be sampled once every six months with the results of each sampling forwarded to SFWMD by Quantum Park upon completion. These semi-annual sampling events will be scheduled to correspond with the wet season/dry season cycle of South Florida These seasons are roughly defined as June-October (wet season) and November-Hay (dry season). 7 Well No. 1 2 3 4 5 6 7 8 9 t TABLE NO. 1 CONS'1'RUC'l'ION DEP'l'HS FOR QUANTUM PARK MONITORING WELLS Approx. Ground Elevation 12 feet above NGVD 15 feet above NGVD 10 feet above NGVD 20 feet above NGVD 30 feet above NGVD 17 feet above NGVD 22 feet above NGVD 22 feet above NGVD 22 feet above NGVD Terminal Depth Below Ground Surface Screened Interval 22 feet 7-22 feet 25 feet 10-25 feet 20 feet 5-20 feet 30 feet 15-30 feet 40 feet 25-40 feet 27 feet 12-27 feet 32 feet 17-32 feet 32 feet 17-32 feet 32 feet 17-32 feet 8 --'---~- --_._~--_._-------- It is recommended that all sampling of the proposed monit~ring wells be conducted in accordance with an FDER-approved Generic Quality Assurance/Quality Control (OA/OC) Plan. This provides assurance that sampling is conducted in an approved manner and ensures to the extent possible that samples are representative of groundwater conditions. Laboratory Requirements for Sample Ana1ysis As with sampling procedures. it is recommended that laboratories which receive samples from Quantum Park are Department of Health and Rehabilitative Services (DHRS) certified and that they have an FDER-approved Generic OA/QC Plan. This is to ensure that sample containers received from the laboratory have been cleaned according to FDER guidelines and that laboratory procedures are conducted in accordance with standard methods specified by the FDER and the United States Environmental Protection Agency. 9 APPENDIX 1 LISTING OF BPA 601 SBRIES CONSTITUENTS Bromodichloromethane Bromoform Bromomethane Carbon Tetrachloride Chlorobenzene Chloroethane 2-Chloroethylvinyl ether Chloroform Chloromethane Cis-1.3-Dishloropropene Dibromochlenomethane 1,2-Dichlorobenzene 1.3-Dichlorobenzene l,4-Dichlorobenzene Dichlorodifluoromethane l,l-Dichloroethane l,l-Dichloroethene trans-l,2-Dichloroethene 1,3-Dichloropropane trans-I,3-Dichloropropene Ethylene Dibromide Methylene Chloride Tetrachloroethylene l,I,2,2-Tetrachloroethane I, 1, I-Trichloroethane 1,I,2-Trichloroethane Trichloroethylene Trichlorofluoramethan Vinyl Chloride 10 ~ APPENDIX 2 LISTING OF BPA 602 SERIBS PARAMBTBRS , Benezene Chlorobenzene Ethylbenzene Toluene o-Xylene m-Xylene p-Xylene 11 ~ ... MEMORANDUM 11 October 1988 TO: Peter L. Cheney, City Manager FROM: Carmen S Annunziato, Planning Director RE: Hazardous Materials Contamination Response Plan for Quantum Park Accompanying this memo you will find a copy of the above mentioned response plan. The Plan has been reviewed by the appropriate City Departments and by affected state and regional agencies, and com- ments have been incorporated As noted in the letter of transmittal, Quantum Associates is request- ing that the Plan be approved by the City Commission This is a requirement of the Development Order approving the project To that end, please forward this request to the City Commission for their approval. Thank you c~~c ~ CARMEN S A~NZIATO /csd cc: John Guidry Ed Allen Central File 7~~ I If f1i7 I J ._ Ii.\...a '\II Reply To Fort Lauderdale Office QUANTUM CORPORATE PARK October 5, 1988 Mr Carmen Annunziato City Planner City of Boynton Beach 211 South Federal Highway Boynton Beach, Florida 33435 Re Quantum Corporate Park Dear Carmen I have enclosed herewith what purports to be the final draft of the Guidelines for the Preparation of Tenant Hazardous Materials Contamination Response Plans for Quantum Corporate Park The ori gi na 1 Pl an was sent to the South Flori da Water Management Di stri ct, Treasure Coast Regi ona 1 Pl anni ng Counci 1, the Ci ty of Boynton Beach, and the director of the Palm Beach County Division of Emergency Management As you can see from the enclosed correspondence, each of the governmental agencies have responded with comments and suggestions The enc 1 osed Pl an refl ects changes made in accordance with these comments and suggestions Accordingly, we feel that the enclosed Plan is ready for city approval Quantum Associates request that the City of Boynton Beach adopt and approve the Guidelines for the Preparation of Tenant Hazardous Materials Contamination Response Pl ans, as prepared by Quantum Associ ates, for Quantum Corporate Park Of course, should you have any questions or comments, please do not hesitate to contact me ""~' Yours very truly, RECEMD ~ 't 1988 ~<<<<~N~ BEf>T STEVEN W DEUTSCH ---------- - SWD dlm Encl A Deutsch/Ireland Properties- cc Mr George W Zimmerman Melvin Simon Joint Venture David S Pressly, Esq The 110 Tower. 21st Floor. 110 Southeast Sixth Street. Fort Lauderdale Florida 33301-3415 Broward (305) 763-8888. FAX (305) 763-8996. Palm Beach (407) 734-3555 · Dade (305) 945-8110. 800-4215114 The Building. 1125 Northeast 125 Street. North Miami, Florida 33161 (305) 891-6806 · FAX (305) 895-8241 tf~ /7~ QUANTUM .... PARK FEDERAL EXPRESS April 6, 1987 Ms Heidi M Schloss Permit Technician IV Regulatory Administration Division South Florida Water Management District POBox V 3301 Gun Club Road West Palm Beach, Florida 33402 Dear Ms Schloss Re Permit No 50-01503-S Quantum Park at Boynton Beach, Palm Beach County Section 16, 17, 20 and 21, Township 45 South, Range 43 East I have enclosed herewith a revised Guidelines for the Preparation of Tenant Hazardous Materials Contamination Response Plan dated April 2, 1987 Please note that the revised Guidelines enclosed herewith reflects changes made in accordance with your letter of January 2, 1987 addressed to me Please review this revised Guidelines and, as we would like to begin infrastructure improvements immediately, contact me with any comments or questions you may have Your prompt attention is most appreciated Yours very truly, ~~~h SWD j gm Enclosure CC David S Pressly, Esquire John Flanigan, Esquire 2455 EAST SUNRISE BOULEVARD . SUITE 1106 . FORT LAUDERDALE. FLORIDA 33304 BROWARD (305) 5645114 . PALM BEACH (305) 734-3555 QUANTUM ~_~ PARK April 6, 1987 Terry Virta, A I C P Treasure Coast Regional Planning Council 620 South Dixie Highway P 0 Drawer 396 Stuart, Florida 33495-0396 Re Guidelines for Preparation of Tenant Hazardous Materials Response Plan - Quantum Park at Boynton Beach Dear Mr Virta I have enclosed herewith a revised copy of the above referenced Guidelines for your review These Guidelines have been revised in accordance with your comments, as well as those of other governmental agencies having jurisdiction over same Should you have any questions or comments please do not hesitate to contact me Yours very truly, ~4!l-u Steven W Deutsch SWD j gm Enclosure CC Mr George W Zimmerman David S Pressly, Esquire 2455 EAST SUNRISE BOULEVARD . SUITE 1106 . FORT LAUDERDALE, FLORIDA 33304 BROWARD (305) 564-5114 . PALM BEACH (305) 734-3555 QUANTUM ':"_,_. PARK April 6, 1987 Mr Herbert H Environmental Department of POBox 3858 3301 Gun Club Road West Palm Beach, Florida Zebuth Coordinator Environmental Regulation 33402-3858 Re Guidelines for Preparation of Tenant Hazardous Materials Response Plan - Quantum Park at Boynton Beach Dear Mr Zebuth I have enclosed herewith a revised copy of Guidelines for your review These Guidelines accordance with your comments, as well as those agencies having jurisdiction over same the above referenced have been revised in of other governmental Should you have any questions or comments please do not hesitate to contact me Yours very truly, J~ Steven W Deutsch SWD j gm Enclosure CC Mr George W Zimmerman David S Pressly, Esquire 2455 EAST SUNRISE BOULEVARD . SUITE 1106 . FORT LAUDERDALE, FLORIDA 33304 BROWARD (305) 564-5114 . PALM BEACH (305) 734-3555 QUANTUM _ ,__ '-- PARK _.-'~~~-.,...,~ April 6, 1987 David S pressly, Esquire Moyle, Flanigan, Katz, Fitzgerald and Sheehan Box 3888 West Palm Beach, Florida 33402 Re Guidelines for Preparation of Tenant Hazardous Materials Response Plan - Quantum Park at Boynton Beach Dear David I have enclosed herewith a revised copy of the above referenced Guidelines for your review These Guidelines have been revised in accordance with your comments, as well as those of other governmental agencies having jurisdiction over same Should you have any questions or comments please do not hesitate to contact me Yours very truly, /U Steven W Deutsch SWD j gm Enclosure CC Mr George W Zimmerman David S Pressly, Esquire 2455 EAST SUNRISE BOULEVARD . SUITE 1106 . FORT LAUDERDALE. FLORIDA 33304 BROWARD (305) 564-5114 . PALM BEACH (305) 734-3555 QUANTUM :'.;/,,-".' _, .... PARK -~.__.. April 6, 1987 Mr Carmen Annunziato Planning Director City of Boynton Beach 120 N E 2nd Avenue Boynton Beach, Florida 33435 Re Guidelines for Preparation of Tenant Hazardous Materials Response Plan - Quantum Park at Boynton Beach Dear Mr Annunziato I have enclosed herewith a revised copy of the above referenced Guidelines for your review These Guidelines have been revised in accordance with your comments, as well as those of other governmental agencies having jurisdiction over same Should you have any questions or comments please do not hesitate to contact me Yours very truly, ~~w0L Steven W Deutsch SWD jgm CC Mr George W Zimmerman David S Pressly, Esquire 2455 EAST SUNRISE BOULEVARD . SUITE 1106 . FORT LAUDERDALE. FLORIDA 33304 BROWARD (305) 564-5114 . PALM BEACH (305) 734-3555 ~ QUANTUM '--=- PARK April 6, 1987 Mr B T Kennedy, Jr Director, Palm Beach County Division of Emergency Management 3723 Belvedere Road West Palm Beach, Florida 33406 Re Guidelines for Preparation of Tenant Hazardous Materials Response Plan - Quantum Park at Boynton Beach Dear Mr Kennedy I have enclosed herewith a revised copy of the above referenced Guidelines for your review These Guidelines have been revised in accordance with your comments, as well as those of other governmental agencies having jurisdiction over same Should you have any questions or comments please do not hesitate to contact me JZV;:;' Steven W Deutsch SWD j gm CC Mr George W Zimmerman David S Pressly, Esquire 2455 EAST SUNRISE BOULEVARD . SUITE 1106 · FORT LAUDERDALE. FLORIDA 33304 BROWARD (305) 564-5114 . PALM BEACH (305) 734-3555 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION SOUTHEAST FLORIDA DISTRICT \tl'll~ ;'"d~l1; .t~~ '~~..------- . i r-. 'ta I (; , ~. ....! I "'<4', ; F\ot~ BOB MARTINeZ GOVeRNOR P O. BOX 3858 3301 GUN CLUB ROAD WEST PALM BEACH, FLORIDA 33402.385B DALE TWACHTMANN SECRETARY J. SCOTT BENYON DISTRICT MANAGER January 28, 1987 Mr. Steven W. Deutsch Deutsch Ireland Properties 2455 East Sunrise Blvd., Suite 1106 Ft. Lauderdale, Florida 33304 Dear Mr. Deutsch: RE: Boynton Beach Park of Commerce Guidelines For The Preparation Of Tenant Hazardous Materials Response Plans After reviewing the above referenced plan, I have the following comments. Overall, the plan appears to be good with all areas of concern generally covered. A few minor points may need some clar- ification. A distinction should be made between hazasrdous mater- ials and hazardous waste. Although both can be equally damaging to the environment if improperly handled, the Department of Environ- mental Regulation permits and regulates the storage and transport of hazardous waste but not hazardous materials. References to 40 CFR Parts 260-265 would only apply to hazardous waste since only waste is covered by the regulations. Financial responsibility (pages 13-15) as used in 40 CFR Part 264.140-150 is such an example. It deals with hazardous waste but does not require coverage for hazardous materials. Co,' (l'.r ~ X \.\&l5 h/r'7 f P' Although "Surface Water Management System" is not defined on Figures 4, 5 and 7, discharge from oil/water separators should not be directly to the project lake system since many pollutants are dissolved and not removed by such a separator. Section 4(12) of Development Order 84-51 (D.O.) does waive the requuirement for the retention of the first inch of runoff for depressed truck wells. However, it also specifically requires that "Parking areas and roadways to the truck wells shall be designed to divert runoff to storage and exfiltration systems on-site prior to discharge into the surface water management system". This requirement does not seem to have been achieved by the designs on Figures 4 and 5. Protecting Florida and Your Quality of Life Mr. Steven W. Deutsch January 28, 1987 Page 2 "Process Area And Surface Water Control Containment Area" is not defined on Figures 6 and 7. If it is an area where hazardous materials are used, handled, stored or displayed, then direct discharge to the surface water management system from the oil/water separator as illustrated, is prohibited by D.O. Section 4(16). Please clarify these points for me. Thank you for this opportunity to comment on your plan. If I can be of any assistance, please do not hesitate to call me at (305) 689-5800. Sincerely, Herbert H. Zebuth Environmental Coordinator cc: Scott Benyon Carmen Annunziato Daniel M. Cary Robert McVety John Outland Robert Kukleski f, '''It;:p''''F::;';\'P"' '-, ~\..U U I \'::; COQ.(t r- regional planniQ9 council st. lude . martin .... , l ~ ,- - :..,. i -' {.., i~ ' I- I- I .~ . 1 t" L '-. . . , t f' , . ;,[1' L. "" [. t ,;- F -.. " [ :- r N . ! tJ I t:.J IF; .. ~ I. f;- f' "-.! i ~ t: :~~ .- , January 22, 1987 Mr Steven Deutsch Deutsch Ireland Properties Suite 1106 - International 2455 E Sunrise Boulevard Ft Lauderdale, FL 33304 Subject Dear Mr Building Approval of the Hazardous Waste Continuation Plan Deutsch Please excuse the delay in my response. and offer these comments cc x"-- '. ,_', ;-....4 ~?':~l _'.. .._..~ _" ~..~ However, I have reviewed the plan 1 2 3. 4. 