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APPLICATION Section(s) DEVELOPMENT OF REGIONAL IMPACT APPLICATION FOR DEVELOPMENT APPROVAL UNDER SECTION 380.06, FLORIDA STATUTES CONTENTS Subject Instructions Statement of Purpose PART 1. 1 2,3,4 5,6,7 8,9,10 PART II. 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 PART I I I. 33 Application Information Statement of Intent Applicant Information Development Information Permit Information General Section Maps General Project Description Environment and Natural Resources: Environment and Natural Resources: Environment and Natural Resources: Environment and Natural Resources: Environment and Natural Resources: Environment and Natural Resources: & Wildlife Environment and Natural Resources: Historical and Archeological Sites Economy: Employment and Economic Characteristics Public Facilities: Wastewater Management Public Facilities: Drainage Public Facilities: Water Supply Public Facilities: Solid Waste Public Facilities: Energy Public Facilities: Education Public Facilities: Recreation and Open Space Public Facilities: Health Care Public Facilities: Police Public Facilities: Fire Public Facilities: Transportation Housing: Provision of Residential Units Air Land Water Wetlands Flood Plains Vegetation Specific DRI Information Airports -1- Page Number Section(s) 34 35 36 37 38 39 40 41 42 43 Subject Page Number Attractions and Recreation Facilities Electrical Transmission Lines Hospitals Industrial Plants and Industrial Parks Mining Operation Office Parks Petroleum Storage Facilities Port Facilities Schools Shopping Centers -2- STATEMENT OF PURPOSE The Development of Regional Impact (DRI) Application for Development Approval (PDA) is intended to provide information to local governments to assi st them in making deci si ons concerni ng developments havi ng a greater than local impact. Just as the ORI process is not intended to supplant local, state, or federal permitting procedures, neither is the PDA meant to be a substitute for substantive or technical reports required pursuant to such permits. Rather, the PDA provides a comprehensive look at proposed development and serves as the basic data source for the preparation of the regional planning agency's report and recol11!1lendations to the local government on the regional impact of the proposed development. Jhe regional planning agency, in fulfilling its responsibilities under Chapter 380, Florida Statutes, will use this base information provided by a developer to consider whether, and the extent to which: a. The development will have a favorab 1 e or unfavorab 1 e impact on the environment and natural resources of the region; b. The development will have a favorable .or unfavorable impact on the economy of the region; c. The development will efficiently use or unduly burden water, sewer, solid waste disposal, or other necessary public facilities. d. The development will efficiently use or unduly burden public transportation facilities; e. The development will favorably or adversely affect the ability of people to find adequate "ousing reasonably accessible to their places of employment; and f. The development complies or does not comply with such other criteria for determi ni ng regi ona 1 impact as the regi ona 1 p 1 anni ng agency shall deem appropriate. The preparation of the Application for Development Approval is the initial step in the development of regional impact process which establishes the framework for a cooperative planning effort between the developer, the 1 oca 1 government, regi ona 1 agency, and federal and state agenci es. Therefore, the developer shou 1 d contact the appropri ate 1 oca 1 government and regional planning agency before beginning the preparation of this application. -3- INSTRUCTIONS A. If a Development of Regional Impact is proposed in a regulated area ( the 1 oca 1 government has adopted ei ther zoni ng or subdivision regulations), applicants proposing residential Developments of Regional- Impact must complete Part I and Part II of this Application. Applicants proposing nonresidential DRIs must complete all applicable questions in Part I and Part II, as well as appropriate portions of Part III dealing with specific types of Developments of Regional Impact; B. If a comprehensive ORI application is filed, responses to Part II should be distinguished separately for each type of DRI and then given for the total proposed development. C. As provided for in Section 380.04, Florida Statutes, a Development of Regional Impact includes all other development customarily associated with it. Therefore, an applicant proposing a DRI with anc ill ary 1 and uses that are not of DRI magni tude (for example, a 100,000 square foot neighborhood shopping center within a residential DRI) must include information regarding those ancillary uses in the appropriate portions of this application (for example, impervious surface area would be significant with regard to the shopping center example given above, and the information should be included in response to Question 22). D. All information supplied must be accurate, up-to-date, and complete. E. Where a format and units of measurement for information are specified, these must be followed. If the specified format requires the provision of information by development phases, each phase indicated must relate to those designated in Question 12-A, and the fi na 1 entri es must relate to - development comp 1 eti on and full operation or utilization as designated in Question 12-8. F. All responses to questions are to be contained in the body of the app 1 i cati on. Reference to reports prepared for other purposes is not acceptab le. However, such reports may be attached as appendices. G. Any informati on perti nent to the development whi ch has not been specifica lly requested in thi s form may be incorporated by the applicant within an appropriate section of this application. H. All narrative responses should be in an 8 1/211 x 1111 format and should begin with the appropriate question from this application. Include a table of contents. 1. Include a bibliography of the information sources utilized in - 5- answering this application, along with the names, addresses and telephone numbers of any consu 1 tants, agenc i es, or other persons who contributed to or completed sections of this application. J. Identify all methodologies, models, assumptions, and standards used in obtaining or evaluating any information provided in this application. K. Applicants should be prepared to supply, upon request, relevant background data used to obtai n any inf9rmati on contai ned in thi s application. L. IlRegionll is defined as those state sub-districts which have been designated by the Secretary of the Department of Administration. M. At least one copy of the completed application must be submitted to each of the fo 11 owi ng: ( 1) the appropri ate 1 oca 1 government(s), (2) the appropriate regional planning agency, and (3) the Department of Community Affairs. Contact the appropriate local and regional planning agencies for the exact number of copies required by each agency. -, - DEVELOPMENT OF REGIONAL IMPACT Application for Development Approval Under Section 380.06, Florida Statutes PART I. APPLICATION INFORMATION 1. I, , the unders i gned owner ( authori zed representative) of (developer) hereby propose to undertake a Development of Regional Impact as defined in Section 380.06, Florida Statutes, and Chapter 27F-2._, Florida Administrative Code. In support thereof I submit the following information concerning wh i c h (name of development) information is true and correct to the best of my knowledge. (date) (s1gnature of owner or authorized representative) 2. Applicant (name, address, phone). 3. Authorized Agent (name, address, phone). 4. Attach the names and addresses of all persons having fee simple or lesser estate in the site. 5. Attach a legal description of the development site. Include section, township, and range. 6. Type Development of Regional Impact and size (as defined in Chapter 27F-2, Florida Administrative Code). For residential ORIs, indicate site area, number of dwelling units and ultimate population. 7. Have you requested a DR! binding. letter of - interpretation or vested ri ghts determi nati on from the Department of Community Affai rs pursuant to Section 380.06(4), Florida Statutes? If yes, attach a copy of Exhibit A of the application for a binding letter of interpretation and a copy of the Department of Community Affairs' response. 8. List all local governments with jurisdiction over the proposed development. - 7- 9. List all agencies (local, state and federal) from which approval and/or a permit must be obtained prior to initiation of development. Indicate the permit or approval required from each agency. 10. Will an amendment to the Local Government Comprehensive Plan Land Use Element/Map be required in order to accommodate the proposed development? If yes, indicate current, land use designation(s) and proposed designation(s). Will rezoning be required? If yes, indicate current and proposed zoning designations. -8- PART II. GENERAL SECTION 11 . Maps The following maps shall accompany this application. Scales for all maps should be determined in consultation with the regional planning agency and the appropri ate 1 oca 1 government. Sea 1 es shall be cl early indicated on each map and dates of preparation and revision should be i nc 1 uded . A. A general location map. (Map A) B. A recent verti ca 1 aeri a 1 photo of si te wi th proj ect boundari es delineated. (Map B) C. A topographic map with project boundaries identified (contour in terv a 1 s from one to fi ve feet shou 1 d be determi ned in consultation with the regional planning agency and local government, based on topographic characteristics of the site). Delineate 100-year flood prone areas (including hurricane flood zones) and indicate major land surface feature. (Map C) - D. A land use map (refer to Question 12-B) showing existing uses on and abutti ng the si te. (Map D) E. A soils map of the site. (Map E) If available, U.S.D.A. Soil Conservation Service (SCS) published soils surveys are preferable. F. A vegetation associations map indicating the total acreage of each association, based on the Level III vegetation types described in The Florida Land Use and Cover Classification System: A Technical Report, available from each regional plannlng council. (Map F) G. A master drainage plan for the site. Delineate existing and proposed drainage areas, water retention areas, drainage structures, drainage easements, canals and other major drainage features. (Map G) H. A master development plan for the site. Indicate proposed land uses, development phasing, major public facilities, utilities, easements, rights-of-way, roads, thoroughfares and other significant elements. This plan will provide the basis for discussion in Question 12-A as well as other questions in the PDA. (Map H) 1. A map of the service areas of all existing and proposed public facilities (e.g., sewage, water supply, fire protection, public trans it, hospi ta 1 s, emergency medi ca 1 facil i ti es, schools, pol ice stations, etc.) which serve the site. (Map I) -<::}- J. A map of the existing highway and transportation network within the primary impact area. The primary impact area incl udes the si te, and normally extends at 1 east fi ve mi 1 es beyond the development boundary; however, this area should be defined in consultation with the regional planning agency and local government and should be clearly delineated on this map. (Map J) K. A map i 11 ustrati ng by type and locati on those wetl ands proposed for pres.ervati on and development. See Questi on 16-A-2 for deta il s . (Map K) L. In the - event that all or part of the vegetation on the proposed site has already been cleared for development purposes, provide a recently dated aerial photograph which shows the extent of clearing. See Question 18-A-2 for details. (Map L) M. A map illustrating by type and location those uplands proposed for preservation and creation. See Question 18-8-3 for details. (Map M) N. A map illustrating areas of occurrence and estimated distributions of species of special regional concern which occur on-site. See Question 18-E-2 for details. (Map N) - /() - 12. General Project Description A. Referring to Map H, please describe and discuss in general terms all major elements of the proposed development in its completed form. Include in this discussion the proposed phases (or stages) of development, magnitude in the appropriate units from Chapter 27F-2, F.A.C., and expected beginning and completion dates for construction. For non-residential DRI's also include target dates for facility operation or utilization. If the development will have a proposed buildout of 10 years or less, phasing should be shown on an annual or bi-annual basis. If the proposed buildout is greater than 10 years, phasing should be shown as appropriate. B. Complete Table 12-8. Please provide a breakdown of the existing and proposed 1 and uses on the site for eac h phase of deve 1 opment through completion of the project. Use Level III of The Florida Land Use and Cover Classification System: A Technical Report, available from each regional planning council. Refer to Maps 0 (Existing Land Use) and H (Master -Plan). Treat each land use category as mutually exclusive. C. Please provide a general discussion of the site planning approach to be utilized for. this project. Include as part of the discussion considerations of unlque topographical and other features involved in the site planning process. Discussion should also be specifically provided as to how wetlands, adjacent uplands, and species of special concern have been considered in the site planning process. -11- 13. Environment and Natural Resources: Air A. Complete Table 13-A. Please utilize methodology ~upplied by the Florida Department of Environmental Regulation ln their Draft Interim Guidance for Evaluating the Air Quality Impacts of Indirect Sources of Carbon Monoxi de Em; SSl on to estimate by phase and in parts per million the one-hour and eight-hour carbon monoxide concentrations expected through buildout. Provide a map illustrating the carbon monoxide dispersion modeling study area and locate receptor stations. Modeling assumptions should consider State, federal and local government programmed 1 ink and intersection improvements with respect to project phasing. Please provide verification of any assumptions used in modeling which consider such programmed improvements. B. What steps will be taken to reduce emissions and to minimize adverse ai r qual ity impacts? Please speci fy structural or operational measures that will be implemented by development to minimize adverse air quality impacts. C. What steps will be taken to contain fugitive dust and asbestos particulates in the event demolition of existing on-site structures is proposed? D. Please specify what additional action will be taken, and by whom, if an exceedance ( s) of ai r qual i ty standards occurs as a resu 1 t of development. -/3 - '" 1- ~~ 1d0 0):;1: ';r"' 0) ~~ 11'0 Id:;l: s:-' 0-.-1 I/) a ...... 'd. at. ~ uJ W a w uJ o ...... ~ ~ a ~ ;a:, w o uJ ~ o at. 0.. . . d:. , ("") .-I 0) - ~ ~ *' (: o ..... ... Id ... I/) ~~~ ...0) U 0)1- u:::S 0)0 at. (: 0,)00,)~ ~.~~(: :::su:::S:::S 00,)00 1/)1I'1J')1- 0,)~1d~ (:...O,)u ..... (: 1- Id ...l_d:.c:O - Id ... o ~ ~ 1- ~ ~ (: Id ... I/) ~ Id ... I/) II' 0,) U 1- :::s o II' ~ (: cO 1/'1 0,) 1/'1 cO s:- o.. 0,) ... Id ~ o ~ . . 01-'" uo:::S u ... .sa cO 0..-..... 0,)- o u..... ...O,):::S 1-~ 'Cs:-... cOuld I/'IId II'O,)~ 0,) I..) u1-(: O,)OcO (:..... 0.. :::s 11'0,)1..) cO _ U ~o 0,) cO -...- ~cO'; ... ..... 0,) ~~ ~ (:..... ~ c07:::S 0..011' ~1-11' uJo-d:. -l' - J~- 14. Environment and Natural Resources: Land A. Please provide a description of each of the soil s indicated on Map E by completing Table 14-A. B. Where the degree of limitations are very severe, severe, or moderate for a particular soil, please discuss how each of these limitations will be overcome, and what site alterations will be necessary both for the present developer and any subsequent developers or owners. C. Please indicate if the construction of on-site lakes or any other facilities (including buildings, retention/detention areas, etc.) will require dewatering. D. Is the development located in an area of known mineral deposits? I f so, speci fy . Wi 11 extracti on of any mi nera 1 resources occur on-site, even though ancillary to the operation of the project? E. Council has consistently recommended that clearing of specific building sites should not commence until the developer is ready to build the building or buildings to be located on that particular site. During land clearing and site preparation, treatment techniques appropriate for controlling unconfined emissions are a 1 so requi red. Wi 11 a commi tment be made to schedu 1 e and conduct land clearing activities in a manner consistent with these requirements? Include a description of proposed plans for clearing and grading as related to erosion control. F. Describe any unique geologic features of the site, and discuss what aspects of the si te pl an wi 11 be used to compensate for or take advantage of them. -/s-- .....-.\ o "'\ 'Qu,.... l:: = ....=Q) ,.:0= ...~ ."...= =",10 '" ... .Q ... '" Q)=W Q)- <-....l'" '" = <1.1- 0 OOQ.. ~5 ....l 'Q = <- .n ... 0 ,.:u.. w v-. ." l:: " -::OCJ1. ~ ",... ...= Z t1.I fC~- elI"''Q "" -...... ,..... .a o.e.... elI- ~ ." O....la:l ell = - ell ." '" '" <- >.=' ....0 ell V'I -.:= \.. ~ -- Ql ... = ,.. - .a- Q) ~ "'- '" Q) t- eQ) "" W \..... <- ~ Q) '" ell Q.. Q..~ ,.. ~ W ." t- .:= = :z '" - 0. -Q) i ::- Q) .a ;.. -'" Q) "'I- ,. ~ = <II 0<- '" - ",Q) l- cO.... 2: Q) '" ell V'I:&: ... ~ '" W \.. V') Q) W ." 0 0 \ ~ ....l ... - 0 .:= ... V'l ... ~ - arg a, -.. o~ - < '" , ~ - Ql <II \ 'Q - = ~ .a _0 - '" 0::' U I- = V'lC>. - -<- '" QlU ell ... '" '" <- <1.1 -- c:aQ 0 Q. '" <II <- Q) ... '" 0\ - <II ;.. ::: ~ Q. ;;; 0 :z "" ;.. <.J'> Q. oJ Q. - ." < a ~~\ .. -1'- 15. Environment and Natural Resources: Water A. Water Resources 1. Please identify existing hydrologic features (ground and surface water) on and abutting the site. 2. Please identify and discuss any significant aquifer or wellfield recharge areas (e.g., canals, relic dune ridges, etc.) on or adjacent to the property that wi 11 be affected by this development. : 3. Please identify the location of municipal wellfields within two mil es of the proj ect site. Note those we llfi e 1 ds that, under maximum pumping conditions (120 days of no recharge), would refl ect one foot drawdown contour in the producing zone of the aquifer occurring within project boundaries. B. Water Quality 1. Complete Table 15-8-1: Existing Water Quality. The parameters sampled in Table 15-8-1 may vary, depending on the extent and nature of activities which have occurred or are occurring on the property, and on results of initial sampling efforts. 2. Discuss the results of the water quality analysis with respect to State water qual i ty standard exceedances, what programs are or will be in place to maintain or improve existing water quality, and whether or not current water quality can tolerate additional development in the project area without exceeding standards. _/7- ~ \\ ~ ~ - - ::;l ::;l '% '% - - ~ ~ - - ~ ~ - - .a .a - - - ~ ~ 0- l- I- Id ~ 2: U - .s::. 0- ld 1 ~ - al 0 0- 0 I- - ~ 0- td ,... t 2: I- .... c: :i 0 3 ~ ~ ~ OJ ~ ~ U uJ ~ ~ c: :;$ 0 '" ~ U c: 0 ~ c:- .... OJ~ I- '" OJId V"I - , .aU .... OJ 0 >" ~ "'.- uJ ~ Id .s::.OJ td .- - :a.\ :a.\ ~~ .... Id , 0- _td CS) -'" \ 0 I.C'J ~OJ .... -~ i ~ c:1d OJ o~ .- ~~ ~ I- ~ c:0 .... U .-u o-Id e 1d0 "'~ .s::. '>t U - .... Id ~\ ~\ .s::. '" ~ '" OJ ~ U Id OJ c: - ",,,, _Id OJ -\C ~OJ c: - .- 0 -\C -\C -\C ",.a - -\C - -\C - -\C Id ~ ....Nc: OJ .... N c: OJ .... N c: OJ~ Id - ~ o~ .s::. U OJC:C:C: 1dC:C:C: ~ldC:C:C: ~'"d 0 ~000 :;$000 :;$000 C .-l Id- -- .."". ... .... '" ..- ..- .... ~Id ~~~~ OJ~~~ .-OJ~~~ 00- OJ ~Idldld UIdIdId .-UIdIdId .s::.)(. .- c:uUU IdgUU tdldUUu tJ")uJ ~OOO 4- 00 4-4-000 ~ o~~~ s.-l~~ ~_.-l.-l~ -\C -\C - :=:= -\C V"I ~ V"I oV"l -,9- 16. Environment and Natural Resources: Wetlands and Deepwater Habitats A. In general, wetlands are lands transitional between terrestrial and fully aquatic systems where the water table is usually at or near the surface, or the land is covered by shallow water. Deepwater habitats are permanently flooded lands lying below the deepwater boundary of wetlands. In both habitats, water is the dominant factor determining the nature of soil development and the types of plant and animal communities that can exist. Water regime, soil type, and the nature of existing vegetation are all characteristics which have been used to help define and delimit both systems. The definitions and classification system used by the Treasure Coast Regional Planning Council are those developed for the U.S. Fish and Wildlife Service in Classification of Wetlands and Dee water- Habi tats of the Uni ted States by Lew; s M. Cowardi n, et a . caples aval a e rom ouncil). This classification system was developed in order to provide uniformity in concepts and terminology used throughout the United States by all federal agenc i es and by many state and 1 oca 1 governments. Thi s classification system imposes boundaries on natural ecosystems which are useful for the purposes of inventory, evaluation, policy development, and management. 1. Using an aerial photograph, please assign a reference number to each wetland and deepwater habitat on the prOject site and delineate boundaries. 2. Using Cowardin's et al. (1979) classification system described above, please classify each wetland and deepwater habitat providing the following information: System: Subsystem: Class: Subclass: Dominant Vegetative Types: Water Regime: 3. Using the information above, assign a label to similar wetland types occurring on the project site. For example, several of the wetland and deepwater habitats may have similar .classifi- cation characteristics and be labeled as "Sawgrass Prib-ie." V ^ 4. Complete Table 16-A-4: Wetland and Deepwater Habitat Assessment. Please list wetland and deepwater habitats of the same type together in the table to facil itate the calculation of acreage subtotals for each wetland and deepwater habitat -I '1- ---- type. Wetl and reference numbers do not have to be 1 i sted in sequence. 5. Provide a map (Map K) identifying (by assigned reference number) wetland and deepwater habitats proposed for preservati on, destructi on, and areas where wetl ands and deepwater habitats are to be created. The map should -be prepared and submitted as follows: a. One black and whi te copy per PDA on 8 1/211 by 1111 --8r 1111 8Y \ ~ paper. b. One full size copy at the scale determined at the DRI preapplication meeting as appropriate to respond to ~A Question 11, Maps. B . It is important that the regi on I s growth be planned and managed to prevent damage to the aquatic resources that contribute to the economy and quality of life within the region. To address regional aquatic resource issues, Council uses the wetland and deepwater habitat policies within the Regional Comprehensive Policy Plan as a basis for review of Developments of Regional Impact. The policy of the Treasure Coast Regional Planning Council is that wetlands and deepwater habitats shall be preserved and that no activity which negatively impacts these habitats shall be allowed except in certain limited and specific circumstances. When an activity is allowed and habitats are altered, degraded, or destroyed, the policy also requires that mitigation be provided. -- 1. Please provide justification pursuant to Council 's wetland and deepwater habitat policy for any proposed destruction or alteration of wetland and deepwater habitats within development boundaries. 2. If wetl and and deepwater habi tat is proposed to be al tered or eliminated consistent with Council policy, please provide habitat mitigation plans to replace wetland functions and values lost as a result of this activity. Preliminary discussion with Council staff is encouraged prior to this planning effort. The South Florida Water Management District~ has adopted the Isolated Wetlands Rule (Basis of Review for Surface Water Management Permit Applications within the South Florida Water Management District, Appendix 7 - Isolated Wetlands), which requires the preservation of wetlands .or mitigation or compensation for the loss of isolated wetlands. The app 1 i cant is encouraged to di scuss the requi rements of this rule with District staff prior to this planning effort. At a minimum, proposed mitigation plans shall include: 1) a site plan locating mitigation areas (each mitigation area should be assigned a reference number and listed in the -20- Wetland and Deepwater Habitat Table, showing the acres to be created); 2) typical cross-sections; 3) total area to be created; 4) native species to be used; 5) methods of establishment; 6) timing of establishment; 7) seasonal water table or tidal water elevations and estimated hydroperiod length; and 8) maintenance and monitoring procedures to be used to assure continued viability of the created system. 3. Provide existing and proposed seasonal and average groundwater table elevations in feet with respect to NGVD. Maps should be used to present groundwater table cdntours across the site. A legend should be provided to identify. existing and proposed groundwater elevation contours. C. In the interests of water qual ity and the maintenance of full wetland and deepwater habitat functions and values, it is Council's policy to consistently require that an upland buffer comprised of native canopy, understory, and ground cover be established around all such habitat~ greater than one-half acre in size that are preserved or created on-site. The size and distribution requirement for the upland buffer is a minimum of ten square feet of upland buffer per 1 i near foot of 1 ake or wetl and shorel i ne to be di stributed around at 1 east 50 percent of the shore 1 i ne at wi dths no 1 ess than ten feet. Wi 11 a commi tment be made to estab 1 i sh or preserve up 1 and buffers around all created and preserved wetland and deepwater habitats consistent with Council pol icy? - 2/- o L.&.l Vl L.&.ll- UJCC< e:: L.&.l UOe:: <I-U 0 L.&.l I- >- Z 0 L.&.l Vl L.&.l e:: :e:: L.&.l CC I- Vl e:: Vl Vl UOL.&.l UJ <1-0 Vl Vl < I- < I- 0 - L.&.l CC > < e:: % Vl I.&J L.&.l UJ CC V') e:: e:: L.&.l L.&.l UOe:: I- < I- c.. < :3 c.. L.&.l I.&J 0 Vl 0 UJ I.&J ~ N e:: -ZU Vl-< 0 z e( ....l I- L.&.l :3 e:: UJ l- e( ~ :3 I c.. < I.&J I UJ 1,0 o UJ .-4 .........U OZ <1J ~UJe:: e:: UJ ..c ....lUJ~ ~ I- t.. I- ~UJ=:l e::Z e:: UJ I- < :3 Q., UJ UJ 0 ......... 0 Z < ....l L.&.l I- Q., ~~ -22.. - 17. Environment and Natural Resources: Flood Plains A. I s any development proposed wi thi n the toO-year flood prone area as identified by the Federal Insurance Administration? If so, please indicate whether all floor elevations will be above the 100-year flood prone level, and discuss methods which will be used to compensate for the potential flood hazard. B. Does the local jurisdiction in which this development is proposed qualify for federal flood insurance? If so, please attach a letter of verification from the local gov.ernment. C. Hurricane Evacuation Emergency management is of utmost importance to the regi on. A 11 four counti es have developed barri er is 1 ands borderi ng the Atl anti c Ocean and flood prone areas adjacent to inl and waterways. Since 1870, Florida has found itself in the path of 82 hurricanes, an average of one everyone and one-half years. This makes Florida the most hurricane-prone state in the nation. Of the 20 major storms (greater than 111 mph winds) to strike the State, half have made landfall in southeast Florida. The Region has about a one in seven, or 14 percent, chance of receiving hurricane force winds in a given year. To ensure the safety of the regi on's ci ti zens in the event of natural disasters, Council has consistently required that all new mobile/manufactured home developments and those residential developments vulnerable to coastal flooding provide emergency shelter space to accommodate development residents expected to seek shelter locally. Emergency shelter space is recommended to be allocated at 40 square feet per person~ Shelter space may be established either on-site or off-site, provided this space is located, equipped, and stocked wi th provi si ons and in accordance wi th the spec ificati ons provi ded by the County's Emergency Management Director. Council policy also requires that no Certificates of Occupancy be issued for any units until such time as the developer provides adequate emergency shelter space to accommodate existing needs generated by development. Council staff will supply the applicant, upon request, TCRPC's Hurricane Evacuation Study Technical Data Report which contains storm surge and public sheltering data relevant to the applicant's site. Please address the following issues: 1. Indicate what provisi ons wi 11 be made for major storm events. Information should include the following: a. Build-out population; - 23- b. Location of off-site shelter; c. Routes to be utilized for evacuation purposes; d. Remaining capacity (@ 40 sq. ft. per person) of off-site shelter after being filled with persons from proposed project. 2. If on-si te shelters are to be utilized then provi de the following information: a. B u i 1 d - ou t population; b. Buildings to be util i zed; c. U sab 1 e square footage of shelter space within the bu i1 di ngs to be utilized; d. Elevation and location of on-site shelters; e. Centerline elevation of main interior access roads to serve on-site shelter sites; and f. What emergency facilities (e.g., water supply, power generation, waste storage, cooking facilities, food provisions, etc.) will be available. 3. Please indicate what efforts will be made to advise and educate residents concerning hurricane preparation, evacuation routes and shelter space both on- and off-site. 4. Prov i de a 1 etter from the County Emergency Management Director verifying shelter space estimates at specific public shelter locations to be used by residents of the development. -2'1- 18. Environment and Natural Resources: Vegetation and Wildlife A. Nati ve upland habi tats provi de a vari ety of economi c and environmental benefits to the Treasure Coast Region. In some instances, undisturbed or undeveloped upland habitat is becoming rarer than wetl ands throughout the regi on. Therefore, certain actions are necessary to assure that at least minimal values are maintained and that habitat values remain at buildout of the Region. 1. Please identify the dominant plant :species and other unusual or unique features of the vegetation associations delineated on Map F. Specify to what extent they retain their natural characteristics. 2. Has any of the vegetation on the project site already been cleared for development purposes? If so, please identify these areas on Map L. B. In the interest of maintaining characteristic representatives of native upland habitats and in addressing issues of wildlife, water, and energy conservation, Council policy requires preservation of a minimum of 25 percent of each native plant community which occurs on a site (e.g., Pine Flatwoods, Sand Pine Scrub, Xeric Oak Forest, Hardwood Hammock, etc.). It is required that habitat be preserved with intact canopy, understory and ground cover. This requirement is typically met by: micrositing homes and buildings; designating open space, passive park areas, etc; creating or preserving native habitat for 1 andscape purposes on-site; and planting or preserving upland buffers around wetland and deepwater habitats. Alternatively, where good planning and ecological practices preclude or do not warrant preservation of habitat on-site, provi ding an equivalent amount of preserved habi tat off-si te may be acceptable. 1. Will a cOlll1litment be made to establish or preserve native upland habitats within the development scheme to meet this requirement? If not, please describe in detail why good planning and ecological practices would preclude or would not warrant preservation of native upland habitat on-site. If off-site preservation is proposed, present a plan for providing an amount of preserved habitat equivalent to, or greater than, the amount of habitat destroyed on the project site. Preliminary discussion with Council and the appropriate local government staff is encouraged prior to presenting alternatives for off-site preservation. At a minimum any discussion about off-site alternatives should be consistent with the Regional Comprehensive Policy Plan and should include: - 25- a. location and acreage of the preserve area(s); b. upland habitat type(s) to be preserved; c. funding mechanism to be used to secure the preserve area(s); d. estimated cost of securi ng the preserve area (s) based on relevant market conditions; e. monitoring and maintenance; f. guarantees of perpetual preservation. 2. Complete Table 18-B-2: Upland Habitat Assessment. 3. Please provide a map (Map .M) illustrating by identification number (Florida Land Use and Cover Classification System) and general location those native upland habitats proposed for preservation or creation. The map should be prepared and submitted as follows: a. one black and whi te copy per PDA on 8 1/2" by 11" ul 11 " "" bJ 17"- paper; b. one full size copy at the scale determined at the DR! preapplication meeting as appropriate to respond to PDA Question 11, Maps. C. Exotic plant species have been used extensively for landscaping and other purp?ses in South Florida. Some of these species (i.e., Australian p,ne, Melaleuca, and Brazilian pepper) have proliferated to become pests in the sense that they have displaced significant areas of diverse native wetland and upland habitats. As replacements, these exotic plant communities offer little if any of the original functions and values provided by native habitats. To minimize the potential negative impacts of pest exotic species, Council policy requires that: 1) all such species be removed during construction in a manner that minimizes seed dispersal; and 2) these species be prohibited from use in landscaping. . 1. If exotic species occupy concentrated stands on the project site, please identify these by species on Map F. 2. Wi 11 a commi tment be made to remove all Mel a 1 euca, Austral i an pine and Brazilian pepper from the property during construction? Describe the method(s) which will be used to facilitate their removal. 3. Will a commitment be made to prohibit the planting of Melaleuca, Australian pine, and Brazilian pepper on-site and to keep the site free of these species in years to come? -2~- D. In an effort to mln1mlze demand on potable water resources and provide habitat values for native animal species, Council policy requires that at least 50 percent of all trees and 30 percent of other landscaping material be composed of native plants adapted to soil and climatic conditions occurring on-site. On the primary dune system, 100 percent of all landscaping material shall be composed of native plants, and on all other portions of barrier islands and in drought prone areas 50 percent of all landscaped areas sha 11 be composed of nati ve or drought tolerant plants adapted to soil and climatic conditions occurring on-site. Will a commitment be made to utilize native plant material to this extent? . E. Wetland and upland habitats are represented by hundreds of plant and animal species whose existence dictates the health of the region's ecosystems. Numerous plants and animals occurring in the region are categorized as endangered, threatened, rare, of special concern, or under review by the Flori da Commi ttee on Rare and Endangered Plants and Animals, Florida Game and Fresh Water Fish Commission, the Florida Department of Agriculture and Consumer Services, and the U.S. Fish and Wildlife Service. All of these species are considered by Council to be species of special regi onal concern, and it is Council's objective to protect these species. To achieve this objective, Council policy requires that habitat of value to these species be preserved, protected, and managed. 1. Complete Table 18-E-1: Species of Special Regional Concern. 2. I f spec i es of spec i a 1 regi ana 1 concern uti 1 i ze the property provide the fo110wing: a. A map (Map N) showing the distributions of these populations and their observed breeding, nesting, and feeding sites. The map should be prepared and submitted as follows: 1) One black and white copy per PDA on 8 1/211 by 1111 paper; 2) One full size copy at the scale determined at the DRI preappl ication meeting as appropriate to respond to ADA Question 11, Maps. b. Estimates of their population sizes and the extent to which these species feed and reproduce on-site. c. Identification and discussion of the survey methods used to make a determination of occurrence, distribution, and population size. Copies of FGFWFC's Wildlife Methodology Guidelines, 1986 are available from Council upon request. d. A detailed statement on what steps will be taken to assure that existing populations of these species will remain viable after development. - 7- 7- I- :z I.&J :E Q.. o V'). e:: -l I.&J I.&J I.&J e:: I- > U~I.&J <<Q Q I.&J V')I.&JI- I.&Jcc< ex I.&J Uoe:: I- <I-U :z I.&J :E V') V') I.&J V') V') Q < I.&J >- ~ 0 V')1.&Je:: I- u.Jccl- - e:: V') ~ ~OI.&J ~ ~Q C ~ -J Q.. ;::) C I.&J > ('oJ e:: I V') I.&J I.&J a;) I.&J cc V') I ex I.&J CO WOe:: - < I- Q.. Q) .- .a ICS l- I- :z ~ Q.. I.&JO V') e:: -l I.&J 0 I.&J ex l.L. > ~I.&JI.&J cc C ~ I- - I.&J a;) Q.. <>- ~I- - 2. 8- Z 0:: UJ W Z o W ...J <C Z o - r.!3 UJ 0:: ...J < - W UJ a.. V'l u.. o V'l UJ - U UJ a.. V'l - I UJ I CO - aJ .Q ra .... ... -.:::l .... aJ aJ >~ ~ ~.... UaJlI) aJlI)l ..I:.QC: WOO l.O V'l :3 u.. 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U ~ t.n 00- ,...."-..--,....,,,.. .....N("")<r1.C') ~ ~------- - 33.... .---------------- 19. Environment and Natural Resources: Historical and Archeological Sites A. Are there any hi stori ca 1 or archeo 1 ogi ca 1 sites on the development site? If so, describe and locate on Map D. Documentation.must be attached in the form of a letter from the Secretary of State IS Office, Division of Archives, History and Records Management, indicating the need for, or results of, an archeological or historical survey on the development site. B. If any historical or archeological s.ites were listed under (A) above ~ provi de a statement as to the steps that wi 11 be taken to protect them and to provide public access, where appropriate. -3~- 20. Economy: Employment and Economic Characteristics Counci 1 is concerned wi th the economi c impact of a Development of Regional Impact on the Region's citizens. Obviously, any development wi 11 bring jobs and income into the Regi on. However, the cost for provision of government services and public infrastructure may be so hi gh as to more than offset the benefi t from increased emp 1 oyment and income. The provl s 1 on of governmental servi ces i:s a pub 1 i c good -- the services must be provided to all even if some do not payor do not pay a fair share for them. In order to protect the public interest, information is requested that will allow an examination of the impact of development on the day-to-day operation of government. The information requested in Sections A and B is used to examine the expected monetary impacts from construction, construction employment, and- permanent employment. A. Construction Employment 1. Complete Table 20-A-1: E~timated Construction Costs. 2. Complete Table 20-A-2: Estimated Construction Employment. B. Permanent Employment 1. Complete Table 20-B-1: Estimated Permanent Year-round Employment by Phase, Land Use, and Salary Range. 2. Complete Table 20-B-2: Estimated Permanent Year-round Employment by Phase, Major Occupation Category, and Salary Range. 3. Complete Table 20-B-3: Estimated Seasonal Employment by Phase, Land Use, and Salary Range. C. Ad Valorem Revenue Information requested in Sections C and 0 is used as inputs to the University of Florida's Bureau of Economic and Business Research Fiscal Impact Model in order to determine whether a positive or negative fiscal impact can be expected. 