5 6 On page 2, second paragraph, state, page 4, second paragraph, needs some discussion as to how isolation will be achieved, page 4, 1 as t paragraph~ it is uncl ear how a curb coul d contain a spill in an adequate manner, page 5, second paragraph, seems to assume that disposal would be done in a proper manner, page 8, first complete paragraph, should have some test to ensure both liners didn't fail before waiver of a monitoring well, page 10, second complete paragraph, there should be some mention of contamination other than oil, page 13, last paragraph, the Coas t, and the sentence that ends at the top of page 15 is not complete t' ~"I> l:~" 7 J. t ~o '1 ~; h ~V\ 8 '. f;~ If you have any Questions, please let me know. .: [:1 7' uS ! J Terry Vi rta AlCP , I ~'1 Planning Oi ector -~ ! [-'J TV ks (, ~.-' -j- I il- l: -".; ..... " p ,I: r J .; I think you meant ci ty rather than fund cannot be administered by Treasure Carmen Annunziato Boynton Park of Commerce file 620 So dixie highway p.o. drawer 396 stuart, f1orido, 33495-0396 phone (305) 286-3313 a. o. hendry, III chairman karen t. morcus vice chairmOll margaret c. bowman secretary/treasurer daniel m. corv executive director !!.l?~.P _0-' COUNTY COMMISSIONERS KAREN T MARCUS D,It,lel No t Lak. Pa,k KEN SPILLlAS Dilt,lel No.2. W.al P,'m S.aeh JERRY L. OWENS Dil.,ict No.3. Soulh Palm Such DOROTHY WilKEN D'Il,'el No 4. D",a, Such KENNETH MADAMS Disl,iCI NO.5. sIInll Glada COUNTY ADMINISTRATOR John C. Sen.bury I 'f~;~~~{J~:I:"""" J.iiJ. - I,y"... . I ~~ "-~a;!:~ . ' "'7'. . . - -. '..; ) ,- \, _ .~ ,I <r .', . i ., ~o, . ---~~- ., . --.'~..'- PALM BEACH COUNTY EMERGENCY OPERA TING CENTER t_ I. I ('1 11,,, r .!. 1 , t 9 8 {j 'Ir Gconre II Zi/lIl:lCrlll.lll \ice President of DevC'll)lll'lc\lt Deutch It:'eland PrOtll.rt.J.L's Suite 1106 Iuternatiollul nUlld.l.nq 2455 E Sunrise lloulevarJ rt Lauderdale, I'lor.i.(h n W4 Dca r [It: ., . I.J llnmc n'Ja n The .:lttach tl a nd response t' J ]11 directcd to us lJ', B T KENNEDY. JH Director Pelm Beech County Divilion Dr Emergencv Menegemenl 3723 Belvedere ROlld WOIl Palm Bedch. Florida 33400 PHONF 683,0880 Civil Defensfl {Roeos' Radio SI81ion WC4AAG NOAA We:!lher Radio SIalion KEC 50 {All' r-- k'!:JlI~lj'VlI~1 {'J' l.~! )\P~~tt !..~ 'A_~.J ~I:I' ; II ,g~~~ II] iln!OI\S n,lt, ri.:J\ (_Jlllt."\1'1.illat.ioll Pn CIlU{,n f r' r 1-1 \l I ~"/ \l L \ 11 n I -1l h P 11. k {, f 1_ n ITlllle r r e Hi'S yo"r {)f r it I r, ,- I C' i f'ld Our. rc\ ie",' \,,. '-Iii!' r" II I~; 1/ lilt "lIL tcs}' tp .Inti j!1 .s u P po l- t I) [ t 11" t. j !. 1 l' I n r I !I t I J i I 11 I" I I ,i' U ':1I\ d t-I \l I t. -I ' 11" U)i:\st Hcqi0I1.11 1 ['I"'dlll IlP\JlLiJ 111 lttlrh0d t"LC..)fTl,'Il...II,lr 1 additions, del(.tiul1~..;, ,1Il1..I cl"ll1Jr'~: tl' thl' ('1-111 .1n" subj(L.l Lt. the concurrence of thi.." Ci t\ o[ Bc'vl1tr)1l BeLIch in consu-' tation with the Trcas'.Jl"C COLlst Hc<,ion,11 prlllrdnq Council. To trovide .111 .111dl't-~t""!lIdill' \:'1f nlll' f"' mended i:\nH:~nc1mellts to t-Iw [t.-'ll ill I Ill' lorm additions and slril'c-f)lIl'; (':'11- d, 1'-'-]1 ']~3 the -1'0110\-.1 i nq ,.. \"1 n 11\\'"' 1\ t ~~ ... i ow, 'oll? S ho',! rl cr 1'1- of undcrl illcy r ,n In cH.1c.litiol1, '.ve 1!1,1~C' 1. Thc P \-lll I It" fl' I ':1' III I ( !" ill llll'llts { r (/JIlt! it i(ll' 17 of the ().'\p}npm<'llt: PI t11 I, 1'1 di nallec No 84-:>1 uf thC' City nf Bt')lltpn I1l'H:h ill tl1,ll- ii- 1)l1l.y pLovide~; tjCI1Cl'~ll qllilh'ljl1('~~ for 1.1" dc' 1.,1 11111'1 lit of In7C1nll)l1s m'-lt-eriilL. c0nli1mil1.1tinI11'~~I' 11' l'[l!'llll IIlIUH'l' tlelc'lclt(';,; tip re~pnl1511d 1 i') I-I I I'dl. i 11'1 ~~Il(11 1,1 ]IlS to fllllll-' tcn.:1nt~~ (morL) ._----------------_._-~- lJeutch Ireland PIPpel Li.l.'.; rage 2 '7 V'J~~ ~~lpD S(~tenIDer 23, 19RG 2 1\n inlt'n"11 alarm Illd Cl'""11l.lIlh ,:ttiOll sistem shc..'ulLl lJe providt'c1 to illcl"~ ,.tltl ,~.. 1.11 Ihp r1cility to iln ,Jt_ci- dental spill or 1("1('l~(, 01 In.'ardous materials 3 'I'he plilll should IC"lllirc t.he' proper trilining of all personnc t pr lor to the i ruse, hr.H1d 1 i ng or s tora'10 of hazardous materials Heldtive to the position in which they (lrc cmp1oiC'u, indi.vic1uills should be required at all Limes to be capable of demonstrating their knowl- edqe and cOlllp,,'lencc of llsillfl, handling, and/or storage of hazardous m.lteridls in c01t'pliallce with 40 CFR 264 16 and this plan 4 The pl.:lll should H"{uil' -1 11!,,'cscntJ.tivc of (,ilel) filLiIity to film.i.li.,ri7l 1('III'SIIlL-Ili" of ht'lh the UO}lIlon BeLIch Police U""l'llrl.llIl'lJJ- l\.J tit l\'~ nten Bl ~Ich File Dcparlll1L1lt with tltc l,)~ "Jut "I t II It I 1t. i I i t~, PI-IlI'Cl-tlC:=j 0f h-Izlnhus was te h<lll t I cd at (' lc.h f lL i 1 i l.i nnd .;ISSOC it.l ted IIC.! za n1s, places where (.:Ie i 1 i t Y pcn;;l'IlIlI.d \I.'ould norma 11 y be \I1orki ng, entrances to and roads insic1r- the facility, and possible evacuati0n routes The plan sholl I d iLkn t i f1' J (lcal hospi tills and such hospi tals should be fatr.iliat-izr'd with the proLJerties of hazardous mat.C'rials lI~cd .:Itlll) f-lei I Lt"). <:lml the ty~ep, (lf injuries or illnesses \~.lti(.h could n~u(l from fires, explosions or relE'1Sl''3 "I t thC" rlC i 1 i t.~ 6 1'11(' p1.:1I1 !;ltclllld ,I,'; I i!!l ill dlLlj 1, the aclions facility pCr~IJIHlll 1I111~~t l-ll I' l(l t."()II!( 1\ wi th -10 CI H Plt"tS 2(,(1 ';1 and 26..1 r;t, il Il SP~)l1'; tl'! j If ~~, L'!,]l'~.;iOI1S, or an'} ullplanned s uddt"'n I I II' '11- !; III I I II I It_" ~ f (l r lli.l-~ ll-dous l1lil h I 1.1 J s or l1il:::c1nlnll~ W1Stc' Cdll~t i 1-lIl'llt.; tu uir, soil at' SUrfilCf' \I1c1tcr 7. 'l'here shuuld be no under'J ll'l.l\li s toraqc tanks ^11 above ground stationari stUl..HIL' tanks must be installed in compliance \I1ith Ch~lptlr 17-(,1, J'lodda i\dministrativc Code 8 Fi~un' ) ll1' the pLllI p,,'ll1l11s L1IL' U"lIls(crrt11 ur 1J1lza....dous wash.' liquid [r001 thc' "HIIIl(' ['UIIlP l(l ue cont.:1incrizcd for disposal in 1n 1}(,:1 not pn1t€'ctcll by the double liner This ~holJld nnl: bp il t lC1\\lctl ( mo n' ) r--l r Geo rq e \'1 7. i Il1fll'..:' rill.:'! 11 Sel'temiJl'I" 21, If)(Hi ..J:itrrt 9 Even thouql\ Llll' Dl'\.'C.1ul-'tnl nl l)n]C'r, Ordinance No R4-51 rf1:- _ docs nL'lL t'('~lllit:l' lite 11, vc'l()lH t~ to illstall a m.1stcr I.Jtti' ilrll,)/ ground W.:ltcr mOld h'lt inq sy:-;h!ln to rnonitor the qua lity I":)JI' ? ~: of the qf ol.lnd '.v,' t l r \tllttC't" t\ j 11'.1 t.he dC'velopmcn t as it V ;; whole; ilnd dllC'~ ~Jil;(~ lIll' de\'C'lopC'r the option of \.~ ~ ,., d/ rcquirin~1 C'itch tL'll<1nt tn instilll individual facility ~- .A5~..,.JY: monitorinq \"0115: the 1'1<111 does not meet the rcquirc- ..tlAl~1 ('~ ments of conlliti.on 1G of tlH' onHnance for an early I"';"~I . ~ " wurninq lllnn i to t- i J1 1 ~; > S h~ll' TlIe p 1 1.n requi n's the P1 ten.1n t tL) ins t~ll] !!lllll i to t: i nl) we 1 J.5 en ly after <1 known ., .:\nd rC'pot tell spi 11 ('[ In~~H d"lIS w..\stC' products The plan i.s void of 111)' S)~:lLnI t~) lh tu:t contaminants entering qlolllld wall'l- lIndC'! t') i_Wl i1 f1.cility from unknown i1. n<11 Of" un I'f'p~)f- t ed !'q'i lIs 10 l1atcr i.:t t d1L1 Sl fll) shc'C'L:-; n.~fC'n'nced to i\ppcnrli'( "1\" is not shm~'n c; i nee n...t ~ , ) ~) 1> Kc lle' y, Jr'{ - Difcctor, Palm Bea~y ni v of Emergency t-la.nagcment DTK fd Attachment Information Copies t-1r. Carmen J\nnunzia. to, r Illnn i nq oi rL'ctor, Ci ty of Boynton Beach ris L. Christine 13Cllitz, DIU Coonlill<1tor, Treasure C:J.:lst Regional Planning Countil BOARD OF COUNTY COMMISSIONERS KAREN T MARCUS Olltrlct No. 1 L.k. P.rIl KEN SPILLlAS Olstrlet No.2. Welt p.lm Be.ch JERRY L. OWENS Dlltrlet No.3. South P.lm Beech DOROTHY WILKEN Olatrlet No.4. Oelrey Beech KENNETH MADAMS Olltrlet No.5. Belle Glede COUNTY ADMINISTRATOR John C. Sen,bury ~~~l~:'.~-~ ~- _ ~.s:.t~"~ ;: ~~,.~ ."-~t~J~~~~. ,..1.". ".:..c:':L';J;,.1 . ~~:~~~, ~ 's'~~ -.;f,P,~';~ ;',. ~:: ; ~-- L~"}';;;~"'{;"I~J:I'iil .. ';'){I .~~ 1 ~f~'I:"'((~1~_(~U~ #~';R'~~ 't. ... .......~.. ~1l-'"1'-c:.:....\~~;,,"l.L''''f' ,It,: .. ~,.." 't4'.~: ~ - ~ ~~:;:~:;;>~r~'~~", ,<- .;;" -." ~~.-,-,. Pelm Beech County Dlvl.lon of Emergency Manegement 3723 Belvedere Road West Palm Beach. Florida 33408 PHONE:883-0880 Civil Defense (Races) Radio Station WC4AAC NOAA Weather Radio Station KEC-50 (Alt.) -. ~ B. T KENNEDY, JR Director PALM SEA CH COUNTY EMERGENCY OPERA TING CENTER November 26, 1986 Mr Steve Deutsch 2455 E. Sunrise Blvd. Suite 1106 Ft. Lauderdale, Fl. 33304 Dear Mr. Deutsch: Our review of your Boynton Beach Park of Commerce docu- ment was from the perspective of a hazardous material contam- ination prevention and response plan Our recommendation that you not be permitted underground storage tanks was intended to mean for the storage of acute toxic chemicals identified in 40 CFR as adopted by the State of Florida as Chapter 17-30, FAC. It was not intended to prohibit the storage of ordinary petroleum products as long as the installation of such tanks was in compliance with Chapter 17-61, FAC or was not otherwise prohibited by the City of Boynton Beach. BTK fd Information Copy: Mr. Carmen Annuniato Planning Director, City of Boynton Beach COfc..w ~.' JtI3 ~cz..{ 4eJ~ Il-/, /'ir~ xM GUIDELINES FOR THE PREPARATION OF TENANT HAZARDOUS MATERIALS CONTAMINATION RESPONSE PLANS QUANTUH PARK Prepared by: Resource Enqineerinq and Planninq, Inc. Palm Beach Gardens, Florida Prepared for: Quantum Associates Fort Lauderdale, Florida version 5.0 September 21, 1987 versions 1.0-4.0 Prepared by: Law Environmental Services Marietta, Georqia ~ ------- SECTION 1. SECTION 2. SECTION 3. SECTION 4. SECTION 5.0 SECTION 6.0 SECTION 7.0 SECTION 8.0 TABLE OF CONTENTS Paqe INTRODUCTION GUIDELINES FOR THE STORAGE OF CHEMICALS AND HAZARDOUS MATERIALS GUIDELINES FOR STATIONARY TANKS GUIDELINES AND REQUIREMENTS FOR REPORTING ACCIDENTAL RELEASES OF HAZARDOUS MATERIALS EMERGENCY RESPONSE TEAM COORDINATION WITH THE LOCAL HAZARDOUS MATERIAL CONTROL UNIT GUIDELINES FOR EMERGENCY GROUNDWATER MONITORING IN THE EVENT OF AN ACCIDENTAL RELEASE OF HAZARDOUS MATERIALS GUIDELINES FOR THE DESIGN OF SURFACE WATER MANAGEMENT AND SPILL CONTAINMENT STRUCTURES AND FACILITIES GUIDELINES FOR THE DEMONSTRATION OF FINANCIAL RESPONSIBILITY APPENDIX A - FIGURES , Figure 1 - Master site Development Plan Figure 2 - Figure 3 - Typical Type II Monitoring Well Construction Design Figure 4 - A Typical Plant site Surface Water Control and Chemical spill containment and Separation System~ Figure 5 - A Typical Plant site Surface Water Control and Chemical spill containment and Separation System Figure 6 - A Typical Plant site's Runway and Process Area using a Sump Collection System Figure 7 - A Typical Plant site's Runway and Process Area Using a oil/Water Separator System Figure 8 - Oil/Water Separator Figure 9 - Oil/Water Separator with petro-pak APPENDIX B - CITY OF BOYNTON BEACH ORDINANCE NO. 84-51 WITH EXHIBITS APPENDIX C - QUANTUM PARK GROUNDWATER MONITORING PLAN GUIDELINES FOR THE PREPARATION OF TENANT HAZARDOUS HATEIUAIS CONTAMINATION RESPONSE ~LAHS QUANTUM PARK Each owner of property in Quantum Park shall comply with all federal, state, and local statues, ordinances, rules, and regulations. In addition, this document sets forth guidelines for the preparation of tenant hazardous materials contamination response plans which are required by state and local agencies. I. INTRODUCTION Quantum Park is a 539.9-acre development between Fort Lauderdale and West Palm Beach, Florida. The park is situated north and south of N.W. 22nd Avenue in Boynton Beach, Florida, adjacent to Interstate 95 (see Figure 1). The park is bounded on the east by 1-95 and the CSX Railroad, on the south by Canal C-16, on the west by Canal E-4, and on the north by undeveloped property. It is anticipated that the primary uses of the development will be 30.4 acres commercial, 133.1 acres office, and 197.6 acres light industrial. The remainder will include a sand pine preserve, city park, and road rights-of-way. For the purpose of this document, administrator of the "Guidelines for the preparation of the Tenant Hazardous Materials contamination Response Plan" shall be the Quantum Park Property Owner's Association, Inc., a not-for-profit corporation. A tenant shall be defined as an owner or leasee within Quantum Park. An owner shall be defined as the record owner or owners of --- the fee simple title of a platted lot within Quantum Park. A leasee shall be defined as any person or persons who lease a portion of a platted lot or any improvement thereon. 1 Prior to occupancy, each owner or leasee that uses, handles, stores, displays, or qenerates hazardous waste defined~in 40 CFR Park 261 (7-1-85), or hazardous materials or regulated chemicals, shall meet the requirements of condition 16 of ordinance 84-51 of the "Ordinance of the city of Boynton Beach, Florida, approving a comprehensive development of regional impact (DRI) for a proposed industrial office park comprising of approximately 539 acres located in the city of Boynton Beach, Florida, pursuant to chapter 380, Florida statues 1984, subject to special conditions, desiqnatinq the city manaqer of Boynton Beach as the local official responsible for assuring compliance with the development order", (Appendix B). The regulated substances described in 40 CFR Part 261 shall also include all waste materials which exceed the limits for ignitability, corrosivity, reactivity, or EP toxicity as outlined in 40 CFR Park 261.20, 21, 22, 23 and 24. In addition, the following materials and uses shall be prohibited: 1. Dioxin and dioxin-containing materials. 2. Materials or substances containing PCB's. 3. Semi-conductor manufacturing facilities. 4. Wafer/chip manufacturing facilities. 5. Underqround storage tanks for hazardous waste or hazardous materials (Except those facilities which receive, store or use petroleum products or those products exempted in 17-61.04 of the Florida Admionistrative Code). 6. Surface impoundments. 7. Landfilling or burial of waste materials. This document provides guidance for the preparation of Tenant Hazardous Materials Response Plans as required by city ordinance 84-51. The application for a hazardous waste facility permit must be completed by all persons who own or operate, or who 2 intend to construct or close, a hazardous treatment, storage, or disposal facility as identified in section 1.7-30,' Florida Administrative Code (FAC), unless exempted in accordance with section 1.7-30.27, FAC. No regulated material shall be used, stored, handled, or manufactured for any purpose within 60 days of the date that the Tenant Hazardous Materials Response Plan and the necessary permits have been filed with and approved by the appropriate regulatory agencies. This document does not relieve the owners and leasees of the normal reporting, manifesting, and regulatory procedures required by federal, state, or local agencies in the handling, storage, inventory, and reporting procedures for hazardous wastes. Application for a hazardous waste facility permit, per form 17- 1..207 (3), must be completed in accordance with the requirements of section 17-30 of the FAC. The owner or leasee shall also prepare a Safety Plan and a contingency Plan as outlined in 40 CFR Parts 264.51 and 264.56. These plans should identify local hospitals, poison centers, and other emergency facilities. This document provides an overview to assist owners and leasees in identifying potential problem areas that might be encountered in early planning st.ages and provides the methodology for reporting of hazardous material leaks or spills, assessment programs, and demonstration of financial responsibility. This document does not attempt to address all the details outlined in the Federal Register for hazardous waste storage, treatment, and disposal facilities. This document provides guidance for the following items which, as required by Ordinance 84-51, should be incorporated into each Tenant Hazardous Materials contamination Response Plan.. Guidelines for the storage of chemicals and hazardous materials. 3 Guidelines for stationary tanks. Guidelines and requirements for reporting of accidental releases of hazardous materials. Emergency response team coordination with the local hazardous material control unit. specifications, guidelines, and requirements for emergency groundwater monitoring in the event of an accidental release of hazardous waste. Guidelines for the design of surface water management and spill containment structures and facilities. Guidelines for the demonstration of financial responsibility. 2.0 GUIDELINES FOR THE STORAGE OF CHEMICALS AND HAZARDOUS MATERIALS The guidelines for the storage of chemicals or hazardous materials identified in this section are in addition to the requirements specified in the Florida Administrative Code, the Code of Federal Regulations, and appropriate National Fire Association Standards. It is the responsibility of the owner or leasee to design and construct chemical storage facilities which meet or exceed the requirements specified by applicable agencies or groups. No regulated chemicals or hazardous substances shall be stored, used, or manufactured at the tenants facility within 60 days of the date that authorization has been granted by the appropriate regulatory agencies. The chemical or hazardous material areas shall be isolated from pedestrian and vehicular traffic by a physical barrier such as a wall or fence. Access points to the areas shall be locked to restrain unauthorized admission. Signs shall be posted to identify all chemicals or hazardous materials stored at the facility. In addition, "Danger-Keep Out" and "Unauthorized 4 Persons - Keep Out" signs shall be conspicuously posted. The chemical or hazardous material storage areas shall be contained by totally surrounding each area with berms or curbs. The height of the curbing shall be determined by calculating the volume of the head space contained within the berms or curbs and shall be equal to 150% of the maximum storage capacity of the tanks and drums plus 6 inches of free board. The floor system shall be sloped to drain to a designated sump for each storage area. The floor and sump shall be lined with low conductivity materials such as High Density polyethylene Sheet, or a suitable chemically resistent expoxy paint, in a similar manner to that shown in Figure 2. The storage area shall be covered and the storage area and sump isolated from runoff. Potentially reactive chemicals shall be stored in separate storage areas. Chemical storage practices shall follow the principles of segregation, isolation, and protection specified by the National Fire Protection Association. In no case shall strong oxidizing chemicals be stored with potentially combustible materials or flammable liquids. In storage areas containing more than one type of chemical, each chemical or waste material shall be identified on a clearly visible area of the storage tank. The area shall be marked to identify the most severe health, flammability, or reactivity hazard present. The storage tanks or containment facilities shall be specifically designed and certified for the chemicals or hazardous materials which they contain. Any hazardous material or chemical spilled or used to clear the chemical containment system shall be collected and drummed from the sump and recycled or disposed at a licensed hazardous waste facility. The design of the containment system is the responsibility of the owner. The schematic shown on Figure 2 represents one possible alternative The Surface Water 5 /' Management Permit may require individual owners to install groundwater monitoring wells concurrent with development of individual parcels. 3.0 GUIDELINES FOR STATIONARY TANKS Owners or leasees who plan to install underground storage tanks to receive, store, or use petroleum products shall comply with Chapters 17-61 of the Florida Administrative Code and any additional state of Florida regulations. The tanks shall be designed to prevent releases due to corrosion or structural failure for the operation life of the tank. The tanks shall be cathodically protected against corrosion or constructed of non- corrosive material or shall be designed to prevent the release of stored substances. The tank material or lining shall be compatible with the substances being stored. ~- At least 10 days prior to tank installation the owner shall register the tank with the Florida Department of Environmental Regulation (FDER) using the Federal/state storage Notification Form (17-1.21B(5)) and any other forms required under federal or state regulations. This form provides details regarding the size, location, depth, and construction of underground storage tanks. All underground tanks shall be designed and constructed to prevent discharge of the tank contents to the land, groundwater, or surface water. Acceptable tank constructions include cathodically protected steel, glass fiber-reinforced plastic, steel clad with fiber-reinforced plastic, or an equivalent material approved by the FDER. The tanks shall be equipped with a strike plate beneath the fill pipe and gage opening. A leak detection and spill monitoring system shall be installed at the time of tank installation. This monitoring system will consist of one of the following: 6 -- 1. A continuous leak detection system between the walls of a double-walled tank; or 2. A single monitoring well inside a double-lined containment barrier; or 3. A continually operating leak detection system inside a double-lined containment barrer; or 4. A network of 4 monitoring wells placed on the excavation around the tank as described in 17-61.05 of the Florida Administrative Code; or, 5. An alternative detection system approved in advance by the FDER. 4.0 GUIDELINES AND REQUIREMEH'l'S FOR REPORTING ACCIDENTAL RELEASES OF HAZARDOUS MATERIALS After each owner or lea see has met the requirements of the state and federal regulations and the city ordinance 84-51 regarding storage and handling of hazardous waste, the owner shall contact the fire department and police department to make arrangements for a preplan emergency response meeting. The phone number of the Boynton Beach Fire Department is 734-8111, Ext. 451. Prior to the preplan meeting, the owner shall have completed material data safety sheets (MSDS), as required by OSHA, on all chemicals which may be stored on site. Copies of the MSDS shall be provided to the fire department. Additional copies shall remain in the plant for the employees to read. The owner or leasee shall contact the fire department and police department and arrange for a site visit to: 1. Review the MSDS. 2. Quantify total chemicals and storage area facilities. 3. Assess sprinkler systems and fire-fighting equipment. 7 -------r-- 4. Evaluate site logistics and general operating procedures. ~ 5. Meet with the assigned emergency coordinators. 6. Designate the Plant Emergency coordinator(s). 7. Discuss emergency evacuation procedures. The purpose of this meeting is to provide the fire department available information necessary to respond promptly in an emergency. 5.0 EMERGENCY RESPONSE TEAM COORDINATION WITH THE LOCAL HAZARDOUS MATERIAL CONTROL UNITS In the event of a sudden release of hazardous materials the following procedures shall be followed: o Call the Boynton Beach Fire Department and Police Department at 911: Give the plant's name and location State whether emergency is: First Aid Fire Hazardous Waste Release o Call the Plant Emergency Coordinator(s) to be on-site to assist the fire department. (If not at the plant site. ) o Call the Palm Beach County Division of Emergency Management at (904) 488-1320 and report the accident using a Reporting Form for Emergency Events or equal. o Call the Palm Beach County Health Department at (904) 820-3000 and report the incident. 8 o Call the National Response Center number at 1-800-424- 8802 and report the accident using a Reportin~ Form for Emergency Events. o Assist in the removal of all non-essential personnel from the area. Coordinate remedial activities with the Boynton Beach Fire Department Hazardous Waste Response Team. o Contact the groundwater monitoring team to install wells (if necessary) and to assess the impact of the release on local surface water and groundwater quality. 6.0 GUIDELINES FOR EMERGENCY GROUNDWATER MONITORING IN THE EVENT OF AN ACCIDENTAL RELEASE OF BAZAROOUS MATERIALS In accordance with ordinance 84-51, Quantum Park has prepared an early warning monitoring plan for hazardous materials which has been approved by the South Florida Water Management District (SFWMD). This plan, which is attached as Appendix C, identifies the groundwater monitoring strategy at Quantum Park. This strategy consists of plan development, monitoring design and construction, baseline sampling and analysis, and ongoing sampling and analysis. Prior to site development, monitoring wells will be placed at nine locations within the industrial sections of Quantum Park. Sampling of these wells will confirm baseline conditions on the site and will provide for on-going surveillance of groundwater conditions. However, accidental releases of hazardous materials will require additional activities which are to be incorporated into the Tenant Hazardous Materials Contamination Response Plan. First of all, following the release of hazardous materials, the 9 owner or leasee shall comply with all federal, state, and local regulatory requirements governing groundwater monitoring. In the event of an accidental release of hazardous materials in the storage area, the hazardous materials collected in the chemical spill sump will be removed and recycled or disposed. Following removal of the hazardous material from the sump, the chemical spill sump and containment area shall be cleaned to remove hazardous materials to acceptable levels for safe operation. The leak detection layer shall be monitored following the spill to assess if leakage penetrated the double liner system. If constituents of the spill are present in the detection layer and a hydraulic head sufficient to cause flow through the liner are detected following the spill, monitoring wells shall be installed as discussed subsequently. No additional groundwater monitoring is required if there is no flow through the double liner system, unless required by the Surface Water Management Permit. In the event of an accidental release of hazardous materials to the surface water sump which drains the runway, parking areas and loading dock, the required level of remedial action will depend upon the design option. If a double liner and leak detection layer are installed under the runway then the spill area and sump shall be pumped dry and cleaned to acceptable levels. The clean- up levels shall be approved by the appropriate federal, state, and local regulatory agencies. No groundwater monitoring will be required if a double liner system is used and the spill is contained within the area draining to the surface water sump unless more than deminimus leakage is detected in the leak detecion layer, or unless required by the Surface Water Management permit. If a double liner system is not installed, then within seven (7) days of the spill, a minimum of 4 groundwater monitoring wells, screened from the water table to a depth at least 10 feet below 10 \ the water table, shall be installed at or near the perimeter of the containment area. Figure 3 shows a typical well construction detail. One monitoring well shall be installed up-gradient of the spill and three (3) wells downgradient of the spill. The wells shall be monitored monthly for a period of 12 months for the specific hazardous constituents which were spilled and which were used in the clean-up effort. If, after 12 months, the constituents are not detected in the groundwater samples obtained form the monitoring wells, sampling will be terminated. At that time, the monitoring wells may be closed by filling the riser pipe with a cement bentonite grout mixture to the top. -' In the event that a spill occurs in an area which does not drain to a surface water sump, or if an overflow condition causes hazardous materials to overflow the containment area, immediate action may be required to intercept potentially contaminated surface water and prevent it from entering the surface water retention basins. One surface water sample shall be obtained for every 200 lineal feet of contaminated ditch or runoff area. One additional monitoring well (total of 5) shall be installed immediately downgradient of the affected area. Clean-up of the affected area shall be to the levels prescribed and approved by the federal, state, and local regulatory agencies. 