1. Complete Table 20-C-l: Millage Rates. Please provide a breakdown of all millage rates that apply to this project. 2. Complete Table 20-C-2: Non-Residential Ad Valorem Tax Yield. Please show the building square footage, market value, and ad valorem tax yield for each nonresidential land use by phase. Explain the assumptions used to arrive at market value. If -35- the applicant feels the market value and assessed value differ, add a column called "assessed value" and use those figures to calculate tax yield. 3. Complete Table 20-C-3: Residential Ad Valorem Tax Yield. For residential projects or mixed use projects which include a residential element, please specify by type of unit the number of units, the market value for each unit, the number of people expected to occupy each uni t on average, and the ad valorem tax yield from each type of unit. O. Non Ad Valorem Revenues and Costs 1. Complete Table 20-0-1: Non Ad Valorem Revenues. Please footnote any assumptions and calculations used to arrive at the tabulated figures. 2. Complete Table 20-0-2: Capital Improvement Costs. 3. Complete Table 20-D-3: Phase. . Agricultural or Forestry Loss by 4. Complete Table 20-0-4: Governmental Assistance. If the project will receive assistance from federal, State, or other governmenta 1 fundi ng programs pl ease specify the agency and amount by phase. E. 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Will on-site treatment and disposal be provided? If so, provide a description of the proposed system, including the method and degree of treatment and the quality of effluent. 2. Specify the expected life of the on-site facility. 3. To what extent will this facility be capable of meeting the demands generated by the project for all phases of development? 4. Council policy requires the use of appropriately treated wastewater to supplement irrigation demand to the maximum extent possible whenever the source is reasonably available. Will the proposed on-site facility be designed and constructed to provide the level of treatment capable of generating irrigation quality water for irrigation? If spray/drip irrigation will be used, please specify the following: a. location and approximate area of spray/drip fields; b. proposed rate of application; and c. other means of disposal when wastewater cannot be disposed ~ of via spray/drip irrigation (e.g., during times of inclement weather). 5. If spray/drip irrigation is not a feasible method of disposal or if excess wastewater will be generated beyond the demand for irrigation, specify how and where wastewater will be disposed. 6. What are the proposed methods for sl udge treatment and disposal? If off-site disposal is proposed, please attach a letter from the agency or firm stating their commitment to accept disposal responsibilities. (The agency must be supplied with the sludge generation information in (A) above). 7. Who will operate and maintain the internal collection and treatment facilities on-site? 8. If off-site wastewater treatment is planned, please attach a letter from the agency or firm providing treatment outlining: a. the present and projected excess capaci ty of the treatment and transmission facilities to which connection will be -49- made at present and for each phase through compl eti on of the project; b. any other commitments that have been made for thi s excess capaci ty; c. a statement of ability to provide service at all times during and after development; and, d. a statement of future proposals or existing ability to provide the level of treatment necessary to provide irrigation quality water. (The agency must be supplied with the sewage generation information in {A) above.) 9. If irrigation quality water can be provided by the entity providing treatment, will a commitment be made to facilitate disposal within project boundaries? If not, please describe the limitation that would prohibit disposal on the property. 10. Identify the closest wastewater treatment distribution line system which is capable irrigation quality wastewater. C. Council policy encourages the use of central wastewater treatment facilities rather than commitments to septic tank usage. fac il i ty and of provi di ng 1. Will a commitment be made to prohibit septic tank usage within project boundaries? 2. If septic systems are proposed, please indicate the following: a. number of units to be served; b. general locations; and c. any plans for eventual phase-out. -So - tfl ~ .... l- f..) uJ a c:x: 0.. c:x: uJ ~ :::3' uJ I- ~ ~ ~ ~~ -d~ ~,- ,-tfl o :;::oo'+- o ~ - ~s:::e ,--- o - :::a--d <Us::: -dcllO ~~~ ld<uld ecO ..- ..... .p)ol- cIl I- I- uJ .... .-4 I 4: I .-4 N ' 4: - - >< - >< c-\>< >< >< ~~~ 0\ >< ~ 0'1 cIll- ~.-4 ('.10'1 s:::.-4 ldld I .-4 I .s;:>< < <1>>< ;i o..~ cIl>< cIl>< cIl>< - ldO'l ldO'l to 0'1 '0 .s;:.-4 .s;:.-4 .s;:.-4 0..- 0..- 0..- I- C/l (\.) C/l ld .s;: 0- (\.) +-> ld -d , U U ld .s ~ I- ld C/l C/l s::: C/l to <1> ,- .t:l ld +-> -d s::: ld ~ uJ ~ -51- ------..-------------- _52- 22. PUblic Facilities: Drainage A. Existing Conditions 1. Generally describe the current method of stormwater treatment (e. g. , detenti on or retenti on) , conveyance systems, and off-site discharge points currently provided by facilities within project boundaries. 2. Please describe any stormwater management and development limitations due to existing soils,: hydrologic conditions, or adjacent permitted stormwater management systems. 3. Please describe the composition and specify the quantity of any nonstormwater discharges to surface water bodies or the Shallow Aquifer (e.g., Florida Aquifer wells, etc.). B. Almost every ki nd of poll utant can be found in stormwater runoff. In fact, mare than half of all the pollutants entering Florida surface waters are carri ed by runoff. Poll utants found in stormwater runoff incl ude suspended sol ids, 80 to 95 percent of annual heavy metal loading to Florida surface waters, and a variety of nutrients. Retention or detention with filtration of stormwater runoff ensures that a very good 1 eve 1 of treatment is provi ded prior to discharge. In addressing the regional issue of water quality, Council policy requires that all new, reconstructed, or substantially expanded storm and surface water management sy stems be des i gned and constructed to provide, as a minimum, the level of treatment prior to outfall that would be provided by a system designed and constructed to retai n the fi rst one inch of runoff, or runoff from a one hour, three year storm event, whichever is greater. Acceptable systems shall include: . surface water management systems whi ch retai n, as a minimum, the first inch of runoff or runoff from a one hour, three year storm event, whichever is greater; or . surface water management systems whi ch detai n wi th filtration an equivalent volume of runoff; or . surface water management systems that retain one half inch of runoff, pri or to overflow of excess vol urnes into a surface water management system designed to detai n the fi rst one inch of runoff or the runoff from a one hour, three year storm event, whichever is greater; or -S3- · any other desi gn whi ch can be demonstrated to achi eve the objective level of treatment prior to discharge. 1. Will a commitment be made to design and construct surface water management systems within the project boundaries in the manner described above? 2. Please describe the various elements of the proposed surface water management system shown on Map G. It shou 1 d be cl ear as to where stormwater will be retained or detained (e.g., lakes, swa 1 es, dry retenti on or deten:ti on areas, ex fi 1 trati on trenches, a combination of these, etc.) within each proposed drainage basin and what design storm (e.g., 3 year-1 hour, 25 year-72 hour, etc.) will be used for what portions of the system. 3. It should be clear how stormwater runoff will be collected from impervious and pervious areas for transport to detention and retention facilities (e.g., lakes, created wetlands, etc.). Please describe conveyance systems in each basin proposed to serve designated retention and detention facilities. 4. Please provide typical cross sections of all canals, swales and lakes proposed on-site. All control structure locations and discharge elevations should be depicted and referenced to NGVD . 5. Complete Table 22~B-1: Estimated Pervious/Impervious Areas. 6. Complete Table 22-B-2: Estimated Water Table Elevations. 7. Complete Table 22-B-3: Development. 8. In terms of pre- and post- development conditions, provide discussion which compares timing and pattern of water flows. Pollutant Loads Before and After 9. Please spec ify in ac reage and type of 1 and use the areas outside project boundaries that will contribute runoff volumes to the proposed project's surface water management system. 10. Please provi de stage-storage/stage-di scharge calcu 1 ati ons and assumptions used for the surface water management system proposed. C. To further elimi nate or mi ti gate adverse impacts from stormwater runoff, Counci 1 encourages the incorporati on of the foll owi ng: 1) eliminating all direct discharges to surface waters; 2) removing pollutants through operational measures (e.g., parking lot and street vacuuming); and 3) requiring all catch basins to be -s~- constructed so that oils and greases are separated from runoff and pollutants are periodically removed from catch basins for proper disposal. To what extent will commitments be made to incorporate these concepts into surface water management/water quality plans? D. In an effort to minimize, to the greatest reasonable extent, negative impacts (e.g., algal blooms, pesticide contamination, etc.) from excessive loads of pesticides, fertilizers, and sediments di rectly enteri ng golf course 1 ake and wetl and systems, Council has consistently required that golf course drainage systems be designed to retain the first one-half inch of runoff from a one-hour, three-year storm event pri or to di scharge to wetlands and surface water management lake systems. This is typically achieved by designing a spreader swale and berm system above golf course lakes and wetlands. If a golf course is proposed as part of the deve 1 opment, wi 11 a commi trnent be made to design the golf course to achieve required retention volumes? Briefly describe how the requirement will be met. E. In addressing the regional issues of water quality and to enhance habitat values, Council policy requires establishment of littoral zones as part of exi sting and proposed surface water management systems. Littoral associations comprised of entirely native vegetation and designed to include ten square feet of vegetated littoral zone per linear foot of lake shoreline as an aggregate total area established over no less than 50 percent of lake shorelines is considered the minimum by Council for created littoral zone systems. This policy is applied only to those lakes greater than one-half acre in si ze; however, it; s encouraged that all lakes incorporate littoral systems. 1. Please provide a model or typical lake littoral zone design plan consistent with Council policy. As a minimum, the plan should include the following information: a. plan vi ew; b. typical cross-sections; c. estimate total vegetated littoral area to be created on-site; d. native species to be used; e. methods of establishment; f. timing of establishment after lakes are excavated; and g. maintenance procedures to be used to assure continued viability of the system. The plan should also include a commitment that Council's lake littoral zone policy will be met and assurance that all lakes planned on-site will be constructed and vegetated consistent with the model. -SS'- 2. Complete Table 22-E-2: Lake Shoreline Estimate. 3. To what extent are lakes necessary for fill, water management, aesthetics, etc? F. Council policy requires that all wetland acreage preserved within. project boundaries be maintained in viable condition. Although in mast circumstances Council would encourage the incorporation of wetland areas into water management schemes, there is concern that such connections could alter the functions and values provided by particular wetlands by reducing water quality within preserved habitats, and most importantly by negatively altering the period over which the wetland is inundated with water. 1. Please descri be how preserved and created wetl and habitat functions and values will be maintained with respect to the surface water management system proposed. Impacts of altering groundwater tables and proximity of preserved and created wetland habitat to surface water management lakes should be examined and discussed. Measures proposed as part of the surface water management system to maintain wetland integrity and how preserved and mi tigated wetl ands may be incorporated into this system should be discussed in detail with supportive data provided. 2. Wi 11 di rect di scharges of unfi 1 tered runoff be recei ved by preserved or created wetland habitats? Briefly describe what methods will be. used prior to discharge of stormwater to wetl ands that wi 11 mi n imi ze water qual i ty impacts. Descri be to what extent these methods will be consistently used for all. wetland areas on-site. G. Who will operate and maintain all components of the surface water management system discussed above? -56- ~~ .......~ ro ro><LI ~~~ O<LIU 1-0.< (/) < UJ 0::: I/) < ~ (/) ~~ :::J 0 ......~ro - ro<LI<LI >- ~ i'~ 0::: o U I/) UJ 1--< c: ~ .- I/) - ro - ..0 (/) ~ <LI c::n - ." >- c: 0::: .... UJ ." 0. ~ ~ 0 W <LI i -+-' ." ~ - 0 I- -~ ! (/) I.&J 0 .,,<LI U ~~ U ou ro - 1-< I 0 a:l ~ I N ~ N ~ ." <LI I/) ...... I/) ..0 <LI ro U I- <LI c: I/) ro <LI ...... ..0 ." -+-' <LI -Ie c::n - N c: ~ ro c: c:c: c: c: c: .....I ." .... .... .- .- .... < c.. 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J:0011>11> 0..__~:7'-::' 11> 11> "'"" 11> ,... _:7~""'-o~ 011> c:0 o ~I- -0 C \.IJ _st;.... ~ c: lo\- ~11> ~J: -,.,> _0 0 p.\- 0 - 10 ?-I ~-o ~E 1O1ll 5~ .....('.1 ~ Cl~ c:C O~ _0 lOU 111-0 -o\- c:nS lo~ _0 \- Cd) III nS 11> .&111> III ~5 10 J: 0. cS ~ 00 c\- - lo -cg-o -0 ~ nSl1> ~ c: C.... 101o U .&1~ u ~~ lo 0 \-11> ~ 0.&1 "'"" ?-I c: \- 1Il1O nS I1>U III ~ III nSlIl .11> \-11> U ~ III 11> c:l"nS 11> C c:\-U III .... \- -oC~ 10 loOO 11> 0.... III -~ - u-o ~ ~~~ C-o ~ nSl1>C -0 ~\-i C _-o~ IC _loU ~ 000 ~ 0.._-0 \.IJ lQ -\l. r- -\l. -\l. _.~-------~ - +" Q) Q) 1.1.. s- /0 Q) C ..... -J W l- e( ~ ~ Q) ..... I/) I- 0 V) w 0 s- w c.. :z ..... -J W c::: I/) 0 c ::c ..... V) I/) /0 W .Q ~ Q) -J +" /0 ~ 0 N - ~ I +" W Q) 0 I Q) U N 1.1.. U N /0 S- Q) /0 0 r- Q) +" .Q C /0 ..... >, I- -J S- /0 I/) I/) C Q) -- U +" Q) I/) C ..... x I/) W /0 Q) r- .Q /0 +-' ~ ...-I N C ~ C C C C C -J /0 ..... ..... ..... e( ~ I/) I/) ell ell l- X /0 /0 /0 /0 0 W a:l a:l a:l a:l I- ~ -60 - 23. Public Facilities: Water Supply A. The Region's water supply must be protected because the quality of life is inherently dependent on the cost, quality, and volume of water avail ab 1 e to the pub 1 i c. I n terms of total avail ab 1 e water, the Regi on has su ffi c i ent water to meet current overall demand. Prob lems ari se, however, in hi ghly popu 1 ated coastal areas where local demand may sometimes exceed the sustainable capacity of the sources. Therefore, questions relative to water demand and sources are necessary to evaluate the impact of a particular development on the Region's water supply. 1". Complete Table 23-A-1: Average Potable/Nonpotable Water Demand Projections. If significant seasonal demand variations will occur, please discuss anticipated peaks and duration. Specify what consumption rates have been assumed in projecting potable and nonpotable water demands. 2. Complete Table 23-A-2: Potable Water Supply. 3. Complete Table 23-A-3: Nonpotable Water Supply. 4. If water wells exist on-site, please show them on Map Hand specify the aquifer they tap and those well s that wi 11 continue to be used. 5. Wi 11 a cOl1llli tment be made to plug all free fl owi ng artes ian wells? Specify when (month/year) wells are proposed to be plugged. 6. If individual wells for residential lots are proposed, please indicate the number of units to be served, general locations, and any plans for the eventual phase-out of these wells. I ndi cate the di ameter, depth, and pumpi ng rates (average and maximum) for each of the existing wells and project this information for proposed wells (for lots served by individual wells, this information may be grouped for projection purposes) . 7. Complete Table 23-A-7: Total Number of On-site Wells Needed. 8. On an 8 1/2" by 11" black and white site plan/land use map, please illustrate all well locations and the one-foot drawdown contour expected to occur around all well fi e 1 ds proposed to be developed within project boundaries. Simulated contours should reflect a condition of 120-days without recharge by rainfall. If simulated contours extend beyond project boundaries, land uses occurring within the contour should be provided. 9. Who will operate and maintain anyon-site water supply system after completion of the development? - tD /- 10. If an off-site water supply is planned, please attach a letter from the agency or firm providing service which outlines: a. the projected excess capaciti es of the water supply facilities at present and for each phase through completion of the project; b. any other cOl1lni tments that have been made for thi s excess capaci ty; and c. a statement of the agency or firm's ability to provide service at all times during and after development. (The agency must be supplied with water demand and supply Tables 23-A-1, 23-A-2, and 23-A-3.) 11. What steps wi 11 be taken to insure that water pressure and flow will be adequate for fire protection? B. To conserve potable water supplies, Council has adopted policies to 1) require the use of water saving plumbing devices; 2) encourage the use of the lowest acceptable quality water to meet irrigation and nonpotab 1 e water demands; and 3) requi re that at 1 east fi fty percent of all trees and thirty percent of all landscaping material obtai ned from off-si te sources be native and of a type adapted to soil and climatic conditions existing on-site. On the primary dune system, 100 percent of all landscaping material shall be composed of native plants, and on other portions of barrier islands and in drought prone areas ,.50 percent of all landscaped areas shall be composed of native or drought tolerant plants adapted to soil and climatic conditions occurring on-site. 1. What water saving plumbing devices will be used in this development? 2. Wi 11 a commi tment be made to use nonpotab 1 e water for irrigation needs? 3. Complete Table 23-B-3: Irrigation Supply and Sources. Specify what rate of use (inches/acre/week) was used to estimate irrigation demand. 4. Will a commitment be made to meet Council's pol icies regarding the use of native vegetation in landscaping? -6~- ~8 ~~ ta- 3 :z "'0 0 ..... I: - ta ta I- ~e U o w UJ I- C 'J 0 c:: 0.. 0 ~ ~ W ~ UJ ta_ 0 38 c:: w~ UJ .....- I- .0 < ta"'O 3 ~I: o ta UJ o.e ...J I:W ~ 00 :z III I- W 0 III 0.. ta Z -'= 0 0. :z ....... W l.LJ ~ ...J ta CO ~ "'0 c:( W- 0 I- -:;8 ~ 0 0.. 3~ 0 U l.LJ W U ~ ..... "'0 ta < .01: c:: tata 0 UJ ~e ~ > ow < 0..0 >, ~ ta III .-t III I W .- ta ta ta )( W )( -'= -'= -'= UJ C UJ 0.. 0.. 0.. -Ie -'3- ~ o <..!:l ::E >, ::l V) CU +-I .... V) I l+- I+- o >, ..... ~ 0..0 ::l<..!:l V)::E CU +-I ..... >- .... 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Q.,CU )( oJ: oJ: oJ: )( 0 I.Ll Q., Q., Q., I.Ll -lC -6i{- - cu~ ~::E .....- lJl , ~ ..... .- ..... o =' II" ~ .- ~- ~~ - cu ~ .- _fCS lJl~ ,0 gl- ::0- ~ - ...J .-s.-S Q.. o.tU Q.. o.~S ~ =,fCS- V' ~ ~ ~ tU~c: u.I ~lJltU ~ _fCS=' lJl=-'- =- , ..... c: ..... u.I <::) u.I ...J ~ '0 c.. - a ~~ ::z .-- ~ o.s.- <"" =,tU I V'~ ..c fCS lJl 1 tU=- tU <"" ~ lJl N _tU fCS lJlU .s::. cu , fCS 0. .- c:..... ..g 01.- tU j;\ ~ I- fCS -0 0 ~ 0 - u ~~ U fCS ~- 0 ~s.- ~ II"tU ~ ~ s.- tUfCS fCS ~~ lJl ..,.. lJl lJl-o tU I c: U c:=' tU 00 c: s.- ~ lJl fCS Ol ..- ~ .D fCS c: ~ ...tU .lJ' oe en -0 c: ,-4 N c: c: tUO - fCS lJl'- ~ cu cu tU 0. fCSOl lJl lJl lJl lJl :0< .s::.~ ..... fCS ~ fCS u.I Q..tU :0< .s::. .s::. 'l< a u.I Q.. Q.. Q.. _,5- .. ..._./-............-.~----------- 0 uJ 0 uJ uJ :z Vl ...J ...J uJ 3: uJ I- .... Vl I :z 0 ~ ~ G>~ G>C 0::: :e:reI UJ 5 ~ .-OQ) reI~O ::> C :z O~ C .... Q) 0 ...J ~ ~ .... < _<1J~ en '0 ~Q)reI Q) "l:I :z en I- <C rei .s:: c.. r- <1.l I ~ <: rei I "l:I M 0 N ~ Q) 0 ..... u .a u rei rei I- ~ C 0 !o- rei ~ 05 \.L..Q) >\ 0 !o- "l:I rei Q)!o- en ~Q) en Q)~ Q) Q)reI U %:3 Q) C enQ) .- .- en .- .a rei Q)reI 3:~ <1J 0 .... 0- .a to ~ oj( .-l N C ~ ~\ C Q) Q) <1.l rei en en en c.. rei rei to >< .s:: .s:: .s:: uJ 0- 0- 0- oj( -~6- \ ~ VI <1.1..- .a ..- e <1.1 ::33 :z >, ~..- <1.1 VI 0::3 0. V) o So.C+- Q.O V) 4J U IX 3 V) 0 ~ >- ~ Q. Q. ~ V) :z 0 - ~ < <.D - IX IX <1.1 -- "' <1.1 ('I") So. I U co < , ('I") ~ N QJ ~ C1.I "' ..- .a .- "' So. ~ So. -- ~ c: "' IB o c 0- ~~ "'~ 0')_. .- So. ~ - ~I ~~--> ~~ .-. -- .-....-.------".------ VI ~ .... C1.I VI "' .c Q. VI C1.I VI "' .c 0. C1.I ~ "' ~ o e e o u u "' o ~ ~ "' VI VI QJ U <1.1 C N QJ VI "' .c Q. -Ie c: C1.I VI "' .c Q. VI "' QJ .a ItS +oJ "0 c:: ItS 0. >< 4J -Ie -67- -68 - 24. Public Facilities: Solid and Hazardous Waste A. Mixed-use developments that contain residential and nonresidential uses must respond to both Questions 1 and 2 below. 1. Residential Development Complete Table 24-A-1: Residential Solid Waste Generation. Please provide a projection of the average daily volume of solid waste generated at the completion of each phase of development. Please provide a listing of assumptions and the supporting data (calculations) regarding generation rates: i . e., per capi ta waste based on number of residents, or per household waste based on dwelling unit size (square footage, number of bedrooms, family size). 2. Nonresidential Development Complete Table 24-A-2: Nonresidential Solid Waste Generation. Please provide a projection of the average daily volume of solid waste generated at the completion of each phase of development. Please provide a listing of assumptions and the supporting data (calculations) regarding generation rates: i.e., per capita waste based on the number of employees, on per square foot of building space, on type of business. B. If on-site solid waste disposal will be provided, please specify: 1. the method of disposal and/or recycling; 2. the capacity and life of operation; 3. the location and area of disposal site; 4. the methods or techniques which will be utilized to prevent groundwater contamination; and 5. who will operate, maintain, and be financially responsible for the on-site operation. C. If off-site solid waste disposal is planned, please attach a letter from the landfill manager, solid waste authority, or other agency head respons i b 1 e for 1 andfi 11 operati ons or other form of ultimate disposal outlining: 1. a statement of the agency's or firm's ability to provide service at all times during and after development (the agency or firm must be supplied with the solid waste generation tables in "A" above); and -,9- 2. the ability of the landfill to contain the amount of solid waste that was outl i ned in Tab les 24-A-1 and 24-A-2. The letter should indicate the ability of the landfill to contain the waste during development (i.e., construction/demolition debris), for each phase through completion of the development, and after development. D. Counc il consistently requi res that hazardous materi a 1 s and waste management be addressed by the developer, especially for non- residential and mixed-use projects. Council is also concerned with the proper disposal of common household hazardous materials and waste. 1. Any Development Having Commercial or Industrial Uses a. Wi 11 thi s development or any tenant in thi s development be allowed to manufacture, use, or store hazardous materials or to generate special or hazardous waste? (Hazardous material has been defined by the United States Environmental Protection Agency (EPA) as any substance that exhibits ignitable, corrosive, reactive, and/or toxic properties.) b. Using the list in Table 24-0-1, please circle the four-di gi t SIC codes that descri be the types of busi ness or industry t~at will be allowed in the development. c. Please identify the anticipated location of the above tenants on an 8 1/211 x 11" copy of the Master Site Plan (Map H). d. Please provide a letter from the operations manager of Chemical Waste Management in Broward County (the only licensed hazardous waste transfer facility in the State) or any other certified EPA approved hauler outlining their abil ity to provide service after development or until such time as a faci 1 i ty is constructed ; n the Treasure Coast Regi on . 2. Residential Development Will the developer provide for a common, safe, secure holding area for temporary storage of household hazardous materi a 1 s and waste if pickup service becomes available? -70- ~ - 'd. 0' ~ ~ uJ ';j; c(. ~ o - <5 I.Il :i. - ~ uJ o - I.Il 'ti. ., -' I c(. , c:r ('oJ Q) o ~ c::: ..... ~ II) ..... ->< uJ ~\ II) - lo- ~ o c::: o - ~ ..... ~ o - c::: o - ~ (.) ~ lo- ~ II) c::: o (..) ..... Q) II) cO s::. 0- ('oJ Q) II) cO s::. 0- ~c:: Q) II) cO s::. 0- :i. ~ .- - i/- --'-- II) Q) II) cO -%. Q) ~ cO -d i o (.) ~ o ~ -:00, l0- cO II) II) , % "' UJ c..!' V\ UJ e: I- 0 V1 e( :3 0 - .....J 0 V1 >, "' V\ .....J (1J e( V\ - "' I- .s:: % c.. UJ 0 (1J - ~ V1 "' UJ " ~ 0 % ~ 0 :z 0 u u "' N I CIl 0 e( - .... ~ I >, s.. """ e: ..Q ~ N "' (1J Q "' (1J 4- CIl ...... .... e: CIl ..Q 0 (1J "' .... U l- +" +" (1J e: .... e: (1J ...... 5 0 CIl c.. ~ "' 0 ..... 0 (1J QJ - > e: ..Q QJ 0 "' 0 .... ~ +" ~ U ~ " e: ~ - N e: e: ..... s.. "' QJ +" ~ QJ QJ QJ .....J c.. V\ CIl V\ CIl CIl CIl cx:: >< "' ..... e: "' "' "' I- UJ .s:: >< 0 .s:: .s:: .s:: 0 a.. I.L.I U a.. a.. a.. I- ~ -72.- SIC Code TABLE 24-0-1: r..IST OF ?OrENTUI. 3AZARDOUS r"ASn: GENERATORS BY SIC CODE" '''as ce: !71'es Oescrip don 011S~783: AGlUC11LroRE 011.5 01.31 01.32- OU:3 0161. 0111 0114- 0181 0191 0211 0212 0214- )291 0711 r) 721. 0722 0124- 0729 0751 0782. 078:3 '1811 Qaz1. \.iZ,Sl ABC AJ!C ABC: .uc. ABC ABC ABC' AJSC ABC ABC' ABC' ABC' :\BC' ABC'! ABeT L.2W"! '!Z A.T A. Corn- Cotta 'tobacco S~lar Cro~. . r...caG 1a md. Melou. Farmers Ser:'T Cro~.. Cic%U8. Fni.:. Grovers Ornameneal Floricu1eure &. ~ursery ?roducc3 Gaaeral Farm8, primarily C:o~ aeeL C.c:l~ FeedloC3 Se.,f C.c:1e, exc.~c Feed1oc3 Ce.g-., Ranches) Shee~ and. C;Wat: rarms ,";.neral. !..ivescocic. Soil ~r.~araciou Ser7i~es Cro~ ?lallcinl.. Culcivaciou, and. ?rocec:ioa Cro~ ~.scinl. ~rimarily by ~hine Coc:~ GiY''''il1g Gem.ral. Cro~ Services tlvescoc:k SamclIs, e:a:e;Jc Services Eor !I1i.ma.l. S~eci.a.li.cies t:.a.1III: met. G;adl!!l: Ser7'ices O~lleal. Shnb md. 'tree Serrices .-t. 4I 0811-0851: FOUSnT ABC ABC' . 'rimDar "rr:accs' FOJ:as c: ~w:s.ries Or 'rre.e. Seed.. G.d1ering &. !.u:ac.cinl roresc:y S.r7'ices, ABCY t611-l1~9~ CORS!XU~:rON l61l. U'WX! ~62Z !..2'nY 1711 ?T 1721. .:x:.r !.i43 ,.- .- 1752- ..na..Z aighvay aa~ SCrlle~ Conscructiou '3ridle., 'ruzmel, and ::levace<l. ~ilJnwa.., '=ons c:-..1c:ion ?lumaiDc, aeacinl Ce:a:l!~C ~lectric) and Air C011c:iiti011inl'" ?aincing. ?a~er ~aDlin~i and. ~ee~r3ein~. aeaVT C"QIUI C:'!I&:ciou, ~. ~a~az=a, !ile, ~!a~le, auci. ~!osaic '''or~~ nool:" tayiDa- mci Oener F'T.oorvork, ~C ""!.ach' ~ciWlZ:=7 aas ::een LcLenci~i81i as a. i'ocencial. .;ener3ccr Ji ::a:ardcua :Jas on ~he. basis cha~ ene- inc:iuacry ~y generace. corrosive, reaccive, Lguica.ble, .mci/or =oxic .~Se2S. :or ~le, S!C :~e 0711, Soil ?re~aracion So!r7ices, is a pocancial i.n.raco~ oi ~cxic ~eseicicLe ~aSC2S. ~4C~ 3IC code Lisced in rable 1 has ~revicusty been documenCed in che literature ~. ~ ~ocentia.l lener.:u:or ,t ':1azardous ""aSC2. ~c · ~oc alsevnere claasiiie4 SOURCE: Guidelines to Conduct County and Re~ional Hazardous Waste Assessments, Florida De~artment of Environmental Regulation. January, 1985. - 73- SIC C.,de li'as ce !ype., TABLE 24-B-l (continued) !)esc::i.pc:.iol1 1761 L793 1794- 1799 2032 2091_ . 2Z3~ Wl 22SZ 2253 2254 2257 Zz.s 8 Z2S9 :251. 2262 1259- 2271 2212: 22.19- 2434 1435" 2436- 24.51- 2.452: 249L 2492- 2,S 1l. 2.514.- :.s 1 7 2.519 2.5 2l. 2.5 22- 4,541 2.544 2611 262l. 26.3l. 2641 2643 2645 2646 : 6';' 9 :6.31 2652- 25.3 J r- ..... to! r..PWY- JIa.l"fi ~ ~ U!. U! U! U!. U! U! :;1 ~ ~! ~- U! Ui Ui r..:1- Jnr .rnr .rnr JnZ .rn:r a r.=r' ~_. -BLOPQ' ...~r ~ ~~ 'iaOP .;XL~rr atliO~ UfFcr L.;ntn' ~ !U' :u- !U !U !I.P ~I.2 !I.P ru Rcofin~ and Sheet: :iecal. ',Jork Gla.,s and Glazing ;';ork !zc:zvaciug aD~ Foundacion ;';ork Speci~L Trade- CQl1crac:tors 2032-3999~ MAN'OJ'AC'mllDTG !NDUSun:S C~ed- Speci.lcies C4Ded- met Cured.. Fisil md. Seafoods, 3ro_ ~<rYCl Fabric; Mil Ls, ',JooL WOIIIADS- Full Lelch aDd ~e... aosiery l1osiery, exc:Sl'C: ',Jomen.' s ?ull !.anla &- I.aee r.aD~t tDit OurarJrear :iilb ~t:. lJaci.rlfear :ii11:l Circuur ~e Fabri(:. ~ll.s ~a~ ~n~~ :abric ~Ills ~c:in~ ~ii.ll.s, ~C 7in1.sbers" of 3ro~ ~oveD Fabrics of ~.,cton rini.sbers- of Sroad ;';ovel1_ :abrics of ~-Made riber- cd Silk r-ini.sb.rs of 3road. \loveD rabrics, MaD-Macie riher ~ Silk \l09eJL c.arp. <<:3- md Rues ~~~ed c~.cs- met auls C'.ar;I. C3 act iugs-, ~c Wooct. U:cheD, c.ab inec3- ~aci; "...:- ~ ?lyvaod Sof:wooci.. V"c_r md t'lyvoaci.. ~oai.le ao-.. ?~r~~c~ ~~- a~ldin;s ~~ C~oaenc3 ~oocl. ~ns.~g. tts:tiJ:leboa%d. Wood. Kowseho1.cL ?urniou:e, e%C:epc. lJ'pno 1.sc4!:ed. :iec.al. aouaeho1.ci. tU:niture :load. 1:7' ~ct. R.adio C.a.binecs aousuolci... rurni.cure, ~c r,Joad..- Off~. ?urui l:'.Jre- ~c~.L Of.!~s Furni.eure- -"ooci. ?a::i.::i.Q1IS. .and lu:uras ~.c.al ?3~i~iQns ~ci... ?i:rnres EtuJ.p. ~ills- ~a~.r ~ll.sJ ~al'~ 3uil~in~ ?al'.r'~ills 4'av.rbo~ ~lls Pa~.~ ~.,.cinc. met Gl&:inC- 3a;s, ~.l'r ra~il. aals Oi~ae ?3~er mci. ?31'erbaard and C.a.rdboarci 1'~.S8ed aad ~a1ci__ Pulp GQods CQIlVened Paver- aDd P3~erl3oard ,h'OdUCt:3_, ~C loidin~- ?3~erDoara 30X8S S.~~ Pa~.rbaard Boxes Car=u~acaa and Solid :iber 30xes ~TP:C .. :Joe ~.L.3ewnere c.i.assi.iiec- - 7~- SIC ~uC:e 'l'ypes C.:ld.e 2634- !U'y 2635 II.PY 2661 I..'iPT! 2711 !lII.OPQ 2 nJ.. an.o~ 2731 aII.O~ Z7:32 ilIIAPQ 2751 anoPQ 2752 aII.O~ 2753 aII.OPQ 2754- an.opq 2761 anoPQ 27.71 anDPQ 2782 !lno~ 2189 an.o~ 2191 liILOPQ 2812 .\B~TT 2816 ;on 2819 ;OPQRSY 2821 U1n' 2822- Uin' 2823" Uf!! 2824.- t.Hn: 283L ua 2833 .usT 2834- toP 2841, ~ 2842: ~' 2843 ~ 2844- F'Ln' 2851 :Gt.'iPT ~861 ~ 2865 ;caII..'fnY' :869 ~ 287:3" GBftT" 2879 4BCI..'1Y" za9L t..'iFt 2892 ~ 2893 t~ 2899 ~?!:!' 2911 GaLPT' 2952- ? 2992 GaT' 2999 ?'! 3079 .ma 3111 !. TABLE 24-D-l (continued) ~esc:,ipciQa. Saaitary Food C.:luc:ainers Fiber C.us, tubes, Drums, and. Similar P~Od.UC:C:3 auild.inl~ Pa~e~ and Building 3oar~ Mills Ne"~.~ers: ?ublishinl and ?~inc:ing l'eriociieab J PubliShing' & Princ:ia.... Booa: Publishinl aDd. E'~inc:inl Book E'rin cing eo-rcul. Princinl, I.ectar-press and. Screen: C~rcial l'rincin..., Li~olraphi~ bcravmc- and.. Plac~ E'rincinl~ C~rcul ?riDcing, Gravure Mmtifo1d.. Business ?orms: Gre.cinl C.ard. Pub lishinl, Sl~oka, Loo.eleaf Binders, and Devices Bookbindinl ~ 1elaced. ~ork !TpesectiA~ ~lkalias and.. Chlorine taorlaai~ ?i~C3 tDCiuacrial. taaqlU1i~ Chemicals ,:mC n.. cic:s, Macerials, S yt1 en. cic' Re.s ins, and. N'01l-nslcallUab 1a: ~laa c01IIers Sllldleci4:: Rubber C.J.l~.~ ~-Mad. Fibers Symdleci~ Orgaaic Fibers, excepc Callulosic Biela.ieal. C'rociw:a ~i.4:i.D&J..s.. mci. aoc~ca13 ~.lIcicaL ?n~araciaIl8 Saal'; cd. Odlar De ca1"'i'!D cs , UC8~C: Speciality Cleclers" S~ecialC'T CIaallers-, ?olishes, and Sanicacioll "~a~araciclls Surfaca' Active A~tlDC3, Finishing A~encs, SuJ.foaaclHi. Oils, md. assis c:.ancs Pe~~., ea...cics, 6Ca Oth.~ toilec ?~eparaciOlls ?ainc. and.. Uliaci. ?1"Od.uc:ts GWIIt aid.. ~ooci. Chemica.L.s Cyclic' (CQal tar) Crudes, and C7clic !ncsClIed.ia.ces, Oy.. J md.. Orgazzie- ?igmmlc.!, (Lass and. tonerS') ~U8 c:iaL Orgaui4:. O1eaaical.s, ~T!C Ni~cOWl 'er1:i1uars l'esc~i4.. mci. ~u~:urai -:~em.ic3.j".s" :iEC Adhesives. mci. Seal.mcs ~lallives, 2:izu:uc:, ta' Ch.-ical. !'~"uaciQlls P.~olea. Refining A.I~hall: Felts md. CQ&eings ~ub~icacing, Oil.! and. Greases :rod.uccs oi, ?ec~oLeum ~d.. C.:lal, ~c Miscallaneous Plascic Products :aacher tanning ~d. :ini3hin~ :n::c ~ :lOl: al..sewnere c.:..a.ss1.iie<i, -75- SIC ';Jas ce ~es Code 3131 1. n.5 1 1. 3144 L 3161 !. 3171 L 3172 t., 3199, L, 3211 :r 3~1 JXI. 3253 .!XL 3261 JXL 3262- .!XL 3263 J1tI. 3264- JU. 3269 ~ 3291 -, l.. 3293 1.=' 3312 E"G2L..'WPQTY 3.:313 uarY: 3.:31S G3IJ!0P'r! 3316 G?!' 3317 GmJm"! 3.:321- ~ 3.:32Z ~ 3325 Gm...'m'tT 3.:332: Gm...'m'tT 333.3 Gm...'m'tT 33.:34. ~ 3.:33~ ~PQTr 3.:34L ~PQT!: 33~l- SU!OPQr 3353 aL.."iOPQY. 3.:3~4. ~pQY 3.:355 aL.."roPQY" 3356 ~OPQY 3357 aI.liO~ 3361, GBUa' 336, ~ 3:369 UtT! .3.:398 ~PQY 3.:399, ~OPQY 3411 3L."iOPQY 3412 liUlOPQY 3421 BUiOPQ TABLE 24-D-l (continued) Oesc::,i~ciot1 Boots & Saoe Cue Stoc~ & Findings Laacher' Glaves & ~ittans 1"OIII8D 13 FooeYear, e.xCSt)C Adl1eeic Lugaqe ';JOIII8a's RaDdbags & Purses Pe~3oaal Laacher Goods t&sch.~ Goods", ~C nal:- Gl.u~ arick md St:z:uceura1 CUT tile C.uamic. fla11.. md Floor' tile' 7iueou. China Plumbing Fu:ures and Badlrooa Accessorias ' Vic:eoua China table and Iitcnen Ar~ic:les riD.. !araemrare ('\Jhiteware) t4ble & ltitcnen A%'~icles Porcelain tle~~=ical Su~~lies ?oc:ery' ?~~uc:cs, ~C Ab~iv. ?~ociUC:l:s, G.aakee.s, PaciUng .md Sealini" uevices BlaaC" Fw:"%LKe.:l, Steel ';Jork3, and aalling. :iills !1.c:r~c~11~gica1 P~duccs Steel. ~i.re Drawing .md Steel. ~ails and; Spikes Calli !alled Steel Sheae, S/::'ip, and Bars S c..l Pi". md. 'rubes Gt'aY trOD:. Found. rias ~leabl.- u"QII: FOUDAiries' 5~.1. Fouzu:iries', ~c: 1'rima:'T S..ltin3': md. aefining af 1.eacl, !rimuy Slalting- mil !aiining af Zinl:.. ?rimarr P!."ociuction ar Aluminum:' Primary- Sa.lcing md. wining of. ~onfar:ous ~.eal.s" ~C- SCODdar'y Sa.lz:ing and Reiining of 3ouien-oua, ~c.a13 1allinC. Ora.wing- md. ::Z1:rudi.n~ al: C.J~per' 4l~ Sheec~ ?1.c8, md. Foil .uuainwa. t:a:rucied Produc C3 U'JPli_- Rolling md uraw1.ng. ~c !alling. Dnwin~ md ~rudi.n~ af :ronfe~us :Heal, &zcat)t: CQ~".r .md 41umi.awa' Or2WiD~ and !nsulal:in~ of;~onfer:ous ~i:a AluaiDma~ Fomuiries lC.ascings) 3ra88, BroD:a, Capper ~ CQ~~er' 3ase .~loy FOamiries, ~~e~WI- FOUIICiries (C.u cings ), ~ ~ec.al. aeac:; :".:ea.:i..,t Primary ~eU. ?~dUC~3, ~c- :!ec:al. CaDS ~ecal, Shi.~~in~ Barrels, D~, ~e~~, and ?ails (Drwa aeiinisning) Cuclary Tec ~, ;Toc ~lsewt'lere ::.!.as3i..::.<!.d. -7~. - SIC Cocie. TABLE 24-0-1 (continued) \Was ce r",es Descripciou 3423 3425 3429 3431 3432 3433 3441 3442. 3443 3444- 3446: 3448 3449 3451 34.52- 3462- 3465 .3469 3471 3479. 3482: 3483 3489' 3511 3519 3'23 3524- 3531 35.32 35.33, 35.3' 35.37 351.1 351.2. J5~ 354.5 3546 3549 3551 3552- 35.53 3554 3555 3539 3561 3562 3L.'iOPQY. aLMOPQY ~pQY aL.'iOPQY aLMOPQY mropqy lIIJ!OPQY at.'!OPQY lIIJ!OPQY aumPQY aL.'iOPQY ~pQY !IL.'iO PQY' aL'iOPQY ~oPQr ~PQY" ~OPQY aIJmpQY a:t;mPQY aIJiOpqt ~ ~ ~ ~PQ' ~OPQY" aI.:roPQY. atHOPQr ~OPQY' ::n.HOP("V' auwPQY- ~OPQ liU10PqT" aan~ and. !:age !ool~, ~epc ~chine tools aud. aand. Saws aand.. Saws, &I. Saw Bl.des !iarciware, m!:C' EDamele4 !roa aad. Met.1 Sanit.ry \Jare !lumbiDl' Fiz:ure Fic:ings and. trim. (Brass Goods) . ~ . =". d. ''7~' aeaCJ.AlI- -'llUpIIUI!lC,' axeepl:. ...ec::'~r:. 3D ..ant .'SoJ.r Ftu:Daces. ., abricacad. S t::w: tural. Me ea 1 !ieaJ. Door3, Saa, Fr_s, Moldings I aDci. trims. Fabricaced. Pl.c.. iJork. Sh..e Maca.l \Jor~ Archicac'eu%'al an~ OruaDlmlt:Ll Me tal \Jork Praf~:icatad.. Mac.L a~ilciinls and. Caapouenc3 Miscell~eoua Mac.l \Work Sc:'aw: Machin.. ?roduc t3 30 J. es, :i~cs , Sc:,ews, ti ve 1:3, and. :Ja.shers t~. an~ StaeL ~orzinls A~omacive' S~iags LUca.J.. StaIlJings 1 .a:c. !:lec~pl.ciDg, Polisaing, ?l.cing. AAocii=ing, aDd;. CQloriD.-: C4aeiDg. !Alravine. and Allied.. Services I ~e S..,U A.cu: A-ui.ei01l .1_fticiOll', exepc;. far: Salall. Arms, ml:e Ordft..ft~C', ~ 4ccessorias, ~C S ta.....,. G'~, aDd: a,urau.1.ic:- 7lJ.ro i.n.s u:u:a:D&l. Caaaus cion- ~Iines, ~C. rua: ~hmuy md. E'luiplllmc' ~-=~ tr3C;COZ'S ~ t..i.wa. &I: G.ardan. !"qui;7llUln c: ~QIlSC:ucti01l. ~hm.~ and. equip_ill: Mining Maci1ine~ m~. equipmear:-, excepc Oil. neld. Oi~ Fie.l4. ~iD.ry- aIId. equipaumc Coaveyor:s- mci C~eying E:'luipmenc !nrl.ua~l ~rack3, tractars, trailers, aad. S t.Kurs' ~hme: tools, ~cal Cac:ing ~ine !oo13, Mecal :ormin~ Sp.cial. Dies anci Zoo is , Jie Se1:3, .; 19s met 'iz1:u1-es, an~ !nciuaei..L MoLds ~~ tooL Accessories' ~ Measuring ~evices EPowe: Driven a.mc:i. Tools :iecaL rlorkiD~ ~.inar:. ~C FOacL E'raduca. tUcn.ine~ t aze..la. Machi.:ery- 'ioad.wadcin~ ~c!:1iner'7 ?ap.: !ndus~ies Machinery E'rincm~ traaes 1iacninery and E:qui~enr SpeciaL !netusc=7 :ucniner: I :-me ~s and. PuDqaing Equip_n c 3al1 met aaLla~ 3earin~s ~OpqY" aumPQY' at;iOPQY ~PQY aIJmpQY L'!OPQY ~PQY" aI.:10PQY BI..."iOPQY' IaJiOPQY euroPQY ~OPQY ~OPQY :iUiOPQY :-me a :loc:o ~lsp.wne~e :las.siiied -77- SIC Cade' '..;as l:e ~es TABLE 24-0-1 '(continued) Desc:ription 3563 3564 3567 3563 3569 3573 3574, 3579 3582. 3585' 3586 3589 3592, 1599 : 612- 361.3 362..1 36tt 36U 3624- 3629 363Z 3634- 3636, 3639. 3641- 3643 3645 3646 3647" 36.51 36.52 3662 : 674.- 3675 3677 J6i~ 3691 3692 3711 3714- 3716 3721, 3724. 3728 CiI.'!OPQ ~OPQ l1L'iOPQY 3I...'!O PQY ~OPQY au10PQ aI.'mPQ ~PQ ~~ aI.'!OPQ ~O'PQ :iU!OPQ ~oPqy ~OPQY ~PQY" aL.'iOPQ ~PQ at..'mPQ l!U!OPQ ~PQ euoPQ aL.'iOPQ fUOPQ eI."!OPQ' ~pq aLHOPQ' ~PQ atHOPQ BIJ<<OPQ a:r...'!OPQ aIJ!OPQ aL.'roPQ aL.'!OPQ "m!OPQ u.'iOPQ eIJ!Opqy- gr."!OPQ 11PQW. apq ~on ~OPQY" nHOPQ 3L.'iOPQ ~oPQY ~OPQY tir md G.as CQIl~reSSOr3 310wer and E3hausl: Ventilation :ans Industrial P~oc:ess :urnace & Ovens Mechanical Power' transmission Equipmene-, ~C Gimaral Induscrial Machinery mci Equipaaant, ~C' IIec: t'%'01Iic:. ~lIIl'ucinC Equi p..n t' Calcu1.cin~ ~ Ac:aancinC Machines, ~ep~ Ilec: c::01Iic:. !.qui ~ t' Office: ~inall', NEC" C.amaJ:'C::.i..a.L t..a1Dldry, D~ Cleaning, anel.. P~.ssin.' . ~ines. Air C4uciieioni.a.g aDCi. ':lum .u.r aeadng Equi~c:- auel.. Cammerc:i.l and taduscria1 ~frigeracion Equipaaan e Measurinw: and Dispensing E'~s Se2:"'1'i:..' !:a4US r:ry !!achines I ~c Carburecors, Piscons, Piston lings & valves :UChinery, ::.z.c:epc:. ::lecc:ric:a1 . ~C Power, Oisc:ih~..j,oa.- and.. S~eci.lC7 -:'ransfor:1eJ:'s, Swiech,ear ~, Switchboard Ap~aracus ~;ors &. G.aaJ:'aco~s IzIdu. c:ial. ems ero 1s TJeldiDs: ~9aracus', eleca-i.c: C~o~ & Gr.a~hita ?roclU~e3 tl~:ric.a.L !ACiua~a.L ~paJ:'a CUS, ~c. &auseholel.. aaf:il.raeo~ and a~ and ~a~, :re.ze~ elac:::i.c: aou.evares. and.. :' ana Scwi.DC'" Machines; aou.ehold ~'PLi4llce', mtC"' elac~ ~., , C=:lIIl1:~g W'ire Oevices iasidemcial Electric:. Ligbei%1g, :iz:ure~ ema..rci.._. tAdus 1::'i..1. , and Inscituciona.L t..ipc:.nc: 1i:::ures, 7' eSt icuL..:- w'3h cal C:qui parIID C RMio & 'telensiou aec"iving Set3 E'hOlla~al'h !ec:01:lis anci, ?ra-~ecorded ~a~e tic: 1'ape: betio met te.LevisioD trmS1lli.crin~, Si~nal.in~, ~nd: , OecactiOll tquipmea.e- and A.~9araCWI' S..a.cOllciw:~or3 and.. :lel.acad ,eorices !lee.C'O'Ilic' c.a~acicor3' r:lect:rouic,; Co:i.ls, 1"r3IlsfonleJ:'s, a:cl Other !:a4UC :0: E:lec::::onic. Co~ODI!DC3, ~C Sea~as. Sac:aries ?:~' aac:a~ias, Orr ~ ~.e ~acor 7ebieles and ?assenger c.r 30ciies ~o~o~ Vehic.Le E'ar~3 and Accessories ~ocae !kIaes A.irc:rafr Aircraft Encines anel.. Engine ?ar~3 tire:af::. ?ar1:S md, .1.u.xiliar: ::qui~nr:,. ~TEC ~c s ~oc a.Lsewnere ~lassi=ied - 78- SIC Code ',Jaste ~.s TABLE 24-D-l (continued) O.scription 3731 3732 3811 3822 382.'3 3824 382.5 3829 38~2 3841 381.2. 3843 38S1 3861 3813 3911 3914- 391.5 3961 39~ 3993 399' 3999 t..a11 4J.ll t..a1.J 4119 4121 :'U1 4.l.5 1 4.172. 4212 421.:3 4214 4231 4.311 4411 ~3 .:..4 Ii 9 aL"iOPQY euiOPQY IWiOPQ ~PQ ~PQ SIJ!OPQ mropq mroPQ aL.'iOPQ wmPQ ~PQ ~PQ nHOPQ ~OPQ aI.'iOPQ at.'m~ aI.'iOPQ'r aJTJUJPQ a..ntt:mPQ ~PQ a:~PQ' ~PQ' ~PQn .. Ship Building and. ael'airing BoaCo Building- and Rel'airing Engin..ring, Sciel1'cific:, I..aborato't7 and Res.arch tAaC:'WIIaDts Aucoaaci~ Concrols, for !elUl~cing Rasidenti~l an~ eo...rci~l Eaviroamenc$ an~ A~l'liaDc:es. rnduae:i.a.l UlaC%'WDenC.3 for' ~uring~ o i.s play I an~ CQIIC%ol. of' hocess. :1ariables, anet. ael~ted. P1:.OIiuc 1:-'" 'l'oc.ali.:in~ Fluid; MaCers and. C.JW1Cing Oevic:es !uc~nl:3 for ~easuring and 'rescing. of !lec::ic:ier and ~lec:=ic: Signal.s M...qring-- md C011crolling Oevic:es, NEC O~cica~ tA.~C3 and Lanses S~ica:l and Medical tna t7:Wllanc.s and A.~l'aratus Ortna~edic:~ ~ros~heeic:, ~ Surgical A.~pLianC:l!s and. Su~~l.ies ' Oene.al. ~qw.pmcll: and SuppLies O~eital.mi.~ G4oci.s l'hocosra-pftie; Eqw.pmclCo an~ Su~pLies (fecches, Clacu, e = . J....l.J:y, P'!:'ecioua, MIIe..L Silv.~.,. PLlce. !,Jare, anci Stainless Sl:eel ~are Je..l.:-' ~. FindingS" St, :iacarial.s & r...a~id~%7 r,Jork C.,.CUIIR Jewelry met. COsl:"~ ~ovell:ies', ~xc:a~c rnciou. Me cal. ~..u..., l'in..,. Hooiu' aD.Ii ~y.s, and. Similar ~o COlIS, Sips: aIIIt AG.ver:i.sing Oispl~ys BUrial. Cakec3 :iaDufg:u:iDg. !Aciuac:ies t..a11-49'9': nA1fSPOtr.rA.TIClf AND PUBLIC OTn.I1'IZS Railrocs-, r..iDe-~aul O~.racing- ~l. mci, SlIbuna 'l'ralls i Co Switr.;hiD.. St. 'l'enai.Dal a:.scaDI.i.sh.men~3 !.Qc:al. Puseapr- t'rms'Dor1:~ciQu, ~TEC ~aa.: !.l1ca%'cie; md. lural ~S!hw.y ?:1Ssenger 1"=...~~ciQll' Schoo.L aWl.. :uiACaaaDC. & 3l1U""1'icl!; :acilicies :01:' ~..:or :Tehic:la P....ag.~ 'l'rauspar:acioa !.Qca.1.. !'.:ucicing ricnouc Sl:Qrage ~:uckin~, bcepC' !.ocal t,Qc:a.l Trucking ..,i d1 S t01:'a~e !ruc~in~ Terminal :acilicies cr.s. ?oscal Servica (7eaic:le ~incen&ace Jnly) O..~ Sea Foreign 'l'raaspor:a:ion' :urine C.~o 3:audli.n~ 'ojacar 7::ms~or~acion 3t!rvicas, 'TEe ~C a ~oc elsewhere classifillii .na.~ I.PWY .na.n U'WY' t.PWY r.2WY' !.l'WY '!" J1CL2WY ...'1Ct2'.n'" J1tI.l'WY, .JXl"!Y .IXI.l"JiY '! ~:a.~ - 7C/ - SIC C.od.e TABLE 24-D-l (continued) iias f:e '!ypes Descripcion 451l 4582 4583 4612- 461.3, 4619' 4a1l 483Z 4833 491l 4931 4.932 4939, 4.952 49.53 4.959 5093 5161 5191 5198 523l. 5~1 5211 5311 5:399 551l 5521 5531 S54.L 5551 5571 5599 5722 596Z 5982, 598::3 5984. r..r! r..n Ln .JXI.l'T! J1Ctl'n' JXI.PT L'%, L~ Lr ~ ~ ! ! a: ! .-\Be"! Air' trans~or~aciou, Car~ificacad Carriers 4ir~or:s and 11ying lields Ai~or: terminal Services Cructe Pecroleum Pipe Lines, iaiinecL Peuo'lewa Pipe wes Pipe' tines, NEe: ~.l.~hoa.' C-ommuaicatiou (~ire or laciio) aaaio, !~oacic.u cine' -relrri.sio1r 3roacicascing. ~l.ca-ic:: Sanicss: Uec:rical &- OCher SC"'fices G;aa. &: OCher Services: CDlDbiDa:ioa.: Otilities', NEe S....rac. S '111 c:esa aen.a Sys cema' S4Ili:~ Serrices', NEC' 5093-5198: rmOLESALZ 't'IlADE !' I..l'"n A. .na.r S"cral" &: ~aa 1:& M.ac.ri~ls, r.Jho Lesale Ch.-ica.u, and. Allied. E'~ciuc cs '.Jb.o Lesale FUll: SIIl',lies E'aiAa-" Varnishes, alCi SII'gplies 5231-5984.:' ~!!AD! JXU' AJrr J1a.! ~ .u.rn t.PWY t.PWY L2W !.I'WY t.2W"!" U'WY I.PW'!' ~~c:-.,. Gl.Ua, ancL ~a.llpa".r Stares Eta:d.wm:e' S t01:es. ~i.l.. ea.. Oea.Le:s'! 08llaz:1:m8I1c. Stores- ~c.llaa.ous~ G.aer.al ~.rehaad.isa Stores ~cor 1Tahicle Oealars (New 5: ased.) ~'coz:- V~icl.. 0..ler5: (UsecL Only) Au.co &., aame- SlIl'l'ly Stores Guolin. Senice' Stacious, lecail 30. Co Deal an- ~ocorc7cle: Dealers Aucm.acive, Oeale:s", NEC aoa..ao!4 4~~iieace Stores, aec~il &acDmaci~ ~rchaDdisin~ ~chine 0~eracor3 FueL & rca. Dealers Fuel. Oil. Oealer3' Liqu.fied, ?ecrolewa t;.,u !:leal.ers' U ! !' ! 7'%1.s-a081: SDV!CZS nmUS"!'3.!ZS 721.5 r.J! 7216 r...'i i217 r...'i 7218 I..'i 7251 . - :... "311 ~..~= . C4~ O~.1:ac:sL L6undries ~d 0=7 Cleanin~ Dry Clea11iD~ :'laDC:.s, E:=e~c Ru~ Cleauin~ C.arpe c- and. O'pno 1" cary tadusc:rial ~derers ~UD.ral S~rvices aaci C:~cories ~ucdoor ldver~~3~~ ~e~ic~3 ~EC 2 ~Of: alsewhere classified --80- SIC CJcie '..aaca. !~es TABLE 24-D-l (continued) O.se:,i~ciotl 7319 73:31 73.:32- 73.:3.:3 7342- 7349 i~9l 7:39~ 7397 7399- 7~12 7~1.3. 7519 :"531. 7:34.. 753.5" 7538 7539 7622. 76Z3 752.9 7631 76aL 769%. 7594- 7599. i819. 792% 7992- 7993 7996- 7999. 3062- 3069 3071 .907'2. 8081 d2.l~. 3221 324~ 8299- 8331 ~-r. !..~ !oOT' r..o-r- .\Ca.. Ptt t.n' OPQRS"r t2r" Ut. WWY !.2WY t.2W '..2~ :.N. t.2W ~ :.2WY ton rzr !2r r.r JXI.r U'W. r..: tor CoO-r J'Xt:' ABC t.7!."" .rrt.7r' A.1X ~ r.zr ~ !2!."" ton .Jl0:.2~ .JrI.7r' JXt2't'! JZUlT' .nt:.I A4ver1:ising, ~C Dirac'!:. ~il Adverti.sinl Services alua~~in~ aDG. ?hocoeo9ying Ser7ices ~~:cul fhocogral'hy- .U01:, aDct Graphid:.s DuiUect:i%lg UL&i. e:z:a:minacioA. Services ClaJlllli.zzc: aDd.. ~i.:lcalLlllC. Serri.c:as eo Ovelling:r .md; ocner auilctings, ~ ias&a:clt. aDd. Oeve.lQ~l: t...bo~aCorii!s P!Iocoti:i.shiAc t...1bora:cories' ~ zocUl. res ci.zzg- t.abo%'acories lire !z:ingaiaber ~ling Ser7ic:es PU.eDger c..:. lm:u:.a1. met t.auing-, ..,ioouC" Dri..,.r3 1'%:tI.CZ 2anc.al mcl wa.sing, 'rioauc drivers t1t:i.liC'T 1'rai.1e: met la1:::aaciQual 7ehic:le lenul. -ro" aDCt 30dy :ta~ai: ~40"S, AUC01llOc:.ve 7J...-. :t.s=asAi.:l~ md :ta"air S"d.O~S I '\'ucomc c:. ~J'e E'aul: Sho". ~ AW:D1IIDc::.ve ~eraJ. iWcamo c:i ve- aa~air ShO~8 AW:QIIIDcivll' aa"air Shol's, :fEr: a:.tio. &. ralavis WIl aal'air Sh09S 2a&ipzoaciOll: &. Ai~ C4aditiQUin~ Serri.c:e &. ~ Sho~ u.c.t::I:'ic:1l &. el.c:::=i~ aal'air Shol'S, ~C iicc:il' CloG mc:i; J....T - ianai: 't , -J. ~auCU'T met. ;'~c=a. aa"air fJ, .J ~.:- ~__~_ e.ww.aC: _~ .u:maCU1'~ iawiDciiDg' She9s ~ Sholl8- mci. W..c.. 5urices, ~ ( iD~lwiiD~ :"">I~'; ci.r.ali.., C", ) S~.s. .uric- I:Q :ioC.QIl ?icouoe ::'Oeiuc:i.OI1 -:h..c:i4:a.L :'':'Odacars- (e.o.:.:."c :io o.QIl ?ic :uras) md. ltiac:.l.uneoaa. !heaC'i4:.al Ser'7ices hD 1.ie ~J..f C4w:3es' CQi.A.-O~.rac81i .u.u.s-.nc Oevi.c:es AIms.-mt: ~a"", .....--.slC; m.ci. lac::eacian Ser'7ic as I ~tEC G.iII.~a.1. ~edi4:a~ .md.. Sur;u:.:3.l. '3:os~i:..l.3 S9lKultj EfO.l'i.:.a~, e.zca<pc !lsyc:~i...c::ic: ~!acii4:aJ.. ~O%'acories . 'eal. t.abo1"2co~as OUCl'acicc: c.z.. Facilitias' a%l1~~:31 = !D1:7Q.notfAL ~~~ ~I.aeftc.a%7' ~ S.c~dar7 Sc~ool..3 C411e3es, t1Diversicies, ?~fessiQual. Sc~cols, ana. .!UDi42r ~l.la~es. 'locac.ioaal. SdzooLs I ~el'C "Toeadonal. :ii;n Schoo b, ~C 3e:ao l.o5 . . mei !:iuc:1c:'.-Mal 3li!r1ic as, :1EC : OCl 7:ai.n:in;' mei. :oe..z::.onaL ~anaci':i.:..:.c:.~n ;t!r"Ticas ~!C · ~oc ~l.sevnerl! c~.aas1iied - ~J- SIC Code 4'4S ell rYl'es TABLE 24-0-1 (continued) Description 8411-a999~ ~ISC~OUS 8411. 8421 8922. 8999 .na.P"r ac U"t Museums and.. Ar~, G...l1eries A1'boreca., 30canical and Zoological G...rdens Noacomm.rcia.l !duc:acioual, Sciencific:, and bsearch OrgaDi:a cioa.s, Ser?icas, ~C Jlt ~ .' ~ioc: dl.sewaera, c:.iasilieci -82. - ~, TABLE 24-D-l (continued) CODE roa '.JAS,!,!; !Y?!:S COMMONLY ASSOCIAI'!D '.JIn: !Ac:l SIC nmosn,y A. S C o ! ~..te pesticides ~..biA, ~ rinsin~ solutions ~oae~ininl peseicides !1JIlI t:y pes cic id. ~oncaiDers' S~c c:oxaphene solucions OJ:' slwiges frOlll dipping Spene pesticide, solucions OJ:' sludges ocher c:hm c:ozaphene from dipping ~ us c con c.aining heavy ~ c:a.l.s ':JasbiDls and. dnsingo solucions conc.a~nJ.ng heavy :nec.a.ls ~4Scaw.car c:raacmenc slwiges con~4in~ ~eavy~cals ~.. Ce ink. tgnie~le paine wuees ~oncaiDing fl.::ll-~Qla' solvl!nc3 (tlash pain 1:' tess r:haI1 l4007) Uquici \June- 'ora Cas ~onc.aining b.eavy aza!:als (cad.mium~ chJ:'01Ilium, _rcury- or teaci) SPell: solV'ena~ S'Cill OOC:OI8a. !rea ene us cill.acioll of- solVl!DC3 G a ! J t: ~ I. ~ ril=-ac~u- l:'esiclwas Ero.. dry- cleaDi.ng- operacions Q CYaDide, wu Cas' , ~ Serongly acidi~ or alkaline W..Cas q Spene ~lacin~ wasces R. r..uca- ~ni..o S Phocolraphic waSCe. r tpicable wuees (fl.uh. poine, less am l400:-) (] \iueawacar slud,s. ~onc.ainin, peDl:.KhloropheDol, cre.aIlOCa, OJ:' arsenic, 7- ';..ce :onzaldehyae ~ ~~-~cid ~.c:erias ~ ~.sca a%9losivl!s t r..;uca oil z, 0 ther - 83- -8'1- 25. Pub 1 i c Facil i ti es: Energy Energy consumption is a regional concern as it relates to electrical generation (efficient use of energy resources) and to vehicle operation for transportation (decreasing the dependency of the Region on imported energy sources). Counci 1 pol icy requi res that the project incorporate, to the extent feasible, energy conservation measures. To conserve fossil fuel s used to operate vehicl es, Council requi res that reasonable levels of traffic flow be maintained by the maintenance of Leve 1 s of Servi ce C/O on the regi ona 1 roadway network (see Transportation Question 31 of the ADA ques~ionn~ire). A. Please provide a projection of the average daily energy demands at the end of each development phase for each of the following: electrical power, gas, oil, coal. For electrical power, also provide the peak hour demand at the end of each phase and cumulative electrical demand for the development. B. If there is to be an on-site electrical generating facility (post-construction)t what is its capacity and use? C. If electrical power is to be obtained from an off-site source, the supplier must be provided with the electrical demand information that was calculated in question IIA" above. Please attach a letter from the firm or agency providing service outlining: 1. confirmation that the supplier was provided the electrical demand information that was calculated in question "AIl abovell; 2. a statement of the supplier's abil ity to provide service at all times during and after development. (The suppl ier must be provided with electrical power demand information in flAil above. ) D. Provide an energy management/conservation plan which identifies considerations and measures relative to energy conservation which have been incorporated into the si te pl anni ng, buil di ng desi gn, and equipment selection for this project. E. Were alternative energy sources considered for this development? If yes, why were these alternatives selected or discarded? (e.g., solar energy systems, etc.) , -85- 26. Pub 1 i c Facil i ti es: Educati on A. If the development contains residential units, please estimate the number of school age chi 1 dren expected to reside in the development. Reference this information to Section 32 on housing characteristics and marketing strategy. Please provide a detailed expl anati on of the assumpti ons and sources of information used for the calculations (e.g., pupil generation rate by housing type provided by school board). B. Please provide a listing of publi~ schools which se~ve the project, existing capacity, and attendance trends. C. When project-generated children are added to projected school population in schools of attendance, can they be accommodated in the year generated? If not, what action does the applicant propose to mitigate impact? D. Please attach a letter from the appropriate school board, acknowledging receipt of the estimated school age population informati on in II All above, and provi di og a statement of what capital improvement' adjustments would be necessary to accommodate these students. E. Will school facilities or sites be dedicated or otherwise provided on the si te? - 86- 27. Public Facilities: Recreation and Open Space A. Please describe recreational facilities and open space (including acreage) which will be provided on-site. Locate on'Map H. Will these areas or facilities be open to the general public? B. For nonresidential projects, please describe any recreational facilities (e.g., shower facilities for employees who bike to work or jog during lunch, workout rooms, racquetball courts, etc.), and open space with picnic tables, benches, etc., which will be provided for .employees within the project. C. Wi 11 the development remove from pub 1i c access 1 ands or waters previously used by residents of the Region for hunting, fishing, boating, or other recreation uses? Specify. o . Please descri be any 1 oca 1 government 1 and deve 1 opment regu 1 a ti ons which address the provision of recreational facilities and open space by a developer. Will the recreational facilities and open space provided on-site satisfy these regulations? If not, how wi 11 the development meet the requi rements of the regu 1 ati ons? Please provide calculations to justify the response. E. Wi 11 parks and open space be dedicated to the ci ty or county? If not, who will maintain the facilities? -87- 28. Pub 1 i c F ac i 1 i ti es : Hea 1 th Care A. What medical or health care facilities will be provided on-site? Please specify type, size, population to be served, etc., and locate on Map H. For nonresidential projects, will an on-site first aid station be provided? B. Please identify the nearest acute and long-term care facilities and their ability to serve the project. Please indicate what demand will be generated by the ~roject for both of these facilities. C. What agency wi 11 provide ambulance service to the proposed project? Please provide correspondence from the agency outl ining its ability to provide service after development, distance from the project, and estimated response time. -- -88- 29. Public Facilities: Police Protection and Public Safety A. What police protection services, facilities, or sites will be dedi cated or otherwi se provi ded on-site? Descri be the servi ces or facilities, specify any conditions of dedication, and locate on Map H. ' B. Please provide a letter from the jurisdictional law enforcement agency out,l i ni ng: 1) whether or not the present faci 1 it i es and manpower of the agency are capab 1 e of servi ng the proj ect as it is current 1 y phased; 2) wh at addit i ona 1 manpower and eq ui pment the agency wi 11 requi re because of the proj ect; 3) the di st ance from the project; 4) the estimated response time; and 5) whether the design and layout of the development hinders or enhances the ability of law enforcement agents to provide for the safety of the residents and tenants. c. Will the development provide trained private security guards? D. Please descr; be the safety features that have been incorporated into the overall project design' and the structures for this development. -8'1- 30. Public Facilities: Fire Protection A. What fire protection services, facilities, or sites will be dedi cated or otherwi se prov; ded on-site? Descri be the serv; ces or facilities, specify any conditions of dedication, "and locate on Map H. B. Please provide a letter from the jurisdictional fire protection agency outlining: 1) whether or not the present facilities and manpower of the agency are capable of serving the project as it is currently phased; 2) what additional: manpower and equipment the agency wi 11, require because of the project; 3) the di stance from the project; 4) the estimated response time; 5) whether the design and 1 ayout of the development hi nders or enhances the abi 1 i ty of fire protection personnel to provide for the safety of the residents and tenants; and 6) whether, because of the scope or design of the development, an on-site reserve of nonpotable water shall be provided for fire protection purposes. c. Please describe the ability of the project to provide an on-site reserve of nonpotable water for fire protection purposes. -t:jO - 31. Public Facilities: Transportation (For all DRIs except Downtown or Areawide ORIS) A. Existing Traffic 1. Using Map J as a base, indicate existing conditions of the highway network within the primary impact area (as previously defined by Map J) including peak season PDT, peak hour AM & PM tri ps, di recti ona 1 traffi c load, 1 eve 1 of servi ce, and roadway capacity. 2. Complete Table 31-A-2:. Existing Traffic. 3. On Map J-1 show existing accident conditions by type (and cause) of accident. 4. Complete Table 31-A-4: Locations of High Accident Rates. B. Committed, Programmed, and Planned Roadway Improvements 1. On Map J-2 highlight all roadway improvements or new facilities included in the adopted Transportation Improvement Program (TIP) -or funded privately for completion prior to each phase of the project. Privately funded improvements must be verified via a letter from appropriate entity stating that commitment and how the improvement wi 11 be funded. Attach a letter from the appropriate agency stating the current status of the planned or programmed improvements. 2. Complete Table 31-B-2: Programmed and Planned Improvements. 3. Complete Table 31-B-3: Projected Accident Rate Reduction. C. Traffic Projections 1. Complete Table 31-C-1: Background Traffic Projections. provi de peak season average dai ly traffi c projecti ons and peak hour traffic projections (a.m., noon, p.m.) for background traffic at all count locations identified in Table 31-A-2 for each phase of the development. 2. provi de a di scussi on of the yearly growth factor in terms of how it was derived and why it is appropriate. 3. On Map J-3 show projected directional peak hour traffic (a.m., noon, p.m.) volume capacity ratios and levels of service for each roadway segment in Table 31-C-1. Adjacent to each, provide arrows showing a.m. and p.m. peak hour direction of flow. -'11- 4. Show projected traffic to be generated by other committed developments within the impact area, coincident with the phasing of the proposed development, for the count locations identified in Table 31-A-2. Attach letters from the local government(s) of jurisdiction that specify the other committed developments. Specify projection method(s), source(s), and assumptions and provide calculations. 5. Complete Table 31-C-5 by listing ,all developments, their locations, scale, phasing, average daily traffic projections, a.m. and p.m. peak hour volumes. D. Project Traffic On Map J-4 provide phase-specific, project-generated average daily traffic volumes and peak hour traffic projections for the same count locations in Table 31-A-2. Specify all methods, assumptions, and standards used, including trip generation rates, peak hour factors, directional split, internal/external split, directional distribution, and traffic assignment. E. Internal/External Split 1. Estimate the internal/external split for the generated trips at the end of each phase of deve 1 opment as shown in 31-0 above. Include a discussion of what aspects of the development (i .e., provision of on-site employment opportunities, etc.) will account for this internal/external split. 2. Provide in table format the projected internal/external split for the generated tri ps at the end of each phase of development. F. Traffic Assignments 1. Using Map J as a base, assign the trips generated by this development as shown in 31-0 above and show separately the traffic not generated by this development as shown in 31-C above to the hi ghway network wi thi n the primary impact area. Include peak season AnT, peak hour trips, and directional traffic load. If necessary, provide a separate Map J for each phase of development showi ng expected condi ti ons at the end of each phase. 2. Critical Intersection Analysis a. For the roadway segments identified in Table 31-F-2-c, identify the intersections that are critical to traffic flow in consultation with the Council, and provide critical -92.- peak season, peak hour analyses (using the TRB Circular 212 methodology) for each. b. Provide capacity analysis work sheets for all intersections (a.m., noon, p.m.) for: 1) existing traffic (without recommended improvements): 2) background plus committed development traffic (with recommended improvements); 3) total traffic (without recommended improvements); 4) total traffic (with recommended improvements). c. Complete Table 31-F-2-c: Total Traffic Peak Hour Analysis. d. Complete Table 31-F-2-d: Critical Intersections. e. Complete Table 31-F-2-e: Projected Traffic Volumes by Phase. G. Recommended Improvements 1. Based on projected trips as shown in 31-F above, what modifications in the highway network (including intersections) will be necessary as a result of this development? Specify improvements needed ini ti ally and at the end of each phase of development. 2. On Map J-5 show existing geometrics and provide a conceptual design including any necessary right-of-way acquisitions for each improvement and/or modification required to bring intersection and roadways projected to operate below peak season peak hour Level of Service 0 up to thi s operati ona 1 standard. 3. Complete Table 31-G-3: Recommended Improvements. H. Public Transit System 1. Describe provi si ons that wi 11 be made for access other than by private automobile. 2. Specify the type and frequency of any current public transit service. Using Map J, show relevant routes and stops. 3. If transit service (e.g., commuter or shopper bus or tram) is expected wi thi n thi s proj ect, specify the type and frequency of service, route locations and fares. -'13- 4. Show and explain any type of policies and programs to reach proposed or to increase existing modal split. 5. 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OJ a. ~ III - - OJ ...., I/) --:::;I to ct.: .: 0- 1< -/0#- 31. Public Facilities: Transportation (For an Areawide or Downtown OR! Only) A. Committed, Programmed and Planned Roadway Improvements 1. On Map J delineate the traffic impact area defined at the preapplication conference. Highlight the roadway segments and critical intersections included in the responses to Question 31. 2. On Map J-l highlight all committed transportation improvements included in the adopted Transportation Improvement Program (TIP) or funded privately. For public improvements, "committed" is having construction funds allocated for the current year in the capital improvements program. For private improvements, "committedll is defined as required by a development order. 3. On Map J-2 improvements. 5-year Capital not comitted. highlight all programmed transportation II progranuned II means improvements incl uded in a or Transportati on Improvement Program that are 4. Complete Table 31-A-4: Committed Improvements. 5. Complete Table 31-A-5: Programmed Improvements. 6. Identify all transportation improvements included in the network for each phase of development. B. Existing Traffic on Committed Roadway Network Complete Table 31-B: Existing Traffic on Committed Roadway Network. Provide AM and PM peak-hour volumes for those regionally significant roadway links defined at the preapplication conference that are outside the DRI boundary, and all major collectors and arterials inside the DR! boundary. The geographic area defined by thi s network is known as the "traffi c impact area ", and shou 1 d be shown as Map J (see Question 31-A). If adequate data are not available, consult with Council staff on any directional distribution assumptions and the need for original traffi c counts. Count data may be obtai ned from the appropri ate City or County Traffic Engineering Department or Metropolitan Planning Organization. For all one-way streets and roadway links where volumes are impacted by expressway access, provide AM peak-hour traffic volumes. C. Traffic Projections -105- 1. Complete Table 31-C-1: Permitted Developments. 2. In an appendix, provide a map of the traffic impact area (J-3 series) for each permi tted development (for the AM and PM peak-hour) showing development location and the number and percentage distribution of peak-hour trips. In cases where two or more permitted developments are in close proximity, both may be shown on the same map. 3. Complete Table 31-C-3: Future Traffic - Committed Network. Provide peak-hour traffic projections for future traffic at all count locations identified in Table 31-B for each develop- ment phase using link capacities of each publicly programmed or privately funded roadway improvement. Do not increase capacity for any improvement identified in Table 31-0-4 as IIrecommended." 4. Explain the basis for any adjustments to volumes shown in Table 31-C-3 to account for any reduction or increase in volume due to transit ridership, vehicle occupancy, or trip diversions. If there are adjustments, complete Table 31-C-4: Adjusted Future Traffic - Committed Network. 5. For the roadway segments in Table 31-C-3 (Table 31-C-4 if applicable) projected to operate below peak-hour LOS "0" during Phase I, identify those critical intersections along each segment that were not defined at the preapplication conference. For each critical intersection, provide a detailed peak-hour capacity analysis. Provide capacity analysis work- sheets and computer printouts for all intersections in an appendix. Both AM and PM peak-hour analyses are needed for all expressway ramp terminals, one-way streets, or inter- sections where AM volumes are projected to be higher than PM vol umes. 6. Complete Table 31-C-6: Total Traffic Peak-Hour Intersection Analysis-Committed Network. D. Additional Approvable Development 1. Provide a map of the traffic impact area for each phase (J-4 series) showing projected available excess capacity. For Phase 1, excess capaci ty shou 1 d be based on the proj ected volume to capaci.ty ratios for intersections as a whole, as a measure of intersection capacity. For all other phases, excess capacity should be based on projected excess LOS "011 1 i nk capac i ty . A 1 though the da ta may be aggregated geographically for ease of presentation, it must al so be presented for each critical intersection and link. 2. Complete Table 31-0-2: Additional Approvable Development. Use a land use classification system acceptable to Council staff that could be permitted without falling below the - I b{, - volume to capacity ratio and level of service criteria specified below: . Road segments - below peak hour Level of Service 0, annual average daily trip Level of Service C, and peak season daily trip Level of Service 0 (unless otherwise approved by Council) . Intersections - below peak hour Level of Service 0 (unless otherwise approved by Council) 3. If, for any phase, the app 1 i cant wi shes more deve 1 opment by land use (Table 31-0-2), recommend the network/intersection/ system improvements and/or regulatory changes that would improve projected levels of service and volume to capacity ratios to acceptable standards. 4. Complete Table 31-0-4: Improvements. 5. Show existing geometrics and provide a conceptual design and cost estimate, incl udi ng any necessary ri ght-of-way acquisition, for each improvement, regulatory change (if applicable), or modification required. Recommended Roadway/Intersection 6. Numerically document the level of service effect of all proposed improvements and all regulatory or system changes. For each proposed regul atory change, describe a resolution/ordinance that would accomplish the change. Complete Tables 31-D-6a: Future Traffic Peak Hour Roadway Volumes - Recommended Network and 31-0-6b: Future Traffic Peak Hour Intersection Analysis - Recommended Network, and provide in an appendix intersection capacity analyses illustrating the level of service and volume to capacity ratio that would result from the improvements and regulatory changes proposed. 7. Specify how sufficient revenue to cover the costs of constructing all necessary transportation infrastructure, including any~ransit alternatives identified, will be provided in a timely manner. 8. To equate an amount of additional approvable development to the dollar cost of system changes proposed (see Table 31-0-4), iteratively repeat steps 31-0-1 through 31-0-7 until a feasible set of recommended improvements and regulatory or system changes is identified that allows the level of service criteria specified in 31-0-2 above to be met. For the first iteration, where the amount of additional approvable development is based on the com;tted roadway network and exi sting regu 1 atory structure, provide a response to 31-0-1 and 31-0-2 only. For the final iteration, where the amount of -/07- additional approvable development is based on the final set of roadway system and regulatory changes proposed, provide a response to 31-D-1 (J-4 series), 31-D-2 (Table 31-D-2), 31-0-4, 31-0-5, 31-0-6 and 31-0-7. E. Parking 1. For the first development phase, specify the additional park i ng spaces by pl anni ng area necessary to serve the amount of development outlined in Table .31-0-2. Where at-grade parking is not intended, show proposed garage sites and specify the number of parking spaces to be' provi ded. 2. Include a description of a resolution/ordinance that would limit parking in areas projected to have poor accessibility (as determined in section 31-0 above) in order to maintain roadway levels of service, reduce carbon monoxide levels, and increase transit ridership. 3. Show how parking spaces which are eliminated through roadway improvements will be replaced and why the elimination is justified. F. Alternative Modes 1. Specify the type and frequency of current public transit serVlce. Map current mode splits, relevant routes, and stops (J-5.series). 2. Specify and map projected and planned public transit. Map projected mode splits and specify all changes in transit service necessary to accommodate the projected ridership including fleet, type, size, and roadways (J-6 series). Numerically illustrate the peak-hour link capacity of the proposed transit system. 3. Who (agency-private or public) will provide funding? 4. Estimate cost of implementation. 5. For any needed changes in service, include a description of whatever action(s) are necessary to accomplish the change. 6. Provide a map (J-7) showing any existing or proposed bikeways within the DR! boundary and specify the cost of constructing bikeways to connect with the existing system. At minimum, bikeways should connect major activity centers and transit stations with the bikeway system. Bicycle storage facilities should be included in the plan. -/08- 7. Provide a map (J-8) showing any existing or proposed water transit routes and the cost of implementing and maintaining service. Illustrate how fares would cover operating costs. 8. Illustrate any other. services with incentives (not on a regular headway) to limit automobile traffic (e.g., shuttle bus or carpooling, parkin ride, etc.). 9. Provide a map (J-9) showing existing or proposed aviation faci 1 i ti es that wou 1 d affect travel: patterns wi thi n the study area. G. Capacity Monitoring Design capacity monitoring programs for roadways, intersections, and transit that determine use and allow calculation of available unused capaci ty and that use Ilcapaci ty accounts II to show the amount of addi ti ona 1 development that may be permi tted wi thout overburdening the transportation system. For. definition of "overburdeningll, see level of service and volume to capacity ratio performance criteria specified in 31-0-2. Two types of capacity accounts shou 1 d be used: 1) p 1 anni ng account, deb i ted when any development permit (a development order, building permit, or other instrument upon which reliance to construct can be placed) is issued and credited when a roadway or transit improvement is IIcomitted" (see 31-A-2 above for definition of committed); and 2) a monitoring account, debited when building space is occupied and credited when the roadway or transit improvement is opened for service. The monitoring program must also include a mechanism for determining the need for and timing of additional facilities current with project phasing. H. Accident Analysis 1. Provide an accident analysis for the area to identify existing and future points of high rates of accidents. 2. Show measures to improve situation. -/09- C"') II) +-l c:: OJ e e o u - I 10 - -Ie V'J I- Z UJ ~ UJ :> 0 c::: ~ - e ~ ::E < a:: ~ 0 a:: 0. 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I1:S ~ ~ 10 o a:: aJ II) <0 .: 0. - /f '1- ---.-.----.----.-.---'- -~-_.- .--- -~--_.- >. - a. a. I1:S c:c I ~ C"') Q.I ..... .Q I1:S l- S- o ...... II) aJ +-l o c: +-l o o I.l... -Ie 0 ..... ~ td 0:: ~ '.- U I1:S I1:S (.) t.n - 0 t.n ~ .,... cl cu e ~ ::s .- 0 a :> - I- U uJ V'J 0:: uJ I- %~ -~ aJ U 0::0 ..- ~:3 > ~ti ~ OJ \% V'J ~o 14- uJuJ 0 0. 0 % ..- ~~ aJ > u.:E: cu ~8 ~ O::uJ 1-0:: ~ ";:l l- ";:l U. " 0 ..- .a ~ \0 aJ I 0. >> Q .- I aJ 0- ..... e g- ('t') ..- l- aJ II) .- Q) ~ +-l 0 l- s:: ...., 0 0 14- \0 c: I 0 (.) ..... I ~ ..... ..-u C"') 11:SQ) ull) aJ ..... ... .- ~OJ .a ..- ~ I1:S s-C: l- u- ~ -/20- 32. Housing: Provision of Residential Units A. Complete Table 32-A: Proposed Housing Units. Please provide a breakdown of the proposed construction of residential units by price or rental range, type of unit (e.g., single-family detached, garden apartment, townhouse, mobile home, etc.) and number of bedrooms. (If the appl icant does not intend to construct the units, estimate the information.) B. What number and percent of lots will be sold without constructed dwelling units? What is the extent of ,improvements to be made on these lots prior to sale? ' C. What wi 11 be the "target group" for the marketing effort for residential units and lots? Break down by number, percent, and type, the dwelling units to be marketed for retired persons, famil i es, si ngl es, etc. What porti on wi 11 be marketed as second or vacation homes? D. How will the marketing effort for residential units and lots be distributed: 1) within the Region, 2) within the State, and 3) outside the State? E. Is the development registered or will registration be required with the Division of Florida Land Sales under Chapter 478, Florida Statutes? Will the development be registered with the H.U.D., Office of Interstate Land Sales Registration or with other states? F. What are the net and gross residential densities for the overall project and for each development phase as shown on the proposed master plan? (Map H) G. If very low, low, and moderate income affordable housing will not be provided on-site, please describe the following: 1. methods of providing very low, low, and moderate income affordable housing (e.g., construction of housing, or contribution to a housing trust fund); 2. type and quantity of this housing; and 3. location of this housing. H. For a Downtown or Areawide Development of Regional Impact only, in addition to the information requested in A-G above, please indicate: -/1..1- 1. How many existing housing units will be: a. destroyed, b. moved, or c. renovated/rehabilitated. 2. What provisions will be made for on-site housing opportunities for, or relocation of, current residents in the project area? 3. Complete Table 32-H-3: Existing Housing Units. -/~~- - I1:S ~ o I- ..... 10 +-l o I- a:: s..co o <I) ~s.. o ::E: a:: CO S- OaJ ~ ~O ::E: i' V'J ~l ~I I- .- :z :::l ~ :z .- V'J :::l 0 :I: Q ~I ~I UJ V'J 0 0. 0 c:: 0. < 1 N C"') :1 :1 <I) .... .Q I1:S +-l l- e OJ e a. 0 - aJ > <4- <4- OJ O+-l O+-l " .- ..... OJe: OJe: 4- a.~ a. :::l 0 >. >. l- I- <I) II) I1:S .: a. .: u I1:S <I) ~ <I) eneneneno S- .... OenenO'leno 0 OO'lenO'lenoo <4- ::s 0 .. .. .. .. "0 U ..~ ~ ~ ~ In 0 0 <I) U In In \0 I' 00 O'l .. 0 0 +-l 0 ~ ~ I I I I I In ~ NenO'leneneno OJ oooooen - en en en en en I' .... S- s..00000 ....I 10 s..NC"')~In\O .....I a. aJ OJOOOOO ~ ct.: +-l aJ I I I I I ~ < f5 c:: " .. .. .. .. "<I) l- e: ~OOOOOOJ I- 3 e:lnlnlnlnln> 0 OJ e:OOOOO> 0 u 0 :::l~In\OI'OOO I- c:: ~NC"')~In\OO l- i' -Iz.3- r- 10 ~ o I- ..... 10 ~ o I- a:: CO S- OGJ s.. qoo ::E: c:: CO s.. OGJ S- qoo ::E: -lC V) ~I ~I I- .- :z :::l c..!:l :z .- V'J :::l 0 :I: ~ ~I ~I :z .- I- V'J .- X UJ C"') I :I: I N :1 :1 C"') aJ .Q . ~ I1:S :: I- OJ e a. 0 r- OJ > 'l- ...... OJ O+-l O+-l " .... ..- GJC OJC:: 'l- a. :::l a. :::l 0 >. >. l- I-. aJ II) 10 .: a. .=. u I1:S aJ " OJ O'l O'l O'l O'l 0 s.. .... o O'l O'l O'l O'l 0 0 oenO'lO'lO'lOO <4- ::s 0 ~ ~ ~ ~ ~O U ~qo qo qo qo In 0 0 OJ U ~ In In 1.0 ~ <Xl O'l ~ ~ 0 0 +-l 0 qo , I , 1 I In N O'l O'l O'l O'l O'l 0 aJ 0-0 0 0 0 O'l ..... O'l O'l O'l O'l O'l ~ r- S- S-OOOOO ....I to S-NC"')qolnl.O -J a. aJ aJOOOOOs.. < ~ GJ I I , I , S- et.: 8 C " ~ .. .. .. "OJ I- C "ooooOaJ I- 3 c:: In In In In In > 0 OJ COOOOo> 0 u 0 :::l qo In 1.0 ~ <Xl 0 I- c:: :::l N C"') qo In 1.0 0 ..... -Ie -/24- PART III. SPECIFIC DRI INFORMATION 33. Airports A. For the proposed development, indicate the existing and projected: (project this data through the use life of the project) 1. airport classification; 2. number of runways and 1 ength ; 3. types of aircraft which use the facility; 4. annual enplaned passengers; 5. type and annual tons of cargo; and 6. an n u a 1 aircraft operations by type. B. Has authorization under the Federal Airport and Airway Development Act of 1970, Title 49, United States Code, Section 1701 et seq. been requested? If so, attach a copy of the application and approval, if any. C. What are present and proposed flight patterns? existing land use within these flight patterns? Exposure Forecast increments. What is the Attach Noi se D. What agency or authority exercises land development controls over 1 and use encompassed wi thi n the fl i ght patterns or other areas adjacent to the airport? E. Project subsidiary development on site, adjacent to the site, or on sites over which any airport agency or authority exercises land development controls. Include cargo authority handling facilities, warehouses, aircraft maintenance and overhaul facilities, industrial parks, etc. F. What are the existing and proposed linkages to other transportation systems in the region? Specify extensions or improvements to those systems. that wi 11 be requi red to serve the proposed facility. -Jz.S- 34. Attractions and Recreation Facilities A. What is the projected high, low, and average dai ly attendance at the facility? Specify the season if applicable. B. Estimate the number of customers utilizing other than automotive transportation to reach the region and the site. Specify the transportation systems and facilities to be utilized, their location, present and planned capacities~ C. If any transportation systems and facilities are to be owned, operated, or managed by the appl icant, specify how these interface with other systems and facilities in the region. -/.2'- 35. Electrical Transmission ~ines A. Provide a map showing the new transmission line in relation to the existing transmission system in the region. B. For the proposed transmission line, indicate: 1. voltage and thermal/transfer capability (MW or MVA); 2. number of ci rcuits; and 3. type and size of typical tower structure (attach a sketch). C. What is the purpose of the proposed transmission line? (For example: to tie into a regional grid, upgrade or replace an existing facility, provide service to new customers, etc.) D. Identify alternative corridors which have been investigated for this transmission line. Specify reasons why all of these corridors were discarded in favor of this proposed route. If plans do not call for the sharing of existing transmission line corridors, state the reasons for not attempting to do so. . E. What is the width of right-of-way clear-cut in feet? State length and total acres of use. F. What joint or multiple land uses will be promoted or encouraged in this right-of-way? G. Describe maintenance procedures for both lines and right-of-way and any potential effects on wildlife, water quality, etc. H. If the proposed transmission line will cross any parks, recreation areas, national or state forests, wildlife refuges or management areas, etc., descri be the potent i a 1 impacts and steps whi ch wi 11 be taken to alleviate these. I. Describe any electromagnetic or electrostatic effects (TV and radio interference, audible noise, production of ozone and oxides of ni trogen, etc.) whi ch wi 11 resu lt from the proposed transmission line. -'27- 36 . H os p it a 1 s A. For the proposed development, indicate: 1. design capacity; 2. service area; 3. types of medical services to be provided: i.e., outpatient, emergency, etc.; 4. projected number of licensed beds by development phase; 5. projected utilization rate by development phase; and 6. schedule of cost per unit of service. B. If the proposed facility is to be part of a general medical complex, indicate the other type of related facilities to be provided. C. Has an application for a certificate of need under Section 381.494, Florida Statutes, been submitted? If so, attach a copy of the completed application, comments by the reviewing Areawide Health Planning Council or Health Service Agency, and the Department of Health and Rehabilitative Services I response. -/2.8- 37. Industrial Plants and Industrial Parks A. Indicate the types of operations that will occupy the site using appropriate Division and two-digit Standard Industrial Classifications. B. What supplier and other supporting industry are required within the regi on by the proposed development? Est imate to what degree these linkages will require the location in the region of supporting industrial and commercial activity. C. Will the proposed operations require the expansion of any transportation systems and facilities in the region (rail, truck terminals, etc.)