7.0 GUIDELDIBS FOR THE DESIGN OF SURFACE WATER IlANAGEHENTAND SPILL CONTAINMENT STRUCTURES AND FACILITIES The owner or leasee shall comply with all rules and regulations from the federal, state, and local agencies governing the design of surface water management and spill containment structures All drawings and plans must be submitted and approved by the appropriate agencies prior to construction. Surface water discharge containment and hazardous chemical 11 -- containment shall be addressed in the design of the facilities. The surface water runoff from the runway, parking areas, and loading dock at the plant site shall be contained, collected, and treated using an oil/water separator system to remove any floating substances such as oil or gasoline. The collection system may be gravity controlled or collected or pumped. In the event a pump system is used, the water or fluid level in the sump shall be maintained at a pumped-down level so that the sumps always have adequate capacity to completely contain and store liquids from spills and clean-up efforts. The rules and regulations for construction of surface water containment system and hazardous waste containment systems shall be researched and combined with the needs of each specific facility's requirements. The components of the containment system shall resist chemical degradation which could result from exposure to the chemicals used at the owner's facility. Figures 4 and 5 are two general examples of a typical layout showing surface containment control and hazardous waste control. These figures are examples only and are not represented as being appropriate for any particular parcel. Figure 4 shows a surface water control system which collects the runoff from the runway, parking area, and loading dock in a small collection sump which is then pumped into a central collection sump and transfer system. Because of facility layout, there may be more than one collection sump feeding a central collection sump. Surface water runoff is then fed into an oil/water separator system. The treated water is discharged to the surface water management system. Any material collected is drummed and sent either to a hazardous landfill or recycled in the plant. Figure 5 shows a simpler arrangement using an oil/water separator for both the collection and treatment of surface water runoff. The surface water runoff is directed by gravity flow into the 12 "'. ......'"--..~,-- below grade oil/water separator. The treated water is discharged by gravity into the surface water management system. The oil is skimmed from the top and collected in drums for disposal. The system suggested in Figure 5 has a lower capital equipment cost but may require additional planning and site grading. Figure 6 shows a surface water control area with a secondary containment system and a collection sump which pumps to the central collection sump. The transfer pump is controlled by a level control probe immersed in the pit alongside the submersible pump. The level indicator activates a switch which turns on the pump. As the level of the liquid falls, the float switch continues to fall with the liquid level until the lower set of switches is activated shutting off the pump. Secondary containment may not be required in the surface water controlled area, but is offered as an alternative. Figure 7 shows the surface runoff control area using the separator for both containment and treatment. This system is gravity fed and discharged. The system may require the use of a pump if proper grades cannot be achieved. The primary device used to treat surface water runoff from the runway, parking areas and loading dock is the oil/water separator. Figures 8 and 9 illustrate two different types of oil/water separators. Figure 8 shows a McTighe standard oil/water separator with a mechanical oil removal system. Figure 9 shows a McTighe separator with Petro-pak and a mechanical oil removal system. There are many variations of these units depending on the specific treatment objectives, volume flow rate, regulations, and site logistics. The oil/water separator should be designed for constant operation and low maintenance. As oily influent flows into the separator, oil and sludge area removed and clean effluent is discharged to 13 the surface water management system. The oil/water separator consists of a stationary tank full of water, having an inlet at one end directing the incoming oily influent over a specially designed heavy corrugated plate, set at a 33-degree angle. Initially, the flow is reversed and the influent passes over the corrugated plate. The corrugations induces agitation causing the soils or lighter density substances to break away. As the oil rises, it is joined by the other droplets of oil which, due to their buoyancy, rise rapidly to the surface. The rate at which the soils and other floating industrial waste raise to the surface depends on the oil droplet size. The larger the droplet, the faster the rate of rise and separation. Sludge or heavy solids within the stream settle to the bottom of the separator, collecting at the center sludge baffle plate. The second phase of separation begins as the influent is directed between an inclined arrangement of corrugated parallel plates, stacked upwardly, sloping at a 45-degree angle and spaced 4 inches apart to prevent fouling by debris or gummy solids. It is here where buoyancy forces cause smaller oil droplets to rise and coalesce into sheets of oil on the underside of each of the corrugated plates, creep up to the surface, and finally break loose at the top in the form of large globules. Clean water flows in a downward path to the outlet where clarified water is permitted to escape from the lower regions as the separated oil is withdrawn from the surface. The oil is collected and drummed for recycling or disposal. The sludge is collected and disposed at a licensed solid waste disposal facility. It is the responsibility of the owner or leasee to design or provide documentation for approval of the surface water control 14 '.. and hazardous waste containment systems The containment areas and oil/water separators shall only be provided in the parking areas, truck runways, loading ramps and docks, and chemical storage areas, where regulated chemicals or hazardous materials are likely to be transported 8 0 GUIDELINES FOR RESPONSIBILITY THE DEMONSTRATION OF FINANCIAL No regulated chemicals, hazardous materials, or hazardous wastes shall be handled, stored, used or generated by any owner or lea see until 60 days after the date on which said owner or leasee shall establish financial assurance for closure of the facility in compliance with 40 CFR 264 143 Each owner or leasee that handles, stores, uses, or generates hazardous wastes shall establish financial assurance for closure of the facility by choosing from the options as specified in paragraphs (a) through (f) of 40 CFR 264 143, by satisfying all requirements of such option chosen and securing the approval of the appropriate regulatory agencies, and by otherwise complying with 40 CFR 26 140-150 In accordance with 40 CFR Section 264 142, the owner or leasee shall prepare a cost estimate for closure and post-closure care of the hazardous waste containment structure The estimate must 15 0003H be prepared in current dollars for the point in time during the operation of the structure when closure or remediatioR would be most expensive, as stated in the closure plan (see CFR Part 264.112a)). The owner or leasee shall adjust the closure and post-closure cost estimates each year within 30 days of the anniversary of the approval of the financial demonstration. The adjustment in the cost estimates shall reflect inflation and changes in the operation of the facility which make closure or post-closure more less costly. The owner or leasee shall establish financial assuranc~ for closure and post-closure care of the facility using one or more of the following options: 1. Trust fund. 2. surety bond guaranteeing payment into the closure and post-closure trust funds. 3. Surety bond guaranteeing performance of closure and post-closure. 4. Closure and post-closure letter of credit. 5. Closure and post-closure insurance. 6. Financial test and corporate guarantee for closure and post-closure. The closure and post-closure plans and cost estimates shall be prepared and certified by a registered professional engineer and shall be approved by the EPA Regional Administrator and other regulatory agencies. The basic requirements for the financial assurance options are stated in 40 CFR Parts 264.143 and 145. In addition, each owner or leasee that handles, stores, uses, or generates regulated substances shall "demonstrate financial responsibility for bodily injury and property damage to third 16 f parties caused by sudden accidential occurrences arisinq from" the operation of the facility (40 CFR Part 264.147). ,The owner or leasee shall maintain liability coveraqe for sudden accidental occurrences of at least $1,000,000 per occurrence with an annual aqqreqate of $2,000,000 excludinq legal defense costs. The liability demonstration requirements are stated in 40 CFR Part 264.147. 17 .. Appendix A Figures n ....,.. .. cr 'if'"'"~ - ~ ,.." ~~~ I -. ." n ,. J \~ \ . .,~~., J. } !. . .~, ~ "'""~ I,' ~. 1 .1 ::n ~ :>ri' b Jj' >{ L I ... -;'..."/ - })'::i!;) (' '-. ~ ' .~ : ~ " -..=.:.=~ i \ I 1 I , - J .. .~ .. ~:-(1 -.. ~ )1 oJl .. r 1 .i .J ., ...-.....- ; r :-. ~ , . . , . ! \. ., r?\~ ') ......'Y"<7 .r ~.a.,,\,, .M''''o _-4"1 '.~ """ -h.,. :; "....lo.. .. :'I .. . II , ,...,..1 .. ~ '11' I rr ")" '" .\ .. ... , ...-~ Co..- .. 11 ~ ~ .,. . n 1~~..:\ :s "1"'" ~ =;_ ."..' . . . 7 !,' I' ...a.,' '., (t'1,'t [;'rI I. \ 1 ,1 . I - ~ .)... ? .\ "1" n (1;", MASTER SITE DEVELOPMENT PLAN I. ..-...-... ~ to. ".1 ..... r.ISP-~ A l{Lj 'J ~- ~ .::-':':f"~ r ~:~~~ - '..r"'N'~~~E""". ~::; ::'~". -- . ....--..... ~,::.:..::.::-.~:-:-J............ ,-".. 1)f"'.'~':II'IREJ..'NI) ....~.:.~..:...~~.:.... ...,...~-e ..~,,: _._ . ......._. ...,. _ .... .... 1M ,.......... ~r .........- ... .. .- '. r .-. .-- _ C..=::::J ,... PI... P....... ... .. ~ ...... ,I. Ai,' l..--...... -- f..'...=... ._--,.,,- J_. .-..... f _I -I ....OTECTIVE CASING J'IN OIA THREADED SCH .0 "Ve: ..ISER , , '. '.IN DIA 80lttHOLI: DRILLED WITH HOLLOW STEM AUGERS J.IN DIA THI'tEADED seH .0 lOve SCREEN (0.010 SL.OT WIDTH) . .-.... ~ GROUND SURF'ACE CEMENT/BENTONITE GROUT MIXTURE ~/ :il~!!!~il - ,........J = g~:L~~.. -. "'lImUUjj ........... ........... ..........-........... ::::::::::-::::::::.:: ~::::::~.: - :-::::::::.:: .........--.......... [Iim~ = 1111iHml BENTONITE SEAL. COARSE SAND IN ANNULA R S"ACI: 80TTOM 0,. BOREHOL.E CAP' tNOT TO SCALEI A LAW CNCINEERINC TESTING ~ COMPANY TYPICAL. TYPE II MONITORING WELL CONSTRUCTION OIAGRAM FIGURE :3 .........,..,... C.0"014 '-'-~. -----.---- \ \ \ \ \ \\\\ ~i\ \.__~-~l ~ t\ - - ~ \ \\ \ \ ~ ~1 '<1'2. ~ '\~t~ ____ ~\l" \ \ \ \ \ \ \ .1 \ \ 4" \ '- - - \ \ ~ , , \ \ \ \ \ \ \ \ \ CD ~ 0 ~ _---ffi ~CD \ ~~~ %~a .c. \,0.1 ~ '0 0, (;) C) % ~ '3 ~ ~ ct:J.. 0\,0.1 -- \I'I~ Y- ~ -- ~\ ~\ / 4- ~ '0, w u o ~ 0.- t \ l ~ 1 ~ ~ ~ ~ \; \..\ ~ \ $ 'a \ \ \ \ , _I.!!\ \ \ , ~\W \ \ \ Cl - :a b m (.) g~ F 2'Z~ 4 w- ~uJ...JOa~ _f- -\1'1 ~\ii~:(,r 0\1'1 ... '% '%. \1'1 ~ -:z:,00-:z: ..)~UUOW ~~~~~'5 fo- l W - 0:, t.:) ~~~o.;.(.c:. WO~Vlo.. ~~vJ~~ '-00 u 430 ,#-.o(~w"i J.. ?O 'Z VI ~ ~ 4- uJ '.2. uJ <.) - \J.- \J.- o , , .... "- "- ---- ----- \ \\\ uS o ~ ~~ ~~~~ ~..c.~~ % :(, ~ ~rla JJi=~~ 'q~:.'1 'Ii S a ------~ ~_...---------- \ \ \ \ \ \ \ \ \ \ \ \ I ~ ~~~ \ I ~~~ \ \ a~ I -;~ I\---:--::~~ - -..:::::---- , \ , \ \ , \ , 1 1 , . \ , \ \ , , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ (l- - - --- \ ~ t\ ~\ \ \ \ \ \ \.._---1 ~ ..:(, ~..:(, Ow ""~ ..:(, ~ ~ \'" CD 00 \,\ ~ '0 o o o ~ ~ ~' g ,/ 4.. W ~ ~ ~ o ex:. 0- "- ....... . '. .. . ~ I. ... .. ... ~ 'i~2 \~ ~ '" '" ~ ";l - ~ \ \ & ~ \ \ \ \ . I t-'S~ \ \ 1\ . \ \ ~ v. o o~ ~ ~%l/\ 4. ~~ ~~rl:;~ W~~::;\f\ -..' ",-,>- u ,....",'" ....""" Z 'Z ... zoo z w -,..:(,uuo~ ;i~:!~~ roo_n_-~U- ~:.c..d';COl4. u~~ fu ~~w~'" u~(JU..... <.-:::;;.... w.(.\J,..~~ roo ~..... .d'; :>.... u :z. Vl ~ :t ~~ ,.... \ 5'd ~'$ -az.~ S ~t\ \ ~ Q ~ \ ~~\ ..:>.. .... 4.. W ~ W (.) - \J- ~ - 'cl ~ ~~ ~~~~ "5<.~? - '" ~ ~ ~ ~ "'00 ~\\~ ~ ~ a ---- ~-------------- .....-----~--_.------. -.------ ,..---- ..- 4( W 0:: < ..- z W '"'= Z 0< zl- <z o <u W..J 0::0 <~ tIlz tIlo ~u 00:: g:~ 4( ?; W U < ~ a: => Vl --. --1 -:- =. -'- ~ n I I I t I ~ I I ~ ,I. II .''\ ~ i: I V II (I 1:10 " II I I ~! , I I la '\. -.JJ-L1 , rr- __~ I rr- I I II I I I I II I I I I II I I II I I I ... I II ... I I I I II I I II I 1 I I II I I ~ " l l ~ " " " ........ , "" ,I '\. '\. , ')'1 '\. '\. '\. 1111 " I I '\. '\. 1 IIII " ~.JJ I - ---l r-- __ -.. .0 W w. CD '..- 0::...1 U' ...I. ~a25~~ 111 Vl :;,c. . '0 ~ u ~ I I ~.... ~'f.: 'i.. i' ., ", -~ .. .l: I, a.. ::I ~ C ~I o U I I oj " to-z'" i5 ~ ~ . ~~... '\. ... is . Ca:;I C~~ 1=tl~ o(....~ ~~u ~1Io.~ .....- a:~c:: ~~~ u " '\. , ..- zo ~';!zQ. W,J:<~ crz<=> U<WVl z..-o:: oz< Uo u ~ es",X z:Zl:S :l~~ c 111 ~o:: ~~e" Vl<Z >-...1- Vl 0:: Wo o::ot: W<z zzo :J<::i Wo::~ ...10< mo::w :JW-I o OZo:: ~o W L. 2si:: :x::e e" ~ ~ <~ OVlW,>- :C. O::Vl Vl~OOI( - Z UVlll10 , 1=1-111;::: <ZWu 10 ~ :S9~ w J: Q. .......1 0:: U 0.0 => Vl..JOU <.:> 001( _ ..JUZQ. L. <-OOI(~ ::lg:>-=> ~1-c(Vl W<~< U ze" Z :Jz o 0::_ U tIl ::> ~~ a ~ J E ! -' ~ I- Zw ~wu ~:::'i5 -'515 ~C,I) 5 C1 -. ~ ~ if' ;;a .cca ~"'~~ :::; "\oJ 0(. ~ "'~ "" ~ '" t" b ':(';.d'" -. ;.c 0 ~ ._. - ..J C' \oJ .- '!:! Q,. Q. t"'" <:; OJ...... tJ\eo:!o~ ~ -..,.-... ""'" eo:! ~ 4. -l -c;;. 0 ? t- '>; _ ~ ..c.:';' :(. u - '% ~l;2 o ~ o ~ ~_.--- ---- -------- -------- ! N t:: C c: o % ~ .... W .... "" a.. VI :;) \f'l '"" c:. .. .- . \II r g ~ ~ 1 2 r . I . II ~ 1i .. ff ... \\ \ ~ , ~ 6 .. :t v 'i '! .. ~ . , t & . ~ \ t : : i :.! t~~tl ... ~ '.... ~t" 1 ., ~. _ e ilt t' ':.:.1.1 - . - .~ ... ~ .. .' ~4\o;"". -. · ~ !:: ' " r II ~ or ;. i i: ; ': .. !i i ::, 1 1 '::~ ':.:; .:":i.~' e ~ ~ . . c . ~ : ~ ~: I. ~ 1 ,'; : . . , . · tL ..::.,'(t- ~ ..ua1.;'o;..-;ut'. ! ~"1'':.''''.'''' ..:::r..~..:..... \ z .~~ ~...O:~.\ 1';'0' \.;'!O:. ~ ,,:':.Hi'iH~" ~f1" thl1i'ii::' " I -;:ciO~~ - ])'ja3~N1~ ~ .~-t.:.l ... ~ 0 ~ c: -: ~.";: \ ~~.. ... \ .. ilIJ. ~ eo: cl ... ...0,. "'..1 W :;.~.J -",~~ 42~:S:: ':)~.......... Q~"!O ..1,,0"- CD . CD Z o .- v w U'l ;1 _..........'. ~~~ It'::~I~...;; ... lilt'" . ~. ~cl ;~ (<;lltfT1'l :i-' "\l^l"l"'O - .; & o . c z 9 l- V \rJ 111 v U % 9 .- u w \fI ctJ (:1 c::::. ~ U t-1 f... ~ ... ~ ;:' >> U t ~ t e iiS. -I:'. 1r; : -'I .. ,:~~ :. . ;: : .. I i 1 .", 'i · !:.~ : ~. :. ;;~1 l:i .. :.-: l ,~ I ~~!~ .. ._,1 : .t . : ~ .. I-F :~. ;, 1 ~~:: ~.1 .. .. :\,,:, ,.. 'X1~ :.." ~ ~.1, ,............... ..... . ..:i~....a,. :1' ~n...~H. ;.! :-:: 1; n'~ :H:!.~1.::.;: ':~;l.1...:~.!!; !~.': .., ': .i~.( 1- · ~ ~,. i. ~ ~. ::. ~:: ,I :.; '[~. :::. 1:.." \.. ,.:':v ..~1 i.::)t-~! ,~ ~l1........1.. ~:. ",:I -;.... ; ~ ~ 3 . :.. ,. ..,:'. . .:....1 ",\., ,,,.." ~ '" .. ..," ~ J~..: ,a ,. t:H" 0.... .- . - ~ - ~-----_._. ---------- ------- --- ~\~ 1 l i ; ~ · , ~i i vl\ t ! ;, · j!, · ~ I ! ". z ~ I 5 a ; ;":)- i. 1 .- t .. ~.;. 0 o . l l-a':- · 0 .t_ :1 ..~-t. % _ i'. .. ~. ..... ... ~ , .sq. \ ~ '1"- H ~,;:!.1 u ~ ~ ~:.:t" ..1 =. 1- 61 t:l;;~( ';: ~ ~ 1.:':( ; ~ :1i! .....~ ..~.:tf.\.:a \.IJ r 'ilo'- t. ..,1. ~ li1, Hl;'.. ,,~ ';; . !..."t~t_ ! 1'; ><1. I, I,i-.Hi .. "i l~tt:l).~"'\t:.:: 11.1.;-~t.''':tU V\ ;. l..U'j'jj{t,.._i .ti. u~hl\i1I~;: ::> ! .... ....... at.. ... ....,.',,' , t~\ ~....... .A- t1 ~ ;.J j~; ~ \ \ ~ ~!~ :J fea::'!! ~~ ~~~~ S ;... te ... "'....lI: 0;. c~~.... i a~ .- ~ -,;ta~ ; \ \ I \ \ \ \ cg I CS1 % 2 ... v w VI \i] l~1l:l!) SI ~ t1JI'o;Io4)IIo4N1\ f'4 u' )~n" 1 SOtf J El il-:i\ rp 0' "".' " \:\ -' ~ ~ \ \ \ \ I \ \ , I \ I I t I i r o I o "Z o - ... v w VI W t W z 9 ... v w VI '\ .-- VI & ~~ ~ ! w! ~ i ... u ~ t ~ l\ .,... . .. .... i~. ~I . . J' i i l' , ~ e: . .. u ...... \it-..' , ~ .-"'1 - ... .... - . .,. J v...... "f '. '. '. '. ; ~~~~ ~~~~~ll':l"i;; ~ o~;11.~-"'. ~ -:,'C - " - ~ .. ~~ ~ ..'~ .~ '. ... '-: '. .,. .-1:............... l.~.. a .. .. ... ... ... " .. ~-ll:!~..-~... ! ....c.o........'; ~ a~::"""" ~ .... I _ ~ i\ 3 n! ! \ \ l ~ (; "'_---- 1 - &~~ .....::1: .. : ~: ~~~ - . ': ': ~ ~ ~ ~~\w:~~ .,tJ.i\~t - Cf'\ ~ ::;) t.:> H to.. ... _.13S 'f_ t .. ..,;e _ I - 9 - ::: .. ~ I ~ 'i! . 'll-~ .: ~~ ,:-:: .. l ~, I ::'Ii~ . ; . : . l.-.~ - 1 t >," .... .. .... . '.. . 1 · 1 1'."" 1- .. J ~i ..:~~ J.~. '1'-:'" .11 . .. · 1 _ ~ . "1-" I~-~" '$! ,1" '4~:1 J : ~ ~. -;'" II i..-' t!l'\ .. 1 .1.' .,..- .; ! ~ :.... 1; ~ "'r~ :: ,-;.. ;1": ,. _!~ \ .= .1...... .., ...... ... ._ I \ ':..... c" v" :,'" :::;:. It · .~l-" ...., " 1 .a' I. a:t!.i :. -1" ....,~. , ,... ...,. '.. ~::. -& I .=,' ::.. ~-ot ,..~,,, ~: 11.- :. \ ..1 ,':1~ , '2~l'i"" ~t.: ;~ s. 1'10..:1 ....-;t: '~ .1;: i:. ,:. :! ~l .- .. ~. at i :l:~' ';::'. . ;: ll~ 1.. ;.1 :! :-;~! ."..... ..- '"'"'\ ------~----------- to Appendix B City of Boynton Beach Ordinance No. 84-51 with Exhibits J. ORDINANCE 1"0 g J.f.~/ I / I Cc r,'(r: ~ ,,-gHt~ ,/ ORDINANCE OF TilE CITY OF BOYNTON BEACH, FLORIDA, APPROVING A COMPREHENSIVE DEVELOPMENT OF REGIONAL IMPACT (DRI) FOR A PROPOS~D INDUSTRIAL OFFICE PARK COMPRISING OF ^ppnOXIMAT~LY 539 ACRES LOCATED IN TilE CITY OF BOYNTON BEACH, FLORIDlI, PURSUANT TO CHAPTER 380, FLORIDA STATUTES 1984, SUBJECT TO SPECIAL CONDITIONS, DESIGNATING THE CITY MANAGER OF BOYNTON DEliCH liS THE LOCAL OFFICIAL RESPONSIBLE FOR ASSVRING COMPLIANCE WIT" THE DEVELOPMENT OR~En WIIEREAS, RITECO DEVELOPMENT CORPORATION, a Florida Corporation, has filed with the City of Boynton Beach an Application for Development Approval of Comprehensive Development of Regional Impact, and WHEREAS, th... p~oc..din9. ~elate to a propo.ed regional industrial office and commercial park comprising approximately five hundred thirty-nine and 9/10 (539 9) acres, located in the City of Boynton Beach, Palm Beach County, Florida, generally east of ~. Congress Avenue and we~t of Interstate 1-95: and WIIEREAS, the City Council of Boynton Beach, as the governing body having jurisdiction, is authorized and empowered to consider . appl1catipns for dev.~opment approval of developments of regional impact pursuant to Chapter 380, Florida Statutes (1984), and tlllE~~AS, upon p~~lication and furnishing of due notice, a public hearing in th~~e proc.edinqs was held October 23, 1984, before the Planning and Zoning Board and November 8, 1984, before the City Council of Boynton Beach; and WHEREAS, said City Council has considered the testimony, J ~~ .). I. ~ reports and other documentary evidence submitted at said public hearing by Riteco Development Corporation, the Treasure Coast Regional Planning Council, the Boynton Beach staff, the Boynton BeaCh Planning and Zon1ng Board, and the public and , 1-oj _f ~.. .. .. " f WHEnEAS, the City of Boynton Beach and the applicant, Ritcco Development Corpor~tion, a9ree that the proposed Development of Reqi~pal Impact, which is the subject of this Development Order, will result in a substantial impact on the existing civic and non-recreational facilities of the City of Boynton Beach In recognition of such impact, Section 34 of the conditions for approval have been included herein WlIEREAS, said City Council, has considered all of the foregoing NO\'l, TIIEREFORE, BE IT ORDAINED by the Ci ty Council of !Joynton Beach, that said City Council makes the following findings of fact Section 11 ^ notice of public hearing in these proceedings wa. duly published in i general airculation 1n The Post Extra, 9/6/04 , a newspaper of West Palm Beach , Florida pursuant to Section JBO 06, Florida Statutes, and proof of said publication has been duly filed in these ~roceedings .- \ r Upon' consideration of all matters ~rescribed in " Section 3BO 06 of the Flori~a Statutes, it is determined that Section: 21 , .; .\ 'A ' "'The- devel'opment 'is not. 'located in ana.rea of ' -.-~..,.t... ..,.,.. .-'"r"; ..,~; 'r ,R,:i_tl:cal ![Itate cO'!!cerri .... ! B ~,t ~The deve),op!"ent does not unreasonably interfere with ,. I' '1J~~~.(, .;~ "'. f and ~s no~_lnc~psist~n~ wit~ the,a~hievement and the objectives of s cate hn~ d~velopment .plan C The ~evelopment is consistent wi~h local land Y "t' ~evelopment,~:re<;l~lations and is;..con~ i.sten~ with .I:"'e report /lnd ..." ~ r '. f..t,.... ~...- , f ~ ;., ;,recom!llendat1.ons pI! .thh'.r Tre..u.re Coa"t:RegionalJ;.-P.lanningCo~f\cil. on .- L ~,: j. .". ,.: 1'~.!j l"'~;i.. f.;~; !. 't file in !:.he!!e proce~~in98 r. r .t .~.. Section 3 , The City ~ouncil has concl~ded as a matter of . law that these proceedings have been duly conducted pursuant to the pr~visions of Florida Statutes, Chapter 3BO, and, subject to the special conditions hereinafter set forth, RITEC9 DEVELOPMENT -2- CORPORATION is entitled to the relief prayed and applied for in the Application for nevelopment Approval (ADA) Section " The Application for Development Approval of Development of Regional Impact filed in these proceedings and the additional material submitted to the Treasure Coast Regional Planning Council in these proceedings by RITECO DEVELOPMENT CORPORATION i. hereby approved and the Development Order i. herein granted for the property known as the Doynton Beach Park of Commerce, more particularly described 1n Exhibit "A" attached hereto and made a part hereof, subject to the following special conditions with which the Developer accepts and agrees to comply (1) The Boynton Beach Park of Commerce Application for Development Approval is incorporated herein by reference and r~lied upon by the partie. in discharging their statutory duties under Chapter 380, Florida Statutes ~bstantial compliance with the representations contained in the Application for Development ~prov~ is a condition for approval unless waived or modified by agreement among the parties, as defined in Subsection 300 07(2), -- -. Florida Statutes For the purposes of this condition, the Application for Development Approval (ADA) shall include the following items OJ: (a) Boynton Beach Park of Commerce ADA, submitted Ha y 2 1, 1 9 8 4 : (b) Boynton Deach Park of Commerce ADA Supplement, ,. submitted July 26, 1984: .,.. f ~ (2) ~ the event the develoner fails to commence siqnificant :, physical development within three (3) years from the effec~ive date .' ~f the Developmen~ Orrl~r. d~v~lnnment approval shall terminate and the development shall be subject to further consideration pursuant to Section 380 06, Florida Statutes Significant physical develop- ~ent shall maa" Qi~~ pr~n~ration work for any portion of the project..- 1. - -3- (3) Clearing of specific building sites shall not commence prior to the phase in which the site is scheduled for development (4) During land clearing and site preparation, wetting operations or other soil treatment techniques appropriate for controlling unconfined emissions shall be undertaken and imple- mented by the developer to the satisfaction of the Palm Deach County Health Department, Florida Department of Environmental Regulation, and the City of Boynton Bp.ach (5) In the event of discovery of any archaeological artifacts during project construction, the developer shall stop construction in that area and immediately ~otify the Bureau of Historic Sites and Properties in the Florida Department of State Proper protection, to the s~ti5faction of the Bureau, shall be provided by the dev~.ibper ~",y,., ,j ,I (6 ) "l''{I.-, Th. d.v.l~p~~ .shall pl'. serve in viable condition a .. .. .~. . . ~ minimum ot forty (40)1 acres of Sand Pine Scrub canopy, understory and grou~dcove~ veg~tation.. Prior to pomplencement of any clearing ..ctivities~ the developer shall survey the site ~o det~rmine the i ,".- ::;,..~." ' numbers and distrib~tlon of any populations of .~~e Gopher Tortoise, Florida Burrowing .Ow~~'Florida Gppher Frog, Flo~ida Mouse, and !~"'~~-~'\" I Florida Scrub Li%ar~vhieh occur Sand pine Scrub preserve area(s) shall be of appropriate size, quality and arrangement to maintain all populations of t~ese species developed which (a) iden~ities and delineates the boundaries of Sand I. ^ preservat~on plan shall be pine Scrub habitat 'areas to. \2e preserved I. f 1 . (b) provla,es tor t,he etf~ct~ve relqea~~on into preserve ". . I area(s) of any populations ot the specielJ of co!,cern listed above which occur outside of the preRerve area(s) limits; and (c) provides a management program for the Sand Pine Scrub preserve area(s) which will provide and maintain suitable habitat for the species of concern which exist or are relocated l.nto the areatsl -4- The above plan shall be submitted to the City of Boynton Beach, Florida Game and Freshwater Fish Commission, Department of Natural Resources, and the Treasure Coast negional Planning CouJicil No development shall occur until the plan has been approved by all of the responsible agencies and the animals are relocated in accordance with the approved plan (7) Prior to Clearing any scrub areas, the developer Shall provide sufficient notice to officials at Jonathan Dickinson State Park so that they may make arrangements to obtain any plants which would otherwise be destroyed (8) In the event that it is determined that any representative of a plant or animal species of regional concern is resident on or otherwise is significantly dependent upon the Boynton Beach Park of Commerce property, the developer shall cease all activities which might negatively affect that individual or population and immediately notify both the Florida Game and Freshwater Fish Commission and the U S Fish and Wildlife Service Proper protection to the satisfaction of both agencies shall be , provided by the developer (9) The developer shall establish ~ ~eqetated littoral zone of hardwood swamp/freShwater marsh habitat comprising a total of no I less than 11 acres as part of the surface water management system f No less than 5 5 acres of the II-acre littoral zone requirement shall be maintained and comprised ~f species that are representative of hardwood swamp habitat found on-site including but not limited to swamp bay, dahoon holly, and pond apple in association with a typical herbaceous layer of ferns and other native indigenous hydrophytic vegetation The littoral zone habitat shall be fully vegetated with native plant species and occur from lake control elevation to a depth of three feet below control elevation In addition, the developer shall preserve on-site six acres of seasonally flooded ~/etland habitat designed to -5- ~ - -------~ - '- - - --~-- ~ be of value to fish and wildlife species and consisting of native vegetation typical of such habitats . Prior to commencement of construction for any phase of the project, the developer shall prepare a desiqn and management .- - plan for all wetlands or littoral zones that will be a part of that phase The plans shall (a) include a topographic map of the wetland or littoral zone, or i~clude typical cross sections; (b) specify how vegetation is to be established, including the extent, type, mothod and timing of any planting to be provided; and (c) provide a description of any management procedures to be followed in order to assure the continued viability, health and function of the littoral zone or wetland The plan for each phase shall be subject to approval by the City of Boynton Beach in consultation with the Treasure Coast Regional Planning Council The plan shall be implemented and work inspected no later than eighteen (16) months after each lake is excavated " (10) In accordance with the following provisions, the developer shall provide and maintain a buffer zone of native upland edge vegetation around wetland and deepwater habitats which are preserved or constructed on-site The buffer zone may consist of preserved or planted vegetation but shall include canopy, understory and groundcover of native species only The edge habitat shall begin at the upland limit of any wetland or deepwater habitat and shall include a total area of at least ten (10) square feet per linear foot of wetland or deepwater habitat perimeter This upland ed~e habitAt shall be located such that no less than fifty percent (50\) of the total shoreline is buffered by a minimum width of ten (10) feet of upland habitat (11) During construction, all Melalueca, Brazailian Pepper and Austrailian Pine which occur on-slte ~hall be removed Removal -'\\ shall be in such a manner that avoids seed dispersal by any of these species There shall be no planting of pest exotic vegetation on-site (12) The surface water manaqement system shall be designed and constructed to retain, as a minimum, the first one-inch of runoff "- ~r runoff from a one-hour, three-year storm event, whichever is greater, from all building sites... parkinQ areas and ,internal roaJways Where depressed truck wells are constructed in a manner ::---- - which would preclude retention of the first inch of runoff from the well's i~pervious surface, the retention requirement shall be waived and the truck well drainage system shall be desigred and maintained to include oil and grease receptors and open bottom ~ .1. sedimenl;;ation sumps, ~s pollution retardant structures Parking areas ~nd r~il;.cJwa;(~(_:~.