? D. How many shifts per day are expected and what wi 11 be the average number of employees per shift? Specify approximate hours of shift. Will this vary through the project life? Will the firms occupying the site be new to the branches of ex i st i ng operat ions, or re 1 ocat ions operations in the region? F. Will any provision be made either on- or off-site for day care facilities for the use of employees of the project? If yes, please describe. E. regi on , new of ex i s tin g -12..CJ'" 38. Mining Operation A. For the proposed development, indicate: 1. type of mining operation; 2. mineral being mined; 3. proposed annual area disturbed proces sing, etc. disturbed.); and area in acres to be mined and total annual by mining, roads, overburden deposit, (Specify total ultimate area to be mined or 4. estimated annual extraction of minerals, amount of spoils and amount of overburden (in tons). B. What steps will be taken to insure the maximum effective extraction of the mineral resources? c. Discuss the proposed water use plans in terms of daily withdrawal, consumptive use, source of supply, recycling, type of use, quality and method of treatment, and point and amount of discharge. D. Discuss the effects of the water withdrawals on adjacent aquifers, in terms of quantity, quality and pressure. Are test wells or monitoring wells planned to evaluate drawdown effects? E. What provisions, if. any, will be made for periodic inspection and maintenance of retaining dikes? F. Is on-site processing of ore or minerals planned? If so, specify type and location of operation. G. What is the potential for the release of radioactive materials into ground water, surface water or into the air? Discuss in detail what measures will be taken to minimize any such releases. H. Reclamation: .1. Describe in detail the proposed reclamation program, including the annual reclamation schedule. 2. What port ion (i n acres and percent) of the tot a 1 mi ned and disturbed area will be reclaimed? 3. What use will be made of the reclaimed land? Specify the utility and capacity of the reclaimed land to support a variety of alternative uses. 1. To what location(s) will the minerals being mined on the site be -130- shipped? Include all trans-shipment points. processing occur at these locations? Wi 11 further J. By what transportation mode will the minerals be shipped? Specify all carriers, and provide a percentage breakdown by mode. K. Will the. proposed mining operations require any expansion of transportation facilities in the region (rail, port, etc.)? -/3/- 39. Office Parks A. Will the firms engaged in business in the proposed office park be new to the region, new branches of existing operations, or relocations of existing operations in the region? B. What type of operations will occupy the office: i.e., corporate headquarters, direct customer service, etc.? C. What is the service area of major occupants of the office park? D. If avail able what will be the cost range per unit or square foot for tenants to occupy the site? E. Has the applicant researched the vacancy rates of office complexes of similar lease value in the surrounding area? If so, please report these vacancy rates and expl ai n how they may affect the marketability of the proposed project. F. Will any prOVl Sl on be made either on- or off-site for day-care facilities for the use of employees of the project? If yes, please describe. -/32- 40. Petroleum Storage Facilities A. For the proposed development, indicate: 1. total storage capacity (in barrels); 2. number of tanks; 3. proximity of development to navigable waters (in feet); 4. amount of space between tanks; 5. type and purpose of- facilities: i.e., refinery storage, trans-shipment point, pumping station, terminal for off-shore activities, etc.; 6. kinds of petroleum to be stored, and amounts of each kind; 7. number and name of companies maintaining installations in the facility; and 8. total service area (cities, counties, consumer points, etc.) B. What measures wi 11 be implemented to prevent and control petroleum spillages and vapor emissions? C. What considerations have been given for the provision of drainage and dikes to prevent accidental discharges into adjoining property of waterways? (Refer to Map G) D. How wi 11 these products be transported to and from the storage f ac i1 it i es ? -/33 - 41. Port Facilities A. For the proposed development, please indicate the existing and proposed: 1. port classification (deep water port, marina, etc.); 2. depth in harbor; 3. depth of main channels, turning basins, etc.; 4. number of channels and length; 5. types and drafts of ships which will use the facility; 6. amount of linear feet of berthing space; and 7. number of berths or slips (wet and dry; power and sail). B. If applicable, what is the estimated annual amount and type of cargo shi pped through the proposed facil i ty? I f passenger servi ce is included, please provide appropriate data. C. To what extent with the proposed facility require the expansion of any transportation system and facilities in the region (rail, truck terminal, etc.)? Specify. D. Council is concerned in appropriately siting marinas. Meaningful recommendations for site-specific locations of marina facilities are dependent on many factors, incl uding demand for such facilities and private entrepreneurial development. Comprehensive data to make these si te-speci fic recomendati ons based on supply-demand-needs assessments and economics are important. General recommendations for marina siting, however, should also be made based upon certain physical and environmental characteristics. Such site-specific characteristics that aid in identifying preferred marina sites include: - depth/dredging required; - hydrology/flushing; - existing wetland and deepwater habitat; - upland roadway access; - current land uses--adjacent and on-site; - upland service delivery; - hurricane protection; - proximi ty to ocean access and numbers of drawspans between facilities and ocean access; - existing access channels; - boat traffic patterns (size and type): - proposed slip use (power/sail); - status of manatee situation; and - uplands available to develop related support facilities and allow for possible future expansion. 1. Based upon the factors 1 i sted above, please rank the proposed or potential marina site(s) from least favorable to most -/34- favorable. Support your findings referencing how these or other pertinent factors were weighted and applied in your system of ranking. 2. If a marina siting policy plan has been adopted for the jurisdiction where the project is to be located do not answer the above, but provide a similar evaluation utilizing siting criteria contained in the plan. E. Council is i ncreasi ngly interested in determi ni ng actual demand for marina facilities in various areas in the Region. Where demand is demonstrated to exist, mari:nas should be located as close as possible to areas of demand. 1. Wi thi n a ten-mi 1 e radi us ill ustrate and number on an 8 1/211 by 1111 black and white map the location of wet and dry multi-slip and boat ramp facilities accessible to the general public. 2. Complete Table 41-E-2: Marina Facilities. 3. Based upon available population and boat use or boat registration projections, please compare the need for additional marina facilities in the project area with the remaining capacity of facilities already available to the public. Estimate under what time frame construction of additional berthing or launching facilities will become necessary to meet projected demand. 4. Please justify the length and size of boat slips proposed based upon the current recreational or commercial marine fleet mix occurring in the general area or expected to occur in the general area in the future. S. I f more than one ma ri na site is expec ted to occur wi thi n project boundaries, please respond to the following. Using a valid fleet mix in terms of length and size, estimate the number of boat slips which could occur on each potential or proposed marina site. Estimates should reflect maximum numbers based upon the tota 1 area of submerged 1 and that cou 1 d be reasonably used regardless of physical or environmental constraints (e.g., dredging, seagrass beds, etc.). Potential dry storage capacity should also be estimated based upon reasonab 1 e use of upland areas proposed to support waterfront commercial use. 6. Will the design of the marina or any proposed restrictions prohibit certain length or type boats from utilizing the faci 1 i ty? - 135- F. Another critical factor in siting marinas in Treasure Coast waters is the extent to which manatees are represented in the marina's area of influence. Manatees and boats using the Region's estuarine waterways occupy the same realm. This often results in collisions between the two causing manatee injury and mortality. It appears some estuarine areas may be of greater concern than others with regard to such conflicts. The marina's relationship wi th respect to manatee congregati on, breedi ng and feedi ng areas, mi gratory routes, and regu 1 ated manatee speed zones wi 11 be a determining factor in evaluating suitability of proposed marina sites. 1. In consultation with the Florida Department of Natural Resources (FDNR) and the U.S. Fish and Wildlife Service (USFWS), please provide to the extent possible and within a five-mile radius, the following data regarding known manatee: a. congregation areas b. feeding areas c. breeding areas d. migratory routes e. regulated speed zones f. mortality and injury 2. An 8 1/211 by 11" black and whi te map ill ustrati ng these areas and rou'tes in relationship to the proposed marina facility(ies) should be provided. Based upon FDNR and USFWS findings or other documented sources, discuss the significance and importance of these data in terms of expected impacts to the manatee from boats originating from the marina. G. Council policy requires implementation of various methods which may be effective in minimizing impacts to manatees caused by boaters (e.g., instituting appropriate slow and idle speed zones and taking steps to enforce such speed zones, developing manatee educati on programs geared to affect the behavi or of boat owners, etc. ) . 1. Please di scuss wha.t methods wi 11 be used to mi ni mi ze boat-related impacts to manatees. 2. If the methods preferred necessitate the involvement of other parties besides the developer to implement, please identify these parties. Discuss the extent of outside involvement and the estimated time frame for implementation. Provide -, 36 - documentation concerning the willingness of outside parties to be involved in implementation. 3. Discuss the procedure that will be followed to implement these methods. H. I n some cases 1 i veaboards wi thi n mari na fac ili ti es are a hi ndrance to maintaining good water qual ity within a basin as a result of their contribution of additional pollutants. Although local ordinances may prohibit liveaboards, discussion with marina personnel and marina consultants reveal that the such ordinances are often not enforced. 1. Will liveaboards be allowed at the proposed marina facility? 2. Provide a copy of local ordinances which pertain to regulating liveaboard activities. 3. Will lease restrictions, screening perspective slip renters and owners, establishment of convenient sanitary facilities, or other methods be imposed to mi nimi ze the occurrence and impacts of liveaboards? I. Council policy requires that sewage pump-out service be made available to all boat slips constructed and that operation of all equipment liiVolved in providing such service be limited to trai ned personnel. Wi 11 a commi tment be made to provi de such service to all boat slips in the marina? Please discuss how such service will be provided. J. Council policy requires that in the event port or marina fueling facilities are developed, a fuel management spill contingency plan be developed to minimize spill probability and those impacts associated with accidental spills. 1. Will the operation of the proposed facility include any handling or dispensing of petroleum products? If so, describe the extent of such operations. 2. Please provide a fuel management spill contingency plan which, at a minimum, describes the following: a. methods of fuel storage; b. personnel training; c. methods used to dispense fuel; and d. all the procedures, methods and materials to be used in the event of the spill. 3. If spi 11 s occur, what areas (e. g. beach, ocean and estuari ne waters, wetland habitats, etc.) are likely to be affected? - I 37- K. Typi ca lly , some amount of dredgi ng below mean hi gh water accompanies port and marina facility development. Council consistently requires that such activities be performed in a manner least damaging and disruptive to existing wetland and deepwater habitat and that channels and basins be designed to minimize dredging over the short- and long-term to the maximum extent feasible. 1. Complete Table 41-K-1: Estimated Dredge and Fill Requirements. 2. Please specify plans for disposal of spoil, including amount and location of disposal sites, type of dredge to be used along with a typical cross section showing elevations of containment dike and discharge weirs. Calculations and assumptions used to determine these parameters should be included. 3. Please describe the expected maintenance dredge schedule in terms of time intervals between dredging which will be necessary to mai ntai n all exi sti ng and proposed basi ns and channels. Data on maintenance schedules of existing channels and basins in the immediate vicinity can be used as a partial basis for estimating such schedules fo'r the proposed work. 4. Please discuss the methods which will be used to minimize impacts to water quality during dredge operations. 5. Who owns the submerged 1 ands proposed to be occupi ed by the project? Please provide documentation of ownership. L. Council policy requires that, at a minimum, State water quality standards be met. Will State water quality standards be violated as a result of marina operation at this site? Please provide the methodology and resu 1 ts of the hydrographi c ana lysi s conducted to demonstrate that existing water quality will be maintained or improved within and around proposed marina facilities. A letter from the Florida Department of Environmental Regulation which supports the contention that State water quality standards should not be vi 01 ated based upon 1 ocati on and des i gn of the mari na wi 11 be sufficient to respond to this question. M. Boat Traffic Analysis 1. Please identify the number of drawbridges that boat traffic ori gi nati n9 from the proposed mari na (s) mus t pass under to reach the nearest ocean inlet. If the answer is none, do not respond the following information request--otherwise continue. -/38 - 2. Are the subject drawbridges demand-responsive? If so, how and to what degree wi 11 the increased boat traffic affect vehi cu 1 ar traffi c crossing the causeways duri ng the It standard II p.m. (4:00 to 6:00 p.m.) peak hour? What is the approximate 1 ength of ti me tra ffi c on the bri dge is stopped to allow the passage of a north or southbound boat? I f on a fi xed- ti me schedule, what are the hours boat passage is permitted? 3. What is the minimum size boat that requires raising of the bridge(s)? What percentage of boats proposed to use the marina would require raising the bridge? How many boat trips per day would require raising the hridge for boats (permanent and transient) using the marina? 4. What is the average dens i ty of boats acti ve per one-quarter mile of water body per hour per weekday, and per weekend day? N. Hurricane Evacuation 1. Please provide the procedures which slip owners and renters will be directed to follow by the harbormaster during hurricane threats. Procedures to be followed within the marina and those to be followed regarding its evacuation should be discussed. Specific evacuation recommendations to be given and specific evacuation requirements imposed upon boaters regarding when to evacuate (e.g., time before expected landfall) and where to evacuate (e.g., "safe harbor areas"), should be provided. 2. Wi 11 a document be provi ded to all sl i p owners and renters which outlines the procedures to be following during hurricane threats? If available, please submit. -/39- - 1,/1 aJ S- U ~ - -0 ~d) td~ ~11:S .... c:: .a. .... tde :J:..... .- -ouJ c:: tdd) .-.0 ton ~ ~ aJo ~~ ~ '& ...... ~~ 1,/1 ~ 0 -0'" .- '& s.. aJ td c:: >-... c:: ~ td ~ U s::;. ...... .... 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OJ.~ o I1:S +-l s.. aJ..... to "It::>-V'J:E: +-l C aJ ..... II) \J\ ~ <4-CU 011:S0 S-O "It:: I- >, u C l1:SaJ Q.~ ::S11:S Ua:: U ~O ~II) Q~ u <4- I1:S "It:: 0 a:: ~~ :s .~ 4- _ =-= 0 CI") ~ +-l me 011:S =-= CQ a:: a::UJQ.c(-a:: V'JUJ:Sc(~UJ a. I1:S e C o ..... ~ I1:S U o ..- ....I_>UJc(CQ I.l... :::l UJ ....I ~ ..... So- - QJ ..... ..Q ue 11:S::S I.l... Z ~ o +-l II) -0 c:: o Q. II) OJ S- S- o u ~ ..... ..- ..... OJ ue 10m I.l... Z II) c( it - J .ql- 42. Schools A. For the proposed development, indicate: 1. existing and proposed enrollment by phase, in Full Time Equivalents; 2. type of support propri etary); or management (public, pri vate or 3. all governmental revenue sources and the level of their contributions; 4. schedule of facility utilization; and 5. academic organization and programs. B. From what counties wi 11 students be drawn? Estimate by number and percentage. -Iq z - 43. Shopping Centers A. Indicate whether the tenants of the proposed shopping center wi 11 be new to the region, establishing a new branch in the region, or relocating within the region. Specify by type of trade. B. Oescri be the primary and secondary trade areas which the proposed shopping center will serve. Estimate annual sales to customers by county of their residence. c. If avai 1 ab 1 e what wi 11 be the cost range per uni t or square foot for tenants to occupy the site? -1L/3- "( , AMENDED DEVELOPMENT of REGIONAL IMPACT APPLICATION for DEVELOPMENT APPROVAL for CHANGES to a PREVIOUSLY APPROVED DEVELOPMENT of REGIONAL IMPACT C--.c~ M A L L City of Boynton Beach, Florida Prepared For: Edward J. DeBartolo Corporation Prepared By: Greiner, Inc. August 1988 " --._---~--~-- ~-, .-..--...--......-- -'--~-- r TABLE OF CONTENTS Pae:e Table of Contents List of Tables List of Exhibits I 11 IV PART I. APPLICATION INFORMATION V PART II. GENERAL SECTION 12. 13. 15. 18. 22. 23. 24. 31. General Project Description Environment and Natural Resources: Air Environment and Natural Resources: Water Environment and Natural Resources: Vegetation and Wildlife Public Facilities: Drainage Public Facilities: Water Supply Pu blic Facilities: Solid Waste Public Transportation Facilities: Transportation Considerations 12.1 13.1 15.1 18.1 22.1 23.1 24.1 31.1 P ART III. SPECIFIC DRI INFORMATION 43. 43.1 Shopping Centers REFERENCES APPENDIX - A through C TRANSPORTATION DATA APPENDIX - Under Separate Cover LIST OF TABLES Table Descrintion Paee 12.1 Development Summary 12-2 12.2 Existing and Proposed Land Uses 12-6 15.1 Existing Water Quality 15-4 18.1 Identified Flora 18-4 18.2 Upland Habitat Creation 18-6 18.3 Identified Fauna 18-8 22.1 Estimated Pervious/Impervious Areas 22-4 22.2 Water Quality and Flood Protection Summary - East Basin 22-5 22.3 Cumulative Storage Calculations 22-6 22.4 Lake Shoreline Estimate 22-7 22.5 Pollutant Loads Before and After Development 22-8 23.1 Cumulative Potable/Non-Potable Water Demand 23-2 24.1 Non-Residential Waste Generation 24-2 31.1 A verage Annual 1988 Existing Conditions 31-4 31.2 Peak Season 1988 Existing Conditions 31-5 31.3 A verage Annual 1988 Existing Intersection Conditions 31-6 31.4 Peak Season 1988 Existing Intersection Conditions 31-7 31.5 A verage Annual 1989 Background Conditions 31-10 31.6 Peak Season 1989 Background Conditions 31-11 31.7 Average Annual 1989 Background Intersection Conditions 31-12 31.8 Peak Season 1989 Background Intersection Conditions 31-13 31.9 Background Traffic Growth Rates 31-14 11 LIST OF TABLES (Continued) ~ DescriDtion Paee 31.10 2010 Daily Average Annual Background Conditions 31-16 31.11 Unadjusted Vehicle & Person Trips 31-17 31.12 External & Passer-By Captured Trips 31-19 31.13 A verage Annual 1989 With Project Conditions 31-20 31.14 Peak Season 1989 With Project Conditions 31-21 31.15 A verage Annual 1989 With Project Intersection Conditions 31- 22 31.16 Peak Season 1989 With Project Intersection Conditions 31-23 31.17 2010 Daily Average Annual With Project Conditons 31-25 31.18 A verage Annual Roadway Improvement Summary 31- 30 31.19 Peak Season Roadway Improvement Summary 31-31 31.20 Average Annual Intersection Improvement Summary 31- 33 31.21 Peak Season Intersection Improvement Summary 31-34 111 LIST OF EXHIBITS MaD DescriDtion Follows A Regional Location Map 12-1 B Aerial Photograph Map A D/F Existing Land Use/Cover 12-6 D/F-l Proposed Land Use/Cover 12-8 H Total Development Plan Map D/F-l H-l Proposed Landscape Screening Plan Map H G Drainage Map 22-2 J Transportation Impact Study Area 31-3 J-l Roadway Link Identification 31-5 J-2 1988 Average Annual PM Peak Hour Traffic Volumes 31-8 J-3 1988 Peak Season PM Peak Hour Traffic Volumes Map J-2 J-4 Roadway Improvements Map J-3 J-5 1989 Directions of Approach and Departure 31-25 J-6 2010 Directions of Approach and Departure Ma p J ~ 5 J-7 1989 Average Annual PM Peak Hour Traffic Volumes 31-26 J-8 1989 Peak Season PM Peak Hour Traffic Volumes Ma p J - 7 J-9 1989 Arterial Analysis with Project and Improvements 31-28 iv STATE OF FLORIDA DEP ARTMENT OF ADMINISTRATION BUREAU OF STATE PLANNING DEPARTMENT OF COMMUNITY AFFAIRS 2740 CENTER VIEW DRIVE THE RHYNE BUILDING TALLAHASSEE, FLORIDA 32399 AMENDED DEVELOPMENT OF REGIONAL IMPACT APPLICA TION FOR DEVELOPMENT APPROVAL FOR CHANGES TO A PREVIOUSLY APPROVED DEVELOPMENT OF REGIONAL IMPACT PART I. APPLICATION INFORMATION 1. I, David H. Curl. Vice President the undersigned authorized representative of the Edward J. DeBartolo Corooration . hereby propose to undertake certain changes to a previously approved Development of Regional Impact as defined in Section 380, Florida Statutes, and Chapter 22F-2.ll. Florida Administrative Code. In support thereof, I submit the following information concerning Bovnton Beach Mall which information is true and correct to the best of my knowledge. ~a~9!15l Signature of Owner or Authorized Represen ta ti ve 2. Applicant (name, address, phone). Edward J. DeBartolo Corooration. 7620 Market Street. Youn2stown. Ohio 44512 (Teleohone: 216/758-7292) . 3. Authorized Agent (name, address, phone). Greiner. Inc. Post Office Box 31646. 5601 Mariner Street. Tamoa. Florida 33630-3416 (Teleohone: 813/286-1711) v Proiect Team: General Consultant Greiner, Inc. Thomas A. Marsicano 5601 Mariner Street Tampa, Florida 33609 (813) 286-1711 Storm water Management Consultant Higgins Engineering, Inc. ' Robert Higgins, P.E. 4623 Forest Hill Boulevard, Suite 114 West Palm Beach, Florida 33415 (407) 439-7807 Legal Council Hodgson, Russ, Andrews, Woods & Goodyear Cormack Conahan, Attorney 2000 Glades Road, Suite 400 Boca Raton, Florida 33431 (407) 394-0500 Aoolican t's Reoresen ta ti ves The Edward DeBartolo Corportation David H. Curl, Vice President, Planning 7620 Market Street Youngstown, Ohio 44512 , (216) 758-7292 The Edward DeBartolo Corporation Dick A. Greco, Vice President, Southeast Operations 100 South Ashley Drive, Suite 1255 Tampa, Florida 33602 (813) 229-3288 The Edward DeBartolo Corporation Gerald G. Williams, Project Coordinator 7620 Market Street Youngstown, Ohio 44512 (216) 758-7292 4. Attach the names and addresses of all persons having fee simple or lesser estate in the site. See Aooendix A 5. Attach a legal description of the development site. Include section, township and range. (See Appendix A). 6. Type of Development of Regional Impact and size (as defined in Chapter 22F-2, Florida Administrative Code). Regional Shoooing Center VI 7. Have you requested a DRI binding letter of interpretation or vested rights determination from the Division of State Planning pursuant to Section 380.06(4), Florida Statues? No: however. a DRI has been oreviouslv submitted and aooroved for this develooment. If yes, attach a copy of Exhibit A of the application for a binding letter of interpretation and a copy of the Division of Site Planning's response. 8. List of all local governments with jurisdiction over the proposed development. City of Bovnton Beach. Florida 9. List all agencies (local, state and federal) from which approval and/or a permit must be obtained prior to initiation of development. Indicate the permit or approval for each agency. * * * * * * Treasure Coast Regional Planning Council - DRI Review South Florida Water Management District - Stormwater Management Permit Department of Environmental Regulation - Dredge and Fill Permit Department of Transportation - DRI Review Department of Community Affairs - DRI Review City of Boynton Beach - Land Use Amendment, Zoning and Amended Development Order Palm Beach County - DRI Review Palm Beach County Metropolitan Planning Organization - DRI Review Palm Beach County Health Department - DRI Review Lake Worth Drainage District - Stormwater Management Permit * * * * VB 10. Questions deleted as a result of Pre-Application Process. (See Agreement in Aooendix B) 14 Environment and Natural Resources: Land 16 Environment and Natural Resources: Wetlands 17 Environment and Natural Resources: Floodplains 19 Environment and Natural Resources: Historical and Archeological Sites 20 Economy 21 Public Facilities: Wastewater Management 25 Public Facilities: Energy 26 Public Facilities: Ed uca tion 27 Public Facilities: Recreation and Open Space 28 Public Facilities: Health Care 29 Public Facilities: Police 30 Pu blic Facilities: Fire 32 Housing 33 - 42 Part III: Specific DRI Information II. Maps-Required Maps A through J are located in the text for the questions they are associated with. Refer to Table of Contents and List of Exhibits. Vlll P ART II. GENERAL SECTION 12. GENERAL PROJECT DESCRIPTION A. Referring to Map H, describe and discuss in general terms all major elements of the proposed development in its completed form. Include in this discussion the proposed phases (or stages) of development, magnitude in the appropriate units from Chapter 22F- 2, F.A.C., and expected beginning and completion dates for construction. For non-residential DRI's also include target dates for facility operation or utilization. If the development will have a proposed buildout of 10 years or less, phasing should be shown on an annual or bi-annual basis. If the proposed buildout is greater than 10 years, phasing should be shown as appropriate. The Boynton Beach Mall, a regional shopping center constructed by The Edward J. DeBartolo Corporation, is located in the City of Boynton Beach, Florida. Map A shows the regional location of the development. An aerial view of the mall and adjacent area is provided on Map B. The purpose of this amended application is to identify and quantify the impacts associated with a change to the approved development plan for the Boynton Beach Mall. This change involves the addition of a sixth major department store to the approved mall. This will increase the mall's square footage from the approved 1,108,000 square feet gross leasable area (GLA) to 1,244,449 square feet for an increase of 136,449 square feet GLA. The need for this amended application and additional regional review is a result of the specific requirements of Chapter 380.06(19) F.S. pertaining to substantial deviations. The Treasure Coast Regional Planning Council has determined that the proposed expansion does constitute a substantial deviation, as defined by the statute, based on the increase in square footage to the approved development plan and the corresponding increase in the number of parking spaces. Table 12.1 summarizes the proposed development plan. 12-1 ".. . ...,............... ~. .........<- Pop. 47' . o 2 . . SCALE IN MILES BOYNTON BEACH MALL City of Boynton Beach, Florida SITE LOCATION MAP THE EDWARD J. DeBARTOLO CORPORA TION MAP A LEGEND BOYNTON BEACH MALL City of Boynton Beach, Florida --- Project Boundary AERIAL PHOTOGRAPH THE EDWARD J. DeBARTOLO CORPORA TION t.4 AP IS TABLE 12.1 DEVELOPMENT SUMMARY Phase Gross Leaseable Area (Sa. Ft.) Approved Expansion (under construction 7/88) 878,670 229,330 Existing Project Total Approved Project 1,108,000 Proposed Expansion (open 1989) 136,449 TOT AL PROJECT 1,244,449 12-2 ..~_. - The proposed expansion to the Boynton Beach Mall of an additional full-line department store is a result of favorable market conditions in the City of Boynton Beach and the Palm Beach County area in general. The additional store is to be a Sears Department Store. The nearest Sears to the north is located at the Palm Beach Mall, a distance of 16 miles. A Sears is also located 14 miles to the south at the Town Center of Boca Raton. Construction of the store is slated to begin in early 1989, with a proposed opening for the fall of 1989. In November 1973, The Edward J. DeBartolo Corporation filed an application for Development Approval (ADA) for a Development of Regional Impact (DR I) for the Boynton Beach Mall, a regional shopping center, to be located in what was then unincorporated Palm Beach County. Palm Beach County's approval resulted in the issuance of a Development Order (DO) Resolution No. R-74-343, issued on May 7, 1974. Conditions of project approval allowed for the development of a 1,108,000 square foot (GLA) mall and provided for mitigation of the project's impacts on the local area. In conjunction with the Development Order, the County also approved a zoning petition for the rezoning of the mall parcel from agricultural to general commercial and the further special exception allowing for the mall development, Resolution No. R-75-297. A copy of the original Development Order and Resolution are included in Appendix A. On September 12, 1978, the County approved Resolution No. 78-1132. This resolution pertained to a petition for a special exception to permit a regional shopping mall including an automotive service center, wastewater treatment facility and financial institution with drive-up teller windows. The special exception was approved with the deletion of the wastewater treatment facility and the financial institution with drive- 12-3 --- ~ up teller windows. Conditions of approval for project development set forth mitigation of the project's impact on local traffic, including major construction on Congress Avenue and Boynton West Road. On December 22, 1981, the Palm Beach County Commission approved Resolution No. R-81-1652 which incorporated an Agreement for Roadway Improvements between The Edward J. DeBartolo Corporation and the County. This Agreement included the County's proposal to construct certain roadway and traffic related improvements imposed by Resolution No. 78-1132 and additional improvements included at the time of said Agreement in return for payment in the amount of $1,700,000; and the Developer's agreement to construct a four lane divided connector road between Old and New Boynton Road, as well as those remaining conditions set forth in Resolution No. 78-1132 not relieved by the Roadway Improvement Agreement. This Agreement also referenced the County's concurrence with the annexation of the proposed development into the City of Boynton Beach. On November 16, 1982, the City of Boynton Beach approved Ordinance No. 82-38 which provided for the annexation of the project site into the city. Ordinance No. 82-38 included a Development Agreement, which set forth certain general development condition standards and criteria relating to the project's impact on the City's infrastructure and incorporating the above referenced Development Order conditions. Appendix A includes the original Development Order and the subsequent County Resolutions and City Ordinance referenced above. 12-4 By 1985, the Boynton Beach Mall was substantially complete with a total of four major department stores and all required roadway and infrastructure improvements. In April 1988, a 5.83 acre undeveloped parcel located in the north west corner of the mall site adjacent to Javert Street, was annexed into the City of Boynton Beach. As per the Agreement, on or before October 1, 1988, the Developer will apply for a City Land Use Element Amendment and City Re-zoning of the 5.83 acre parcel consistent with the use permitted by the Development Order. If the Development Order is amended prior to October I, 1988, then the request for a Land Use Element Amendment and Re-zoning designation shall be consistent with the Amended Development Order. A copy of this Annexation Agreement is also included in Appendix A. B. Provide a breakdown of the existing and proposed land uses on the site for each phase of development through completion of the project. Use Level III of The Florida Land Use and Cover Classification Svstem: A Technical ReDort. available from each planning council. Refer to Maps D (Existing Land Use) and H (Master Plan). The area surrounding the Boynton Beach Mall is undergoing rapid urbanization. Surrounding land uses include single family residential to the west of the site. To the northwest, across the Boynton Canal, is a mobile home park. Commercial/service areas are located to the east and northeast. Portions of urban land to the east and south are currently undeveloped, however, these areas are zoned for commercial uses. A summary of existing and proposed land uses for the site is included in Table 12.2. Existing land uses for the site and surrounding areas are shown on Map D/F. 12-5 TABLE 12.2 EXISTING AND PROPOSED LAND USES Existin~ Pro Dosed Acres % of Site Acres % of Site Regional Shopping Center (141) 92.40 78.66 94.31 80.30 Canal & R.O.W. (510,310) 2.79 2.38 2.80 2.38 Pine Flatwoods (411) 5.83 4.96 3.41 2.90 Stormwater Management (534) 16.44 14.00 16.94 14.42 TOTAL 11 7.46 100.00 117.46 100.00 12-6 LEGEND BOYNTON BEACH MALL City of Boynton Beach, Florida --- Project Boundary 121 - Single Unit Residential Medium Density 132 - Mobile Home High Density 141 - Retail Sales and Servi ces Commercial 149 - Commercial Services Under Construction 192 - Inactive and With Street Patterns but Without Structures 193 - Urban Land in Transition Without Positive Indicators of Intended Activity 310- Herbaceous Land (Canal R.O.W'> 411 - Pine Flatwood 510- Canal 534 - Reservoirs EXISTING LAND USE / COVER THE EDWARD J. DeBARTOLO CORPORA TION Source: Florida Land Use. cover and Forms Classifications System MAP OfF The original Development Order and accompanying zoning resolution approved by Palm Beach County for the Boynton Beach Mall approved the re-zoning of the mall tract from AG - Agriculture to CG - General Commercial in May 1974. In November 1982, the mall site, exclusive of the 5.83 acre undeveloped parcel along Ja vert Street, was annexed into the City of Boynton Beach. The land use designation for the mall site was Commercial-Local Retail, and the zoning became C-3 - Community Commercial District. The 5.83 acre undeveloped area remained in the County with a land use designation of Medium to Medium High Residential and a zoning designation of General Commercial. In April 1988, the 5.83 acre parcel located adjacent to Ja vert Street was annexed into the City of Boynton Beach. . As per the annexation agreement, the Developer will apply for a City Land Use Element Amendment and City Re-zoning of the 5.83 acre parcel consistent with the use permitted by the Development Order on or before October 1, 1988. If the Development Order is amended prior to October 1, 1988, then the request for a Land Use Element Amendment and Re-zoning designation shall be consistent with the Amended Development Order. The City of Boynton Beach recommended in the City of Boynton Beach Comprehensive Plan Evaluation and Appraisal Report - 1986, and on the future Land Use Map, that this 5.83 acre parcel be annexed into the city and placed in a "Recreation'\J." land use category. The reason for this recreational land use designation was that the original 1974 Development Order had stipulated the preservation of the "pine area located on the subject property," however, it did not designate acreage amounts. 12-7 Proposed land use designation for the 5.83 acre parcel will be for 3.55j: acres of Recreational land use category in accordance with the City of Boynton Beach's recommendation. The 3.55j: acres includes the existing 3.4lj: acre pine area and .14j: acres of culverted canal right-of-way. This proposed land use designation is intended to provide for the protection and enhancement of the pine area located on the site. The proposed development plan will require that the remaining 2.42j: acres be used for the relocated Canal L-23, and the expansion of the existing mall parking facilities. The 2.42j: acres will be proposed as Commercial-Local Retail in association with the existing mall land use designation. Proposed zoning for the 3.55j: acre vegetated area will be REC - Recreation District, and C-3 - Community Commercial District for the 2.42j: acre developed area. Map DfF-l illustrates the 3.41j: acre portion of pine area and the .14j: acre portion of canal right-of -way proposed as recreational land use. c. Provide a general discussion of the site planning approach to be utilized for this project. Include as part of the discussion considerations of unique topographical and other features involved in the site planning process. As stated previously the proposed expansion to the Boynton Beach Mall will require a corresponding increase in the amount of parking area. In order to accommodate the required parking area, Canal L-23 is to be relocated and 2.42j: acres of the 5.83j: acre undeveloped parcel will be developed. Map H details the master development plan for the proposed expansion. In an effort to minimize the area of disturbance to the pine flatwood area, Canal L-23 will be culverted and relocated beneath the ring road of the mall. Approximately 2.42j: acres of existing pine flat wood, adjacent to the mall, will need to be developed to accommodate the culverted L-23 Canal and the additional parking and roadway 12-8 LEGEND BOYNTON BEACH MALL City of Boynton Beach, Florida - -- Project Boundary . Existing Pine Area Proposed For Receatlonal Zoning Designation - 3.41I Acres · Canal R.O.W. Area To Be Planted As Pine Upland Community - .14:t Acres and Propo..d For Recreational Zoning Designation PROPOSED LAND USE/COVER THE EDW ARD J. DeBARTOLO CORPORA TION MAP D/F-1 MARLOW) NOME" ~ OBEJRO ,I , p-J a_a") : RJ'L__ ~"mJ ..~aJ W"j KrrnJ 'a~J ~, Greiner. Inc. c z o IL. Z o t: z w ... w a: LEGEND BOYNTON CANAL -------~ ----------~ ,------} ( \ , 'I /", I I, /. / " I // ," , ~----------' / , , I I /,' I ( , , I I ','- I ) : )~ ( I / r-, I I /' / J I / // \ / \ // / \ r----- ~ '-~_-.-/ ( I 1 I 1 I I I : ~ : I I (APPROVED) I ~ I , ~-~ , ( '---~ I \.. , , I I I l I SURFACE PARKING I I I I I I I ' ) ' /- \ f , I I I I I I I I I I I I I \ I ) "I / /-\ ----..... , I //// ,I ~ ',', I / / , , I / / I I" I / / I I ,-, I \. / / I _...L- " '-/ ../ / 1 PlIL-..... I , / I I ' \ 1 I /) ',I I / 'I I / " I (----------. \ // " I I ',,', // '.......--1 l '\ ....../ -----------'" ..::. II:: I I r. \ = \: ~ ,: ~ !;~~" ,I J!~ I~ ,: SURFACE PARKING T. "/I- " ENT. -B- (OLD BOYNTON ROAD) ACCESS ROAD TO BOYNTON BEACH BLVD. (S.R.804) PrOject Boundary DEVELOPMENT SUMMARY ~ SQ. Fl. GLA Existing Pro/ecl 676,670 Approved Expansion 229,330 Totel Approved Project 1.108,000 Proposed Expansion Totel Project 138,449 1,244,449 ...: I RETE"na" """" I -~ RETENTION Ie POND to- o ell ri. en l I ~ r---> ~ RELno;':~: 1 r -~ ui > c( rn rn w a:: CI z o o l:.----/ ~ --~. ... z .. o ~ 200 . 400 I GRAPHIC SCALE IN FEET BOYNTON WEST ROAD Ir BOYNTON BEACH MALL City of Boynton Beach, Florida DRAINAGE MAP THE EDWARD J. DeBARTOLO CORPORA TION MAP H . o 100 200 ~-_- I GRAPHIC SCALE IN FEET Greiner. Inc. ~-j.. ! - / . . d ./ -- ~ : .~ JOHN"'^I -! , Ali!1)1 -----, I I _ ) MO'''''''' - == ~.~=;,~ 'Ji - .. -- - --' / - -~. - --- -- NUWON ~-l G~J.O ~ II z o u; z if " w -' -' <( ::E c w '" C .. ~ i I ~ . ~ r. ~ !e i o ~ i ffi iH ~ ~;,: j .ii -t ~{ / ! W ~~... ; ~ I: : ,',-;"l'..,'X % ~ r-' -~,., '"' ~-: ~ (~~.:: I,+~;I m '-- , '"I ~ -' ' :1 ~ o Ii il I ~ I l = ~ Ii ! Ii Ii = ~ ~ a ~ ! ... . . (') (') Q)U:: > . Q"C.cUl :;, 0 u Ul o III Ul ~~Q)Y CJIllUl,... C!!!C\I ~iiQ). CI)";::'- Q)...