~ 'th:~ tfu.ck weps shall bel designed tO'divert runoff 'l;Q storage "!\4 ex~lp~ra~ion systems on.,.:site 'prior tlo discharge i~to the surface water management system Condition 16 shall apply where hazardous materials will be used (13) No unfiltered runoff from parking areas and roadways .\. , shall be discharged directly into any wetlands (14) The ~urfape ~ater management syste~ shall be designed and , constructed to maintain existing normal seaaonal water table levela r. and hydroperiods (15) As part o( the annual report required under Section 380 06(16), Florida Statutes, the developer shall provide a ~ist of all industrial tena~ts, including a description of their activities and the fo~r Ai~~~-,~~q~~~~ In9ustFlal. ~la$~~~ication Code appli- cable to ttle QPer~~~pn A c:;ppy of this! list sral~, be provided to the Department of E~'"vironmental Regulation, the South Florida Water Management District, the City of Doynton Beach, and the agency delegated the authority for maintaining, updating, and verifying ). the master files for hazardous waste generators in Palm Beach County -7- " II l16) Prior to occu~ancy, each specific tenant or owner that uses, han4les, stores or displays hazardous materials or generates hazardous waste shalt meet the requirements of this Condition 16 For ~urposes of this Ordinance, "hazardous materials" and "hazardous waste" shall mean those certain 127 priority pollutants, volatile orq~nics, and trace metals referenced in the Clean Water ^ct administered by the Environmental Protection Agency (as may be amended from time to time) The tenant or owner shall construct an appropriate spill containment system which shall be designed to hold spilled hazardous materials for cleanu~ and to prevent such materials from entering the storm water rlrainage system In addition to a containment system, tenants or owners shall also develop an appropriate early warning monitoring program The containment system and monitoring program shall be acceptable to the Department of Environmental Regulation and the South Florida Water Management District and shall serve all structures or areas where hazardous materials are used, handled, stored or displayed, or where hazardous wastes are generated The developer shall ~ impose these requirements and the obligation to remediate any contamination on each industrial tenant or owner in an appropriate covenant and restriction which shall be approved by the Department of Environmental Regulation and the South Florida Water Management '. District and made ayailable to the City of Boynton Beach The City reserves the right to inspect all buildings within th~ project, during normal working hours ,. .;-;. t lt7f- The dev~lOper shall develop a hazardous materials . I . .... ..- f .. ~.' - I . I' .--\. t-. - ' ~ contam~"a~ion iesponse lan tor the develo ment within one ear of i:' '..'. , ' 'the eff~ctive dat~"""'oer'the' 'Development .Order .. reviewed and apprqved by the City of Boynton Beach in ~onsultation , with the South flq~ida Water Management District, the Palm Beach ~he plall ,t,a'll be r P' 'l> County Emergency Preparedness Division, the Department of Environ- .- ~ental RegulatLon, a~A ~~e Tre~sure Coast negional Planning ", " " ~ -8- -~-----._-- Council The plan shall identify appropriate measures for contamination response, including, but not limited to (a) provision of equipment and trained personnel on-site or a contract with a contamination response firm meeting Florida Department of Environmental Regulation requirements, if found necessary by the above referenced agencies to protect the ground- water from possible contamination; (b) specification of follow-up water quality monitoring programs to be implemented in the event of contamination; (c) specification of design and operational measures to contain and direct -contaminated surface runoff away from ponds, canals, drainage structures and other connections to the surficial aquifer, (d) .p.citic.tio~. tor the development and implementa- ~l.~t... ~ 1~.' ;1 'I':" tion o~ a;'~ooJ::~inated~-!"onitoring program 'which~"incorporates the ~.~ :~i-:\' I ..~ .1. 6., indiv~~uA.l. s.!te 'mlqqo~~oring programs required'l,Inder Condition 16 I above in such a man~~r as to achieve an efficient and effective overal~ projec~ ea~lY wa~ping monitoring program; and ... .-~. (e) r~quirements for financial responsibility which will assure j:1eaflup co,t,a w+.l.l' Q4il provided ( 1 a) ... All r.qu'rem~nt~ .fq~ nonpQt~ble wate~ ahall be ~et onlY ,I:, ~~: by withdrawls from"the surface water management system and adjacent canals (19) ^ minimum of thirty percent (30\) of the landscaped areas required by Section 7(H)(13), Planned Industrial Development regulations, Appendix A, Zoning Code of Boynton. Deach, less waterways, as a part of s~ecific site development shall be preserved or replanted in a manner to enhance or recreate native vegetation In addition, the following shall apply (a) the location of the areas of nat4ve vegetation shall be such that the watering and fertilization of non-native areas not -9- - inhibit the management of the native vegetation areas in a healthy state: (b) a minimum of fifty percent (50\) of all trees and shrubs used in landscaping shall be nativ~ species adapted to the soil conditions on site, and (c) any scrub habitat set aside under condition 6 above which i. located on a specific site to be developed ~ill be found to meet this condition and to receive credit against condition 6 (20) Generation and disposal of hazardous effluents into the sanitary sewer system shall be prohibited unless adequate pretreatment facilities, approved by the Florida Department of F.nvironmental Regulation and the agency responsible for sewerage works, are constructed and used by project tenants or owners generating such effluents (21) To the extent feasible, the developer ~hould incorporate energy conservation measures identified in the Treasure Coast Regional Planning Council's Regional Energy Plan (22) prior.~ final site plan approval, the developer shall \l implement the ener~y conservation measures endorsed and/or recom- mended by the Dev.~QP~ent'~ architectural review committe~ The energy conserya~~o~~ea&~res .~all incorporater at a minimum, those energy conservation measures identified on pag~s 25-4 through 25-7 " of the Application ~or Development Approval ~, any subsequent rev~l~lons, shall be transl..itted to the City of ,i' Boynton1P.ach for ;.view, and to the Treasure CQast Regional \J ~ \'~;"" _.'~' or .;~.! ~"'!'. . ">',~anllir\9",Co~nci:rr'\l~:.,'::.'\I~"~; ~,l il It .~~ ~ - '~': .' "'''.i(;t!.~f;~''':ft.~~ JI,. ~.4-1' ~:~'i). ('f, \.t{ ,.1 ~~..J./'The devei.oper"Shall construct' an "': !\......~,f .~' 'L' ~ }I.{. 4'. ~ ~ ~..... . ." . 1...-... Northwes't 22nd -Avenue" from Congress Avenue to 'Seacrest Boulevard The guidelines, and .'1-;", ..~- 4: '),:'- ,!'"i ,~: ~, ~ addlilonaitwo lanes on ''\:~: ...~...; Includi'~~ all intersection improvements at Northwest 22nd Avenue . " and 58acrest Boulevard within five IS) years from the date nf recording of the first pla~ This constr"ction may be phased with po;tio~s o~ ~n., constructio~ required t~rough the limits of each plat The cOf1str~.C?tion shall include ..::~ in~..r~.....1" i nn:i and the ./ ~ .'. ." -10- \/ bridge over the E-4 Canal, but not the widening of the existing .... bridge over 1-95 (24) The developer shall have construction plans and a right-of-way map prepared for construction by Palm Deach County of double left-turn lanes on the east and west approaches to the ..... intersection of Congress Avenue and Boynton Beach Boulevard Surveys and design work shall be commenced within thirty (30) days after issuance of the Development Order by the City of Doynton Beach C9mpleted p~~ns and the right-of-way map shall be delivered to the County within four (4) months after the date of the " Development Order The developer shall contribute $141,000 00 to ~e County within thirty (30) days after construction contr~~~e ~~~ .,. awarded and construction has started ft". .~-;.rJ..... . ........ _' ofl.... .:: J(25} THe-..devel.o'pll.:: -shah have a Feasibility/Justification : ;T" . ~. I ;." ~. f\: ~#!i:'" f~~~~dy ~n~;;f~u~~~~~~~Q~'I&:~;~i};ronmental Imp~ct ~~;~_::ment (EIS) ~repared under a cq~tract which shall be approved by the City Boynton'aeach prio~ to execution of same, for an intercha~~e 'It of " ,. between 1-95 and Northwest -. - . ~ to ~200,000 00 of the cost -- 22nd Avenue The develoe~r shall pay_~~ of these engineering/environmental studies. The Fl!as {'hI ,1'."r.'J:,e.. ~fl ~at ioo,.StudV .s~al1 commence wi thin thirty (301 days of; the issuance of the Develooment Ord~ and be completed within two hundred (200) calendar days thereafter~The EIS shall commence upon favorable review by the Department of Transportation of the Feasibility/Justification Study and bp. completed three hundred sixty-five (365) calendar days thereafter~ (26) When~xternal trips Qenpr~~p~ hy the proiec~ _v~pp~ --- . 15,000 trips per day, the developer shall construct, or contribute_ ~o Palm Beach County the cost of constructing, two additinn~l lands oQ Congress ^venue, bringing it to a six-lane capacity, from ~oynton Beach Boulevard to Miner Road If this improvement is constructed by others at no cost tc the developer and if neither the State nor Federal governml!nt has indicated disapproval of the 1-95 interchange at Northwest 22nd Avenue, the developp.r shall -11- ( ~vfd \:: contribute $900,000 00 toward construction of the interchange in ~ lieu of said Congress Avenue improvements; provided, however, that if the contribution is not required for the interchange due to the fact that the State or Federal Government has indicated disapproval, the developer shall provide $900,000 00 to the County to be used for improvements at the intersection of Boynton Beach Boulevard and Congress Avenue and at the intersection of Northwest 22nd Avenue and Congress Avenue to provide additional capacity required if the interchange at 1-95 and Northwest 22nd Avenue is not constructed The contribution under this cond~tion shall not exceed $900,000 00 except as that amount is adjusted for changes in the cost of living by a construction cost index uSing 1985 as the base year (27) The developer shall contribute $900,000 00, in excess of - any contribution made pursuant to Condition 26 above, for ri~t- of-way acquisition and construction of an interchange at 1-95 and Northwest 22nd Avenue at such time that the funding is needed to commence with construction of the interchange The developer shall a also dedicate to the appropriate governmental aqencies any inci- dental rlqht-of-wa~, ~t to exceed three acres, which is needed for the intercrange and is located within the project boundaries If the interchange is disapproved by the responsible State and Federal agencie~, the developer shall contribute $900,000 00 to Palm Beach ~, " County for improvements at ~ne intersection of Congress Avenue and Boynton Beach Boul~vard and the intersection of Congress Avenue an~ .;.. Hortnwest".22n" Av"nue when_ t.he project generates in excess of ~ ....;.., ") f' '.. .I ...~ 1S',000.uternal t.dps qaUy.. Tl1is contrfbutio!'f shall not be I ; . required in the event that the $900,000 00 contribution required under Condition 26"'.bove is allocated to imprOllements at these \~, .........-.t intersections The contribution under this condition shall not exceed $900,000 00 except as that amount is adjusted for changes in -~- ~~~~_ of living by a construction cost l~~~usin~9a.~...:':~ the bue ~ '---- -'2- ---------------- (28) The developer shall monitor project traffic generation annually beginning after development of one hundred thirty-two (132) acres (not including R-O-W, retention areas or preserve areas), and shall provide that information to the City of Boynton Beach, Palm Beach County and the Treasure Coast Regional Planning Council The methodology and scope of the monitoring effort shall be approved by the City in consultation with the County and the Treasure Coast Regional Planning Council The results shall be used to monitor compliance with Conditions 26 and 27 above (29) The developer shall provide signalization and turn lanes at the intersection of Congress Avenue and the project access road and at all project entrances on Northwest 22nd ^venue as necessary " to mai~tain service level C , (3Q') With!!" nJ.'n~ty' '(9q) ;days of the approval of the ":'- Developmen~Order, dedic~te to Palm 'Beach Coun~y the right-of-wa ., .J, ':. ~r Hiner Road through the lim~ts of the Park Hiner noad appears as a lOB foot arterial on the County's Thoroughfare Plan (31) Within ninety (90) days ~f the approval of the " Development Order, dedicate to Palm Beach County the additional . right-of-way for ~.W. 22nd Avenue through the limits of the Park N W. 2~nd Aven.!Je ae.Pe~rJ~. as .a 108 foot arterial on the County's Thoroughfare Plan (32) In connection with the raquirement to set aside forty (40) acres of scrub abitat, within one hundred eighty (180) days Lw of the approval of the Development Order provide for the City of Boynton Beach the legal description of the areas to be preserved (33) In connection with recommendation 6c which appears Regional Planning Council's report and recommendation, the developer shall provide for the City's approval, documents which will specify the nature of and responsibility for the continued maintenance and preservation of the forty (40) acre scrub habitat set aside -13- (34) The City of Boynton Beach and Riteco Development Corporation agree to the following items concerning a civic and non-recreational Impact Fee to be paid to the City (a) The City will enter into a contract (hereinafter the .Contract") with Dr James Nicholas whereby Or Nicholas will prepare a study (hereinafter the .Study") with respect to civic and non-recreational impact fees -- (b) Doth Riteco and the City agree to be bound by the Study (cl niteco will fund up to $20,000 OU with respect to payments mad~ to Dr Nicholas under the Contract, said monies to be paid to the City upon execution of the Contract and approval of the Devp.lopment Order (d) In the event that the development of the subject Project commences within 3 years after the issuance of the Development Order, Riteco will be given a credit for the amount funded by Riteco pursuant to this condition 34 Otherwise the amount funded will not be refunded to Riteco 11 (e) Riteco will b~ entitled to review and comment on the Study as it progresses, and will be timely provided copies of all correspondence and pther documents regarding t~e Study (f) The parties agree in concept that any impact fees be due and payable at the time of issuance of ce~ti~cate of occupancy and shall make such recommendation to Dr Nicholas (35) In addition to the water mains proposed to be constructed in Phase I as a part of pr~ject development east of the L WOO ~-4 Canal, the developers of the Park will be required to extend the sixteen (16) inch water main proposed to be installed in N W 22nd Avenue eastward to High Ridge Road and then northward on High Ridge Road to tie into an existing sixteen (16) inch water main within five (5\ tears of the date of the approval of the Development Order ^lso, in order to clarify utility construction in Phase 1, the following shall apply -14- / (a) Any Park development east of the L WOO E-4 Canal will require the construction of all Phase I utilities as shown on the master plans lor utility construction, and, (b) Any Park development west of L WOO E-4 Canal will require the construction of all utilities shown over that portion of Phase I plus an additional tie into the existing sixteen (16) inch water main on the west side of Congress Avenue at the project's northern entrance (36) The developers shall comply with the memorandum from Perry Cessna to Carmen Annunziato under date of October 23, 1984, I which Memorandum is attached hereto as Exhibit -B- and made a part hereof t : (37) All water mains proposed are to be accessible from either "'1\ a paved street,' drivel,.,ay, or parking area ";-. ~Ht', ~ I~-t"- lr"'i! . (38) The Parl('s:"developers shall ciedicate .to, the City of '~i..' , Boynton Beach, a twelve (12) foot wide utility easement parallel . " ',1" and adjacent to the Boynton Canal between the proposed water main canal_~ccessing ~~d High Ridge Road .. (39) The Park's developers or assigns shall provide on-site security during all phases of construction in the construction areas (40) As it is the stated intention of the Park's developers to supplement municipal police protection with a private, centrally- located and housed, on-site security force, the following shall be required a All security alarms to be installed within the Par~ are to be connected to. the on-site security facility b It is required that the Park's developers submit to the municipal Police Department the research employed as a basis for vendor selection (41) ~ W 22nd Avenue shall be constructed with a landscaped median, and the developer shall submit to the City of Boynton -15- - Beach, the landscaping and irrigation plans for review and approval (42) Any of the Park's internal rights-of-way which arft public - will be landscaped The landscaping and irrigation plans shall be submitted to the City for the City's review and approval, and subsequent maintenance shall be the obligation of the City (43) The City and the Park's developer shall make respective good faith efforts to comply with that ~ertaln letter from l~ade Riley to Peter Cheney, under date of October 22, 1964, which letter is attached hereto as Exhibit MCM and made a part hereof (44) On or before the 15th day of February of each year, Riteco Development Corporation, or its successors or assigns, shall submit an annual report for the preceding year to the City of Boynton Beach, the Treasure Coast Regional Planning Council, the State Land Planning Agency, and all effected permit agencies, or their respective successors The annual report shall includes (a) a complete list of tenants (and where applicable, th.ir_Eespectiv~~~our Digit Standard Industrial Classification " Codes) located in thG development during the preceding year, together with a description of the activities and operations of each tenant and a map indicating their respective locations within the development1 (b) Changes in the plan of development or phasing for the reporting year and for the next yearl (c) A summary comparison of development activity .,.. .propose4. ~~4 actpallt co~ducted for the year; (d) U~~eve~o?~d trac~s of land that ,have been so~d to a separate entity or developer (e) Identification and intended use of lands purchased, leased or optioned by the developer adjacent to the original DR! site since the development order was issued; -16- ~~- --_._------~-------- ( f) An assessment of the development' s and local government's compliance with conditions of approval contained in the qRI development order; (g) Any known incremental DRI applications for develop- ment approval or requests for a substantial deviation determination that were filed in the reporting year and to be filed during the next year; (h) A statement that all persons have been sent copies of the annual repor~ in conformance with Subsections 380 06(14) and (16), Florida Statutes, and (1) A copy' of any notice o~ the adoption of a develop- ~ ment order or the subsequent modification of an adopted development order t~at was recor?e~ by the devel~per pursuant to Paragraph 380 (J6(14>l~l, Flor!(].i" Statutes .' '''''' ' (45) The propekty'shall be developed in a manner that support conservation and efficient management of energy resource. pursuant to the Energy Element of the Comprehensive Plan of the City of Boyntc:~ Beach '1. "";" ~. (46) The City Manager nf the City of Boynton Beach is hereby designated as the local official responsible for assurin~ compliance with this Development Order Section 5 A copy of this Ordinance (Development Order) shall be transmitted to the Division of Local Resource Management, the State Land Planning Agency, Riteco Development Corporation (the owner/petitioner), and thp. Treasure Coast Regional Planning Council Section 6 This Ordinance shall become effective imme~iately upon passage FIRST READJNG this ~ day of December, 1984 -17- ---~--~-~~-------------~--- .... - ,. SECOND READING and FINAL PASSAGE this (/~ /0 day of December, 1984 CIT'i OF 1l0YNTON DE:ACII, FLORIDA ,,~ J! :a.11 g........................... "'?~/.'I/.J ~. YOn . vt~/# fI"= l t2.."_ct:,,,- CO NCIL l"E.~BER ATtEST c-;#ff~~ J.... ,,:, .r , I ,~\~ 113084dt 07///994 C E R T I F I CAT ION ~. I, aETT~ S BORONIiTCity Cle;rk of the City of Doynton Beach, Florida, do her~by certiLy that the abo~~: and foreqoinq seventeen (11) paqea is a true and correct copy of Ordinance No 84~51 (with Exhibits A, a, and C attached) I as it appears in the records of the City of Boynton Beach, Florida (SEAL) -10- , "' EXHIBIT "A" OVERALL BOUNDhRY LEGAL DESCRIPTION A Tract of land lying partially in Sections 16, 17, 20 and 21, Township 45 South, Range 43 East, palm Deach County, Florida, said Tract being more particularly described as follows Commencing at the Southwest corner of said Section 17; thence North 1'14'39" East, along the West line o~ Section 17, a distance of 1310 10 feet to a point in the intersection with the centerline of N W 22nd hvenue, as recorded in o R Book 1738, Page 1686, of the Public Records of Palm Beach County, Floridal thence with a~bearing of North 89 04'32. East, along the centerline of N W 22ild Avenue, a distance of 778 37 feet to the pOint of Beginning; thence North '.44L39. East, a distance of 1247 06 feet to the South right of ~/ay line of L W D D Lateral 21-;' thence North 89'00'49. east, along the South right of way line of L WOO Lateral 21, as recorded in 0 R Dook 1732, Page 612, of the Public Records of Palm Beach County, Plorida, a distance of 635 93 feet to the centerline of the L W 0 D Equalizing Canal &-4 Canal, as recorded in o R Book 1732, Page 612 of Public Records of Palm Beach County, Florida; thence along the centerline of the above described &-4 Canal wi~h a curve to ~~e r1gh~ having a chord bearing of North 10'32'52" Eiut, .a radlus 9f '75.9r.QQ ~eet, a central angle of 4'04'17", and an arc length of 5~ 29 ~eetl~thence continue along the centerline of the E-4 Canal, wi~h a,peari~g'9~ North 12'35'OOY East, a di~tance of 320 69 feet to. a point, of curve; ~p~n~e with a curve, to the'lleft having a radius of 6500 00, a central' angle of 3'28'30", and an arc length of 394 23 feet; thence North 9'06'30" East, a distance of 1979 16 feet to a point on the North Line of Section 17; thence with a bearing of North 89'16'39" East, along the North line of Section 17, a distance of 1964 50 feet; thence South 0'02'11" East, a distance of 26~5 18 feet; thence North 89'08'49" East, a distance of 368 96 feet to a point on the North right of way line of'~ W 22nd Avenue.as recorded in 0 R Book 1738, Page 1686 of the Public Records of Palm Beach County, Florida; thence South 19'27'31" East, a distance of 50.00 feet to the centerline of N W 22nd hvenue; thence with a curve to the right having a chord bearing of North 75'29'49" East, a radius of 1637 02 feet, a central angle of 9'53'58", and an arc length of 282 85 feet to a point; thence North 12'02'41" East, a distance of 915 72 feet; thence North 0 31'11" East, a distance of 399 70 feet; thence North 89.'2'37" East, a distance of 413 21 feet; thence South 08'22'56" East, a distance of 1349 70 feet to a point on the West right of way line of the Seaboard Coastline Railroadl thence South 0'28'21. East, along the West right of way line of the Railroad, a distance of 1309 09 feet to a point on the centerline of N W 22nd Avenue; thence North 88'27'31. West, along the centerline of N W 22nd Avenue a distance of 672 97 feet; thence South 0'))'53" East, a distance of 1306 69 feet; thence South 88'45'31" East, a distance of 333 51 feet to a point on the West right of way of the Seaboard Coastline Railroad; thence with a bearing of South 14'08'2)" West, along the West right of way of the railroad, a distance of 1312 49 feet; thence South 0'3)'53. East, a distance of 26 69 feet; thence South 13'15'22" west, a distance of 920 57 feet; thence North 88-50'04" West, a distance of 187 60 feet; thence with a bearing of North 0'49'21. west, a distance of 200 00 feet; thence North 88'50'04" West, a distance of 218 00 feet: thence South 0'49'2," East, a distance of 200 00 feet; thence North 88'50'04" West, a distance of 40 00 feet I thence South 0'49'21" East, a distance of 556 84 feet: thence North 88'50'04" west, a distance of 3617 26 feet to a point on the centerline of the above described centerline of the E-4 Canal: thence with a bearing of North 5'18'14" West, a distance of 153 13 feet, thence with a curve to the right having a radius of 450 00 feet, a central angle of 15'36'44", and an arc length of 122 62 feet; thence North 10 18'30" East, a dlstance of 908 60 feet to a polnt of curve; thence with a curve to the left having a radius of 450 00 feet, a central angle of 18'20'00., and an arc length of \43 99 feet; thence wlth a bearing of North 8'01'30" West, a distance of \255 14 feet to a point on the centerline of N W 22nd ^venue; thence with a bearing of South 89'04'32" West, along the centerline of N W 22nd Avenue a distance of 817 8S feet more or less to the PoLnt of Deginning Containing 591 55 acres more or less and subject to easements and rights of way of record ( ( i.... MEMORANDUM - October 23, 1984 TO Mr Carmen S Annunziato Director of Planninq RE Boynton Beach park of Commerce The ~pproval of this development as related to their lift station configuration should specify that at the time of p!.,mning the first phase east of the E-4 canal. that the developer's engineers will present to the city,a study to show whether lift station #3 on their master plan can be deepened and/or relocated in such a manner as to eliminate lift station #2 for the nort~ east section of the develop- ment, Based upon a review by the city staff and City's enqineers, the desiqn will be finalized prior to approval of the plans for lift station ~t3 and its qravity collection system >E ~~.~~~ Director of Utilities a~t &l~1T- ,,~\, , ., ~..Jjl'! 