~~ .coQ)(') .....0.... >. UI 'g Q) ~ III Q e ~ c III a: BOYNTON BEACH MALL City of Boynton Beach. Florida PROPOSED LANDSCAPE SCREENING PLAN THE EDWARD J. DeBARTOLO CORPORA TION MAP H-1 fa ,~, areas. The remaining 3.411:. acres of existing pine flatwood would remain undisturbed. An additional .141:. acres of the relocated and culverted canal right-of-way shown on Map H-l would be planted as pine upland community. Therefore, the pine flatwood area as shown on Map DfF, will decrease from 5.831:. acres to 3.551:. acres, as shown on Map D /F -1 , for a loss of 2.281:. acres. As shown on Map H-l, the proposed parking lot expansion plan, with the L-23 Canal relocated beneath the ring road, will retain 58% of the existing pine area. The proposed plan retains 103 of the 159 mature slash pines occurring on the site, and preserves those important areas where the understory has an abundance of natural pine seedlings. In areas where Brazilian pepper has become invasive, this exotic species will be removed and replaced with slash pine. A replacement ratio of three new trees for each tree removed is proposed (see Response to Question 18). Existing sparsely vegetated areas of the existing pine area are to be planted with pine, 8'-10' in height, and a portion of the culverted canal right-of-way will be planted with pine trees. These newly planted areas will be irrigated with a temporary irrigation system until established in a naturally sustaining state. Access to the mall through this area will be limited by providing a pedestrian only entrance as shown on Map H-l at the southern end of the parcel. As shown on Map H-l, a continuous wax myrtle hedge along the proposed chain link fence will provide additional screening and habitat enhancement of the undeveloped area. The Javert Street right-of-way area will be planted with Pongam trees, a flowering street tree, sodded, and maintained with a permanent irrigation system. 12-9 13. ENVIRONMENT AND NATURAL RESOURCES: AIR A. Estimate average daily emissions in pounds per day by type and sources. B. Will a complex source permit be required pursuant to Chapter 17-2.04 Rules of the Department of Environmental Regulation? C. What steps will be taken to reduce emissions and to minimize adverse effects? This question will be answered upon completion of the Sufficiency Review of Question 31, "Pu blic Transportation Facili ties". 13-1 15. ENVIRONMENT AND NATURAL RESOURCES: WATER A. Describe the existing hydrologic conditions (ground and surface water) on and abutting the site, including identification and discussion of any potential recharge areas. The existing surface water bodies on the Boynton Beach Mall site include four (4) retention basins and the L-23 Canal. Surface runoff from the developed mall site is directed to the L-23 Canal and the C-16 Canal (Boynton Beach Canal which abutts the site to the north) via two drainage basins. The west drainage basin serves the southwest portion of the site. Runoff within this basin is routed to a 3.07 acre lake which discharges to the L-23 Canal. The east basin encompasses the remainder of the site and discharges to the C-16 Canal. The L-23 and the C-16 Canals are part of the Lake Worth Drainage District (LWDD). The Boynton Canal or C-16 Canal, extends along the north property line flowing eastward. Lateral Canal No. 23 (L-23) crosses the western property line 1,200 feet south of the Boynton Canal, and then at a point 900' west of Congress A venue is diverted to flow north to Boynton Canal. Control structures on both Camil L-23 and the Boynton Canal, as well as rainfall, influence canal and groundwater elevations. However, fluctuations in water levels are small. The source of potable water supply for the Boynton Beach area is located in shallow geologic formations composing the non-artesian aquifer, or surficial aquifer.l The I U.S. Geological Survey - "Appraisal of the Water Resources of Eastern Palm Beach County, Florida" - by Larry F. Land, Harry G. Rodis and James J. Schneider - Open File Report 73006, 1972. 15-1 main water-bearing stratum, known as the Anastasia Formation, is overlain by a thin stratum of Pamlico sand, and is principally recharged by local rainfall and the water stored in the system of canals that cross the county between Lake Okeechobee and the tidal waters. The Floridan artesian aquifer is 800 to 1,000 feet below ground surface and is too brackish for potable usage. Surface runoffs from the mall are retained in detention ponds to extract pollutants before runoffs are discharged into the Boynton Canal. The direction of flow for both aquifers is in an easterly direction. According to the Palm Beach County Environmental Resources Management Office, the surficial aquifer lies approximately six (6) feet below the surface, and the entire eastern portion of Palm Beach County is considered a recharge area. Typical retail activity associated with the proposed Sears store should not affect the surficial aquifer or the recharge area. Surface runoff from the developed expanded parking area will be retained in retention ponds in accordance with SFWMD requirements before being discharged into the Boynton Canal. Any potential pollutant sources associated with the Sears Auto Repair facility are addressed in Question 24. There are no municipal wellfields located within two (2) miles of the Boynton Beach Mall. Letters from the Palm Beach County Environmental Resources Management Office and the City of Boynton Beach Department of Utilities, included in Appendix , B, note those existing and planned municipal wellfields in this area of eastern Palm Beach County and the associated .one-foot drawdown contours. 15-2 B. Describe in terms of appropriate water quality parameters the existing ground and surface water quality conditions on and abutting the site which will be influenced by this development. The South Florida Water Management District (SFWMD) collected water quality data for the Boynton Beach Mall site for three storm events in 1986. This sampling was part of an ongoing study of the mall. The following parameters were sampled: pH Turbidity (TURB) Alkalinity (ALK) Total Suspended Solids (TSS) Total Dissolved Solids (TDS) Total Kjeldahl Nitrogen (TKN) Ortho-phosphorus (OP) Total Phosphorus (TP) Nitrate-Nitrites (NOX) Ammonia (NH4) Chlorides (CL) Calcium (CA) Sodium (NA) Magnesium (MG) Conductivity (COND) Iron (FE) Arsenic (AS) Cadmium (CD) Chromium (CR) Copper (CU) Nickle (NI) Lead (PB) Zinc (ZN) Table 15.1 summarizes the groundwater quality from sampling wells located around the mall site and close to the existing retention ponds. These data indica te tha t the groundwater in the vicinity of the mall has higher concentrations of pollutants for many of the parameters than what was sampled in the surface water for the mall site. The exception to this are the metals cadmium, chromium, copper, nickle, lead, and zinc. The groundwater is generally hard with dissolved solids in the mall vicinity ranging from 635 to 850 mg/l for these sampling dates. Table 15.1 also summarizes the surface water quality from the vicinity of the mall site. Automatic samplers were used to record water quality data for inflow into the detention pond system and outflow to Boynton Canal from the final detention pond. ] 5-3 i1S~ o- N- 1")0 " CON NN -N 0 CO J -N ...., => CO:::: ('.IN COC1> .00 .... Cl. J C\!.o '1''1' lr.!N 0 CO -0 -I") 00 I") => Za. CON C1>0C) C\!~ 0:::: -:CO "iJ) -0 '2 CO ..= NN ::> :::>:::: Lf)Lf) ~C1> C\! 0:::: u :3 "''''' NO' CO I")g N ,'< -" 0::::: COLf) 0-: C\!I") 0- . I") 0"'0, u CO 'I' . .0- -N J N '2 => 0::::- '7 ~") r,iJ) '7U'; 0:::: U g- OO u? 0 00 N 01 .:=, => iJJ:::: C\!O '7'" '7C\! 0:::: <( g' LOLO -N Lf)g' w.... C1>lr.! C1>'" "N O~I ...'" "''I' 1").0 0- . E 5 00 (~ 0 0 u; N'fZ C1>-- NN.o Lf) 0 ~~ 'OLO..... COCOC1> COC1>" " oC',,~ N V..= --<( l- I,:> ..... '7"" NI") 0'7 ~ ::~ ""CO ",lr.! '7 -D ~- c: 00 - ('~ ;:; if' ..... -' ~ ;? '- ",(Oc.. r--. /'"'J -~ NOO "" . ..- .oCOiJ) l'",,: I' ~ Co 0'(0- .> ,5 --'" NNLO LO"" c. I- iJJ -' <( <(:::: $~ Lf)0'- 0-" ., .... 13 .ol')"-T .0.00' c. uI _. N ""''':N "':<0.0 0 c U') 0: "",...,("'" w .... I- '- '" '1',..,0: "'" C\! f': ~ 0-0 UJ ;J ....J.... . . w ~ ~ 01 ') "" C1>01- 1")"" Cl'N go~ ....I ~ -.5 N,..,'" co Z ;J < i= 0 I- v-' ~ ,. ,,<0% NN- ""0- r. , X Zoo ""-:13 000 0c\!0 <:> "" u.J % ,5 -No: 000 000 E N~ 0 X, COO N'f" 0-0' ., 000 0.0 """If) -CON c '1'.0 ,..,NO 0-:0 0 %.s c. 0"" 000 000 :::: I") ,.., "'COif) --Cl' ., 0. "" COO'O "01") ""'1' c. I- LOlr.!Z 0-:0 000 0 5 c. 00 000 000 ~~ 0\0' If).o"-T '7 '7 '7 ., ON 000 000 c. "TlD 000 000 0 .s c. 00 000 000 -: ...... COO' 1")"0 COC1>Cl' !' ;:: <:1> U') .,f ....If) C1> Q\ C"-I ,=- g E -('" .:> -.:;. c.-- ~~ '7"-T ., I'? If) g .... E .0.:0 c. 1)") :::- N 71f)..... ~\Oa:- '" fn 6, c CI' (""4 ~..,.., NN- g I- .5 l~...u - .... Cr N LO 7" ~~ -' lJ) '1'''' 0:= -ct. ., 0 r:: '- ; ., Q. a:>-' N I")lr.! ",,, ~~lI>~ et.:::> x~ b ~ :::>>- C1> .....CO NN I-.~ N lQZ.a.o =: '" J: o If) 'T I") 0" Ol~'t:.' " 1': LOI") lJ)"" ....=>oo Cl. -+~~ .o~ " " " " c ..... ~ I- ~ 0 <.. < 0 r;:: ~ 0 r;:: 8 .0.0 .. os .....0 '" ~"'~C8 ~ 'i: -,z "'0jlC8 <...oCOa::l ...3 <..OjliJJl Q) (0 I I ~Ojl.h' 0.< s;J,~..o u - ~~ ~iJJ-'f' OSiJJ-'f' os <.. 3d.6~ ....u cqill('4 }I , I N '- Cf'- ~Cl'0_ .,CI'~_ J >- I- ., - fJ)~ < "0 '-' '-' 0:;;; c: .. '" ~ ::> ~ '; 0 ~6 ...J <.. <t> V) V) 15-4 The average of all the values taken for each parameter for each rainfall event are shown in Table 15.1 at both the inflow and the outflow data collection points. The location of these sampling sites is shown on Map G. The Florida Department of Environmental Regulation (FDER) has established water quality criteria for Class III waters. These criteria are also shown in Table 15.1. The criteria for pH, turbidity, and chlorides depend upon the natural background level which is not known at this time. Other parameters such as nutrients (nitrogen and phosphorus) have no measurable standards. Of the parameters which have criterias set by FDER, only three exceedances were noticed. During the September 5, 1986 and the October 15, 1988 sampling event, zinc exceeded 30 micrograms per liter (ug/l) at the inflow sampling point. However, discharge to Boynton Canal for these two events indicated a zinc concentration below the FDER criteria. During the October IS, 1986 sampling date, ammonia was monitored at a level of 0.2 mg/l at the outflow to Boynton Canal while the FDER criteria for ammonia is 0.02 mg/l. All other parameters sampled were below the FDER set criteria. The proposed expansion will increase impervious surface areas. Therefore, there will be additional stormwater runoff with its associated pollutants. However, the existing and planned drainage system for the project utilizes retention/detention ponds, which promote settling of particulate materials and the associated (absorbed) chemical pollutants found in stormwater runoff. Based upon the revised engineering report for the Boynton Beach Mall, an additional 1.3 acre-feet of treatment volume will be provided by modifying the existing weir crest (see Question 22). 15-5 All required local and state permits and approvals will be obtained before construction and operation activities begin. Water quality in the receiving water bodies of Boynton and L-23 Canals are not expected to be adversely impacted by the proposed project. 15-6 18. ENVIRONMENT AND NATURAL RESOURCES: VEGETATION AND WILDLIFE A. Identify the dominant species and other unusual or unique features of the vegetation associations delineated on Map F, and specify their ecological function, health, and conditions. The existing mall site has been developed with the exception of a 5.83 acre area, located in the northwest corner of the site as identified on Map DjF. Other than the vegetation which was cleared for the original mall construction, none of the remaining vegetation on the 5.83 acre area has been cleared. The 5.83 acre area is demarcated to the south and east by the L-23 Canal which drains into the Boynton Canal just north of the area. The canal right-of -way between the pine area and canal is maintained (mowed) grassland. Thus, there are three biotic community types in the area of interest, which are Pine Savannah now classified as Pine Flatwoods (411), Canal (510), and Herbaceous Rangeland (310). Each of the three biotic communities were fully described in the 1973 DRIj ADA, and have not changed substantially since. The following descriptions are intended to update those findings as determined by a field investigation of April 26, 1988. Pine Flatwoods (411): The dominant species is still slash pine, (Pinus elliottii). Other species present include the blue stem palmetto (Saba I minor), cabbage palmetto (Sabal oalmetto), wax myrtle (Myrica cerifera), and strangler fig (Ficus aurea). The existing pine canopy is shown on Map DjF. 18-1 Before the mall was built, the pine flatwood area joined grazed pasture, and groundcover was grazed. No gra~ing has occurred in fifteen years and transition has occurred in the understory. Wild grape, (Vitis m. probably munsoniana) has proliferated and competed very successfully with other groundcover. It has managed to climb the trunks of many of the mature pines and has reached the canopy. A review of the area revealed that most of the species listed as present in the 1973 ADA are still present in 1988. The understory, particularly in the portion proposed to remain as described in Question 12 has an abundance of slash pine seedlings (200 to 300) ranging from one to 15 feet in height. One change noted from the description provided in 1973 is in Oountia ill., the prickly pear. No large masses, as then described, were found. However, small clumps of prickly pear were often found under grape. Many examples of one foot high clones are present, and the largest found measured about three feet. While grape forms a considerable amount of the understory, other vmes are also abundant. Virginia creeper (Parthenocissus auinauefolia) is usually present at the bases of those pines which support abundant grape vines. Wild balsam apple (Momordica charantia), vetch (Vicia mj, and cat briar (Smilax ~) are also present. The exuberance of the climbing vines is a condition common to pinelands in the general area, and can be observed along the roadways, including 1-95. Herbaceous Rangeland (310): The eastern portions of the pineland strip are sparsely covered by forest canopy, and there is a transition to the canal right-of-way in which grasses and weeds dominate. Species include beautyberry (Callicaroa americana), pokeweed (Phvtolacca americana), climbing milkvine (Mikania scandens), three awn grass (Aristida mj, crabgrass (Digitaria sanguinaIis), tea weed (Sida acuta), and Caesar weed (Urena lobata). The maintained (mowed) right-of-way also includes a 18-2 considerable amount of goldenrod (Ambrosia ~ and sandbur (Centhrus ~, as well as the grasses and weeds of the pinel and. Dodder (Asvtha filiformis) was found both near the canal and on the road banks along Javert Street. Canal (510): The canal banks are periodically maintained, but have thicker herbaceous growth than the flat right-of-way surfaces. The species of grasses present are those previously listed. Contrary to the 1973 description of canals, the water surface is open and not choked with water hyacinth (Eichornia crassioes). The pine flatwood areas have been used as a convenient dumping grounds by local residents, with evidence of dumping over several years. Trash and brush from lot clearing operations, fall foliage, tree stumps, domestic appliances, an automobile chassis, discarded lumber cover much of the ground at the northern portion of the 5.83 acre area. The brush piles provide possible cover for rodents. Trash from a nursery operation, consisting of hundreds of black plastic pots, can be found near the northern end. Truck access is possible from the northern end of Ja vert Street along the Boynton Canal R.O.W., and vehicle paths are visible. At the southern end of the pine area is located a substantial area of Brazilian pepper (Schinus terebinthifolius). Brazilian pepper has also invaded the more sparsely vegetated areas of the pine flatwoods around the perimeter. Table 18.1 provides a list of identified flora observed on the 5.83 acre site during the April 26, 1988, site visit. 18-3 TABLE 18.1 LIST OF IDENTIFIED FLORA APRIL 26, 1988 Scientific Name Common Name Aristida sp. Callicaroa americana Digitaiia sanauinaliso Ficus aurea Memordica charantia Mikania scandens Mvrica cerifera Oountia sp. Parthenocissus auinauefolia Ph vtolacca americana Pinus elliottii ~ minor ~ oalmetto Schinus terebinthifolius SMa. ~ Smilax bona-nox Urena lobata Vicia sp. Vitis sp. three awn grass beauty berry crabgrass strangler fig wild balsam apple climbing milkvine wax myrtle prickly pear cactus Virginia creeper pokeweed slash pine blue stem palmetto cabbage palm Brazilian pepper tea weed ca tbriar Caesar weed vetch wild grape 18-4 As previously described in Question 12, approximately 3.4l:t. acres of the pine area will be retained in its natural state. A portion (0.14:t. acre) of the maintained canal right-of-way will be planted with slash pine and native plant material. The proposed landscape plan will retain 58% of the original upland native community occurring on site. Table 18.2 provides an Upland Habitat Assessment of the pine flatwoods. As shown on Map H-l, the proposed landscape plan will retain 103 of the existing 159 existing slash pines occurring on the site. The 56 trees removed due to construction, will be replaced on site with one hundred and fifty-nine (159) slash pines, 8'-10' in height. These trees will be planted in the more sparsely vegetated locations of the pine area. Nine (9) slash pine and thirty-three (33) Pongam trees (Pongamia oinnata) will be planted in the Javert Street right-of-way. A total of 168 native trees (slash pine) and 33 non-native trees (Pongam) will be used in the total landscape screening plan. The landscape screening plan provides a replacement of three native trees for everyone existing native tree removed. Map D/F-l illustrates the 3.55:t. acre area proposed for recreational land use and retained as a natural buffer area. Native plant material is to be used exclusively within the proposed natural buffer area on-site. A temporary irrigation system is to be installed to establish the slash pines and wax myrtle hedge. Once this area becomes established, it shall be maintained in a natural state. The planted portion of the Ja vert Street right-of-way will be sodded, irrigated, and maintained. All irrigation water will be pulled from existing retention ponds. 18-5 As stated previously, Brazilian pepper occurs in a concentrated stand at the southern portion of the site. The disturbed perimeters of the 5.83j: acre pine area also contain Brazilian pepper. All exotic species will be removed from the site prior to construction of the parking lot and canal relocation and subsequent landscaping. B. Are any rare or endangered plants found on the site? If so, what measures will be taken to protect these species? A field survey was conducted of the undeveloped 5.83 acre site on April 26, 1988. During this time, a general floral composition was identified. Of these species, only one was listed as being threatened. This species is the blue stem palmetto (Sabal minor) which is listed by the Florida Department of Agriculture (FDA) as being threatened. There are possibly fourteen (14) specimens of Sabal minor located on the 5.83 acre undeveloped parcel. However, only two (2) appear to be located in that portion of the site to be developed. These two specimens may be transplanted to adjoining native habitat, or replaced with nursery grown specimens. c. What wildlife (including aquatic life) nest, feed, reside on or migrate to the site? What measures will be taken to protect this wildlif e and their ha bita ts? Table 18.3 lists those fauna species identified during the April 26, 1988, site visit. A burrow was found at the northern portion of the site, however, the inhabitant type was not determined during this field investigation. Additional field work is to be conducted (see Question 18.D). As previously stated, the 3.55j: acres proposed as recreational land use designation will protect existing wildlife and habitat. 18-7 D. Are any of the wildlife listed under (e) above considered endangered or threatened species? If so, provide a detailed statement on what steps will be taken to protect them and their breeding, nesting, and feeding areas. Of the fauna species identified during the field study on April 26, 1988 at the 5.83 acre site, none are listed as being endangered or threatened. Due to the existence of a burrow in that portion of the site to be developed, additional field work is being conducted to determine the potential for occurrence of the gopher tortoise on-site. 18-8 TABLE 18.3 LIST OF IDENTIFIED FAUNA APRIL 26, 1988 Scientific Name Agelaius ohoeniceus Bubulcus ibis Butorides striatus Caroodacus ouroureus Gallinula chloroous Ouiscalus auiscula 18-9 Common Name Red-winged blackbirds Cattle egret Green heron Finches Gallinule Grackles 22. PUBLIC FACILITIES: DRAINAGE A. Describe the various elements of the proposed drainage system shown on Map G and discuss the design capacity criteria to be used for the various elements. Include information as to what design storm (e.g., 10 year-24 hour, 25 year-24 hour, etc.) will be used for what portions of the system. On-site stormwater runoff is presently routed to approximately 12.8 acres of on-site detention lakes. Discharge from the lakes is either to the Lake Worth Drainage District L-23 Canal or the Boynton Beach Canal. As shown on Map G, the mall site is divided into two drainage .basins. An east drainage basin (100.2 acres) which discharges to the Boynton Beach Canal and a west basin (38.4 acres) which discharges to Lake Worth Drainage District L-23 Canal. Stormwater within each of the drainage basins is routed to the detention lakes by a system of inlets and culverts. There are no stormwater management and development limitations on the site as a result of existing soils, hydrologic conditions, or adjacent permitted stormwater management facilities. There are no non-stormwater discharges to surface water bodies or to the shallow aquifer from this site. The existing stormwater management facilities were designed and constructed to satisfy the South Florida Water Management District surface water management and water quality criteria (Surface Water Management Permit No. 50-00860-S). Stormwater runoff from the proposed parking lot expansion area will be treated in accordance with South Florida Water Management District water quality criteria. A South Florida Water Management District Surface Water Management permit modification will be required prior to relocating the Lake Worth Drainage District L-23 Canal and 22-1 constructing the 5.30 acres of additional parking area. Approval from the Lake Worth Drainage District (LWDD) will be required for the relocation and culverting of the L- 23 Canal. The L WDD L-23 will be relocated to the western edge of the expanded parking area and enclosed with approximately 1,500 linear feet of 6O-inch diameter RCP culvert. The 60-inch diameter culvert is sized to pass the design flow for this reach of the canal without causing adverse impacts upstream. Additionally, 2.15:!:. acres of existing parking area within the west basin will be re- routed to the east basin, and 2.15 acres within the present buffer area and LWDD right-of-way will be added to the west basin. This drainage area transfer will not result in any net changes to the west basin, and' therefore, no water management modifications are proposed for this basin. The east basin water management system will be modified to accommodate an additional 2.15 acres of existing parking and building area from the west basin, and 3.15 acres of new parking area from the present buffer area and LWDD Canal L-23 right-of-way. B. From Map G, indicate the total number of acres in each drainage area, and specify the acreage of any portions of drainage areas outside the site boundaries. Indicate the total acres and storage capacity of proposed retention areas, and the total acres of proposed impervious surfaces. As stated above, the total number of acres in the west drainage area (38.4) will remain the same. The total number of acres in the east drainage basin will increase from 100.2 acres to 105.5 acres. 22-2 MARLOW) NOREEN ~l ~I :i ~I OBER~ ~ JI,I 'I \ "NO OR^] ': aUINTJN I ,\ NUJL GENER] , ~RLOJ 'VANHi ~ "TEJ LOTH] ~( --- --------------- BOYNTON CANAL ~ I I -=--" --.. -... " RETENTION POND ~- -~~ r -~ RETENTION POND ,... o <Xl a: w y ~ -~ RETENTION POND U --~ UJ > c( C/) C/) UJ cr Cl z o (.) ~ --~. ... z ... o 200 400 ~. I GRAPHIC SCALE IN FEET (OLD BOYNTON ROAD) lr BOY NTON WEST ROAD ACCESS ROAD TO BOYNTON - BEACH BLVD, (S,R.804) Greiner, Inc. . o -. . 6. L* LEGEND BOYNTON BEACH MALL City of Boynton Beach, Florida Y/////j . New Parking Water Control Structure Project Boundary Catch Basin Man Hole Flow Direction Exist. Drainage Area Boundaries Prop. Drainage Area Boundari.. Ground Water Sampling Well (SFWMD) Recording Well (SFWMD) Surface Water Auto Sampler (SFW MD) TOTAL DEVELOPMENT PLAN THE EDW ARD J. DeBARTOLO CORPOR1\TION MAP G As shown on Map G, runoff from the proposed parking area will be routed to the existing lake system by a system consisting of inlets and culverts. The revised and expanded drainage basin boundaries are shown on Map G. Table 22.1 indicates the total number of acres in each drainage area and estimated pervious/impervious areas. A summary of pre versus post detention volumes, peak discharges, and flood stages for the east basin is included in Table 22.2. Stage-storage and stage-discharge calculations for the existing mall and the proposed parking areas are included in Table 22.3. Runoff from the parking lot surfaces will be routed by overland flow to storm inlets which will be piped to the existing on-site lakes. Table 22.4 provides an estimate of existing lake shoreline linear feet. c. Specify and compare the volume and quality of runoff from the site in its existing condition to the anticipated runoff at the end of each phase of development. Indicate what provisions will be incorporated in the design of the drainage system to minimize any increase in runoff from the site and to minimize any degradation of water quality in the ultimate receiving body over that occurring in its pre-development state. Indicate the major points of discharge for stormwater. Table 22.5 provides pollutant loads before and after development. The values listed are based on a different site. Based on the water quality study performed by SFWMD at the existing mall site, pollutant loads from the expansion areas are expected to be less than the predicted loadings listed in Table 22.5. Post development discharge from the proposed parking area will be limited to 62.6 CSM (cubic feet per second per square mile), which is the allowable inflow for the C-16 canal basin. Runoff from the parking expansion area will be routed to the east basin which discharges to the Boynton Canal. The west basin, which will not be modified, discharges to the L-23 Canal. 22-3 TABLE 22.1 ESTIMATED PERVIOUS/IMPERVIOUS AREAS Total Total Impervious Pervious Drainaee Basin Acreaee Acreaee Acreaee West Basin 38.4 32.2 3.2 East Basin 105.5 88.6 8.1 Total 143.9 120.8 11.3 22-4 TABLE 22.2 WATER QUANTITY AND FLOOD PROTECTION SUMMARY - EAST BASIN Existine: ProDosed Area (Acres) 100.17 105.5 25- Year Design Discharge (CFS) 48.3 49.2 Stage (Feet-NGVD) 14.6 14.7 Allowable Discharge (CFS) 48.3 48.9 10-Year Storm Event Discharge (CFS) 36.2 37.4 Stage (Feet-NGVD) 13.5 13.6 Minimum Parking Lot Elevation 13.5 13.6* (Feet-NGVD) 100- Year, 3-Day (Feet-NGVD) 16.2 16.2 Proposed Minimum Floor Elevation 16.5 16.5 (Feet-NGVD) * Note: Expansion Area Only 22-5 TABLE 22.3 PROJECT N{.:,liE: 80YNTON DEACH t1(~LL EAST *'** STAGE - CUr-1ULATIVE STORAGE CALCUL~TI01,JS y,** ",iERT I CAL STClR(',GE Ar:';~::AS P,RE=':A t,JU:'1[;r':::R - 1 STOi'"$1GE r,Rt::A START HJG STOFJ\(JE ELE\,J{H ION 8. 69 {';(~! ,ES 8.50 !-I:.ET L I t![(.;R S'j OR('.GE p,r;:E(\S (1;~l:::A 1'~Ui'lL~ER - 1 ~31 C::?"f;;E r-.rd=:A ~.:::. 22 r.C[:l-:S L I i,JL~(.J~ ~:nG!~('C3E r:TdJ11 l:l_[~V. 8. :.~O FT. '\'0 FL EV. 1:~. ()(l 1- r. \"U, I) r:(1L Sl[w.:(\r~[:: rr,Dt'1 ELEV. 15.00 FT. CI'J lJF' (~,:::(~(~ t :1.3:<: i,':::R - :2 ~3 T Cj~~:.c :_:~E r:',:-:,L:::{~ -73. 36 r~CF'E.S '-Ii::-:f'-!~ ~3TC:~:;"'C:;f=: iT,:j:'1 EU::"/. 13.~50 FT. TO EU:':"). 16J)() i:T. $~:.r-.;rIC('.L_ ~-3IUf-(r,r:E f"f~::':;:-1 17U::V. 16.00 FT. Cjr-.l UP S T Oi:(;r:;E (AC-Fn V[RT. LIN. LIN. STAGE (~REA j~G:EA Af';;EA TOTAL <FEET) 1 1 2 < I'4F ) 8.50 0.0 0.0 0.0 0.0 9.50 8.7 0.2 0.0 8.9 10.50 17.4 1. <) 0.0 18.4 1 1 . 50 :'6. 1 2.2 0.0 '=8.3 12.50 :4.8 4.0 0.0 :::,~3. '7 1 :;. 5 (l 43.4 6.2 0.0 49.6 14.50 c" 1 8.9 14.7 75.7 ..._1"::' . 15.50 60.8 12. 1 58.7 131.6 16.50 69.5 15.3 128.4 213.2 22-6 TABLE 22.3 cant. 07-28--1988 HI GG I r'lS ENG I rJEt:R I ~JG , I r\Jc. F'RO,j t:::CT t'lr~i'iE: DOYNl m,j [(EACH t1AL.L E-:AST (\,r~\~A = 1 {)5. 5 (~C;f ,t::S :: . :37 I r'!Ci il::S C3:::::0urm STor-:(1(3E = .6 I :CIU;::,S "( I :'~l;: UF CG~,JCLt..nT\A T I eN :;-~(:,: c~ 8 . '-) ,) (,' .-~o - 11).50 11.~O 12. ~-=:;r) 13.50 14.50 15.50 16.50 STlJ: ,;-,CE D I se! ~(:.:-:;:GE (l . () (> ~3 . ':;:'4 1 E-3 . :Y7 :~3 . ::;0 ::.8. -; 2 49.64 75.73 131.59 213.20 0.00 :::: . ':5-' 5.1..31 1 3 .() 6 24.47 :::6.35 47.13 5'1.30 0.00 22-7 TABLE 22.4 LAKE SHORELINE ESTIMATE Existing Proposed Basin (Linear Feet) (Linear Feet) West Basin 2,400'+/- 2,400'+/- East Basin 4,560'+/- 4,560'+/- Total 6,960'+/- 6,960'+/- 22-8 TABLE 22.5 POLLUT ANT LOADS BEFORE AND AFTER DEVELOPMENT Pollutant Load (Pounds Per Year) Area Suspended Total Total Phase (acres) Solids BODS Nitroe:en PhosDorus Existing Condition 5.3 61.5 59.4 2.2 0.1 Developed Area 5.3 Before Retention 4,167.4 357.8 59.3 5.2 After Retention 208.4 89.5 5.9 4.7 Undeveloped Area Total After Retention 208.4 89.5 5.9 4.7 Sources: Areawide Cleanwater Management Plan Broward County, Florida, 1978 An Assessment of Storm water Management Programs, Draft Final Report, Prepared for FDER by Camp Dresser and Mckee, 1985 22-9 Baffles are presently incorporated in the existing outfall structures to remove oil and grease prior to discharge to the receiving water. In order to assure that potentially hazardous materials do not enter the surface water management system. the following practices will be followed. Waste oils from the Sears automotive facility will be stored in an above ground storage tank and removed by a licensed private contractor from recycling. Batteries will also be stored for recycling. Batteries will be stored in a surface containment area and removed weekly. D. Who will operate and maintain the drainage system after completion of development? The Edward J. DeBartolo Corporation operates and maintains the existing surface water management system of the Boynton Beach Mall. 22-10 23. PUBLIC FACILITIES: WATER SUPPLY A. Provide a projection of the average daily potable and non-potable water demands at the end of each phase of development. If significant seasonal demand variations will occur, discuss anticipated peaks and duration. The estimated average daily water demand associated with the existing and proposed development is presented in Table 23.1. Potable water is used for the basic consumptive needs of the development while non-potable water is used for irrigation of landscaped areas. The demands for non-potable water will be highly seasonal with peak demands in the late spring dry season, followed by minimal demands during the summer and fall rainy season. The City of Boynton Beach Department of Utilities provides potable water to the existing Boynton Beach Mall. Potable water demand generation rates used for this development are based on the City's code which assesses retail square footage at the rate of 0.125 gallon/square foot/day. No significant seasonal demand variations are expected for potable water. Non-potable water for irrigation use, will be drawn from the existing retention areas on-site. The use of native and xeric plant material for landscaping, will reduce requirements for non-potable water. The non-potable water generation rate is based on an average of .30 inches per day/irrigation as reported by landscape maintenance firms. The existing irrigated area of the Boynton Beach Mall is 12.08 acres or 524,792 square feet as shown in Table 23.1. Total proposed irrigated area is 533,253 square feet. 23-1 TABLE 23.1 CUMULATIVE POTABLE/NON POTABLE WATER DEMAND Potable Water8 Non Potable WaterC Gross Average Peakb Area to be Average Peakd Phase of Leasable Flow Flow Irrigated Flow Flow Development Area (SQ. Ft.) (MGD) (MGD) (SQ. Ft.) (MGD) (MGD) Existing 818,610 .110 .210 524,192 .098 .240 Approved Expansion 229.330 .029 .010 Total Approved 1,108,000 .139 .340 524,192 .098 .240 Project Proposed Expansion 136.449 .011 .042 8.461e .002 .005 Total Proposed 1,244,449 .156 .382 533,253 .100 .245 Project Potable Water Demand a Generation rate for mall area is 0.125 gal./sq. ft./day, based on City of Boynton Beach Code, Retail Rate. b Peak flow rate is 2.45 x average day uses. (Source: South Florida Water Management District) Non-Potable Water Demand c Average generation rate is 0.30 inches/day or 0.181 gals. sq. ft./day. d Peak flow rate is 2.45 x average day uses. (Source: South Florida Water Management District) e Proposed Sears expansion results in a reduction of 21,314 sq. ft. of existing irrigated area. The additional 8,461 sq. ft. of irrigated area shown represents the difference between this reduction and a proposed 29,115 sq. ft. irrigated area of the Javert Street R.O.W. - 23-2 B. Provide a breakdown of sources of water supply, both potable and non-potable, by development phase through project completion. The source of potable water for the existing Boynton Beach Mall IS the City of Boynton Beach Department of Utilities Water Treatment Plant located at Seacreast Boulevard and Woolbright Road. According to the Department of Utilities, this plant's current capacity is 17.5 MGD with proposed expansion to 20.5 MGD. An additional plant is proposed for the City of Boynton Beach, the Western Water Plant, which will provide 8 MGD, thus eventually expanding the total city system capacity to approximately 28.5 MGD. Included in Appendix B, is a letter from the Department of Utilities indicating that the Department will be able to serve the proposed expansion to the Boynton Beach Mall. As stated previously, the source of non-potable water to be used for irrigation for the existing Boynton Beach Mall and the proposed Sears expansion, is the existing retention areas located on the mall site. These retention areas' designed capacity is for a normal water elevation of 8.5 feet. Minimum water level elevation is 4.5 feet. In the event that the water level is reduced to the 4.5-foot elevation by irrigation use, an emergency backup system is available using potable water from the City of Boynton Beach. According to the City of Boynton Beach Department of Utilities, during the past 4 years of operation, this emergency backup system has been used once. A rate of .30 inches per day irrigation rate was used to project irrigation demand. As stated in Question 18, 100 percent of the plant material, to be used in the proposed undeveloped area adjacent to Javent Street, will be native species. Plant material used in the parking areas will be in accordance with landscape requirements of the City of Boynton Beach. 23-3 c. If water wells exist on-site, locate them on Map H and specify those that will continue to be used. Also, locate on May H all proposed on-site wells, except that for residential developments, if individual wells for each lot are proposed, indicate the number of units to be served, general locations, and any plans for eventual phase-out. Indicate the diameter, depth, and pumping rates (average and maximum) for each of the existing wells and project this information for the proposed wells (for lots served by individual wells, this information may be grouped for projection purposes). Also, provide a breakdown of the wells with regard to potable and non-potable sources. There are no free flowing artesian wells on-site. There are no existing water wells on- site, and none are proposed. D. Who will operate and maintain the internal water supply system after completion of the development? The Edward J. DeBartolo Corporation is responsible for maintenance of non-potable wa ter systems used for irrigation on the existing mall si te. Access ease men ts ha ve been provided to the City of Boynton Beach to allow maintenance of the city-owned potable water distribution system. E. If an off-site water supply is planned, attach a letter from the agency or firm providing service ou tlining: 1. The projected excess capacities of the water supply facilities to which connection will be made at present and for each phase through completion of the project; 2. Any other commitments that have been made for this excess capacity; and 3. A statement of the agency or firm's ability to provide service at all times during and after development (agency must be supplied with water demand and supply tables in paragraphs A and B above). 23-4 A letter from the City of Boynton Beach Department of Utilities, as the agency providing off-site water supply, addressing each of the three issues indicated, is included in Appendix B. F. What steps will be taken to insure that water pressure and flow will be adequate for fire protection for the type of construction proposed? Adequate water pressure and fire flow for fire protection are insured under the Annexation Agreement (Ordinance No. 82-38) between the City of Boynton Beach and the Developer dated November 16, 1982. 23-5 24. PUBLIC FACILITIES: SOLID WASTE A. Provide a projection of the average daily volumes of solid waste generated at the completion of each phase of development. The estimated average daily volume of solid waste (volume and weight) generated by each phase of the development as currently planned is given in Table 24.1. The generation rates are also included in this table. Centrally located pneumatic compactors will be utilized to reduce the average daily solid waste volume. Solid waste generated by a regional shopping center typically contains the following breakdown: 28% - 52% - 1% - 3% - 8% - 2% - 2% - 4% - paper corrugated cardboard, packaging material, etc. glass metal plastic organic wood miscellaneous 100% B. If on-site solid waste disposal will be provided, please specify: 1. The method of disposal and/or recycling; 2. The capacity and life of operation; 3. The location and area of disposal site; 4. The methods or techniques which will be utilized to prevent groundwater contamination; and s. Who will operate and maintain the on-site operation. 24-1 TABLE 24.1 NON-RESIDENTIAL WASTE GENERATION Gross Leaseable Average Daily Weight Average Daily Volume Phase Area (SQ. Ft.) Tons/Dav1 Cubic Yards/Dav2 Existing Mall 878,670 1.82 10.37 Approved Expansion 229.330 .47 2.71 Total Approved Project 1,108,000 2.29 13.08 Proposed Expansion 136.449 A --LQ.l Total Proposed Project 1,244,449 2.57 14.69 180 pounds/Acre GLA/Day - The Edward J. DeBartolo Corporation generation at other comparable shopping malls in Florida. Based on 2 A verage density of 350 pounds/cubic yards. (Source: Solid Waste Engineering Principals and Management Issues) 24-2 No solid waste will be disposed of on-site. All solid waste will be stored in centrally located containers for removal to approved disposal sites. c. If off-site solid waste disposal is planned, please attach a letter from agency or firm providing service outlining: 1. The projected excess capacity of the facilities serving the development at present and for each phase through completion of the project, 2. Any other commitments that have been made for this excess capacity, and 3. A statement of the agency's or firm's ability to provide service at all times during and after development. (The agency or firm must be supplied with the solid waste generation table in (A) above. A letter from the City of Boynton Beach Department of Sanitation regarding their ability to provide service for the mall and proposed addition is included in Appendix B of this report. The Department of Sanitation has indicated they will have the necessary capacity to serve the project. Current tenants of the Boynton Beach Mall include a mixture of retail stores, specialty shops and food service establishments, which generate a solid waste stream generally characterized as "domestic" in scope. Disposal of these materials will be handled by the City through their waste collection proced ures. The addition of a Sears Auto.motive Center, as part of the Sears Department Store addition to the Boynton Beach Mall, will introduce a tenant which, by the nature of its operations, will temporarily store potentially hazardous materials. As is the practice at other Sears stores located on DeBartolo Mall sites, waste oils from Sears will be temporarily contained in an above ground storage tank and removed by a 24-3 licensed private contractor for recycling. Similarly, used batteries will be stored in a surface impoundment and removed weekly. The DeBartolo Corporation requires all tenants to comply with all applicable agencies' requirements concerning the generation, storage, treatment, disposal, and transportation of hazardous waste. Included in Appendix C is a table listing the circled four-digit SIC Codes applicable to the Sears Department Store. Map H identifies the location of the proposed Sears addition. Appendix C includes a letter and related information from Chemical Waste Management in Broward County outlining their ability to provide service if needed upon development. 