201 , ~JiN" \\-<lSI l..1nla .a Roa.J Lanhria. florlda' 33462 I'(.on.. '(305).533.0902 RITECO DEVELOPMENT CORPORATION October 22, 1984 eitf of Coynton Beach P 0 Dox 310 Boynton Beach FL 33435 Attn: Mr Peter Cheney, City Manager Dear Hr Cheney: Riteco Development Corporat~on would like to enter into discu55ion with the City of Boynton Beach regarding the possible exchange of property This exchange would involve the City owned property located at the intersection of N W 22nd Avenue and Seaboard Coast Line Railroad Riteco would propose to use properties located within the Planned Industrial District located in the same area This exchange would be done on a value for value basis with said values being mutually acceptab~ to both parties If this concept meets with your approval we would be pleased to meet with you at your earliest possiblo convenience Sincerely, LJr~..li, R.1{L:1l.1 Wade Riley Vice Presi nt Wn/gd CCI Mr Carmen Annunziato .. ~1T-"L'\ ..... Appendix C Quantum Park Groundwater Monitoring Plan ~ '- ..... QUAN"l'UM PARle GROUNDWATER MONITORING PLAN Prepared for. Quantu. A8.oc~at.. Port Lauderdal.e. Fl.or~4a Prepared By. R.source BDgUa..rinV and P1.annJ.ng. Ine. ...t P.u. Beach. Fl.oricla July. 1987 ~..... . " Introduction , Quantum Park is a proposed commercial, industrial, and office park in Boynton Beach, Florida, which is to be developed in accordance with a Development Order (DO) approved by the Treasure Coast Regional Planning Council and the City of Boynton Beach. The DO stipulates that Quantum Park prepare an early warning monitoring plan for hazardous materials to be approved by the South Florida Water Management District (SFWMO). As part of the hazardous materials response plan, a plan which identifies the groundwater monitoring strategy at the site is to be developed. On June 4, 1987, representatives of Quantum Park contracted Resource Engineering and Planning, Inc. (REP/Inc.) to prepare the groundwater monitoring plan in accordance with SFWMD guidelines The purpose of this plan is to present recommendations and guidelines for groundwater monitoring which are developed from site-specific information. This will include a description of: o Site Plan General Topographic and Drainage Characteristics General Soil and Hydrogeological Characteristics Location of Proposed Monitoring Wells Construction Details for Monitoring Wells Analytical Parameters to be Tested Sampling Frequency and Quality Assurance Laboratory Requirements for Sample Analysis o o o o o o o The overall hazardous materials response plan is included here by reference and should be reviewed for situations not addressed in this report. Site Description Quantum Park straddles Northwest 22nd Avenue between Congress Avenue and Interstate 95 in western Boynton Beach, Florida. The park is bounded on the south by canal C-16 of the Lake Worth Drainage District (LWDO) and to the north by High Ridge Country Club. In all, the site occupies 560 acres in Sections 16, 17, and 20, Township 45 South, Range 43 East. Figure 1 presents the location of the site from the Lake Worth Quadrangle of the United States Geological Survey (USGS) 7~ minute topographic map series. Of the site area, approximately 153 acres are zoned for industrial development, 146 acres for office space, 30 acres for commercial development, 123 acres for preserve, open space, lakes and wetlands, 46 acres for research and development industrial, and 17 acres for a city park. At present, the site remains largely undeveloped, with the exception of road work and initial construction on an industrial parcel in the southern portion 1 _f,~,\r;E:A.~i.I".~~ " 'Y' fTt~\\ ~r1lr~6 :' ?'. ., . . r~\ ;!~ ..~ .., ~ IH ~ ,." :. '- ..~':. ""*~i\r-~.; ,~~ ::~ i/lit... \...-. .' .1- : ~.: ".t ~~ I'. . _ ~"", .~; ,.,... ,~: . .. Ita : " · - · ,]-.,. . .' . . ;..~, _,' .r'. ~ V' T'" ~_. ., "" ,:;- T~ \~~~~! - --.-. . T! ~~.. o.r . "'I, Ji !,' 'f! . "' ':.:.' ' , · .f 11 - T- 1 \, I <..1$ \' '~(\ I "-.\..'r!'~ . · ' L. \ I, "'. \' '. '\ "'" \, \' " , .... ....; .--' [- \. ~ 11 I 1." , p i: ,: , I ~ '~t"l 'It I ':'l~'. ~I :.~.r ~.I..' '\ 4:";':: I~' , " f I ,I'" "1" ".....J r]'.J I Iii ____~ .. ' t II . ~ 'i! . g~'. L:,:: ;/t! il't!! -, ,-' . ~. . tll~V-;;' . I : I I . i \ ~ 1 [\ It! I I'" n ' · ,I · . 1 ._/ " .... .': ",;/0\ .. '.. ,J.,' , i1P."" ,n I L"'''' .1 'II '" '\I.!. ? -' :;1' j, \' I ""\"-.. i J 7' I ~ . ,H " ~ '~8 ~ ~ '.l-,:f1J1 J~ <-....~ ,,~r - "1 -" .'- -...... .' I 17 -,..:' ('.oIIIIiI. .' ~ ... ,. I . i ln~t J: I ..... ' ,'jU~ Ii \ _ " ' . "'" l"t 1- a !% rl.. i'l"" ..~ ;. ~ ~~;L~ ~ }il I 4: , j~,. t .,l. '\ \,,~\ ' ~ (. .. iI'l' ~I iL7 _Iaypo~ ...1.. ~ \ r I -'\ .I'1;/!" , h\\\ ;;, ~ ,n "1)~ 'f -,- _: ~. ~., :.~ t \ I \;.. i\ ." I' _ \~'!'I I~' r ' -~- -~ J -$ t:;.;n ;::, ~. ..\ ~',.. '1 "~') I / J .. -~ po- _ I _ III' '",:_ . '- .~ I ~I .;. j ~! I \ t - \ I .,,' ',_ _'_ .' J ... !11'- . "," , · - ~ , 'i~ .~: ' ." ~. nil N:I' ~J y.-.... J- .9 . f I I \ .r -:-.... I ..0 ~~ 1\ \ II ~ ~ ~T1 l{ - ~ 1-' - ,..... (J I ~~I' " I \ . , _ I ~..:l' ...-'ri _ ,. '.... -.' - ' C-t~':: .!?~~~ ;,e.~-'J!,(_.-f>. :>> l' l' · f p. k ..,- i":'"!J ~.- ~~- "I ~. ..v ,. Co _, 'oS \ J" ... -I ,'/:0' · · " ...;:' ' . , _..-" i ':,' I,d" · ,I.J- r- L '; ..' i _.. ~ ,I ."_jl ~ \ 2 \ ,,; U I, vJ.hi!ll(i-.n..~ \ . ~\ 15 ' \ _. It _' ~~I 17fi\ · _ I r ~Yi'] 'T)" 'V I - r-c.:: -'I \: \ ' _-.: i' ' r.-r' .: '':::_ ~yr~., I' .I.'II~ii\I\. :"., · ' , .. - . ~~:: 1 ' .... II ' :_ ,_ ~ i I . \ I II '~.'I \ 1 l. ., ~ ~ ~ ~ ~ 7;- I I~ 1\ ~',. ,! ; ,I " I, .. . ; \ I II! :;, I' I i . 0 ' . '. . " . \ ,".' - .~~--..{:.. ~ll. ..~- ,\ CJ II "..' Il-~ \ ~ ' ~'~ ~ ~ - r - \ " <>.'"to ; ~ 1(' I .- ~ 1..' J,.'~ · . I " \ I' \ \ -' "'''1i-:-'.~ ' ! .._ ~_j _;;; '..... 1 ,i',.,. ,~~ \'\ r...i ~.~ r:::.:r.- rJ : l !"'" \ \. ./,' ~ "\ ii'..1 'V- ~.>:=, ~"'i . · " :... · -t .J I ' .(._ \. '111\\ #~~ t ~, Y~~\l t ~- - 'm~" {,I '"' ! t \ ~__ \ " ' ~..' ~._r "..'.l.1-.J ,..~. \- if \ ./1\ f \' . i \" "J 1\ ,\. 1-.L,.l._~ ,\ t/ ~ ,:; I ../ ..' .., II ''r'' - "-~ l' ..,~~.\ Jt:1L . _.!, ~~f~ ',.-of (.'''' .~ Pi, -, ...""2 '.~ ~,,,..../ ( . . ,. . :' h 1 , ,~./~ ~ ~. " · / . .~ ':'\ ." ....... .. V " .,.. -~ ,~ , 7' ~.. ~ ,..... ~~ ,\ ,: ~'''' H() 0' H -, .~~.. I"" ..: ,~~'~~/~::" '. .... ~ : ~. \ ' I" "4' ~. .. ". '. - - . · '-C" .." I ~.." . '.' _"0" ,. 20 ::_ .. -l' \ ...''', ','{:" .."r". .,. · " i.2. ~~\ ,_ ., ~\... . l' . . \ \. ~ .,,' .;,~ .....r ' ~::/ . . ,. .., ......._~ ...-' ' \'~, ~ ,~i f~' 1'! ~i': 1 .' l"'_C!-yn'Of'.~.~h ~\ 1\ ~' .. roo... .w - ~...~". /....i _\ .' _....~ _,:.;.,.t,:.1 ~l '. . - ;.. l'" _"''''-::':"~:, ~ '. . .. " .' . r,," .' - - · . ' AM': . if JlJ ;.'~~.~" "'('''~ _\ ' ~,~ ~ ~ \1 ,,"- I'" · .,'" 1 "'"'... ,'t""-'; '. '.\ >, ,_~\(. ,\\\~\ \ \ , - .' ~ I j ~ f~ rl ~- I, \ ~f:'~.-:~,' !J.?:-;i~\. \.~~!'\ll\\~~(IiJ'- . ~, trP,l\\ :' ~ ~ ~._ . ., 1- ...- -I ,,,- .." '" ~ I "'. -.- i'. ... -:.--.-. . ~-: '7j:;-~.. :-li:",.='~ f,,,,-f. ~ Figure 1: Site Map for Quantum perk --," ,_ ,J!' 'Ii' ~ ! ti, -1'. · - -- - -' "1'1 -;1: \.t,~ t.:,...>.;' i .;t. Q...nWon "..oel.'.. _.' 'H' I Jj;: _ . ..' :... ... ..tt"..... _.... ,.' l .",U f ~__ IIESOU"C< EHGlHE.,.,Hfl ...1<0 ..........IHfl. ItIC. -- \\ · 'l ..' ) -- - III) J:1 ,=: ---....- --- _ _ , c,., . . ..... --~ " .. ~"l'r"' " .". -:.,. -'11'''' ,... ,.' '-' .." l' ..... n -,",- -.., ..,.-,.,,,. (" -:t"~'" - __0:-::::' oj '}' , \ . ~ I ~ \rIt1Cl . : ~ ~~/I. --I l',J : -l:d rl\. { 1\ i~ _ ....J. ;------ .,..,. <to -,- _ . '", ~\ !k)() i ~' .. ... .--- -----.-------------- --------- '- .... Location of Proposed Monitoring Wells ~ It is proposed that nine (9) monitoring wells be constructed in the areas of greatest industrial activity to provide an effective means for early detection of any groundwater degradation in these areas. The industrial and research/development parcels are concentrated in the southern and northeastern portions of Quantum Park, and it is proposed that the monitoring wells be constructed in these areas to evaluate any impact from industrial activity. Figure 2 presents a site plan of Quantum Park with the nine proposed monitoring well locations and the numbering scheme used in this plan. These well locations are essentially the same as those proposed by the SFWMD, and are felt to be adequately arranged to provide reasonably early detection of groundwater degradation in the industrial areas of the park. All attempts will be made to install the nine monitoring wells out of the way of proposed development and construction. Should it become necessary to abandon a well due to impending development of the particular parcel, an alternate monitoring well will be similar to those of the original well The abandonment of the original well and the installation of an alternate well will take place only after the approval of the SFWMD Monitoring Well Construction Details The ground surface elevation at the nine proposed monitoring well locations varies from approximately 10 feet above NGVD to 25-35 feet above NGVD. Given this condition, the terminal depth below land surface for the wells will vary to facilitate a screened interval in all wells of approximately 5 feet above NGVD to 10 feet below NGVD. All nine wells will be constructed in similar fasion. Bore holes will be drilled using hollow stem augers. Well casings and screens will be constructed of 2-inch diameter flush-thredded schedule 40 polyvinylchloride (PVC) pipe. Each bore hole will penetrate to a terminal elevation of approximately 10 feet below NGVD. Well screens will consist of a fifteen-foot section of slotted (0.02 inch slot) 2-inch diameter PVC pipe. The well casing will be inserted through the auger stem into the borehole and, as the augers are raised, the annular space between the borehole and casing packed with washed medium-coarse grained (6- 20 grade) sand. Sand pack will continue above the top of the screen for a minimum of one foot and a maximum of two feet. The sand pack will be topped with a two-foot thick bentonite seal, and the remaining space filled with a bentonite-cement grout. Any exposed portion of the casing above ground surface will be covered with a 4-inch diameter steel guard pipe with hinged locking cap If any wells are completed below grade, a steel meter box will house the well head, which will be fitted with a cap and a locking strap. Figure 3 presents a typical monitoring 4 , ',. ,.. ~ ;J or::..~~ ~... c-oI ~- ". "'.) .. , "" -,.,. " l'."' .. -u, .. ... '" .'l --. ) r l . J i r.-;t ~~~ I :J t J ! h ' I ,--'--;' :' , \ .> .i~ , ~'if'Cl : " tri14.;nn : ~t'I~ : """'l '~ i nrari.-,a ~ """"", :t n It . .1 1 MASTER SITE DEVELOPMENT PLAN LEGEND MSN ~- - - ,- - ~ __ ._ ..__ L--.J c... .. - - II.' Co ,..... .......t ...... _.. (".....cw ...- e. r:.=a =,... -- .:~:: ---J _.6.... ..... .. -.- -.1... \ ' ..-- --- --= ..... ..... .,.-. ..._ _........ .... "'.c. .-....- -- .......... - =:::::J ,-... .... .,... =--- -- j _ .u. I -1 r --, .... ,..nA&. s.a...' - -4 ......--. ~ _:'~.:.-:_:.:...-:,..~~...'- i. 1 t ~ I ;.;-. " ...)..":1. ~ :;\:":'). \ "\ -\1". - - - :lI ~, ';;'...? ,) " ... ". I ,..~~ ) 01 ,,11 ~IJ ~ ~".-'" II . -.. . ~ ~== . ~".lJ' Cl l...~,..' :1 .,,.."" ~;;- -- t===- KEY PLAN .....- _... ....- .-' Quantum A..oc'at.. Figure 2: RESOURCE ENGINEERING ANtJ Pl.AHHING. 'He. Propo..d Monitoring Well Locetlons, auentum P.~ -..........-.- \ ....... ....--- .... o o .., a: ., ~ ., 1&1 a: C SOll)~ . .. ,~~~'::.!~:. II :.~'.'" ~ :~: 2" PVC CAP OR PLUG ~ " 1/8- DIAM. WEEP HOLE 4" DIAM. STEEL CASING W I HINGED, LOCKiNG CAP CEMENT -BENTONITE GROUT 2" PVC RISER PIPE BENTONITE SEAL THREADED flUSH JOINTS (THREADS WRAPPED TFE TAPE) SAND PACK 2- PVC WELL SCREEN Figure 3 Typical Monitoring Well Construction Detail _SOURCE EHGlHEERtNG AND PLANNING. INC. '"- well construction detail for the Quantum Park site. All monitoring wells will be installed by a well contracior licensed in the State of Florida. All wells will be developed by pumping prior to initial sampling. The top of casing elevation of each well will be determined using an engineer's level and stadia rod. Table No. 1 presents the overall depths for the nine monitoring wells for the site. Analytical Parameters to be Tested Groundwater samples collected from the nine monitoring wells at Quantum Park will be analyzed for the following parameters General . Water Level Elevation Prior to Sampling (NGVD) pH Conductivity Chloride Alkalinity Total Organic Carbon Chemical Oxygen Demand Nitrate Nitrogen Nitrite Nitrogen Ammonia Nitrogen o o o " o o o o o o Trace Organics o EPA Method 601 (See Appendix 1) o EPA Method 602 (See Appendix 2) Total Metals o Arsenic o Barium o Cadmium o Chromium o Lead o Mercury o Selenium Sampling Frequency and Quality Assurance The nine monitoring wells at Quantum Park will be sampled following initial development and tested for the parameters listed above to establish baseline conditions at the site prior to construction. Following this initial sampling, the wells will be sampled once every six months with the results of each sampling forwarded to SFWMD by Quantum Park upon completion. These semi-annual sampling events will be scheduled to correspond with the wet season/dry season cycle of South Florida. These seasons are roughly defined as June-October (wet season) and November-May (dry season). 7 ~_ J~__uu -- TABLE NO. I CONSTRUCTION DEPTHS FOR QUANTUM PARK MONITORING WELLS Approx. Terminal Well Ground Depth No. Elevation Below Ground Surface Screened Interval 1 12 feet above 22 feet 7-22 feet NGVD 2 15 feet above 25 feet 10-25 feet NGVD 3 10 feet above 20 feet 5-20 feet NGVD 4 20 feet above 30 feet 15-30 feet NGVD 5 30 feet above 40 feet 25-40 feet NGVD 6 17 feet above 27 feet 12-27 feet NGVD 7 22 feet above 32 feet 17-32 feet NGVD 8 22 feet above 32 feet 17-32 feet NGVD 9 22 feet above 32 feet 17-32 feet NGVD 8 / 1 - - - It is recommended that all sampling of the proposed monit~ring wells be conducted in accordance with an FDER-approved Generic Quality Assurance/Quality Control (QA/QC) Plan. This provides assurance that sampling is conducted in an approved manner and ensures to the extent possible that samples are representative of groundwater conditions. :..... Laboratory Requirements for Samp1e Ana1ysis As with sampling procedures, it is recommended that laboratories which receive samples from Quantum Park are Department of Health and Rehabilitative Services (DHRS) certified and that they have an FDER-approved Generic QA/QC Plan. This is to ensure that sample containers received from the laboratory have been cleaned according to FDER guidelines and that laboratory procedures are conducted in accordance with standard methods specified by the FDER and the United States Environmental Protection Agency. 9 ...... 4>,' I... APPENDIX I I... LISTING OF EPA 601 SERIES CONSTITUENTS I ' - Bromodichloromethane Bromoform Bromomethane Carbon Tetrachloride Chlorobenzene Chloroethane 2-Chloroethylvinyl ether Chloroform Chloromethane Cis-1,3-Dishloropropene Dibromochlenomethane 1,2-Dichlorobenzene 1,3-Dichlorobenzene l,4-Dichlorobenzene Dichlorodifluoromethane l,l-Dichloroethane l,l-Dichloroethene trans-l,2-Dichloroethene l,3-Dichloropropane trans-l,3-Dichloropropene Ethylene Dibromide Methylene Chloride Tetrachloroethylene 1,1,2,2-Tetrachloroethane l,l,l-Trichloroethane l,1,2-Trichloroethane Trichloroethylene Trichlorofluoramethan Vinyl Chloride 10 ~ ., " - - - , - '- -'" APPENDIX 2 LISTING OF BPA 602 SERIES PARAMETERS , Benezene Chlorobenzene Ethylbenzene Toluene o-Xylene m-Xylene p-Xylene 11