24-4 TRANSPORTATION PREFACE The transportation analysis which follows has been completed to conform with, and satisfy, the requirements of two separate approval procedures. The first procedure, regional requirements, is based on the requirements of the Treasure Coast Regional Planning Council (TCRPC). The second procedure, local q:quirements, is based on the requirements of the City of Boynton Beach with conform to the Palm Beach County Traffic Performance Standard. While the procedure used to define the Transportation Impact Study Area (TISA) differ between the regional and local procedures, the identification of roadways to be studied are the same. Significant roadways are defined as those roadways or corridors identified on the Palm Beach County Right-of-Way Thoroughfare Plan. The regional TISA is defined as the point along significant roadways where total project traffic, as opposed to only mall expansion traffic, equals five percent of the daily level of service (LOS) "C" service and peak hour LOS "D" service volume. While the regional analysis requires both average annual and peak season analyses, the five percent LOS "C" daily and five percent LOS "D" peak hour criteria represent the most conservative (all encompassing) standards. The local TISA is defined as the point along significant roadways where project traffic produced by the mall expansion equals one percent of the respective daily and peak hour LOS "C" service volumes. 31-1 The regional analysis requires assessment during both average annual (LOS "C" - Daily, LOS "D" - Peak Hour) and peak season (LOS "D" - Daily, LOS "D" - Peak Hour) conditions. The local analysis requires assessment of the average annual (LOS "C" - Daily and Peak Hour) condition. Both analyses require the assess~ent of a long range future condition beyond the build-out of the project. The regional requirement is not date specific, while the local requirement is specific (2010). As a result, a 2010 analysis has been prepared, based on available Palm Beach County Metropolitan Planning Organization (MPO) data, to satisfy both analysis requirements. Since the same base year, 1988, conditions and future year, 1989 and 2010, conditions are required for both analyses, the responses to Development of Regional Impact (DRI) Transportation Questions 31-A, B, C, D, and E are the same for both analyses. Question 31-F, road way and Intersection Improvements, will provide combined responses which cover both the regional and local requirements. Finally, a comparison of the intersection analysis procedures using the now outdated, yet regionally and locally required, Circular 212 method and the 1985 Highwav Caoacitv Manual method formally adopted by the Federal Highway Administration (FHW A), Institute of Transportation Engineers (ITE) and Florida Department of Transportation (FDOT) will be provided. It is important to note that the TCRPC references, and thus, utilized the 1985 Highwav Caoacitv Manual techniques in developing their daily and peak hour service volumes. 31-2 31. TRANSPORT A TION CONSIDERATIONS A. Using Map J as a base, indicate existing conditions on the highway network within the primary impact area (as previously defined by Map J), including average daily traffic (ADT), peak hour trips, directional traffic load, level of service, and roadway capacity. What improvements or new facilities, which will have an influence on this proposed development, are planned or programmed? Attach a letter from the appropriate agency stating the current status of the planned improvements. The Transportation Impact Study Area (TISA) for this analysis is shown on Map J. Tables 31.1 and 31.2 provide the existing p.m. peak hour and daily traffic for the average annual and peak season analysis periods, respectively, for the regionally significant roadways within the TISA. Map J-l graphically depicts the roadway links identified in Tables 31.l and 31.2. Locally significant roadways, as identified by Palm Beach County and the City of Boynton Beach, are also included in these tables. The information provided in these tables include: Existing Traffic Lanes; Average Daily Background and Existing Mall Traffic; Peak Hour Background and Existing Mall Traffic, Levels of Service (LOS); and Roadway Capacity. Relevant information is also provided for studied intersections within the TISA in Ta bles 31.3 and 31.4. A verage day roadway capacities and peak hour capacities were taken directly from Treasure Coast Regional Planning Council's (TCRPC) published Generalized Highway Capacities, a copy of which is included in the Transportation Data Appendix. The intersection capacity analysis provided throughout this analysis were performed using two different techniques. The first analysis was performed using the methodology described in Circular 212, the critical movement analysis. The. second analysis followed the methodology approved by the Federal Highway Administration 31-3 HYPOLUXO RD. ul > 0( ROYAL MANOR BLVD. ST. .... ;( IX t- . OLD BOYNTON RD. NEW BOYNTON BEACH BLVD. (/) UJ t- l- f/) (/) 0( UJ UJ ~ IX IX 0 >- ~ IX -< IX Z UJ W -< 0 l- (/) t- O z :J 2 WOOLBRIGHT ~O. S.W. 15TH. AVE. GOLF RD. .. NOT TO SCALE Grei ner, Inc. LEGEND BOYNTON BEACH MALL City of Boynton Beach, Florida ~ Study Area TRANSPORT A TION IMPACT STUDY AREA THE EDWARD J. 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Oil Oil .., .., .., .., Oil Oil Oil Oil U 0 U) (/I <II U) e: ~ >- U) ell CII GI (/I (/I CIl CIl >- I.. e: 5 c: c: CIl U) CIl <II CII CI> CII ell 0 0 <<l 0 0 0 GI <II <- L. <- L. <- L. CD CD .., .., .., .., .., <- <- <II ell 01 CJ CJ CJ ~ c: c: e: CJ 01 .., .... e: e: e: e: " " >- >- >- e: e: e: c: 0 0 0 0 - 0 0 0 0 0 0 - u u u u 0 0 :II: CD III CD CD U U ...- 31-7 (FHW A), the Institute of Transportation Engineers (ITE), the Florida Department of Transportation (FDOT) as outlined in the 1985 Highwav Caoacity Manual. Maps J-2 and J-3 illustrate existing mall traffic, passer-by traffic, and background traffic for the average annual.and peak season conditions, respectively, at all mall access points. Significant improvement projects are scheduled within the TISA prior to the anticipated completion of this project, in 1989. These projects consist of the fOllowing improve men ts: Roadway Imorovement Segment Imorovement Tyoe Congress A venue Hypoloxo Road Military Trail 22nd Avenue 22nd A ven ue Boynton Beach Boulevard L-28 Canal to Boynton Beach Boulevard Congress A venue to US I Old Boynton Road to. Hypoloxo Road Military Trail to Larence Road Congress Avenue to 1-95 Mili tary Trail to Congress A ven ue 2L to 6LD 2L to 4LD 2L to 4LD 2L 2L to 4LD 2L to 6LD These improvements are shown for construction in fiscal year 87-88 in the Palm Beach County five-year road program (I988-1992). Map J-4 illustrates the location and type of each improvement within the TISA. In addition, Map J-4 identifies an improvement along Old Boynton Road which is scheduled for fiscal year 91-92. However, this improvement falls outside the timeframe horizon for improvements to be considered as committed for Development of Regional Impact (DRI) analysis purposes. Map J-4 also shows the location of improvements required as a result of other Palm Beach County DRI Development Orders. B. Provide a projection of traffic not generated by this development, on the highway network within the primary impact area at the end of each phase of development. 31-8 [24J (97)+ [83 (31) 454. Greiner, Inc. ~ NOT TO SCALE + (76) (19J 4(26) C7J (OLD BOYNTON ROAD) (83(31)' [63 (23) 380. [143 (58) 74 .. LEGEND r:.:.:.:.:.:I Mall Site 000 Background Traffic (000) Project Traffic [000] Capture Passer-by Traffic + (46) [113 4618 (22) (5J 126 + BOYNTON WEST n <t" ,.., lC') (373 (149) ~ 1:233 (90) + ,.., it) u ~ ~ [,53 (21)~ CI63 (63) +. w > .... <l: lC') ,.., CI) <t" <t" CI) u u .at. ~ T 78 (13) [3J CD CJ ~ z 4103 (18) (43 t: 8 29 + ROAD 358+ [53 (21) 117. [15J (58) 1 .. ,.., it) .... BOYNTON BEACH MALL City of Boynton Beach, Florida 1988 AVERAGE ANNUAL PM PEAK HOUR TRAFFIC VOLUMES THE EDWARD J. DeBARTOLO CORPORATION MAP J-2 ~ ,..., ro ro C37J (149) + C23J (90) . n (\j V LJ NOT TO SCALE r [27] (109) + (8] (34) . ,..., if; u ~ ,..., (\j ro - .... I'- CD (\j 10 2 r24J (97)i' [8J (31) 475 ~ (8] (31) , [6](23)397. [14] (58) 78 . n V L..I 372 + C5J(21) 122 ~ [15J(58) I + n CD ro u n n ~ en v U U U .676 (OLD BOYNTON ROAD) Greiner, Inc. LEGEND BOYNTON BEACH MALL City of Boynton Beach, Florida 1988 PEAK SEASON PM PEAK HOUR TRAFFIC VOLUMES THE EDW ARD J. DeBARTOLO CORPORA TION r::::J Mall Site 000 Background Traffic (000) Project Traffic [000] Capture Passer-by Traffic MAP J-3 HYPOLUXO ,2 LANE TO 4 LANE . FY 87- 8 :.::::::::::::::::::::::::::::::::::::::::RO;::::::::::::::::::::::::::::::::::: ::::::::::::::::::::: : :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::: :::::::: 2 LANE TO 4 LANE FY 87-88 ..;::::" .... ,....... ." ...... . 00:-:" ,0 :.:.: :'..;.R ~If. .'.:.:.:.:;:;: i\~::::::::::':':':'::::::::::::::L :}~.: 2 LANE iiiF FY 87-88 ::== ::~: :f r2 LANE TO 4 1~:li: :t:t""";,,,:;::::;;:::~::,~:::::::::,=;;:,;::t u1 > < MANOR BL VD. .,.. .............. .... ............... ... ...--............ :.:.:.;.:.:.:.:.:-:.................. . .I:~~NE TO 4 LANE FY 87-88 (Currently Under Construction) ST. .:.:.: 'l' ...:::.-. ..... ................................ -If. ............ .................(....:.. " BEACH ,.",. ..."""""""""""r':':'::'::"'::':':"':::':"""""""\:Il( FY 87-88 FY 87-88 . ~: (Currently Under Construction) ~:~ '''"0' ,0 2 LANE TO 6 LANE -+-{;~: ~o. F Y 8 7 - 8 8 :~{;. OOLBRIGHT (Currently ::::r construction>\\\\ \ R~ RD. BLVD. > IX: 0( I- :; :i W l- I- CI) 0( W I- IX: CI) (.) IX: 0( W W I- CI) Z s.w. 15TH. AVE. ... NOT TO SCALE Grei ner, Inc. LEGEND BOYNTON BEACH MALL City of Boynton Beach, Florida ~ Project Site C;] Roadway Improvements FY 87-88 Year Planned For Construcion (-) Intersection Improvement \.- ROADWAY IMPROVEMENTS THE EDWARD J. DeBARTOLO CORPORA TlON MAP J-4 Projections of future year non-development, or background traffic volumes for studied roadways within the TISA are provided in Tables 31.5 and 31.6 for the p.m. peak hour and daily traffic conditions for average annual and peak season analysis periods, respectively. Since the project is scheduled as a single phase development, with completion scheduled for 1989, only one future year condition has been developed. Tables 31.7 and 31.8 provide projected intersection conditions within the TISA for the average annual and peak season analysis periods, respectively. Future year ADTs were developed based upon the average growth rates shown in Table 31.9. These growth rates were based upon available historic Palm Beach County traffic counts. Individually developed average growth rates were applied to TISA studied roadway existing average daily traffic volumes to project future year roadway volumes without the project. Also included in the background volumes is traffic generated by the first phase of Quantum Park, located north of the site on Congress Avenue at N.W. 22nd Avenue. This development is planned to include a 434,976 square foot public distribution center and 47,590 square feet of office. Traffic characteristics (ilKs," "Ds," and turning movement percentages) derived from existing data were used to project and distribute p.m. peak hour traffic volumes along studied roadway links and intersections. In the case of roadway link peak hour volumes, downstream intersection departure volumes and upstream intersection approach volumes were averaged to provide an average link volume, rather than a minimum or maximum. Due to differing growth rates along various intersecting roadways. the resulting departure volumes at some intersections necessitated minor adjustments to 1988 peak hour percentages ("Ks") and directional factors (liDs") for the 1989 condition. 31-9 ;~ I ;~l ~~: fS! 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GI ... GI oC '" I- ... :J <0 "U ~ c: 0 .. III 0 >- OJ GI ~ c: 1tI III X ~ > ~ 0 > GI 0 CIl ~ oC 0 ... GI ~ ... ~ ... ~"5 OJ ~ ~ - "2 III c: 0 0 0 0 0 N : <0 CD U : :IE 3 N ... 31-14 At the request of the City of Boynton Beach and to satisfy the TCRPC's request that a distant future year be analyzed, a future year 2010 projection of traffic conditions was performed. The 2010 future year projections of traffic for the studied roadways within the TIS A are provided in Table 31.10 for the daily average annual conditions. These ADTs were developed by the Palm Beach County Metropolitan Planning Organization (MPO) with the use of their transportation modeling computer program. Due to distant future year projection, 22 years into the future, it is not possible to accurately project daily peak season or peak hour turning movement volumes. c. Provide a projection of person trips expected to be generated by this development at the end of each phase of development. State all standards and assumptions used, including trip generation rates by land use types, modal split, persons per vehicle, etc. Table 31.11 provides the unadjusted (gross) vehicle and person trips for the project. The ITE's Trio Generation Manual - Fourth Edition, 1987 was used to develop daily and p.m. peak hour vehicle trips. A vehicle occupancy rate of 1.4 was used to convert vehicle trips to person trips. Project trips were generated for the previously approved mall and for the total mall with the proposed expansion. The mall expansion trips were derived by subtracting the approved mall trips from the total mall trips. It is important to note that the calculated vehicle trip rate was verified in the field. The results of this verification effort indicated that the actual vehicle trip rate at the mall was slightly less than the ITE calculated rate. However, in an effort to present a conservative analysis of the potential future traffic demands of the mall, ITE trip rate calculations were used throughout the analysis to determine trip attraction characteristics. 31-15 ,W"~~.__ TABLE 31.10 2010 DAILY AVERAGE ANNUAL BACKGROUND CONDITIONS 1 APPROVED TOTAL LINK 1 BACKGROUND MALL BACKGROUND INDEX ROADWAY LANAGE ADT ADT ADT CAPACITY LOS -------------------------------------------------------------------------------------------------- Cl CONGRESS AV 6LD 43312 1688 45000 61900 C C2 CONGRESS AV 6LD 40491 4509 45000 61900 C C3 CONGRESS AV 6LD 34790 10210 45000 61900 C C4 CONGRESS AV 6LD 39619 5381 45000 61900 C C5 CONGRESS AV 6LD 38542 6458 45000 61900 C C6 CONGRESS AV 6LD 42033 2967 45000 61900 C C7 CONGRESS AV 6LD 42993 2007 45000 61900 C C8 CONGRESS AV 6LD 44505 495 45000 61900 C Ml MILITARY TRAIL 6LD 40522 1978 42500 61900 C M2 MILITARY TRAIL 6LD 41829 3171 45000 61900 C M3 MILITARY TRAIL 6LD 42586 2414 45000 61900 C M4 MILITARY TRAIL 6LD 43342 1658 45000 61900 C I1 1-95 10LX 138138 1862 140000 214500 C 12 1-95 10LX 138225 1745 140000 214500 C HI HYPOLUXO RD 4LD 29243 757 30000 40000 C/O H2 HYPOLUXO RD 4LD 29127 873 30000 40000 C/O Tl 22ND AV 4LD 27295 2705 30000 40000 C/O T2 22ND AV 6LD 43051 1949 45000 61900 C Bl BOYNTON BCH BLVD 6LD 34011 989 35000 61900 B B2 BOYNTON BCH BLVD 6LD 38487 1513 40000 61900 C B3 BOYNTON BCH BLVD 6LD 37469 2531 40000 61900 C B4 BOYNTON BCH BLVD 6LD 39681 5382 45000 61900 C B5 BOYNTON BCH BLVD 6LD 30404 4596 35000 61900 B B6 BOYNTON BCH BLVD 6LD 24127 873 25000 61900 A WI WOOLBRIGHT RD 6LD 27964 2036 30000 61900 A Gl GOLF RD 2L 9040 960 10000 17400 B G2 GOLF RD 4LD 14564 436 15000 40000 A 1 ROADWAY LANAGE AND DAILY ADT OBTAINED FROM PALM BEACH COUNTY METROPOLITAN PLANNING ORGANIZATION. ...-16 ~ 1 \ a.~ ~ ... 6 g N N ...:s: ....:.J. ~~ ~ '.2 \ tIl~ ~ s C\ ... 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'" ~ '" ~ 0 .~ ... c:J ... ... <l) ... g 0 10 ... :e- ell ... ~ ... c:J C ... .... 5 ,... 10 ... ell ';' ... ... '" .c. ~ " uJ " ... " uJ - .... N '" 31-11 D. Estimate the internal/external split for the generated trips at the end of each phase of development as shown in (C) above. Use the format below and include a discussion of what aspects of the development (Le., provision of on-site shopping and recreation facilities, on-site employment opportunities, etc.) will account for this internal/external split. Table 31.12 provides the new external and the passer-by captured trips associated with the approved mall, total mall with the expansion, and the expansion portion of the mall. The passer-by captured trips come directly from the traffic stream passing the mall on the adjacent street system and do not require a diversion from another roadway. ITE documentation identifies this capture rate as approximately 20 percent of the mall trips. Due to the use of an overall trip rate for the shopping center complex, no further internalization of trips was necessary, or appropriate. No permanent transit facilities are provided on the site, therefore, transit trips were not accounted for in this analysis. However, private transit service is provided to the site during the peak tourist season period. E. Using Map J as a base, assign the vehicle trips generated by this development as shown in (C) above and shown separately the traffic not generated by this development as shown in (B) above to the highway network within the primary impact area, and include ADT, peak-hour trips and directional traffic load. If necessary provide a separate Map J for each phase of development showing expected conditions at the end of each phase. Net new external vehicle trips have been assigned to the TIS A studied roadway network, as shown in Tables 31.13 and 31.14 for the p.m. peak hour and ADT for the average annual and peak season analysis periods in 1989 with total background traffic and mall expansion traffic. Tables 31.15 and 31.16 provides similar information for 31-18 '8.. .~~ ~ ~ 0 ~ N .,.. .,.. ... .....>1- ... ... U III .r" 41 eO 0 ~ 0. C\ ... '" N N "". "" ,.s:- ... 0. ... ... ..... III C ... ~~ ... -0 .,.. )(..... ~ <! ~ W'; ~O ~ N N "" ~ ... r.: ; eO 0' ... ... ~1 ~! 3\ ~ ~ ~ ~ "" "" .r" ~ III .. ,. 41 eO ~ 0. C\ .,.. ~ W ~f- 0 ~ l/) "" .z: 0. ... ... - ::I .... '" ... '5 .... i ... ~ ~~ ~ N eO 'N ... ~ 0 ~ .... '-~ r- eO .... N ~ III III ~ c.J <II ... <II ~ ... ~ III "" 0. <II ~ c;l W ..... * ': ~ .... .... .... 0- '! .. I.U ~ .... <II - ~ ~~ r- -4 1; '" ~ W .r" ::I ...~ ... 0 ~ ... 0 ::I r- 0' ....~o ... l W ~~ ... U Ql ~ ~ $ , ~ 0. C\ <IIS:- .,.. ... 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III 5 ~ .. :;, U"I o 0 co W(I)2 2(1) 0- (I) _l 2 0 I- 31 Q u U &4- U U U ID &4- U Cl U U Cl 2 ~ 0 ... U ", ~ GI I- .0 U I 1II W I- .. (I) GI r::: '" ... W ... Q U C Q C 0( 0( C Q U Cl C 0( 00 1-_ C ...... ...... ...... ...... ...... ...... ...... -g 2_ 2 2 2 2 2 2 2 - III ... I- 2: (I) ... 0 ", u r::: ..... ... ... W 0 .c r::: w .., ... OJ GI ..... 0 ~ N " ID '" ... '" C Q. 0 N ... I- ID ... ... .c :;, :;, :;, :;, GI :z: .. ... ... ... ... OJ'" .. .. ... .. .. :;, ::;j :;, ... CIl I- III 1 GI GI ... ... .- ... .c .c ... .c .c .. .. .. ... 0 i ..... ..... ell ell '" ell I- I- ell l- I- .c .c .c ell .c :;, ..... ..... ..... ..... l- I- I- ..... ... 0- u ~~"2"2 ~"2 ]~~ "2"2 .. "2"2 "2"2 "2 co 0( 0( c 0( 0( ]] c 0( 0- U .8 .8 :;, :;, .8 :;, ...... ...... ...... ...... ...... :;, :;, :;, :;, ...... ...... III ... .c.c.8.8 .c.8 2 ~~.8 2 2 2 2 .8.8 .8.8 2 2 2 .c .c ..... ...... ..... ..... ..... ... ... ... ... ... ... ... ... ... ... ... ~ 0 .. :;, CIl CIl .. CIl .. :;, CIl .. :;, CIl CIl CIl CIl ..:, (I) o 0 ell III o ell o 0 1II o 0 ell GI III 1II C 2 (1)::1: w 2::1: 2(1)W 2 (I) ::1:::1: W w w a. (I) III :0.: 2: 0( ...., W CIl Q. ... 31 r::: w W Q W ID Q U C w w W U ID ~ > 0 .. s- -g ... ... III 'j .. CIl .. I- 5 <II GI U GI r::: ... >- ... u 0 <II .. ~ ... GI ai u ... GI III .. .c -g 0 c ~ .c ... 0 ell ..... ..... OJ >< > U ID ... <II (I) (I) :;, c .. 0 r::: <II <II ::I: W .. U - GI ID :i .., ell GI ...., ...., .0 r::: ~ "2 ... 2: .c .. ... r::: :g l:! OJ ~ U"I 0 - N GI .., .., r::: 0- 0 0 CIl r::: :z: N U 0 1II 0 ::I: t:J ... 0 r::: r::: .. ::I: U - - r::: .., .., .., .., 0 0 I- .., .., ~ ... ... ... .., .., .., .., u CIl <II <II CIl ~ ~ >- <II <II GI <II <II <II <II .. 5 5 5 5 <II <II > <II GI GI GI GI 0 0 III GI GI 0 .. .. .. .. .. ID ID ... ... ... ... ... .. .. .. GI OJ OJ ~ OJ ~ ~ r::: r::: OJ OJ S- ... 5 r::: r::: "C "C >- >- r::: 5 r::: 0 0 0 .- 0 0 0 0 u u u u 0 0 2: ID ID ID ID U U 31-23 TISA studied intersections. Table 31.17 provides average annual daily conditions for the year 2010 with the addition of mall expansion traffic. The distribution of vehicle trips among the TISA roadways was determined based upon the distribution of shopping patrons in the trade area of the project, their travel times to the site, and existing patterns of patron trips. For the purpose of this assessment, the project is expected to attract shopping trips for residential communities generally located within a nine mile radius of the site. The assignment of project trips to the area roadways was projected USIng procedures outlined in the National Cooperative Highway Research Program (NCHRP) Report #187 - "Quick Response Urban Travel Estimation Techniques." The gravity model embodied in this technique utilizes zonal population as a measure of trip attraction, and travel times to each zone as a trip impedance factor. Population forecasts were developed for 1989 and 2010 based on the most current population estimates and future year projections available from the Palm Beach County MPO. A copy of the gravity model printouts for 1989 and 2010 are appended. In addition, the distribution of patron traffic was verified via field conducted turning movement counts at each mall access point. Close in directions of approach and departure for 1989 were based on the patron patterns observed in the field. Adjustments in these patterns were necessary for the 2010 analysis due to projected changes in future year population patterns. The regional directions of approach and departure resulting from this procedure are presented in Map J-5 and J-6 for 1989 and 2010. All project traffic, including 31-24 TABLE 31.17 2010 DAILY AVERAGE ANNUAL WITH PROJECT 1 TOTAL MALL LINK 1 BACKGROUND EXPANSION TOTAL INDEX ROADWAY LANAGE ADT ADT ADT CAPACITY LOS -------------------------------------------------------------------------------------------------- Cl CONGRESS AV 6LD 45000 170 45170 61900 C C2 CONGRESS AV 6LD 45000 458 45458 61900 C C3 CONGRESS AV 6LD 45000 1037 46037 61900 C C4 CONGRESS AV 6LD 45000 547 45547 61900 C C5 CONGRESS AV 6LD 45000 656 45656 61900 C C6 CONGRESS AV 6LD 45000 301 45301 61900 C C7 CONGRESS AV 6LD 45000 204 45204 61900 C C8 CONGRESS AV 6LD 45000 50 45050 61900 C Ml MILITARY TRAIL 6LD 42500 201 42701 61900 C M2 MILITARY TRAIL 6LD 45000 322 45322 61900 C M3 MILITARY TRAIL 6LD 45000 245 45245 61900 C M4 MILITARY TRAIL 6LD 45000 168 45168 61900 C Il 1-95 lOLX 140000 190 1400190 214500 C 12 1-95 10LX 140000 178 1400178 214500 C HI HYPOLUXO RD 4LD 30000 76 30076 40000 C/D H2 HYPOLUXO RD 4LD 30000 88 30088 40000 C/D Tl 22ND AV 4LD 30000 275 30275 40000 C/D T2 22ND AV 6LD 45000 198 45198 61900 C Bl BOYNTON BCH BLVD 6LD 35000 100 35100 61900 B B2 BOYNTON BCH BLVD 6LD 40000 154 40154 61900 C B3 BOYNTON BCH BLVD 6LD 40000 257 40257 61900 C B4 BOYNTON BCH BLVD 6LD 45000 547 45547 61900 C B5 BOYNTON BCH BLVD 6LD 35000 467 35467 61900 B B6 BOYNTON BCH BLVD 6LD 25000 89 25089 61900 A WI WOOLBRIGHT RD 6LD 30000 21 30021 61900 A Gl GOLF RD 2L 10000 98 10098 17400 B G2 GOLF RD 4LD 15000 44 15044 40000 A 1 ROADWAY LANAGE AND BACKGROUND ADT OBTAINED FROM PALM BEACH COUNTY METROPOLITAN PLANNING ORGANIZATION. 31-25 .. . 2.0 HYPOLUXO !~ RD. .. . .. .. 1.5 0.6 1: 19 aU > < ST. ROY AL MANOR BLVD. .. . ...-. 10.9 7.8 ~ !('I I- . CJ) OLD It) . r-.. NEW > a: ~!~ ::::! ~ ::I Grei ner, Inc. LEGEND ~ 3.3 4.4 4 .. RD. 27.5 BEACH ... ... 11.1 23.9 (I) t/) L\J ~ ! "": o ... o ... 21.0 +----. BOYNTON BOYNTON .. . 3.5 GOLF .. . 3.3 Project Site Percentage Of Project Trips WOOLBRIGHT ~Q. . . 1.0 !~ 1: RD. .. . 2.0 !~..4. \ BL VD. ~ 22.5 L\J I- ~ !~ a: CO L\J ~ l- t/) w a: o < w (I) s.w. 15TH. AVE. ... NOT TO SCALE BOYNTON BEACH MALL City of Boynton Beach, Florida 1989 DIRETIONS OF APPROACH AND DEPARTURE THE EDWARD J. DeBARTOLO CORPORATION MAP J-5 ROYAL MANOR BL VD. .--. .......... 9.3 6.7 0) p . . 0 II) p ~ 22.3 4.7 .--. OLD BOYNTON 4 .. RD. ~ 22.2 . co NEW BOYNTON BEACH .--. 3.4 4 . 4 .. 4 . 15.8 5.2 8.7 18.5 (I) w t- (I) t- (I) < w W t- O a: a: (I) . (,) > ~r a: U) a: z . w < < o 0 t- W "'- (,) p z (I) ::l . ~ II) HYPOLUXO tr co . II) RD. 4 . 3.0 co . co II) . II) p ul > < GOLF WOOLBRIGHT ~O. !: 1).1 RD. 4 .. 3.3 !~ ~ Grei ner, Inc. S.W. 15TH. AVE. .. NOT TO SCALE LEGEND BOYNTON BEACH MALL City of Boynton Beach, Florida ~ Project Site 3.3 Percentage Of Project Trips 2010 DIRECTIONS OF APPROACH AND DEPARTURE THE EDWARD J. DeBARTOLO CORPORA TION MAP J-6 passer-by captured traffic, has been analyzed at access points to the site and is shown on Maps J-7 and J-78 for the a vera.ge annual and peak season analysis periods. F. Based on projected trips as shown in (E) above, what modifications in the highway network (including intersections) will be necessary as a result of this development? Specify improvements needed initially and at the end of each phase of development. A review of Tables 31.13, 31.14 and 31.17 for potential roadway impacts and Tables 31.15 and 31.16 for potential intersection impacts of project traffic have identified the following potentially negative impacts, where service levels are projected to be below acceptable TCRPC standards or Palm Beach County Performance Standards and project traffic represents more than 5.0 percent or 1.0 percent, in the case of county standards, of the prescribed level of service volume of the respective facility. In addition, several roadway links and intersections which were deleted from of the TISA due to an insignificant amount of project traffic were also found to operate below acceptable service standards. Regionally significant roadways based on DRI criteria (5 percent of applicable LOS standards) found to operate at a lower than acceptable operational standards include: . Average Annual Basis Congress A venue between 22nd Street and the Boynton Beach Mall southern driveway (Link C3) on a peak hour basis. This link operates within acceptable standards during the daily condition. . Congress A venue between the Boynton Beach Mall southern driveway and New Boynton Beach Boulevard (Links C4 and C5) on both a daily and peak hour basis. 31-26 ^ C\I C\I v ,.., ^ I.D ~ 10 .... ~ NOT TO SCALE I"- 'i' v (47)[86J(300) + (16)1:4IJ(150) ~. ;=; I.D ^ 10 u m 1..1 v 'iO :;; 0 C\I ~ W 0 '" (\j CD ~ .... 1:5J(21); <II>C29~ U04'. . - w r<l > n < CD I'- rn w rn w" ~ +83(23)[6J(3) ~ .110(30)[8J<3) o () 31 . ROA 0 ^ 10 " n o r<l L.l ^ 10 ..., n + (80) [22] (9) .SS9(34)[9J(4) 134 .. BOYNTON WEST t (118)[32].(13) .692 (44) [12](5) (OLD BOYNTON ROAD) <26).[47 J (159)+ [6J(23)405. [14J (58)79 . [24J(97) t <26)[47J(/59)484 ., 382 + <4)[10J(34)125. <11>1:26J(95) I . ~ C\I U ^ e " Greiner, Inc. BOYNTON BEACH MALL City of Boynton Beach, Florida 1989 AVERAGE ANNUAL PM PEAK HOUR TRAFFIC VOLUMES THE EDWARD J. DeBARTOLO CORPORATION LEGEND r:.:.:.:J Mall Site 000 Background Traffic (000) Project Traffic WOO] Capture Passer-by Traffic MAP J-7 ..... lD (\I .... f"1 CD lD u + (1/8)[32].(13> .... 724 (44) [121(5) (OLD BOYNTON ROAD) (26)[47 J (l59)t (6](23)425 . J: 14] (58) 81 ~ <26)[47](159)506 . Greiner, Inc. LEGEND r::::J Mall Site 000 Background Traffic (000) Approved Mall Traffic [000] Capture Passer-by Traffic <000> Mall Expansion Traffic ~ NOT TO SCALE ....... 10 'V ,., o It) u ^ (\I (\I .., .... ^ lD ~ 10 .... 1:27J (I09)~ (6)1:15J (55) . (\I ^ 10 ;:; .... ,.., 0 ^ CD It) It) IX) ~ ..... CD a: v It) 'V r.n <47>[86](300)~ <16>C4IJ (150) ~. ~ to ....... 10 0) ~ 'V 'iO ~ 0 (\I ~ LJ 10 'j() to e ~ + (80) J:221 (9) ....690(34)C9J(4> 139 BOYNTON WEST !:! g It) (\I U W ....... ^ It) e 'V 396 (4)[/OJ(34>130. (II>C26](95)2 ~ f I BOYNTON BEACH MALL City of Boynton Beach, Florida 1 9a9 PEAK SEASON PM PEAK HOUR TRAFFIC VOLUMES THE EDWARD J. DeBARTOLO CORPORATION MAP J-8 . Peak Season Basis Congress A venue between 22nd Street and Boynton Beach Boulevard (Links C3, C4, and C5) on a peak hour basis. These links operate within acceptable standards during the daily condition. In addition, one roadway segment which is not regionally significant was also found to operate below regional standards. Old Boynton Road (Link OBI) from Military Trail to Knuth Road was found to operate below normally acceptable LOS criteria. However, this roadway is scheduled for multi-laning during fiscal year 91-92. With this improvement in place, the roadway will operate at a significantly improved LOS. Intersections which fall below acceptable service volume standards and have more than 5 percent of their LOS liD" service volumes occupied by project traffic include: * . Circular 212 Method Congress A venue and Hypolux Road Congress A venue and 22nd A venue Congress A venue and Old Boynton Road Congress Avenue and Boynton Beach Boulevard Boynton Beach Boulevard and 1-95 * . . * 1985 Highwav Caoacitv Manual Method Congress A venue and Old Boynton Road Congress A venue and Boynton Beach Boulevard . Roadways contained within the Palm Beach County Performance Standards TISA where project traffic equals or exceed I percent of the LOS "C" service volume and were identified as operating below the LOS "C" service standard include: 31-27 * Countv Performance Standard Conszress A venue between Hypoluxo Road and the Boynton Beach Mall southern driveway (Links C2 and C3) on a peak hour basis. These links operate within acceptable standards during the daily condition: between 22nd Street and the Boynton Beach Mall southern driveway (Link C3) the roadway currently operates below LOS "C." * Conszress A venue between the Boynton Beach Mall southern driveway and Boynton Beach Road (Links C4 and C5) on both a daily and peak hour basis. Both of these links currently operate below LOS "C" during the peak hour. * Bovnton Beach 2010 Buildout Standard No improvements were identified as needed for the 2010 Long Range Transportation Plan as a result of the mall expansion. In addition, one segment of Old Boynton Road (OBI) operates below LOS liCit in 1989. However, this roadway is not defined as significant under the Palm Beach County Performance Standard. Multi-laning improvements are scheduled for this facility, as previously identified in response to this question. Due to the conflicting improvements identified under the DRI average annual and peak season analyses, arterial analyses were performed for adversely impacted portions of Congress A venue, to determine their actual operational characteristics. The arterial analyses were completed using a computerized application of the 1985 Highwav Caoacitv Manual and the parameters set forth by the FDOT in Technical Report 5.4.5 which identifies criteria to be used for arterial analyses as a part of the DRI assessment procedure. Map J-9 graphically depicts the results of this analysis. Arterial analysis worksheets are appended. 31-28 f\)' ~ f')' C/) ~ ~ c/). +0 ml~ w' ~o mlg Ww o::W 0::> -0 -0 o'v <!)~ o'v <!><{ Z -Aq, z ~q, 0 0 ~ u ~ u ~~ ~1~ ~l~ <v. l~ ~. ~ ~ ~. <{rf') ~. cv~ cv~ cv C:> C:> cv c:>C:> CJ<V CJ<V ml~ ~l~ ~Cj ml~ ~l~ ~ <v<<- <v <<- ~ ~~ CJ<V ...J CJ<<; f\)' f')' z ~ <{ ~~ o~ ::::> of ul~ ,,0 0 or ul~ ~~ z o..J... en <cO z <0 <{ <{ ~<;j w S> 0 en 0 w ~. ~ CJ-<:- <.!) ol~ ol~ <cCJ <{ ol~ ol~ ~ <{ o~ ~<;j' w o~ ~<;j' a::: ~~ <c'v a. ~-<.:. <c'v w <cO <p' <cO ~ ~ x:-" t' 1~ mlg ~ ~~ ml~ ~ <c~ <Q~ o'v o'v ~o ~o ~l: mr~ f\). mr ml~ <;j' ~ <<<<- 0 o'v ~o ~ ~r~ ~l: Grei nero Inc. LEGEND BOYNTON BEACH MALL City of Boynton Beach, Florida 4 A LEVEL OF SERVICE FOR SEGMENT 1 9a9 ARTERIAL ANAL YSIS WITH 428.0 SPEED (MPH) FOR PROJECT AND IMPROVEMENTS SEGMENT THE EDWARD J. DeBARTOLO CORPORATION I MAP J-9 This detailed analysis procedure, which fully accounts for the specific operational characteristics of these roadways, has identified the actual improvements which are necessary along Congress A venue to maintain acceptable levels of service at project completion. Based on this comprehensive analysis, Congress A venue is projected to need six laning from the Boynton Beach Mall access driveway to Boynton Beach Boulevard. Tables 31.18 and 31.19 provide average annual and pe~k season roadway improvement summaries, respectively. Finally, intersection improvements have been identified using two different analysis procedures, Circular 212 and 1985 Highwav Caoacitv Manual. In general, both of these analysis methods have identified the same improvements. However, where actual signal phasing could not be replicated by the Circular 212 method, significant differences in needed improvements were found. The Circular 212 method only allows a paired combination of phasing patterns to be used when analyzing an intersection. This limitation significantly reduces the ability to analyze intersections with phasing patterns which do not conform to one of the basic patterns provided in the program. As a result of the Circular 212 inability to replicate the phasing of some intersections and the consistency of results between the Circular 212 method and 1985 Highwav Caoacitv Manual method where phasing pattern could be replicated, the intersection improvements identified using the 1985 Highwav Caoacitv Manual method are considered to more accurately reflect actual conditions. 31-29 . ~el N 'Q""O '"' N UQ -c -c -c -c ..... ..... ..... - ..... - UQ -c -c -c -c Q Q Q Q ..... ..... - - U U U U eJeJ ~~ !i ~ ~ II ~~ .... ~ ~ ~ II'l II'l 1"'4 1"'4 ~~ 1"'4 ~ v I .. .. .. ~ ~~ 13 ~~ ~~ ~ ~ ~ ~ 1"'4 1"'4 1"'4 -c -c -c < -- - - :z::z: :z: :z: 0\ co 0\ 1"'4 . . ~ ~ I N.N N N N~ N N ~ ~ ~ ~ ~ ~ ~ U < < ~ < Q < < . ~ .... 1\1 ~ . - s~1 N N '"' ~ UQ < < < S ~Q .......... ..... - - UQ < < < j 1"'4 ! ~~ ~~ !i !i !i 1 ~~ ~~ I h ~~ ~~ ~ ~ ~ 1"'4 1"'4 1"'4 1"'4 1"'4 .... 1"'4 !: I .. .. .. .. .. .. .. ~~ ~~ 13 l:I 13 -- I ~~ ~~ ~ ~ ~ I . c:: co .... .... .-4 .... .... .-4 .-4 0 .... '" . ..., .-4 .... '"' ..., 'E >- 0\ ~U i ~ ~ co N ~,N N N N_N~N ~ ~ ~ ~ ~ ~ ~ U < < ~ < Q < < . ~ Q, !~s ~~~uU~~~~~<<QQ<~<<U<Q~~<UQ<~< '" ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ -3 '" I <~QQQ~~Q~~<<QQ<~<<U<<<<<uu<~< 0 .-48 IW ~ ; 1II '" ~ ~ j ~ ~ 99999~~~~~99~~9~~~~9~99999~~~ ! ~ ~ ~ ~ ~ N N N N N .~ ~ ~ ~ ~ N N N N ~ N ~ ~ ~ ~ ~ ~ N N i ~ 8 .:l '" '"' '"' !: 41 ~~~~ ~~~~~~~~ = ~ iiiiiiiiIII111ii;;i1iiiiiii;; ~ c:: I '" 0 e 1 Q, J . ~ . 8 ~~iiiiii~ .a ~ ~ .-4 N '"' ~ .-4 N .-4N'"'~~~~B~~2~.-4NS~.-4~~~""N,",~II'l~~.-4N UUU U ~~ ~ oo~~~ ~ ~~ 31-Ju 1"'4 I I ~ I ~ ~ I ~ I ~ I "I!~I I I I I I I I I U I ~! I 0- I co I 0- I 1"'4!~;~ I I :~~I h ~II i !~~ 1"'48 ~~ 8 N 'N Q' Q "'~ .... ~ N .. ~ QQ .... .... QQ QQ .... .... QQ Q .... Q mm ~~ ~~ ~~ ~1 ii ~ !I ~ ~ ~ i 1"'4 1"'4 1"'4 .. a ~ ii ~~ < - a << -- a:& 1"'4 1"'4 1"'4 N NNN NNN N III III III Ill...... III Q<<lOI<Q<<<t.:IlOIlIlt.:l< 1Il<lIllOllOlllllll<..<<~~.uu<~<.<<<<~<u< N N Q C ... < - < III .... < QQ -.... CQ mm ~~ mm ~~ !I ~ !I ~ 1"'4 1"'4 1"'4 1"'4 1"'4 1"'4 ii ~~ ii ~~ a" ~ .. a ~ 1"'4 1"'4 1"'4 " 1"'4 1"'4 NNNNN NNN III III III 1Il......IIlQ <<Iliil <c < < <t.:IlJiIlIlc.J < ~<~~w~~<~"~~~""""""'" 1Il1ll<<......IIlc.Jt.:I~IJiI<IIl<<<<Q<t.:I< 1Il1ll1llc.Jc.J...............<IIlIJilIJil<...<<C<CIIl<<t.:IC<IIl< """""""""""""'" IIlIllQQC...lOIC......<<IJiIIJiIIIl...<<C<<<<<<c.J<1Il1ll 99999~~~~~99~~9~~~~9~99999~~~ ~~~4~NNNNN~~~~~NNNN4N~~~~~~NN I g g g g ... ; ~ j;! j;! j;! ~ j;! ~ '. >~~>~~~~~~~~ ~~ ~~~~~~~ illillllllll~~II;;!!iiiiiili~ , ~ SSO~~8o~~~~i~~~g~~~a~~~~~~~GG 31-31 ~ =-- ... ... -3 g J 1 ! r ! I 1 ! J ~ ! J ~ 1 ~ i J i J 1 .... 1 ~ .. ! ~ .! ! li i ! i 1 i ! 6 ~ " N '" In addition, the intersection improvements identified using this method also more closely conform to the roadway improvements previously identified. Tables 31.20 and 31.21 provide average annual and peak season intersection improvement summaries, respectively. Improvements are identified at the intersections of Congress A venue/Old Boynton Road and at Congress Avenue/Boynton Beach Boulevard. G. What steps will be taken in the planning and design of the development to expand existing and proposed public transit systems? Also, what facilities, services, and/or constraints will be provided on-site to foster utilization of mass transit? Refer to internal design, site planning, parking provisions, location, etc. The DeBartolo Corporation actively supports increased transit use and has worked with a number of local transit agencies in Florida to provide access to their regional mall developments. They may be expected to cooperate to the maximum extent possible with Boynton Beach/Palm Beach County officials in providing transit service to the development, when transit service is available. All primary access points and internal circulation roadways have been designed and constructed to provide sufficient geometry to accommodate transit vehicles. At this time, private transit is available at the mall during the peak season. This service is provided by local businesses with the permission and cooperation of the DeBartolo Corporation. Due to the fact that this service is seasonal and limited, the transportation analysis presented in this document has not considered a modal split. Thus, all traffic to and from the mall has been analyzed on a private auto basis. 31-32 I . I I g~l: u u III Q III III U III Q U tJ tJ U IS I ~ II 15 i -c -c -c .a-c ~ -c ~ li~ -c < < - - - ~i- - - - - lI: lI: lI: lI: lI: . lI: . .-4 ~ =Cl ~ ~ I I I . I i II ~UI u Q III III Q tJ tJ tJ tJ U III III tJ 3 Iii -3 In S GlI I I~ 0. I II ... .-4 I~ ~ ~ ~ < ~ =a< -c -c -c ii~ < -c 0 ~i~SI a~ ~ i ...... !: !: .... g 1:1" ~.. -c =a-c -c -c -c .. !: !: 1:1 -c -c ~ ! I i~ - gi- - - - I~g g - - :c . . . :c . ~ ~II ef ~ .-4 I li2 I .. I;!: In I = I let a i GlI I 0. N .-4 ~ ~ .-4 .... N 3 il! ~ I ." 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Ii! gj !:! .... 0 ... .... .. j ... ! ~ N !E ~ I i !Es to) llQ llQ Iloo llQ llQ to) llQ f"l to) to) llQ to) - - - - - - - - - - - - - ~ fI Q llQ llQ f"l < llQ llQ < f"l Q Q to) Q ~ 004B .8 ... ~ ... ~ en I i ~ g .... I ~ I ~ .. 'i a I I ... i -- i !:. ~ ~ i fa 'PI 'i I .... e i ....... ....... a I J ~ '" '" ~ 0- 0- Q, ~ ~ ~ I I N .... .... a s ~ ~ ~ ~ i I ~ ~ ~ ~ ~ ~ ~ ... I i i i ~ ~ I I I I .. I i I ) ! ~ ~ ~ ~ &! ! Q ...; ... ..; 004 N .... ...; ... ..; . .,; .0 . cO 0. ~ " 004 004 004 004 31-34 P ART III: SPECIFIC DRI INFORMATION 43. SHOPPING CENTERS A. Indicate whether the tenants of the proposed shopping center will be new to the region, establishing a new branch in the region, or relocating within the region. Specify by type of trade. The addition of a Sears department store to the Boynton Beach Mall will provide a new branch in the region. This store will also provide area residents with the convenience and serviceability associated with this general merchandise full-line department store. As stated previously, the nearest Sears to the north is located at the Palm Beach Mall, a distance of 16 miles. The nearest Sears to the south is located at the Town Center of Boca Raton, a distance of 14 miles. B. Describe the primary and secondary trade areas which the proposed shopping center will serve. Estimate annual sales to customers by county of their residence. The Boynton Beach Mall's primary trade area is within Palm Beach County. The secondary trade ar'ea would extend to all of Palm Beach County. The primary trade area extends approximately lO miles north to Forest Hills Boulevard, four miles east to the Atlantic Ocean, ten miles south to Clint Moore Road, and six miles west to U.S. 441. The primary trade area represents the area from which 85 percent of the center's volume is realized. c. If available, what will be the cost range per unit or square foot for tenants to occupy the site? Not available at this time. 43-1 REFERENCES Areawide Clean Water Management Plan, Broward County, Florida - Prepared by Broward County Planning Council, 1978. 2 An Assessment of Stormwater Management Programs, Draft Final Report, Prepared for FDER by Camp, Dresser and Mckee, 1985. 3 Development of Regional Impact Application for Development Approval and Complex Source Permit for the Boynton Beach Shopping Mall, Palm Beach County, Florida, November 1973. 4 Florida Game and Fresh Water Fish Commission - "0fficial List of Endangered and Potentially Endangered Fauna and Flora in Florida," July I, 1987. 5 Florida Land Use and Cover Classification System: A Technical Report, Florida, Department of Administration, Division of State Planning. 6 U.S. Department of Interior - U.S. Fish and Wildlife Service - "Endangered and Threatened Wildlife and Plants" (50 CFR 17.11,50 CFR 17.12), April 10, 1987. 7 U.S. Geological Survey - "Appraisal of the Water Resources of Eastern Palm Beach County, Florida" - by Larry F. Land, Harry G. Rodis and James J. Schneider - Open File Report 73006, 1872. -....~.....-~IIIio.o:.;......~~~.....- ""'.,-,..' "XI'~' ~ ............ .u'".......'.,."'.-. .. ... .'J....... _J' '.'i '-;' ~., .. '" -_:"''1.. . '.~.. . APPENDIX A DEVELOPMENT ORDER AND RESOLUTIONS ,-'~..-....., ~<~,_l....oi,L.o' ORIGINAL DEVELOPMENT ORDER Palm Beach County Resolution No. R-74-343 May 7, 1974 and RESOLUTION APPROVING ZONING PETITION Palm Beach County Resolution No. R-7S-297 May 7, 1974 ,- 'lk k" /" ) fR"1 ~ rt/J'fIKl;5> I). ~$C 0 II' (' 1?1)? ,( ~ RESOLUTION NO. R-711- 343 RESOLUTION APPROVING DEVELOPMENT OF REGIONAL IMPACT .___JO WHEREAS, the Board of County Commissioners, as the governing body, pursuant to the authority vested in Chapter 163 and Chapter 125, Florida Statutes, and Chapter 70-863, Laws of Florida, Special Acts of 1970, is authorized and empowered to consider petitions relating to zoning; and WHEREAS, the Board of County Commissioners, as the governing body of local government having jurisdiction, pursuant to Chapter 380.031 and Chapter 380.06, Florida Statutes, is authorized and empowered _0 consider applications for development approval of developments of regional impact; and WHEREAS, the notice and hearing requirements as provided for in Chapter 402.5 of the Palm Beach County Zoning Code Ordinance No. 73-2 and Chapter 380.06 (7) have been satisfied; and WHEREAS, Petition No. DRI-74-2 was presented to the Board of County Commissioners of Palm Beach County at its public hearing con- ducted on 25 April 1974. NOW, THEREfORE, BE IT RESOLVED BY THE BOARD Of COUNTY COMMIS- SIONERS OF PALM BEACH COUNTY, FLORIDA, assembled in regular session this 25th day of April, 1974, that Petition No. DRI-74-2 by The Edward DeBartolo Corporation for development approval of a development of regional impact of a parcel of land lying and being in Section 19, Township 45 South, Range 43 East, more particularly described as follows: a tract of land beginning at the Southwest corner of Tract 38, as shown on the plat of Section 19, Township 45 South, Range 43 East, recorded in Plat Book 7, page 19; thence run North 00 51' 51" t-lest (assu~ed), along the West line of its Northerly extension of said "'~act 38, a distance of 1332.2.7 feet; thence run South 870 58' 21" West, a distance of 20.0 feet; thence run north 0051' 51" ~'Iest, a distance of 1191.31 feet; thence run North 880 S' 26" East, a distance ;' of 1800.0 feet; thence run South 00 59' 39" East, a distance of 472.86 feet; thence run North 880 5' 26" East, a distance of 750.84 feet; ." thence run South 00 59' 39" East, a distance of 90.01 feet; thence run South 880 5' 26" West, a distance of 856.73 feet; thence run South 430 32' 54" West, a distance of 57.02 feet; thence run South 00 59' 39" East, a distance of 529.99 feet; thence run South 460 27' 6" East, a distance of 56.11 feet; thence run North 880 5' 26" East, a distance of 856.73 feet; thence run South 00 59' 39" East, a distance of 90.01 feet; thence run Sout:h 880 5' 26" West:, a distance of 856.73 feet; thence run Sout:h 430 32' 54" West, a distance of 57.02 feet; thence run South 00 59' 39" East, a distance of 529.99 feet; thence run South 60 27' 6" East, a distance of 56.11 feet; thence run North 880 5' 26" East, a distance of 856.73 feet; thence run South 00 59' 39" East, a distance of 90.01 feet; thence run South 880 5' 26" West, a distance of 856.73 feet; thence run South 430 32' 53" West, a distance of 57.02 feet; thence run South 00 59' 39" East, a distance of 581.62 feet; thence run North 890 46' 34" West, a distance of 1640.0 feet to the Point of Beginning. Said property located on the south side of Lake Worth Drainage District Boynton Canal and on the west side of Congress ." Avenue, containing approximately 103 acres, was approved as advertised, subject to the following special conditions: Developer shall: 1) provide continuous left ~urn lane on Congress Avenue from south of State Road 804 to just north of project; 2) provide channelized right turn lanes on Congress Ave- nue into the three (3) entrances to Congress Avenue north approach; 3) install signals at all entrances to the site except the west entrance and Old Boynton Road; 4) provide at the intersection of Old Boynton Road and /' Conf,ress Avenue: a. left turn lane south approach b. signalization installed by developer; 5) provide at the intersection of State Road 804 and ." -2- 1 / , ,J' , ' entrance road extension: a. right turn lane east approach b. left turn lane west approach c. right and left turn lanes north approach; 6) provide at the intersection of Congress Avenue and State Road 804: a. signalization up-graded by the developer b. right, thru, and left turn lanes all approaches; 7) a~l signals on Congress Avenue shall be progressive linked; 8) receive approval of drainage from the Lake Worth Drainage District; 9) preserve the pine area located on the subject property; 10) Boundary Plat shall be filed. BE IT FURTHER RESOLVED that a copy of this resolution (Develop- ment Order) shall be transmitted to the State Land Planning Agency, the owner or developer (petitioner) and a courtesy copy furnished to the South Florida Regional Planning Council. The foregoing resolution was offered by Commissioner vleaver who moved its adoption. The motion was seconded by Commissioner Warren , and u~on being put to a vote, the vote was as follows: Robert F. Culpepper E. W. Weaver Robert C. Johnson George V. Warren Lake Lytal - Aye - Aye - Aye - Aye - Aye The Chairman thereupon declared the resolution duly passed and adopted this 7th day of r.~ay , 1974, confirming action of 25 April 1974. APPROVE/) t,S Tf) F(l~i,1 MJD l "'-;',1 ~"rc'(-"".,,( ~r -_"..,...r.., -~, ,S~~ . ~:.lu .. .:::=. .."::::->---":5-~ -. :':1 :." :'j :L S'I~:I! . CUU;;~1 /,t.:-i;l\:j PALH BE^CH COUNTY, FLORIDA BY ITS BO^RD OF COUNTY COHMISSIO:~ERS JOHN B. DUNKLE, Clerk -3- 1 ~ . . ...;.--'- , f . / l I I ", I .0 '0 RESOLUTION NO. R-75- 297 ..., RESOLUTION APPROVING ZONING PF'rITION HIIl:REAS, the Board of County COlluTtiss:.oners,. as the governirlg body, p'.lrsuaut to the authority vested in Chapter 163 and Chapter 125 t Flod.de S.tatutc~s, and Chapter 70-863, Laws of Florida, Special Acts of ~970, i~; au'thorized and empowered to consider petitions relating to :-;onl.nr,; and WHEREAS, the notice and hearing requirements as provided for in COLlptcr :~02. 5 of tht.: Palm Beach County Zoning Code Ordinance l~o. 73-2 have bc'~r, sc.tisf::'t:ld; and 1'1J-lEREAS, Petition No. 75-40 was presented to the Board of County Cor!1];".issior:el't, of Palm Beach County at its public hearing conducted on :r~~; i.pd.] ).975. fiCM, THEREFORE, BE IT RESOLVED BY 'l'HE BOARD OF COUNTY CO,1H!S- SIO:;Er:s or PAL!1 BEACH COUNTY, FLORIDA, assembled in l.'egular session ..."" :' thi5 2lTth day of April, 1971i , that peT.ition i.jt>. is-If';, toe petition or HOHARl'-BOYi':TOE .':'S:';OCIATI:S by Arthur 'r:.. B<~rr'o(l> AT.torney, for the REZONING. FRON AG-AGRICULTURAL DISTRICT TO CG -Gr:riERAL COMHERCIAL DISTRICT AND THE FUK'lHER SPECIAL EXCEPTION TO AL!.OH THE EXPAHSION OF THE REGIONAL SHOPPING CENTER KNOHN AS BOynTON BEAc:.H El\,),L on a parcel of land lying in Section 19, TO\mship If5 South, Ranee ~3 Esst, according to the plat recorded in Plat Book 7, on page 19, more par'ticularly described as follows: commencing at .the Southeas'(: corner of s;;.~d Sectio:l. 19; thence North 00 59' 39" \'lest, along the East line of said Section 19, a distance of 12'J2.20 feet to a point .^ in the Easterly Projection of the Northerly r'ight-of-way line of Olel ..~' :. Boynton F;oad; thence North 890 46' 31l" \Vest, along 'the fluid North '. a' right-of..way line of Old Boynton Road, a distance of 097.55 feet to c Point of Beeinning of the parcel to be hCI'cin cle5cl~ibed; .thence N ",.... . ", :'0' 34" \-lest, along said NOT'th r'ight-of-\-1ay line, .30 feet; thence North 00 59' 39" \'lest, and purallel ..."" I ., /./. ... ~ ~/~ o o . /. .. thence run South 00 59' 39" East. a distance of 90.01 feet; thence run S~)uth 8805' 26" \~est. a distance of 1)56.73 feet; thence run South ~30 32' 54" West, a distance of 57.02 feet; thence run South 00 59' 39" Ea~t, a distance of 529.99 feet; thence run South 460 27' 6" East, a distance of 56.11 feet; thence run North 880 5' 26" East. a distance of 856.73 feet; thence run South 00 59' 39" East. a distance of 90.01 feet; thence run South 880 5' 26" West, a distance of 856.73 feet; thence run South 430 32~ 54" West, a distance of 57.02 feet; thence r~n South 00 59' 39" East, a distance of 529.99 feet; thence run South 4fiO 27' 6" East, a distance of 56.11 feet; thence run North 8Bo 5' 26" East, a dist~nce of 855.73 feet; thence run South 00 59' 39" East. a diatance of 90.01 feet; thence run So~th 880 5' 26" West. a distance of 856.73 feet; thence run South 1;30 32' 53" West, a distan~ of 57.02 feet; thence run South 00 59' 39" East, a distance of 581.62 feet; ther.ce run North 890 46' 34" \oJ.est, a distance of 1640.0 feet to the Point of Be8inning. Said property located on the south side of Lake Worth Drainage DiGtrict Boynton Canal and on the west side of Congress Avenue, containing approximately 103 ac~es, was approved as advertised, subject to the following special corlditions: Developer shell: 1) provide continuous left turn lane on Congress Avenue from south of State Road 804 to just north of project; 2) provide channelized right turn lanes on Congress Ave- nue into the three (3) entrances to Congress Avenue north approach; 3) install signals at all entrances to the site except the west entrance and Old Boynton Road; 4) provide at the intersection of Old Boynton Road and Congress Avenue: a. left turn lane south ~pproach b. signalization installed by developer; 5) provide at the intersection of State P-oad 804 and, cntr~nce road extension: -2- -------- -.- - ,-----_. ----.--------------.. I - - ---------_...'--"~._--,.... " () () 1',/' ,. ~ to the East line of said Section 19t a distance of 350.0 feet; th0.nc~ South 1110 116' 19" East t a distance of 207 feet; thence South 00 S9' .."" 39" Eastt and parallel to the East line of said Section 19, a distancE of 150 feet to the Point of Beginning Aforedescribed. Said property located on the north side of Old Boynton Road approximately 800 feet west of Congress Avenue, was approved as advertised, subject to the following special conditions: 1. Prior to the issuance of any building permits, the develo?~ er shall convey to Palm Beach County, the develop~ent access Road running from Old Boynton Road to State Road 804 (Boynton \-lest Road). 2. Developer shall execute a Unity of Title on the subject property and the property covered in Petition No. 74-60. The foregoing resolution lolas offered by Commissioner l:ed1.en lo1ho Elovad it's adop.tion. The motion was seconded by COlllJ"!\issio',.er Jo~mson , and upon being put to a vote, the vote was as fo110,';5: E. W. Heaver Lake Lytal Rob~rt 'F'" C1\1f'epper T~cb-.:::-''''''' c:. :...r u.:.;....!:.::ion - Aye . - Aye - /lye ..", - J.i.JO-: William Nedlen - Aye The Chairman thereupon declared the resolution duly passed and adopted thi8 6th t 1975, confirming action day of J.iay of 21f April 1975. PALM BEACH COUNTY, FLORIDA BY ITS BOARD or COUNTY COMMISSIONERS JOHN B. DUNKLEt Clerk " . .' t.. . t\ \ ; ~o .... l:C ~.. .-") '7/ /r,..:.~ ,.. ' . BY~Jc~_u....J ~~ Deputy Clerk '.. ." ';...: I:: \; - . ". . ... :.,. ~..~ ~,:~o ,': ~ .. .. , .' .. " ~ 0 :. .,' ~ 0 0 00.. ~, .' -2- APPROVeD ^S TO FORM ^NO' I.EG,\L_SUrrICIEN~Y ;. ,: ) /' ;,..{.,,;;,I,.( . .... COUNT\' i~~ToRN~ .... ~~...-...;:...~~---...;,...~~"-)'......._",--~...:".,.>.:,.."-",~;";:".".,,,~,,,,, .Joo<~M"" 1_~~_~""~~~._~'.a~_"""""".""""-'-"".J.kW_.... f...._.................~J-__,.-'-_-.-"o.1._ ---"~~ ,...a... " ~ \,J o \.... a. right turn lane east approach b. left turn lane west approach c. right and left turn lanes north approach; G) provide at the intersect~on of Congress Avenue and State Road 804: a. signalizat~on up-graded by the developer b. right, thru, and left turn lanes all approaches; 7) all signals on Congress Avenue shall be progressive linked; 8) receive approval of drainage from the Lake Worth Drainage District; 9) preserve the pine area located on the subject property; 10) Boundary Plat shall be filed. The foregoing resolution was offered by Commissioner Lytal "lho moved its adoption. The motion ..las seconded by Commissioner Warren , and upon being put to a vote, the vote was as follows: Robert r. Culpepper ~ Yea ~a.k:: LXtu.l - Y~3 :.... L.,.. ''':.~3V~!'' - ;:2'; Robert C. Johnson George V. Warren - Yea - Yea The Chairman thereupon declared the resolution duly passed and adopted this 7th day of t-:ay , 1974, confirming action of 25 April 1974. t.rr;:::__:~r; : 3 i~ FG"',\ I,:;;) ~\-'4~i~'~~'''~ -\X:,~~ -j-c::;~~.~-~-~ , . -. t' (' . ..' ...'. .>. ,.;'1.311 CC::'.lj l.h:rni!:I PAL!1 BEACH COUNTY, FLORIDA BY ITS BOARD OF COUNTY COl-lMISSIONERS JOHN B. DUNKLE, Clerk By (2 ~dL /.,."f' ~((1.tue;,'L- ~eputy Clerk . -~- ,. RESOLUTION APPROVING ZONING PETITION Palm Beach County Resolution No. R-78-1132 September 12, 1978 .' ( - (. ... .-. RESOLUTION NO. R-78-1132 RESOLUTIO~I APPROVING ZONING PETITION ~ \'lHEREAS, the Board of County Commissioners, as the govel'nillg body, pursuant to the authority vested in Chapter 163 and Chapter 125, Florida Statutes, is authorized and emp~wered to consider petitions relating to zoning; and WHEREAS, the notice and hearing require~ents as provided for in Chapter 402.5 of the Pal~ Beach County Zoning'Code Ordinance No. 73-2 have been satisfied; and \olHEREAS I Petition No.. 78-190 \-Tas presented to the Board of County COII'.r.lissioners of Palm Beach County at its public heal"'ing cOlldm:tcd on 24 August 1978. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMIS- SIONERS OF PAW BEACH 90UNTY, FLORIDA, assembled in regular session the 21l"th day of August, 1978 , that petition Ho. 78-190 the petition of HOMART-BOYNTON ASSOCIATES, n:c. by Dick A. ..., \. Greco, Jr., Vice President, for Boynton Beach, Inc., Agent, for n SPEC! Al. ) EXCEPTION TO ALLOioi A REGIONAL SHOPPING CENTER UrCLUDIIIG AN AUTO:-lOTIVE SERVICE CENTER, WASTE \o!ATER TREATMENT FACILITY AND FINANCIAL INSTITUTION ~.;rTH DP-IVE-t.'P TELLER t-!INDC',lS on a parcel of land in Section 19, Township 45 South, Range 43 East, being more particularly cescribed ~s follows: 3eginning at the South~'Test corner of Tract 38, as sho\m on the plat of Section 19, Township 45 South, Range 43 East, recorded in Plat Book 7, page 19; the:lce run }lort~ 0051'51" \-lest (assumed) along the \'!est line of and its Northerly extension of said Tract 38, a distnnce of 1332.21 feet; thcn",;e run South 87058'21" \'lest, a distance of 20.0 feet; thence run lIorth 0051'51" \-lest, a distance of 1191.31 feet; thence run North 88005'26" East, a distance of 1800.0 feet; thence run South 0059'39" East. a distance of 472.96 feet; thence run North 88005'26" East, a dista:lce ..., I ( ( " nf 750.84 feet; thence run South 0059'39" EAst, a ~istance of 90.01 feet; thence run South 88005'26" West, a distance of 856.73 feet; thence run South 43032'54" \4est, a distance of 57.02 feet; thence run South 0059'39" East, a distan~e of 529.99 feet; thence run South 46027'06" East, a distance of 56.11 feet; thence run ~lorth 88005'26" East, a distance of 856.73 feet; thence run South 0059'39" Eas~, a distance of 90.01 feet; thence run South 88005' 26" \'lest, a distance of, 855.73 feet; thence run South ~3032'S4" West, a distance of 17.02 feet; thence run South 0059'35" East, a distance of 529.99 feet; thence run South 116027'06" East, a distance of 55.11 feet; thence run North 88005'26" East, a distance of 856.73 feet; thence run South 0059'39" East, a distance of 90.01 feet; thence run South 88005'26" West, a distance of 856.73 feet; thence run South ~3032'54" West, a distance ot 57.02 feet; thence run South 0059'39" East, a distance of 231.62 feet; thence run South 14046119" East, a distance .of 207.00 feet-; thence run South 0059'39" East, a c.istance of J~O.OO feet; then=e run l~rth 890116'311" West, a distance of 1689.30 feet to ~he Point of Beginning. Said property located on the west side of Congress Avenue (S.R. 807) and on the north side of Old Boynton Road in a CG- General Cor.v:.ercial Dist:,'ict, loias approved as amended per the petitioner's l'equest to D::LETE THE WASTE \olATER TREATMENT FACILITY' AND THE rII1AtlCIAy IHSTITUl'ION HITH DRIVE-UP TELLI:R \HlIDWS subj ect to the following conditions: 1. Petitioner shall construct Congress Avenue as a fou~-lane road~o/ay with median from Access Road "E" through the inte~- section with New Boynton Road (S.R. 804), (" 2. Petitioner shall construct at the intersection of New poynton Road (S.R. 8011) and Congress Avenue: a. Dual left turns north and south appro~ch. b. Right turn lane east approach. 3. Petitioner shall construct at the intersection of Old Boynton Road and Military Trail: a. Left turn lane north a?proach. b. Left turn lane east approach. c. Right turn lane south approach. If. Petitioner shall construct at the intersection of Kew Boynton Road and Military Trail: a. Right turn lane south approach. I .,' ~ . \. 5. Petitioner shall construct Ne~ Boynton Road as a four-lane roadway \o/i th media.n from Cong:-ess Avenue to Access Road II B" . 6. Peti tioner shall construct at the intersection of Ne\ol Boynton Road and ~fall Access Road "B": a. Dual left turn lanes and right turn laie north approach. ~ b. Left turn lane west approach. c. Right turn lane ea.st approach. 7. Petitioner shall construct at the intersection of Old Boynton Road and Access Road "B": a. Left turn lanes north and south approach. b. Left turn lane west approach. c. Right turn lane east app:-oach. 8. Petitioner shall construct at the intersection of Old Boynton Road and Access Road "A": a. Left turn lane west approach. b. Two-lane approach north approach. c. Right turn lane east approach. 9. Petitioner shall construct at the intersection of Old Boynton Road and Congress Avenue: a. Right turn lane east approach. b. Left turn lane all approaches. 10. Petitioner shall construct at the inte:,section or CC1ngress Aver.u(~ and Access Roads "E", "D\1., and "C": a. Left turn lane south approach. b. Right turn lane north approach. c. Right and left turn lanes west approach. 11. Petitioner shall construct a~ the intersection of Old Boynton Road and.New Boynton Road: a. Right turn lane east approach. b. Left turn lane north app~oach. 12. Petitioner shall install signalization at the following inter-~ sections with the initial phase of construction: a. Congress Avenue and Access Road "D". I .b. Ne\07 Boynton Road and Access Road "B". c. Old Boynton Road and Access Road "B". d. Old Boynton Road and Congress Avenue. e. Upgrade existing signal at New Boynton Road and Congress Avenue. 13. Petitioner shall install signalizatio~ when wa:,ranted, as deter::lined by the. County Engineer, at the follo\,ling(-intersectio.,s: a. Congress Avenue and Access Road "C". b. Congress Avenue and Access Road "E". c. Old Boynton Road and Access Roac "A". 14. \oli thin ninety (90) days of the Special Exception approval, petitioner shall convey to Palm Beach County: a. Sixty (60) feet from the cer.terline for the ultimate right-of-way for Congress Avenue. b. Forty (40) feet from the centerline for the ultimate right-of-way for Old Boynton Road. 15. Petitioner shall construct a~ the intersection of I-95 at Boynton West Road: a. Dual left turn lanes south approach. 16. The four (4) easterly out parcels shall be in unified d~v- eloprncnt with the site of the subject Special Exception. ~ I , ' . ,. ~ ';. . . (- (- 17. Peti tione:, s.....l1 provide ninety percent \ :10%) opaque landscape screening along the west property line, said landscaping to be planted prio:, to any site work. 18. Petitioner shall provide a five (5) foot limited access easement along the west property line to limit access to Javert Street. .-" . -," 19. No additional buildings than those shown on the Site Plan, Exhibit No. 12, on file in the office of the Director, Department of Planning, Zoning & Building, with particUlar regard to the western portion of the subject site, shall be allowed on the subject site without Public Hearing reconsideration by the Pa.lm Beach County Planning Commission and Board of County Co~ission. 20. Petitioner shall dedicate twenty (20) feet for Javert Street along the entire western boundary of this develop~ent, provided said right-of-way is not needed for drainage or internal site requirements as per the existing Zoning Code. Commissioner !-!edlen , moved for approval of the petition. The motion was seconded by Commissioner put to a vote, the vote was as follows: Peggy Evatt, Chairman Bill Bailey, Vice Chairman Lake Lytal t.lilliam Hedlen Dennis Koehler Lyta.l , and upon being Absent Yes Yes Yes Absent The foregoing resolution was declared duly passed and adopted this 12th day of Septe..~ber , 1978, confirming action of 24 August 1978. PALM BEACH COU1ITY, FLORIDA BY ITS BOARD OF COUNTY C0i1MISSIONERS JOHN B. DUNKLE, Clerk APPROVE AS TO FO~~ AND LEGAL SUFFICIENCY By ~~ ~ ~SJ~""'-C'~ J [) ',:';. (jDeputy qrerk \:) , I f..:' .::.. ..... ...... ~. ;..:1 I I~' ...... . t:~ ,. ~ : .' . ; ~/ "..,;. -. :. I' -- . ~'. I . .... ". ...' .;J .. J ....;; ,: (' ... ., '.... .' "'.1 ::f f.(. .: COU.lty Attorney .. t:. '.~. I Palm Beach County Resolution No. R-81-16S2 December 22, 1981 and AGREEMENT .FOR ROADWAY IMPROVEMENTS December 22, 1981 , ;: I; RKSULUTIO~ NO. R-Bl-1052 iI I, ;1 RESOLUTIO:I OF TilE BOARD OF' COUNTY CO~1l1 [SS ro:lERS OF PALN BEACII con::TY. F1.0RID,\ TO KXI~CUTI: TilE ATTACHED AGREEHEn Br::n-:n:~ TilE COU:-ITY AIm 1I0:-lART BOYNTO:-l ASSOCIATES/EDI{AI~,) J, DE': BARTOL.O CORPORATION. I i: I .., ~IEREAS, Palm Beach County adopted Resolution No. R-78-l132 for a Special Exception to allow a Regional Shopping Center, and j: , , , ; j: ,I WHEREAS, said Resolution contained numerous conditions of approval relating to traffic impacts, including major construction on Congress Avenue and Boynton West Road, and :, :1 " l I' i I; , il I: WHEREAS, Palm Beach County is proposing to construct Congress Avenue and Boynton West Road in the vicinity of th~proposed Mall, in- cluding construction which is the obligation of the Developer under said Resolution, and :, b I. n p !i " WHEREAS, it is proposed that Palm Beach County accomplish a number of the roadway and traffic related conditions imposed by said Resolution in return for pa)'ment in the amount of $1,700,000, and !: ii I, i: i' WHEREAS, it is the recommendation of the County Engineer that the Board of County Commissioners enter into this agreement, and ; ~ ~ j, WHEREAS, it is now necessary for the County and the Developer to enter into a contract setting forth their respective rights and duties for the improvements as fully set forth in the attached agreement, whi~ is incorporated herein by reference. " I, " Ii !; NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY cm!:'IIS- SIONERS OF PALM BEACH COUNTY, FLORIDA that the foregoing recitals are adopted in their entirety and the Chairman and the Clerk of the Board of County Commissioners are authorized to execute the attached agreement in duplicate. I: ii " I " .; I, I I' ~ j The foregoing Resolution was offered by Co~~issioner Koehler' who moved it adoption. The motion was seconded by Commissioner Bailey, and upon being put to a vote, the vote was as follows: Ii i; " ( FRANK H. FOSTER NORt~N R. GREGORY PEGGY B. EVATT DENNIS P. KOEHLER BILL BAILEY - Aj'e - Aye - Aye - Aye - Aye ~ ; H The Chainnan thereupon declared the resoiutic.n dul)' passed and adopted this 22nd day of Decembe!" , 1981. APPROVED AS TO FORl'1 AND LEGAL SUFn~CIENCY ",/ .---:7 /-~F/' . ~...."',.,..~~/ County Attorney i ~ " " I ii II 'I \. 'I I: d \\ II PAUi Br.ACH COUNn. F~.0RIDA, BY ITS BOARD CF ("'..INTI C\1~IMISSlm:E: JOliN B. r.UNKLr., CIE>rl( r:'y -, ~,'. . /i.' . '" ,. . lIy., , /,', " (_ /, . , Deputy: Cleric. """" I ,_~~,"_I"'._"""""""'\. ~'. ..........:............'-,1:..,...o..-'""~_,,~,___..:-....;.._''"'_..:_ .,~....,-",-;:..;......_~.:,;,.,.~,:......~...~~~...:..:..~~~......;~:,-;"""_""",,,':.:;..,.........O-:........~:........:;.o.., _~..'.....~....,........:...~.......r,~~~'-:......:..i-.t-~..........:...._ ~--..;.....~""'..~'-'~....:~_...:~------.~-..;.:'..- ;~~~>.:..:.>:~.:;.:. ::'.,:~ ;,/),\:.01.: !..: .":~;.'.:.::.~..::i TliiS ,\:";HE:~~:'iS:,j':', :'~...H.1I: ....1:; .Jd_ CLlj ,)LY~~"~"""".};':fJ, 19 iJl . nJ' anJ i).~ t '.ole '? n PI,:",'1 UE.\CH '~OlJi,TY, a p';:lll t ica 1 sue:ll'!ision of t:1e Stat(l of norida, r,erein ref~rr""d to as "COU~J7'{" and ,iO;'li,itT-BOY:JTOtJ ASSOCIATES, and Si).':I,lW J. De8;,itTO:"O CORPOKI\TIO:-;, COl-?,?'", t ,<,n:; '?;.: ll'; t in'j vlhl,?t" tile la'.:5 of the St.ate of r1.?rlda, hCl'i?ln r'~('~t'::,?j to a::; "O!;;'/El.O?Sl{". ;'lH!::itEAS, on Se?telOber 12, 1970, the nO.:lrd of County Co;;;,:lissioncrs of ?alm B~uch County approvcll tl;C ?(It:tion of Homart-Boynton KSl';ociates, by Rel';olution No. R-70-1132, for a Special r; ':Co:l,H ion to allo',"" a Regional Shoppin;;J Ct!nter 0:1 propt:!rty located on the ;;est side of Cong1.""ss ,\venue and e:l the i';ort!l side of Old 30ynton Road, said approvul containi:':g nUr:lel-OUS conditions of approval rel.:lting to tr3f~ic k,pacts t:1<!t ''''c:r',: real';or.a:)ljl cal-:u.!.ated to ix~ caul';ccl by t:;.e pt-o?os.:::d dev~.!.op~ent; and .'lHEREAS, DEVELOPER no... seeks to annex th~ project int.") ,the City of Boynton Be<lch pur::;uant to rlorida Statut<:l';, Ch""ter 171; and \~HEHEA';, Florida Statutes, Section 171.062(2) provides that, if any area to be <In:1exed into a municipalit~. was s~bject to County Zoning Regulations, the;1 said reywlations shall relRaln in full aEtect until othennse ?ro~ide6 by la~; and \HIEREAS, Florida Law provides that th~ mur,icipality into '...!lieh th.e annexation is sought is net aut.horized to increase or decrease the intt:!nsity of the Zoning per:nitt-=cl under the County's reyulation for a period or t.",o ye.:lrs unJ.~sl'; the proposed chan'~e is at,proved by the COU;lT'{; a::J \'lHERI::/\S, FloriJa S ta tu'tt:!s , Chapter 163.31')4 provid~s tilat aft~r a CQmpre:len::;i'/e Plan is adopt.~d OJ' a CO<lnty, elll dC'/(lloplRent underta};en by and all acti"r,s ta:';~n i:1 r(l:,;ac:J to dc'/elopl~,ellt orders :..ly t:~.e COU~'l'Y sllall eX; consil';tlo?nt witn the adopted ['la:1; and -------- 1 ~';ilEH~;..= I ?aL7". ~~-...lch \":<)\J:~t.' !~"\:I a.i....>p.:':') ~;\t.' 1 ')j\} Cor.-ll.n:~h~nsivl'"! ?t..:l:i "';Ii...:;~ c")ntd~n~; PI_'l"~OC::l,.:I;',CI: St~l:l.!.)rJ 1:0. J r<:'!,-!uit:"ing that all :naJor t;lOt:"qu<.Jhfar'~$ that S'~r'/'! .;l [)ro?oscd ?rojcct not <:'!I:ce~d r<:'!ason,lbl~ unc! s.:Ifc ~evcl, of scrvice ""'" our tng and I,;?on com?let ion of tile pt'Oj~ct; "nd \';IIl::r~E;"3, it is nolo! nt;lces;;.Jry fur uoti. pilrti~s to agt:""!'~ ~o cet:"tai.n ;..odi.flcations to the ot:"i,]inal Zoning PetltLon's conditions and to fully s(.!t forth tl1e respective "' '\ " " ". rights and obligations of each pc1t:"ty pnor to Palm Beach County's entry 0: an ot:"der approvin~ the i1nnex.:;tion under Florida Statutes, Section 171.062(2). IN WITNESS WHEREOF, the parties agree as follows: 1. DEVELOPER a9rees to pay the COUNTY One ,.\ill ion 5"'.....'"n rlundred Thousand Dollars ($1,700,000.00) or to provide a letter of credit Ot:" similar arralh]c:nent acceptable to tile COUN7Y upon which the COUNTY may dt:"a'w the s.Jm of One i-lillion Seven Hundred T~ousand Dollat:"s ($1.700,000.00) as needed, <:'!ither of sili..l arrangement to occur within thirty (30) dai's of t~c execution of this ,\:;r~ell\~nt. 2. DEV:::LOPER shall cause to bl? constructed the following roadway improve~ents at DEVELOPER'S expense. 80th .."" par':~es agree tOilt this COi"Cllnitmp.nt is only for thoe '- \.. construction of the im?rove~ents roequir<:'!d by Palm Deach County and that thoe a::quisition of dgh::'-of-'~'ay l;,clJdi:~:.J per:nanent and temporary eilscments in conncctior. \-lith said improvements other than on the DEVELO?ER'S pro~erty shall be the res?onsibility of t!le COUrITY. Utility relocation or ad]ust,n"-lnts withil' the t:idsting or LJro"ose:.l public dght-of- -..a';s associatp.d with these im!?l'ovc:~.-:nt:.s, if any, shall al50 be the COUNTY'S responsibility. All improve;n.:n ts in COUNTY rlght-oE-".iIay or .n"cils '....hich "ill b'~coln'" COUNTY ricJht-ot-'.....:li' und<:!:: the p'o~osed de'Jelopl11cnt rIan 5i1.:111 be con;;tructed as o"?scc-i:>,"d in paril'Jr.:l[Jhs 23, 20, 2c ilnd 2d :)'~l.::>'....: ... -2- '~,",~,,~~'-:l~~.~."'-"'-""-.;,y:.s.._-,'.. __.,.'............:~~ .........M..~"'-"......;I.,..;;..J.:..wr~.....".:'\...; ...b...'._~...,....::;;~~~....'_~...-' ~...~...'~:I..._~.."-"".~~_.-;::i,_...~.,::.:..::.........~ _.<...:::.,..;;..'-~--......-'_..;.;~....:.........,'""...~.!.;...~.....I..';......:.~_1<:.:.,.~!l.--:o..:...;....'''.,,;..-.. ,.;... .......',. ......<, ..ll 'l'L ': Ij S'j t.: ~:j i ~.:J .' I' \ : ''; ') I j -; .... ~. j L t~ ,i :.. . ~ " L:1t'?rSI!ctlon 0: :;,,;!H :~~)l.~t!)n : r)rl-I ,,~).j " I ,', .1.. l ,'tt;';': ~:; i. ,),Jd "i.l" {!:J~l l(:Et t'Jrn t,)Il'~~; cJi~j r~'-Jht turn ld;lL' Ilurt:~ .:J:)pr'.)Ll(:l1. ;)) The Dt::VELOPCR shull const("w..:t at the intersection 0: Old Boyn~on i\oaJ c.1nd :'1;Jll i\cces:i RO,iJ "U"; l ) L '.: ~ t t urn 1 ., 0 e 5 :1 0 r t n .:I 0 d sou t :~ ui'~ro,)ch. ; ~ ~ 1- ~ f \ .. . 1 ,_ - - - .. ]!\~ c) const('uct I ~"T ~I,)IU.O It.,) IS L-.q~~ ~L.At4 a t the ; 1 i ~ 2t~",:.L L...,i..1 .......,..:. . I . I 1.1 ~ ... __..... ..... ;-r: to::- the imrrovemen ts Eollo'...'s: i) be const('ucted as a with the possible and limIted cu('b a nj shall only be requ i (,2d wlJ<! n gutter is the i l ) The wi th ditch secti.::>n of StO("I:\ be are \,' i 11 cause ('oad'Nay to coy inee (' i oS that will ~ill be constructeo with 0:11:; nor-:nal the ;oossitlole 1 l;:-.it;<.l l;r.[.Jrovc,n.:1i ts ~Ul\ction i)('opr~('ly. i1 i) :'~'ld~I.'oJlk or ;)i,:e ;./) '\"pr ,.. o,...J )01] 'o~ "";""1011 . 'J. _ a; ;..I.h I;,. u. ....'... _.\ _-.1'- . p.:J',/e:~en~. -]- -...-..- ----.-. ------ .. \.~,..t..""i::o.....,,;~\.::L..r....~.:L-:.o...,J.~"""~':':::'_"";"').:~;~:~, ~~~. _.......}-.>-.A'..S~ '~.:.:.:..:': ;.'.-. ....~......:.l.,t.~,;~.~.'"r:~~ll....:..~:.A:.~~~l:;::.;..~, ...~\- - "';;~"'''~-;;;''',e~':i.._.,L.:.i",~,;,'., :~.....~ io_":~. ,~.:->.......~ t.~.~.<-..L~,....... -i;:,,_i'__ ......,.... :..,:.... .~"- _ ,," _~ ...l', :"':. __>-."--~..:.._._.. ~. te ~iSfYin rne~ : ~;tC"l':'1t il,htl:l'J. ~__. :::>torm '0W(~r unpr V0,nent ~ lln~ to extenslon eXl~t1n culv0rt c~lny. ..., v) 'J! ) vii) , the 3. The parties agree that the DEVELOPER will =FP..>C2.. Co.v. r:>.:D ,o~ construct a 't'we-lanel\connector rOdd on an % foot right-of-way provided by th~ DEVELOPER, sai~ road to be constructed to COUNTY standards and to be located between Old and New Boynton i{oads as shown on Exhibit "A" attached hereto. This road and the right-of-way shall be dedicate~ to the COUNTY and ac~erted by the COUNTY for maintenance and other purposes upon jilt.! V 2.IJ.A1J ..., completion. This roadway will be constructed as -e- t:at6l T~ a. section IN ~e..c.o"DlI\~ WIT~^1>,",""\,)~ ~ii'" t=lP~",~C ~ ?ol&.....~...~1l "IW"", ~ ~",... ",,:.... ~"""''1 i.1~HT pF to.I~'1 C"'.....,...IoI..T..'" Pe-'T t.'2."l-".... I ~~IJ"C> 1I/_!zq. 4. The COUNTY agrees that the obligations agreed to be undertaken by the DEVi::LOPl::R in Pal-agraphs 1 and "2 arc 1n l~cu of tne reyuircments relating to roa~way construction contalned within Resolution lio. H-7l:l-113"2 (attached hereto as Exhlbit liB"). The COUrny further agrees that the faithful performance and completion by the DEVELOPER of his obliyations shall relieve DEVE~OPER of the roadway improvement obllgations (with the exc~~tion of conditions 1-1,18 and 20) contained within Resolution No. H-78-1132. 5. In consideratlon of OSVELOPER'S comm1tments C0nt3111ed herein, COLJl!TY agrees to make the (ollolo.'ing roadway ~:n;;ro\/'~!:\L'llt..; at COUIJTY'S L'Xpcn5C suoJect to tl.l.' provision!; contalned within P.:lra':jrapll Y: -4- """'" . r l- .) I I')i:r. n(~.:Ich C"lUnt, ",1<111 constrllt.:t COlHJrr!S~; 1\ ven ue <I;; a Eo u r -1 .:Ine t-0aJ wa, ',.," l th meJ l.:l n [roll\ I\CCt! l> s ROdel "E" through the intersection with New Boynton Road (S.R. a041. bl Palm Beach County shall construct at th<: inter!';~ction of N~',J 8oynton Hoad (S.R. 804) and Con'~:-e!';s Avenuej r i ) 0 u all 'e f t t urn s nor t h and sou t h approach. ii) Right tllrn lane east approach. c) Palm Beach County shall construct New Boynton Road as a four-lane roadway with median from Congress Avenue to Access Road "B". d I Palm Beach County shall construct at the intersection of ;~e\~ noynton Road and Hall ;,ccess Road "B" j i) Left turn lane west approach. ii) Right turn lane east approilch. e) Palm Beach County shall con!';truct at the intersection of Old noynton Road and Congress Avenuej i) Ri~ht turn lane east approach. iil Left turn lane all approaches. f) Palm Beach County shall construct at the int<:rs<:ction of Congress and Access Roads "(:;" 1 "0" 1 and "C" j i) Left turn lanl.:! souti1 approach. i i) Right turn lane :north appl-oach. iii) Right and left turn lanes west approach. (as shown on Exhibit "C") g) pal:n Beach County s:lall constt-uct at tbe intersection of Old Boynton Road and New Boynton Road; i) Right turn lane cast approach. iil Le(t turn lanl.:! north aPPL-oach, h) Palm Beuch County shall install sl'jnalization ilt the foLlo~Jing intersections with ti,e initi,1~ phu:3e of construction of the main shoppin.:! mallj iJ Conrjl'ess I\venue and I\ccess Road "I)". ii) New Boynton Road and Access ROilU "B", -5- ...........-- ..- ..- r \. ili) Old L30yn tlJn Road anll /\CCI~SS Ro.1C1 " L3" . iv) Old Boynton Hoad and Congress ^v~nue. v) Upg rade existing siynal at I~ew Boynton Road and Congress Avenue. il Palm Beach County sha 11 install signallza- ~ tion wh~n warranted, as determined by the County Engineer, at the following intersectionl.l:! i) Congress Avenue and Access Road "Cu. ii) Congress Avenue and Access Road "E". iii) Old Boynton Road and Access Road "A". 6. COUNTY acknowledges and agrees that the roadway c~nstruction progra~ outlined in this Agreement is in lieu of O/p'-roadway obligation ~he^conditions set forth in kesolution 110. 78-1132 and that subJect to the voluntary annexation ot the project lnto the city limits of Boynton Ueach, Florida, the execution ot this Agreement constitutes official action by the COUNTY to relieve DEVELOPER of all remaining conditions (with exception of 14, IB and LU) in said Resolution. 7. COUflTY acknowledges that the roadway illlprove~ent program set forth in this Agreer.lcnt will bring the roadway ..., network serving this proposed development into compliance with Performance Standard tlo. 3 within th~ Palm Beach County Compr~hensive Plan and that 'Palm Beach County will not object to the voluntary annexation of the Shoppiny Center site including the easterly out parcels, all of which is described specifically in Exhibit "A", into the City of Boynton Beach, on the basis of traffic generation and will grant permission to annex the development according to the Site Plan (i::xhibit AI which includes the following modifications: a I Due to the requirements of Governmental Regulatot"y Authorities, the water retention areas have been sUbstpntially enlarged, thus enlarging the actual site of the center. However, this mod i f ication ~Ii 11 not tncrease the s'-!uilre footage of buildable area as originally proposed to Palm Beach County or as allowed by Chapter 3BO, Floriua Statutes, or a Development Ordcr issued thereunder. -6- -..I : .; :; .;:.:.:=:;= ;;....:; . = .: == = .: . ;ji 'f:I: .; !-, :.,) : :.: J ~ : l 1 _' '.' n t.; r ; ~ :.. : !.I ~ :':'..i :.l, . .~ .. . ! . I ... ~ .." ~:-:~t'~.J.3j:. t.) S.J':~::;~i' ~)11~'1'~1:~J !'':.iU~:'':,'.':It..::. i:~.1 ..' . ':.: r, J l1 .:; I ~i1=r:~C)3r: 0'11'111 Clot '.lf~~...:t th.:: ;j'id...lr"~ ["~Qt.djf': Ol l~-";~... :.l:jl<~ uL"C!..1 In the "roJ~ct as or t.,; intl11:,' prop0sc:: or as ,lll0.:ed :.J]' _=-d~:):'~::- 3co, fi0t:l.dc.1 St~~Jt.:$, or a ~J,.:.",,~:\)p:111~nt OrU02t" issu(;,: th8 r-:'J nJ..;o r. c) t.~e out i.Jur.-c~ls ....:;i:.:n c.1re tJ(',::sl:.ntly zoned Ag::icultural, ....i11 be rezoned'a! tl:e Citi of i3oynL)n Beach to Comi:1erc ia 1. The COUNTY specifically reserves the ritjht to co:n:r,ent on any Site Pl<ln off",r",d-to tile City of 3Q:"l1t.Jn i3cach at the ti;ne of annexation tl1ut contains :;i<)111fical1t :r.odiElcations other ti1ar. thOSe? set Eorth in subsections a, tl, or c of tl1is parasra?il o~- uS S:10\ol11 on E:<hibit "A". 8. The COUNTY ag::ees that i: ...'ill no: i;;'9ose acditional traffic conditions at the time of ul1nexation u:1der the requirements of f10rida Statut~s, Section 171.062(2) or ?al:n Beach County Ordinance i,O. 81-.6, Traffic ?'~t"[oCJ:l,lnce' Stancia::ci::;, ~f the:! Sit-? ?~an Eor the proJcct is uS 0::i,:!i:1a11y <=;;>pro'JeJ by Pal:, Beacl: Count;.' or as l:lo<:Hfied p'-lrs'-lant to ?ara:,;ra?:: ~ I above or 1S lO basic con:oc~'.ance .....it.:i r:Xilioi: "^" . 9. Both part~'~5 .:lyr,,='~ thut tho= One :'lillion Sevo::n \. n!J~dr-::d Tr.ou56nd Doll:.~:; (Sl,7QO,QOO.OGj ?~::-i'lt,?;~:: .~~n~J.in~,j '..:i:ilin Paraycaph 1 shall tle us<:?c by til~ .COU;,,:,,:" to PilY the costs (~nc1uding ac_wisition of riyht-of-way ane i"~::manent/ t -= 1:1? 0 r a rye a 5 cine n t s ) 0 E con 5 t r u ..: till ::; the 1 ;~ ~ ::- () v c;:-, '= n t s cesi~nat-:d to b,~ <.:on;:;c::-uct€,j by tlie CO;';:JTY under t;) is I\~ re-2 :~e n ~ . The purties to tl1~s 1\l.Jc"'e:~ent reco<jllize tllat the pa:"'i,\ent d€scribed ill Paragraph 1 toycther ....ith Eunds already bu:Jsetl=d by the COUNTY Eor i;nprovclne?llt;:; to Con'jl-ess ,\venuc .:Ire s'-l[f~ci'?nt to cover tile costs oE ti1(~ i;npro...,~:'cnts to bc :7'.,J' ic ~y ::)~ COUN'l"L'. .~ccorJi.ll'1Li, it 1.:; no~ t:~e ~r.t,.?ntlon 0: / <- :':li~ f...:.;:.....-~\~.~~'=nt t'J l:ni--'osc any O:..Jlir:.iatl.'JrI Ui1 t;j"~ COU:~~"f t.~ :) ...:-: j':-: '-I.] t...~:()t..,.::~ tax :,~~":~:L..JI)S ~")r ~..J ":dL"':: \"::~l:..q.; ::r)~" S\J;';:l ; 1 .--------~.__........._'.'._"'"~_'._. _"~..-.... ..-..-_....""".,a.,.....__..... ...................-....~.J........._.........,,__........_~"""_........~'__......~..~_'_...~.........~...~. """':-......:..____......_~_~"........~___.__...._. _,_-':....... ,~.. ~ :." ,'" ~.:,.:::1.?') v; . r:;" '. ';',1 ., t' .;,),1 I . . ,'!,-" '. ~: '.' -:-,' ",,' : ::1 : Jl :: ... ': II t "j - ~ .) d L" \ 2 ~ ,:, ~ q l' :; .) t r : l';'" I. ..,': . .. .J .: S'; :: 1 :).~ ': in P.:l t' .1 Y r " :_:. , " , ,; 1 t il t ;...... .::,,<.:{..:)~ll)r~ Oe ~:~ t": l:~'r-:'Ov.~:..,l:nts r..h?,;Cl"llJ.:d :n Pill"ilgr":Jh 5(n) unJ 5(.1, .....111<.::1 S1\3~ ~ b.:: compl'.:t0.l o..;..;.:;::J~n'; to th.: tt!L".n$ 0:' t:1<.it P03L"'J'Jrili)r.. .., 10. This f\gr":'f1,:'i,;nt cl)nstitut,...?~ t:ll~ c:1tirr~ U:;re'':-I~,I::1t lJet'....e~;'\ tile parti~s and mOl:; onl:; b~ modlfl~d by SL:cs(!cjUe:lt, '..ritten instrum~nt signed by .bc")th p'lrties. 11. Force 1'laj<?ut"e - Th<.! tllr,e (ot" tile p,;!L"(or~\c1nCe of DEVE:LO?ER or COUNTY of any tel:in, pt"Ovi:;lon 0::- cov'.:nant o~ this !,g::-ee::1ent shall be deemed extended by time lost due to ce:3Ys resulting ~rom a=ts of God, stt"ikes, ~navailability 0: !:.atet"ials, civil riots, floods, unilvililaoility of t"equi::-~d matet"ials ot" laboL", r2stt"ictions by gQvern::1ental a;Jthority, othet" than COU~:~Y fot" tilo!>Q o~l igations of the COC::':"I, or all:! other cause not ',.,ithin t~e contt"ol of DE:VELO?E:il., as tile case may be. 12. \'101"<.15 of Ge~der, Etc. :'i:'~r"ev<?r r;erein the contl'?xt so rt:lJl.Ji:-es, t!.e use of the !"iii1C]ular ~il~alL include t;,e ?lural, the use 0: masculine shull include the femi~ln~ or til~ neutet" and tile us., o~ n~pre5entative $hall in..;L.lde ..., tt"'Jstee, recei'..er, executot", etc. 13. Appl icable La'.. This l\gt"ee;;;<::I:t si1all oe gov-:rnec b)' and ~onst~l.;~J lr"i accor~d:t\:(~~ .~.'it:, t~...~~ la....;s of t~;~ State of clorida. 14. Integration T;-,is i:15 tru:r,en t e",ood les t:;e .....;-,ole agn!eln<:nt of th~ t=larties a:hl t:1et"e il::-e no :'t"o.nises, term~, cQnJitions Ot" ooligations otl1er thiln those herei~ containeci. This ^~t"ee~ent shalL su?<:rsede ~~l ~L"evioL:S cOInr:lunications, discus!>io:1s, t"ept"ese'ntativl~:;, ad....~:'tise;nents, o::-och\Jt"es, Pt"oposills OL" ac;r."?e:nl:llts, '':Lthet" verbal Ct- ',;t" 1 tt-=," , bet.....'?':n t!1e Pill"ti.?s he~"eto ilnJ not ilCl"(~in =01;t,11ned. 15. S~'JCt-,Ji;ilit.y - 1:\ thl? '2'.'C:)t ~::i1t '1:~Y :)il:.:t, t~:-:l ,.)~. ,H":J'":3Lon o[ till.~; '\0t-'''l!:n,:nt is ;OJ' .:l ';Ol:t"t ,J~ c:),npet,,;:t ; ,.;t- i 'illl.~ L lj)f) [,)'.lnd tf) ~).~ ill t? 'j .) 1 , t: ;l! vrJ.l ;.(: l ~\~ t.)~ ~hc- -8- ..., .. ... - .; . .------.---'-..---.--.----.E~--.. :-i-' ~~...,.....-...,.-:_--<.-;-..._-'-'-'~-'----'---~-~--_:_~--'--~'-"" ..,....__..._.. rcmdlning port.ions .:.nd PL'OVi:i10!1S s:1<111 not bc Llltccted LInd the nghts and obligatlons of tile pLlrti(!S shall be construed and enforced as if this Agreement did not contain the 16. failure to Annex particular part, term or provision held to bc so invalid. the anticipated If annexation by the City of Boynton Beach fails to OCCUl-, then the obligations of the parties with respect to the traffic improvements shall remain in fu 11 force and effect. The DEVELOPER will be permitted to proceed with the development of the property as a shopping center or mall with up ~o 1,108,000 square feet of gross leaseable area plus the development by the Developer, its successors, assigns or transfer~ the four out parcels for commercial purposes. subject to zoning, and that the parties hereby agree that no additional traffic or roadway improvements are required and that Palm Beach County Ordinance 81-6 will be satisfied with the construction of'the improvements described in this Agreement.' 17. Counterparts - This Agreement may be executed simultaneously in two or mor~ counterparts, each of which shall be deemed an original, but all of which t00cther shall constitute one and the same instrument. HI ~HTNJ::~S IIHERt::Of, the parties hereto have set thelr hands and seals on the date above written. ATTEST: ITS JOH~ d. DCNKLE, CLERK I" ;f1~/ \....!-.. . .' ~/' l3yJ..:.:..L..:.L (__. (", ,L'~'" ...../ Deputy Clerk (SEA:"') .'/l.'''l't: S T : r: \., , .. ~" V\ I ~ · i. \ tl' ' ". I ',': ll-o, '" /. t..( j'... \ ~Y__~..._l'l' " . I . Secret~~Y1Asslstant Secrotary . l' \ S{;;A~) .; I i\TT;:~T: I ~ A,. ,\ ,.\ti\ l\ \ I / by,_ 1 \..\ \~.<./\_,\, ' .'/11(:--", SC'c~'e'-9':y/As::;istant s~creta9Y (5::AL) ~ j I, p" RuVi;;ll AS TO FU R:.j MW LEGAL SUF:FlC a: w.; y . /"~~:~'..___ 7~;-/ kl'j/' ~'-;:. _, _ <" c-Olln~'i ,\t.t,.,rll"'! HONART-BOYNTON ASSOCIATeS, O'l:. BOYNTOtl BE::A(;Il, INC., a 'JeD.J 1 far!\ncjr f / Dy r..L~j .1J!L~i 1.. Vlce p~cnt CLlRPORAT lOti -'1- 'IlIIllI -r - . . ~: . -, -"1 .. . ....... .~ " ~ ~N J " . f " ., '. :'j , f'i~ ". . I ,." -~ ".. ~ ".w. . ,(:-: '.. . ....j DEC. 18, l'lel PJ 8. '. _. I -i)[S 9 I r981 "'OW \: ,c f~ DATE ~cr 2e )'98' F\~M-- J "', . ""f I' r :;~I . .' . . ".f. , " .~ "":1 .. '. j " ;{~J I 'J' "',~ .. - i 2 ". I ~ . ",.._.,. r ".""! \T BEACH MALL:~;,j -- - . ~, , i (5 R 807) 8. BO Y NT 0 N WEST RD~.~,j I ..' . )N BEACH, FLORIDA 'I;,;;,', SP 1', >~~ - . ;;~~~'.: . . .!J I .. ~.f;:'f' i~\ . '. "" , ':~.~ :'-~ !"I'''.4!t 7 I -, i ~ 1- 1 1), I "1 D ..., I :.,,,, ,....." I , .r'~,... ...;...".......1t- ".... ,...., ..............-...,.. ''".'" ........~... .... .;- .-........,.:0: .~.........,~......~....~........f.,.....--~.... 1,.,.:I-~":''',.t''''.''4'-'''_ . ...-- '!'.... ...- :_~ ".'" -..-.... ....,. "-.' ....~. -,:,-, Y.,~ ..........'l! r- . _. "",-. ~,.........._ _-..._.1...._.....:--..._....,...._..._.... _....-._ _..'-->.......__,_...:....:......~~;-..............w--=~_.....,:...--'-.k.'-'-"...~..c._ j,,-"........_-<..~._ _, --L ___~. .._ ._~.......__. .'__. ~ l_~ "'-"~l:;'_.1..___.<-:_..__.~__,.__.. P:':SOLU7IG:J I;']. R-7S-11:;2 HSOLUiIO:: .^.i'?RO'JI::G Z0:,li:S i'i:TITro;; ',::::::::E:I\S, t~e 2.':l~,:"d of Coun::; Cor.:;-.i:;sioner:;, as the eovel'ni;lg :;ody, ?\.::-:;\.:unt to the uuthority vczted in Chupter 163 anG Chapter 125, r!o~ida ::atutes, is authorized an~ e~po~er~d to consider petition:; ~clati~g to zonir.g; an~ ~HE~E^S, the notice an~ hearing requirement~ as provided for in Chapte:- 1;02.5 of the ?illi:! Beach C01.:nty Zoning Code :1r-tl:in,111ce )':0. 73-~ have beer. satisfied; and ~HEREAS, Petition No~ 78-190 was presented to the Board of County COI:'r..is:;ioner's of Palm Beach County at its public h(';ll':;.ng ccmduc:I.(:(1 on 24 P.ug\.:st 19')<:. ne..:, TllE:REFORl:, BE IT RESOLVED BY THe BOAiW CJ}' Coum"{ cm!1-llS- , 1.0l:E:RS or PALl.; BEACH ~O!Ji!TY, fLORIDA, assembled in reEulu!' session the 211~h day of August, 1978 , that petition ::0. 7e-190 the petition of HO:1AR'f-BOYI~TGN ASSOCIATES, n:c. by Dick A. :::'eco, Jr., Vice President, for Boynton Beach, Inc., I\!~ent, for' il ~;Pr.CJ/d, ) Ei:CEPTIO:: TO ALLO:..; A ?EGI01!AL SHOppmG CENTER HiCLGDIIIC All ,\U'l'O:10TIVr: :;::RVICi: CEI,jTEP., ~JASTE \'.'ATER TRf.ATH=::1T FACILITY A?lD FINANCIAL Il~STI'fUj:IO:: :':!T:! D~Er;-l'? TELLER \-!Ii:DC~':S on a parcel of land in Sectio~ 19, TOl-mship ~s Sou;h, Ran~e 43 East, being more pa!'ticul~rly describ~d a:; follows: ~esi~nin~ at the Southwest corner of Tract 38, as shown on the p1ilt of Sectio:-. 19, To-..mship 1;5 South, Range 113 East, recorded in PIC!t Book 7, page 19; the:1ce run llorth 0051'51" \'!est (assu:!'.ed) a1o~g tile '.'!cst line of an~ its ~ortherly exter.sion of said Tract 38, a distAnce of 1332.21 feet; th,::!,\;..c r~n South 87058'21" \';.::st, u di:;tunce c,f 2C.0 feet; th~nci~ r'un l!orth 005:1'51" He:;t, a ~istance of 1101.31 feet; thence run North ;;2,005'2(;" i.:C-,s:, u distancc of 1600.0 feet; thence run ~O'lt~l 00~~r39" ::i.?~"t) cl. '..!i.':.~~~nc;e of 1:72.95 f~et; tLt"!ncc run l!":):",.th 8800512[.11 F:c~;t) i.~ disti~:-;CC EXHIBIT "B" --.-. " - .- ....~...:.:...:.r_i ~~,-. .. .a-.__ ..- -._-"'-.~..-...- 1 75:.'.2', f(;(.tj t:ler.c-:: rUrl ~outh 005')'3';" ;..J:;t, i\ (:.:.:;taJ:<.:c ,;f '.JO.UJ. [e'~tj ~:le:1CC :.....~:: ~~,.:!h 00005'25" t'!c~t) cl di:;t'1:'.Cf~ o~ 5~-j.~J3 fect; t~~t'nct~ rl~:1 ::luth 1;3"32'51;" ',,'c::;t, c1 di"ti:!nce of ~7.07 icc;tj th'~llCC run ~;,_~,,:th CC>:,'J'J'J" ::c1st, a c.:.sti).;'":_e of 529.99 feet; thence run SOutJ. 116027'Cu" 1:.:I:.;t, it <.1i.~tall~'1 0: 56.11 f~ct; t1~,~nce ru;'l r:orth 88005'26" Ec'lst, c1 distclncc of 85G.73 ..." feet; th'~;',ce run South 0059'39" Eust, a di:.;t.:!nce of 90.01 feet; thence n~n SOl,;t~. 88005'26" Hest, a dista~ce of 8S=:'.73 feet; thence run SO:lth \.J032'54" y:est, a distance of 57.0trfeet; thence run South 0059'3S" East, c1 distance of 529.99 feet; thence run South 116027'06" East, a distance of 5S.11 feet; tht!nce run llorth 88005'26" Ec'lst, a dist..mce of 6~)6.73 ieet; the:lce run South 0059'39" East, a distc.1r.cc of 90.Ol feet; tr.e;ncc run South 68005'26" West, a distance of 856.73 feet; thence run South l:3032'Su" i-!est, a distance ot 57.02 feet; thence run South 0059'39" Eest, " distance of 231.62 feet; thence run Scui:h JliOI;,,'19" La:;!:, i\ clir.tc:nce ?f 207.0C flCe.; thence run South 0059'39" 1.:<,.5\:, .\ rlistancc 0\ :I~,O.O() :eet; th~;-.;;e run l:orth 89~6'34" t'est, a cistance of 16139.:iO feet to ~~I':? Poin, of l:cginning. Said property located on the ~lest side of Congress ~venu~ (S.R. 807) and on the north side of 01<.1 Boyntcn Road in a CG- ::;cneral Co::ur..::rcial Dist::'ict, Has approved as amended per th~ petitioner's reql,;est cO DELETE THE \oIASTE HATER TREAnlEliT FACILITY AND Till: rIllI\tlCIA~, :,:STITUT 1:0:: 'nTH DP.IVE-U? T.ELLI:R HINDO',IS subj ect to the follo'..Iing conditic;!!;...." 1. Petitioner shall construct Congress Avenue as a four-lane rca~bay \oli th T:ledian fro:1: I\ccess Road "t" thro~lgh the inter- section ~,i th Ire'" Boynton Road (5. R. fiOI,). 2. Petitioner s~3l1 construct at the in~ersecticn of ~C~ poyntcn road (S.R. 804) and Congress Av€nu~: a. Dual left turns north and south approach. b. Right turn lane east approach. 3. Petitioner shall construct at the intersection of Old Boyntcn Road and Military Trail: a. L~ft tur~ lane north ~~proech. l.J. Left t~rn lane east <1p/1!'0c.1ch. c. Right turn lane so~th approach. I;. l'ctitioner 5hall con~truct at tne int~r;;ecti(,)n of l.;c;: Boynton Road and Xilitary Trail: a. Right turn lane south apprc~ch. w '._-----......-....... ---_...-----..;..."..-_._..,.._~ :' . }\.~ t i. ~ i 0 n~:-- :~ h:'!' 11 l:O n:; t ~tlC t :J 1!',1 !~f') j'f'! ~ ':)~I :,'("\-t' ~ '--. ': .:. r'':)\I r- 2\1;) ~ rt'\'lc~'..:ay -..,it:, t~~c.liJn [r'ora Cl~l1r.rl~~~; ".'IC:H:I~ to "'_c...:""'~:; POdd "3". u, r'.~~lt:o:1e:-- :-:.!.2l1 (;O:~:;~I:"'...:ct (;~ tIlt: iIltt.:r:--,'_'c~.i.O:l ol' l:\'~'.., l;cj'nt'J:1 !~Oc1G c:!.i'\d ::2.11 !\ccc':,:' ?Oi'lC "DIt: ..1. [,'..1:.11 lc::t tu~";) 1.::ne5 ~.n.;J r'i;~ht turn l~iC :~o:-th u.;'>lJroac~. b. L~ft t~rn l~ne ~est approach. c. Right tu~n lane cast approach. 7. retition~" shall co~s:ruct ~t the inter:~c:ion of Old 8oynton Road and Access ?,oad "D": a. Left turn lanes north ~n~ south e~proach, b. L!lft t\.:~n lane '.:e:;t apprcach. c. Right turn lane east ap~rcach. '( 8. Petitioner shall construct at the intersection of Old Boynton Road and Access Road "A": a. Left turn lane west approach. b. T~o-lane approach north app~oach. c. Right turn lane cast approach. 9. Peti tione:, shall construct at the intersection of Old Boynton Road and Congress Avenue: a. Right t~rn lane east approach. b. Left tu:'n lane all app~oache5. 10. Petitio:1er s;;.:11 construct ~t the inte~.'!.c(;'ti():\ oi C(>llgr'c:;s /\\'(:J:\)(: and /\ccess Roacs "E", "D", find "C": a. Left turn lane south approach. b. Right turn lene north approach. c. Right and left turn lilnes \.:es t appI'oach. 11. Petitioner shall construct at the inte~section of Old Boynton Road and.Hew Boynton Road: a. Right turn lane east approach. b. Left turn lane north approach. 12. Petitioner shall install siEna1ization at thc following inter- sections .li th the initial oha:;e of construct ion: '"'. ConBress !w!'nue and Acces:; RO.:lG "D". b. IJ,=\oI BO'!:1toa PO<'.d and Acces s RoC'.G. "U". c. Old Eoynton Road and f.cces5 RoC\d "13". d. Old ~oynton Road and eOngrC5~ Avenue. e. Upgr~de existing signal at New Boynton Roed d:1d Congress Avenue. 13. Pc~itioner shall install signalization when ~~rranted) as rletc~~inecl by the Cou~ty E~gi~ecr) at tile fcllo;:i:"lg i.ntc~scc~icn~: a. Con;ress f\:.'enue and Access Road "e". b. CO!1B:'ess Avem:e and Access ?oad 'T". c. Ole! Boynton Road and Access r.oaL "A". 14. Within nin~ty (90) days of the Special Ex~eption approval, p~ti tioner 5::all cOl'\'/ey to Palr.. F3ei".ch Co\:nty: a. Si;:t'., (60) feet fror:! the ce~te:,line for the \I1'tiJ~.et!l righ~-of-way for Congress Avenu~. b. Forty (40) fect from the centerline for the ultim~te rieh~-of-~ay for Old Boynton. Road. 15. Petitioner sh~ll construct at the intc:'c0c~ion o~ 1-95 at Doynt~n U~~t ro~d: u. D'Jal left tur'n limes :;ollth apil!'O"cl:. If~. The tOtj!'" (!;} (:.):;tcrl~' o\.~~ r~ll'C.::~:j s1\2.11 QI.:: :.n \::liY:..cd C:2V- e 10 ;J;:- ': r: t ',: i '- h t I: (; 5 it e 0 [ the sub j c c t S f>'~ cia 1 r.:: c c p ~ ;.0:: . . -',~. ., 1.,. ;":~. :..~(}:).;:- ~'I.~lL p:"'C)......~~C' n::1'-':')' ,\I~~"":O:::~ .. ,'J:": 0;L"1.~1'.~I~ ~r11~ :":;C.cJ.P'~ :c='i::.~:lill~ ~l(;r~t: l:ll..~ \-"c:-:t !':-~i\t:~..ti' l ~ :,"1 :>c~i.:1 la;; ::;c.J;lin~ to Dc plilr.tcc.\ p'ior to ,':1j' :;i t~ ~:(l:'~:. :~. ~'r:7i tio;]~r :.lull pro'lid,:: ,~ [i.'/e (S) fc('l~ L:~.i ,_,;: ;~:::C":;::; t;fl~(:;-;'?l1~ cJ10n3 the \.:~:;t pr0~c:\ty line to li:-:-.i.t ..Ir,;C(:';~ ~o Juvcr~ Street. 1 ~. :::J .:ldci tioi:al bl:ildi:1;:s than those ::;ho;;;] Co:l t::.:! Si te Plc1:1, i::.;hibit ::0. 12 I on file in t~'i! office of t:"1e Di!"ector, ...." !)~~~rt~ent of !llanning, Zoning E i4l:ildi~~, ~~it}l p~~ticular rCGil:,d to th'~ ~Ie::;t~rn port iOll of the sl:bj c':t site I shull be allo~.J~d or. to.: su~ject site \:ithol:t Pu~lic Eearinr, rccoi:si~eration by the Palm Reach COl:nty ?lannint Co~~ission and Board of COl:nty Cornr..ission. . 20. Petitioner shall dedi~ute. t\.;enty (20) feet for Jave:'t Street along the entire western boundary of this deyelop~cn:, provided said right-of-~ay i~ ~ot needed for drain~Re or internal site require~ents as per the existing Zoning Code. Co;':"::-.iscioner- n,~dlen moved for approvul of ~he petition. i~e r.:ot ion I.'as seconded by Cor.vdssioner Lytlll , and upon being ~ut to a vote, the vote was as follol.'s: Peggy Evatt, Chairman Bill Bailey, Vice Chai~mun L~ke Lytal \'illia;n l'l-;dlen Dennis Koehler ^tJ~cnt 'Ics Yes Yc:; A'o:;ent Tile ~oregcing resolution was declared duly passed and adopted ~his 12th Septc~:"e!" , 1978, confir~in2 action day of ): 24 A~C~s~ 1979. PAUl ~E:"CE COU;;TY, FLORID.~. BY IrS DOARD or COUNTY C0i-1NISSrONERS ...., JOW; B. DUt-lKLE, Clerk .~..;'?::O \';: J..S ~ D rc :::: Bv ~...(\ '" - r.\ C\ ,.' " J. , ('\.~\ "~-~\~,~,,,"-.."""'...!'<\...'.'''''''~~I~.. (jDeputy (Wer:~ ~' r. \ '. ,..1 I,' I ., '. ;,'::D LEG,'.!.. Si.:rrrCILJ.ieY .. r-' . . t~. J .' ..:j , . " .. ;.. t: f' Co~~.~y /\~.t"!"'n~y -.----- _.~... ..-. .--:-.._~-_. ---.'-.' . .... ......-- ~--- .....-w~\..,..-... J..._..... . "'It . ,,,,..,,,,,,~.,,,,,,._,,-,,,~"",",,,,,,,,.'-:'.K'--'--'-- .. 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CD ;k :- u f0- al I X W -~ . - .. - ~~ . ..'-.:..._~- -- --- -- ;:::::: ANNEXA TION AGREEMENT City of Boynton Beach Ordinance No. 82-38 November 16, 1982 and DEV~LOPMENT AGREEMENT WITH THE CITY OF BOYNTON BEACH ~ ORDINANCE NO. 82-.3 i AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF BOYNTON BEACH, FLORIDA, ANNEXING A CERTAIN UNINCORPORATED TRACT OF LAND THAT IS CONTIGUOUS ,TO THE CITY LIMITS WITHIN PALM BEACH COUNTY AND THAT WILL UPON ITS ANNEXATION, CONSTITUTE A REASONABLY COMPACT ADDITION TO THE CITY TERRITORY ~ PURSUANT TO A PETITION OF THE LAND OWNER OF SAID TRACT OF LAND, REQUESTING ANNEXATION PURSUANT TO SECTION 7 (32) OF THE CHARTER OF THE CITY OF BOYNTON BEACH, FLORIDA, AND FLORIDA STATUTES 171.044; PROVIDING THAT THE PROPER LAND USE DESIGNATION AND PROPER ZONING OF THE PROPERTY SHALL BE REFLECTED IN SEPARATE ORDINANCES TO BE PASSED SIMULTANEOUSLY HEREWITH; REPEALING ALL ORDINANCES OR PARTS OF ORDINANCES IN CONFLICT HEREWITH: PROVIDING A SAVINGS CLAUS~; PROVIDING FOR ADVERTISING; AND AN EFFECTIVE DATE: AND FOR OTHER PURPOSES. WHEREAS, Homart-Boynton Associates, the owner of the following tract of land described as: SEE ATTACHED EXHIBIT "A- tiled a petition for Annexation to the City of Boynton Beach direct to the city Council pursuant to Article 7(32) of the Charter of the City of Boynton Beach, Florida, and Flori~a statutes ~l7l.044 (1980): and, WHEREAS, the said tract of land lying and being withir .., palm Beach County is contiguous to the existing City limits of the City of Boynton Beach, Florida, and will upon its annexation constitute a reasonably compact addition to the City territory: and, WHEREAS, the proposed use of said land and land use designation has been determined to be consistent with the future land uses of the City of Boynton Beach and the Pal~ Beach County Commission has no objection to the designated use. NOW, THEREFORE, BE IT ORDAINED BY THE CITY C01JNCIL OF THE CITY OF BOYNTON BEACH, FLORIDA: Section 1. pursuant to Section 7(32) of the Charter of the city of Boynton Beach, Florida, and Florida Statutes 1171.044. _:~~::::::::I :~~~:;::,,:;~~~i~O~J~:::Z _,~-.~ ,....~.". - '. =-::" . ..' --. _. ',.. _. .' ~l~ - A-' - 7"i~ ---=:1;'- ~-~~~! ~:;--''-"":~~i~>:tda~tb-';il::i''''- ~~- ,- -...~ -.-,~. :_'~_:': -:'-~\-~'-';.'~- , "~,,,.-,.. .. -..--..-----... .. -...--...... ~'-''''''.._.._''".' ... ._.,....~_...._..~._- .___,,,,,. _."""W.'.__..' \ \. ., \ \ ". .,.... .~- '...~.._... _."-.~...-".,. ~."........_._....- -^..-..........--........--#... .- .........-....".. ,.-".:....."---'<.....__.~ -......,--"--. ...~-................, SEE ATTACHED EXHIBIT "A" is hereby annexed to the City of Boynton Beach and such land so annexed shall be and become part of the City with the same force and effect as though the same had been originally incorporated in the territorial boundaries thereof. Section 2. That Section 6 and 6(a) of the Boynton Beach City Charter is hereby amended to reflect the annexation of that tract of land more particularly described in Section I of this Ordinance. Section 3. That by Ordinances adopted simultaneous herewith, the proper zoning designation and land use category is being determined. Section 4. That all Ordinances or parts of Ordinances in c2nflict herewith be and the same are hereby repealed. Section 5. Should any section or provision of this Ordinance or any portion thereof, any paragraph, sentence or word be declared by a court. of competent jurisdiction to be invalid, such decision shall not affect the validity of the remainder hereof as a whole or any part hereof other than the part declared to be invalid. Section 6. Specific authority is hereby granted to codify this Ordinance. Section 7. This Ordinance shall not be passed until the same has been advertised for four (4) consecutive weeks in a newspaper of general circulation in the City of Boynton Beach as required by the City Charter and Florida Statutes ~171.044. Section 8. This Ordinance shall become effective immediately upon its final passage. Section 9. This Ordinance after adoption, sh~ll be filed with the Clerk of the Circuit Court of Palm Beach County. . tt_ ---._.. . _ - __ ._ _ .:"=~,~._c _ . . ~:::~~::=-#::;;=~~~i~~~;.~~;;:~~' ~~~~P;:,?,-::.:~::~::j~_~.-=~~_.=,::_ -, ~':~~' :,; ~,~:-"~_ '~:.~ _ _'.__ _:~'.:" . ..... .,,''-~.....~ '."--"'>:--~;"7~-~~~~-''';-:::c~'~:"~~;;:'~~;=~~:~~~~~~~~~~_~,.~~~=:'5 ----1 FIRST READING THIS b~ DAY OF ~ /t , 1982. day of ~ ..,., SECOND, FINAL READING and PASSAGE, this 1982. CITY OF BOYNTON BEACH, FLORIDA ATTEST: ~o?.fL- City Clerk 'ft1III (Corp. Seal) . _ . !' h : . _ . .... .... '.. .:'. ~ :'_~'h"'_ h.. -:_~Uh__ . . .._ _'h~' "'n' . . .......:~~~;;~~~:~~i~:~~L~:~:f-;~~,~ 'ft1III . 3/3/82 ( Re f Dwg) PA -1 BOYNTON BEACH MALL PARCEL 15 -'MALL TRACT Being a tract of land locat<:!d in South, Range 43 East, County of further described as follows: Section 19, Palm Beach, Township 45 Florida and r- Beginning at the "southeast corner of Section 19, T 45 S,R 43 E: Thence N 000 59' 39" W along the east 1 ine of said Section 19, a distance of 1898.10 'feet to a point: Thence S 890 00' 21" W a distance of 60.00 feet to a point on the westerly' right-of-way line of Congress Avenue, said point als6 being the principal point and place of beginning of the following description: Thence S 880 05' 26" W a distance of 846.73 feet to a point, Thence S 430 32' 54" W a .distance of 57.02 feet to a point; Thence S 000 59' 39" E a distance of 231.62 feet to a point; Thence S 140 46' 19" E a distance of 207.00 feet to a point; Thence S 000 59' 39" E a distance of 130.00 feet to a point on the northerly right-of-way 1 ine of Old Boynton Road; Thence N 890 46' 34" W, along said northerly right-of-way line of Old Boynton Road, a distance of 1689.25 feet to a point; Thence N 000 51' 51" W a distance of 1227.27 feet to-a point On the southeasterly right-of-way line of the relocated L.W. D. D. L-23 canal: Thence along said southeasterly right-of-way line the following courses; N 870 58' 21" E a distance of 72.34 feet to a point; 227.77 feet along a curve to the left having a radius of 145.00 feet and a central angle of 900; N 020 01' 39" W a distanc~ of 23.67 feet to a point; 134.54 feet aloryg a curve to the right having a radius of 240.00 feet and a central angle of 320 07' OS" to a point; 2.34.57 fee't along a curve to the "left having a radius of 320.00 feet and a central angle of 420 to a point: ~ 110 54' 34" W a distance of 70.00 feet to a point: 294.96 feet along a curve to the right having a radius of 325.00 feet .and a central angle of 520 to a point: 293.22 feet along a curve to the left having a radius of 420.00 feet and a central angle of 400 to a point; N 000 05' 26" E a distance of 145.00 feet to a point on the southerly ri9ht-of-way line of the Boynt~n Canal: Thence N 880 05' 26"" E along said southerly right-of-way line, a cHstance of 1738.97 feet to a point; Thence S 00. 59' 39" E a distance of 472.86 feet to a pointJ Thence N 88. OS' 26" E a distance of 328.87 feet to a point on the westerly right-of-way line of Congress Avenue: Thence "=~~~j~;~~:"~;{iU:7~ "~.~;b.1~~~t;~~~~.~~!:;A~:g~~J~~~f~~~;~i;~~~1~i ~~;_ ~~i~~~~~:;;;:'~~~~~,~-:"~7~0~~~:~~~~:~='~~-':~~~~~~~ . .. .., ~, .: ~ I' ~ .. , ___~~.~ ______.___~_~ ,___........__________...___"".._~L......._ _~'-._~ ...-. ........ -,-.~". ____....-..............__........._ .__~<~ .;_.... k' , .' "WIll .. . . BOYNTON BEACH HALL PARCEL 15 - HALL TRACT (CON'fINUED) thence W 460 27' 06- W a distance of ' 56. II feet to a point; thence S 880 OS' 26- W a distance of 430.00 feet to a point; .thence S 000 59' 39" & a distance of 609.99 feet to a point; thence N 880 OS' 26"'& a distance of 430.00 feet to a point; thence N 430 32' 54- & a distance of 57.02 feet to a point on the westerly right-of-way line of Congress Avehue; thence S 000 59' 39- & along said westerly right-ot-way line ot Congress Avenue a distance of 170.01 feet to a point; thence N 46. 27' 06" W a distance of 56.11 feet to a point; thence S 880 OS' 26- W a distance of 608.00 feet. to a point; thence S 00. 59' 39- E a distance of 230.00 feet to a point; thence H 880 OS' 26" & a distance of 340.00 feet to a point; thence S 000 59' 39- & a distance of 150.00 feet to a point; thence 5 ~ 88. OS' 26" W a distance of 340.00 feet to a point; thence S 00. 59' 39" E a distance of 229.99 feet to a point; thence N 880 OS' 26- & a distance of 608.00 feet to a point; thence N 43. '32' 54- E a distance of 57.02 feet to a point on the westerly right-of-way line of Congress Avenue; thence 5 00. 59' 39- E along said westerly right-of-way line of Congre$s Avenue a distance.of 130.01 feet to the principal point and place of beginning and containing 108.30 acres ot land, more or le.ss. . . . ~....,,.,.._.~J' ~ ,..-..;;=-:;.;ao>.-:=-.-~-__""" ~--'---~ -- """-----.-......~_.---~. .-=-_........~---<=--., --_.~. #:,!i~~.~::.~~__ .~ _ _ _..'~. .... ;:1'. I: '''1'. '.. ...._. ....~......_...,-._ ...., ~'.. ..J.;.,....J..~..,.-"':,.....,.;..-~..............t..~...........:....~\ I...... "';.' ..:' ;.......:.~.::;~.:...,.,;'~. - ':'iC' "~:'~:'~j~~i~~~~~'_"-" _. ~,:~=~ ,~J~,4tq.' . ~- ~ ..J ,~.,::-:~~~:' .' '{:.i .....'.c._'\.{'~I=~.i._~...--:. ,~. ~-t".:..._~. ,t".~,.~.. . .~\:."_~'*"'-.~;.:.,'l'/""' ORDINANCE NO. 82~38 l( AN O~~INANCE OF THE CITY COUNCIL OF THE CITY OF BOYNTON BEACH, FLORIDA, ANNEXING A CERTAIN UNINCORPORATED TRACT OF lAND THAT IS CONTIGUOUS ,TO THE CI'l'Y LIMITS WITHIN PALM BEACH COUN'l'Y AND THAT WILL UPON ITS ANNExATION, CONSTITUTE A REASONABLY COMPACT ADDITION '1'0 THE CI'l'Y TERRITORY PURSUANT '1'0 ,. PETITION OF THE lAND OWNER OF SAID TRACT OF LAND, REQUESTING ANNEXATION PURSUANT TO SECTION 7 (32) OF THE CHARTER OF THE CITY' OF BOYNTON BEACH, FLORI!>>., AND FLORI!>>. STATUTES 171.044, PROVIDING THAT THB PROPElt IA1m USE DESIGNATIO. AND PROPElt ZONING OF TBB PROPERTY' SHALL BB REFLECTED IN SEPARATE ORDINANCES '1'0 BE PASSED SIMULTANEOUSLY BEREWI'1'II: REPEALING ALL ORDINABCES OR PARTS OF ORDINANCES IN CONFLICT BEREWI'1'II1 ,PROVIDING A SAVIRGS CIAUS~; PROVIDING f'OR ADVERTISING; AND All EFFECTIVE DATE: AND FOR OTHER PURPOSES. WHEREAS, Bo~art-Boynton Associates, the owner of the following tract of land described as: SEE ATTACHED EXHIBIT -,.. filed a Petition for Annexation to the City of Boynton Beach direct to the City Council pursu~t to Article 7(32) of the Cb'arter of. the City of Boynton Beach, Florida, and Florida Statute. '171.044 (1980); and, WHERFAS. the said tract of land lying -and being wi thin palm Beach county is contiguoua to the existing City limits of the City of BoyntOD Beach, Florida, and will upon its annexation constitute a reasonably compact addition to the City territory; and, WHEREAS, the proposed use of said land and land use designation bas been determined to be consistent with the future '. land uses of the City of BOynton Beach and tbe Pal~ Beach County . Commission has no objection to the designated use. NOW, 'TBEREFORB, BE XT ORDAINED BY THE CITY' COtJNCIL OF THE CITY' OF BOYN'1'OJiI' BEACH, FLOlUIlir.a j' Section 1. PUrsuant to Section 7 (32) of the Charter of f' .. .the city of Boynton Be.db, Fiorida, and Florida statutes '1171.044, ~: :".'- _._-~ _." ~ ....c_" _,_ .": _.~_;...~--'W.C~_J:~:;""". _-~.~:""."r:, .:-:-~!:_--. '~'7~~~7"- . -. .. . .; :th~J~l1~j,~~.i:~_~~C.. ~~~e~~...1a~.~~~~~Dti~~~.~t~!"!~..:.e~_::~~, ~.' ' -.- .h_" ..... --.. -., .,..-. .';'_. ,_...., ~..,.._~. ..,-, '.a'-~--'--" ..- .~~~ .~.,~,_..--~...;.. .--- .. . -. . .-..- -i,; ._,~....,-.-,.---.,.,....~ .:i; ~~,;y":;;=:''1'r~w___~_--_"..=---~.''''__'''- .-.. ~~':: :~~,; -!::: .:Ji-aia,!!ii~q!i.~~7~an~:~. "-~=,,~ue:s:~_-:=rth"~'C9.!2titt:' ox'.' ~!1~:B'~liC:b,,' :~:.:~- .,.: - _ Fr61"'1aa;~.t:b'-wl~"'h': _,.",,~..;;-.;t~,~.-~~ ~::~'!7.:':.;;:'~~':':::::;~:'''::-_'-'''''' '-.~ : .... ,. ,..... ."('"", ..~.... 1 .. .-,-,~. F. ""'_.~.'''''7'~ '.~ &'.*fI:"!,~'",, ..~ ....I'_W~..,-... .....:-:. ....-~:"...~..'?""......... _.' .........,_. ,..... .\.......,... .......,_..........;~._...~_~~. ...._, :-- ....,I'.-_P"S,...-:..~-....,~ ........._tI'.,.~.".,.!'..-.".'t-..., .............1"....... ..,.....~. "'~','" ,. .' - '. '.,"" ,., '. -_,J:~~!>-~_L:r__~,';~, ",""~",,_,-,4.... '.. ,','. J.'-+...~. , SZE ATTACHED EXHIBIT -A- is hereby annexed to the City of Boynton Beach and such land so annexed shall be and become part of the City with the same force ~ and effect as though the same had been originally incorporated in the territorial boundaries thereof. Section 2. That Section 6 and 6(a) of the Boynton Beach City Charter is hereby amended to reflect the annexation of that tract of land more particularly described in Section 1 of this Ordinance. Section 3. That by Ordinances adopted simultaneous herewith, the proper zoning designation and land use category is being determined. Section 4. That all Ordinances or parts of Ordinances in conflict herewith be and the same are hereby repealed. Section 5. Should any section or provision of this Ordinance or any portion thereof, any paragraph, sentenc4!t or word be declared by a court of competent jurisdiction to be invalid, such decision shall not affect the validity of the remainder hereof as a whole or any part hereof otber than the part declared to be invalid. Section 6. Specific authority is hereby granted to ' codify this Ordinance: Section 7. This Ordinance shall not be passed until the ." same has been advertised for fovr (4) consecutive weeks in a newspaper of general circulation in the City of Boynton Beach as required ~ the City Charter and Florida statutes 1171.044. Section 8. This Ordinance shall become effective immediately upon its final passage. Section 9. This Ordinance after adoption, sht11 be filec! with the Clerk of the Circuit Court of PalJll Beach County. :- - _.-:--:-~ ...~. .~. ~ ~ ~----==-_.--... .~~~~-- ~:~Sl'1r~p-~5~.'~...~~?~if~;2.~~it~ ;'=Jll~' . '.. ~-_.~. ;~' _ 'l='--<~~~:~( '-j" ~ ....:.1 ". ~,.. .....5.;::~,..~_::. -" - .,.........~::'."'......~~~""';~:i:;:.::;...,,:;."'"~.::~.. :~:.:"I,.:-;::;~_..,....~~~~.,__~~~w ,~..."," .P:,....,...~~'!"..!~....r:-;..~~.~-.7"'.., ').......,......... :'~'. ;-':" '-t&..~~~~-:....",."....... ..,..~..,~ 4~..: ,..... ~......i"!'..t'f''':.~:'..:~r7"."...:r~._... ~_ ~"....:'.....-.... ,.!" ..~.'":"'._:.# ,.....:r~..,...~~ ~.....~..~..:"':.". .:r:r-. ....... ,,~....,~.;...~.'u. .I"..."l!'...;._.."'.,.... - 0 ._.,..~., ou....-..__.._.....u._....\,..., , r FIRST READING THIS ,a. DAY or 1982. ~ this /1, day of ~ 1tJ.~ SECOND, FINAL READING and PASSAGE, 1982. CITY OF BOYNTON BEACH, FLORIDA ATTEST: ~ If?fff City Clerk (Corp. Seal) . ;, 0# .; ., ,', "::1_ ~ _-~~~~~~~=!iA~gi;~f~ .'~.:.::_. :~~'::"~~~~~'~:.:::._": :-:i~~'-; ~:';':~~~ ':~:l !"~~~~~~~~. .'f'~~~..:~.~~"~"~~'';:1.-:.t.-. , . '. -,oj ~-. :.~ '_''';~'''..:.' ..w-~.~.,.~~. ~ ~';~'t~:'::":""'''; ,.:.rf' .....*"'; .'.. ......."':...':"'".. "00" ....... "!'V",' ~-.....,. ......._I..:.".~,~ _:.~,.. ~."t!'::'''''':-'''''''''''''''.' ....:.:;.... . ........__ !"''-<-.:-~:'" :,.,A.":1'"I"':". :~,. ",...- "..."'..#-.fl"" .....~. ~ V"". I~ ~~.~..'" S' ~T .'-" ";.... '_'_~_' ._t._..~ ....~K _ . ".,"~.__wL_L!l.,..o ...." - . 3/3/82 (Ref Dwg) PA ;'1 BOYNTON BEACH MALL PARCEL.15 -'MALL TRACT Being a tract of land located in Section 19, TOwnship 45 South, Range 43 East, COunty of Pal. Beach, Florida and further described as follows: Beginning at the'sou~heast corner of Section 19, T 45 S,R 43 E, Thence. 00. 59' 39~ II .10ng the east line of said Section 19, a distance of 1898.10 'feet to . point, Thence 5 89. 00' 2r W . distance of 60.00 feet to a point on the westerly' right-of-way line of Congress Avenue, said point also being the principal point and place of beginning of the following description: Thence S 88. OS' 26- II a distance of 846.73 feet to a point, Thence S 43. 32' 54- W a distance of 57.02 feet to a point; ~ Thence S 00. 59' 39- E . distance of 231.62 feet to a point; Thence S 14. 46' 19- E a distance of 207.00 feet to a point; Thence S 00. 59' 39- E a distance of 130.00 feet to a point on the northerly right-of-way line of Old Boynton Road; Thence " 89. 4" 34- W, along said northerly right-of-way line. of Old Boynton Road, a distance of 1689.25 feet to a point, Thence N 00. 51' 51- II . distance of 1227.27 feet t~. point on the southeasterly right-of-way line of the relocated L.W. D. D. L-23 canal; Thence along said southeasterly right-of-way line the following courses; N 87. 58' 21- E a distance of 72.34 feet to a point; 227.77 feet along a curve to ~he left having a radius of 145.00 feet and a central angle of 90., N 02. 01' ~9- W a distance of 23.67 feet to.. point; 134.54 feet a~o~g a curve to the right having a radius of 240.00 feet and a central angle of 32- 07' 05- to . point; 2.34.57 feC!'t along a curve to the "left having . radius of 320.00 feet and. central angle of 42. to a pointl Nil. 54' 34- W a distance of 70.00 feet to a pointl 294.96 feet along . curve to the' r.ight having a radius of 325.00 feet .and . central angle of 52. to . point, 293.22 feet along. curve to the left having . radius of 420.00 feet and a central angle of 40. to a point; " 00. OS' 26- E . distance of 145.00 feet to a point on the southerly right-of-w.y line of the Boynton Canal, Thence II 88. 05' 26-..E along said southerly right-ot-way line. a distance of 1738.97 feet. to . polntl _ _ Thence 5 00. 59' 39- E a distance of 472.86 feet t.o . polnq -- .'-~-Thence'.'''_" 88.-05.... 26"-E..a;-dlstance:-of -328. 87__feet-:- t.~.._. ~lnt,~._.__:- , _ - - . on J:he-,,-w.esterly. right~f":way"".i,,.~.~~.q:>ngress_Ave"!,,.~!I_..'1'h.ence-:-:.~ ,"~'..,.';;;::..,~';';".JL_O!)~ -~,59' ~_ 39- 'f:.;. al9~CJ ~::..sa 14 :'-~s ~..rJ.y.~.rJg~ ~.72l-way~~~ ~!!..'_~o!.':"'~ ':""..:; ~".,~~..;.,.?"~.,...Con i:' s.~. Aven~e ~=.6::dj s tanCb~l.3C).~ Ol~(e~~9-.:.Jl"': ::P2:11'.9:f:.z.;.r_~ '!,o.~ ..... ,.~'" . _-::.:::':-..:. .:!w, ..... ~.. ,~'~:~_~~~~.:':-Jt,~.:...a-:"-'.. :_....~~~~::i~.:.~.j:L.~~....~~ ", .--::~':':.'''''''.-''-:;:~":.j ':'. .-' .-..' ~, .:... ., . ... .... :.... ,.., '~""". oI.-~. .,............ '" ...."... -:. ~7r..'''!"' .~. .T ..-" :<;... .. .... ......,...:-~.,,..':...ttfll' ..'"":"....~9~_.... "" ..,........'_::-~ ~~. WI' '-'~""'f'~""~ ...~.~... ":'~ .'.; ~4_"""~",,,, "'..'""", :.~~.,- _....,.~,.. ;.....-"'!.~.-...,,'r.. "." I'......~'<J>." I ~~ ~......~"..~_. ~ .....~. .....-_..... ..~.. . ...;,~.,......_".~___:.., ,'., . i... _ . ~,~_, ~ . .~.' , .;.,:.J._ ~ ,... , I " ,--- P;, I ( / .. .' .. BOYNTON BEACH HALL PARCEL 15 - HALL TRACT (CON'rINUED) thence N 46. 27' 06- W a distance of'56.11 feet to a point: thence S 8S. OS' 26- W a distance of 430.00 feet to a point: .thence S 00- 59' 39- E a distance of 609.99 feet to a point: thence N 8S- OS' 26-'E a distance of 430.00 feet to a point: thence N 43. 32' S~- E a distance of 57.02 feet to a point on the westerly right-of-way line of Congress Avenue; thence S 00. 59' 39- E along said westerly right-of-way line of Congress Avenue a distance of 170.01 feet to a point; thence N 46. 27' 0'- W a distance of 56.11 feet to a point; thence 5 SS. OS' 26- W a distance of 608.00 feet. to a point: thence S 00. 59' 39- E a distance of 230.00 feet to a point; thence N 88. OS' 26- E a distance of 340.00 feet to a point: thence S 00. 59' 39- E a distance of 150.00 feet to a point; thencp. 5 8S. OS' 26- W a distance of 340.00 feet to a point: thence S 00. 59' 39- E a distance of 229.99 feet to a point; thence N 8S- OS' 26- E a distance of 608.00 feet to a point: thence N 43- '32' 54- E a distance of 57.02 feet to a point on the westerly right-of-way line of Congress Avenue; thence S 00. 59' 39- E along said westecly right-of-way 1 ine of Con9re~s Avenue a distance,of 130.01 feet to the pcincipal point and place of beginning and containing 108.30 acres ot land, more or le.ss. . . -. -!" : ... -~~~--.-. ~-~~ .". ~..=--., ~,~:=~;ii~~itj~~i~~ .,=- . -. '-:::'~"~":"""'~:"""""':,""~'~:",-,'.:.' '::'-,'"":".:".,''='-''-~'';'~'''''''-~,,.....~''':- ..",..,...;" -- . ':.-" , .... ... f Exhibi t "A.' " .....)...,... t ..... .-':-.. " ....,..,. .. ....~ ,-. .. ....;. ~'" -. t... :.' "'~' ,.' .. - ~ -.. <" ...... . r'" .. '. .......~..' . ".- ~ ., . ),. '. .. . -, .,.- ~., .... '....... ........ ~'.- ~_' .... '. ... .. ..... ..,. ,;._..,..,... f"'_:" " - .,,:" "~-:":. ~'i'..."...lt-"",,,,, ,.... ........"._ ~ . . .: r:"~ :. ~ _ Off-Site: .;: :"J\'cments At the intersection of Old Boynton Road and Mall Access Road "A" i) il) Left turn lane west approacb Two lane nortb approach ,. iii) Right turn lane east approacb The requirements and conditions for tbe Old Boynton Road improvements wlll be as follows: 1) Tbe improvements wlll be constructed as a rural section witb the possible exception of isolated and limited curb and gutters wbicb shall only be required when curb and gutter is the only engineering solution that will cause tbe said 'ro~dway improvements to function properly. li) Tbe improvements w1ll be constructed with open dralnage and witb only normal ditcb section witb tbe possible exception ot isolated and limited enclosed storm sewers whicb shall only be required when enclosed storm sewers are the only engineering solution tbat w111 cause the said improvements to function properly. , Iii) AD 8' wide asphalt or 6' wide concrete bike path will be installed OD the north side ot Old Boynton Road along tbe property trontage only. iv) Overlay aud add to existing pavement. v) No street ligbting. vi) Storm sewer improvement limited to extension of existing culvert crossing. 3. ~ and access improvements required for t~e "property" bas been or .",ill be complete tbe terms and conditions of tbe Decembe between Palm Beacb County, Romart- . and tbe Edward J. DeBartolo Corporation Exbibi t "E". All otber higbway development of tbe in accordance witb 22, 1981 agreement Boynton Associates attacbed bereto as 4. The "Owner" and tbe "City" mutually agree tbat the faith- ful performance and completion by the Owner of 1) and 2} above shall relieve the Owner(s}, his successors, assigns or transferees of any furtber obliga~ions for highway and access improvements as a result or as a condition to the development of the "property" and outparcels #1, #2, #3 and #4. Tbe "City" and the "Owner" also agree that tbe "property" and the outparcels (#1 througb #4) will not be subject to any road impact fees. assessments, or similar charges for off-site higbways. b. Utilities . 1. Cost sarticiPation in existing 16" sanitary force main and 1 II water along tbe "property" frontage on Congress Avenue . ~ :..~';:- . 3 !".../.....:J r.... .:-.....~..,..,~~.......".. _-:._",;. l' .... 0-' " .~ .... ~...... ... . "f'" . ._... ~ . ',' , ~.. . ,... . ". ..- "-":''''.~ ..a..:..........._.. .._._........;.t....'.:..~:... t,.,..,,.,,....,,....,.. "., I.... .-- I " ~ .. . _ ,.. . ,.. . ~ .l" ,.-- ... ..... .:.... ",'''. .'.... ,........ '.... .... O::'-:3:tc Improv(,'~~'~":',, (cont'd) 2. Cost participation in proposed 20" water main in Old Boynton RO:ld The 20" water main to be constructed on Old Boynton Road shall be designed by the City's en~ineers and con- structed by the City under City supervision. The "Owner" shall participate in these costs as outlined in Chapter 26-34 of the City's code of ordinances. In this instance the rates will be the carrying capacity of a 10ft. water line VB. a 20" water 11ne. The City's engineers will prepare an estimate of the total cost and based upon this estimate, "Owner" will escrow their estimated share of the costs. After completion and acceptance by the City, final costs will be compiled and the "Owners" share will be adjusted upward or downward accordingly with Owner either giving additional funds to cover their share or the City -returning to the "Owner" the excess from the escrow account. The City shall install a 20" x 10" tee with a valve and 10" stub line (from new 20" water main to a point 5' inside ~'ner's property) at the location indicated on the Owner's site water plan M-3. 3. The text of Paragraph 4(b)(1) above does not apply to out-parcels #2 and #3. . "' ..:-- .~ ,.. -=.,......;.. ._~ u~ ---- "':~-==::~~-:--"-~--=.!:.'~~ ~~...... ~';r~-:. T"- '-____ -.. --_~'i~5~~'7:,:;;~.~~..~~~!}~'~S~ -::;:;,.~-:: ~'i~~~~~~i~~~;~:~~ L_ ~> '~_._._.3.__..1-~ ~~~~~j~-:'_::,:,,;; ~ _.. -- -- ---_. ~ -..- _ .. . i . .~_ - ~ ... .. uo::--........-. ~U~'";~.":''!'>.-:-~~3~....~ '::.,~.,.. . ......:-. .... - '~'." .-~",.,,. ....I.~..~~p-{.~ ......_ . ....... >. ;.. ... ;.., .. ~ ~ ~. .,:' ..... -. .~...~... - V'l...-.....~.,- ~.",... ...-.-.... ......p ... - .- -- ~- 0:1-$i te ImproH'-'-, On-site (wi thin the boundary limites of the "property") i;;-,prove- ments required for the development of the regional mall as shown 00 SP-I and SP-2 and Parcel "2" and "3" will be as follows: a. Storm Water Management ..", The storm water management system to serve the regional mall (108.30 ac.) ~nd Parcel #1, #2, #3, and #4 includes the construction of an enclosed storm sewer system as shown on Drawing No. M-l, four (4) retention pondS as shown on Owg. No.3, and connection to Lake Worth Drainage District's L-23 and Boynton Canal by control structures detailed on Owe. No. M-IB. Tbe storm water management system will be constructed, operated, and maintained by tbe owner. The requirements and conditions governing tbe constru~tion, operation, an'd maintenance of the storm sewer management system will be per tbe applicable drawings and specifications listed on Exhibit "B" and the following report, correspondence, approvals and permits: 1. South Florida Water Management (SFWYD) permit material a. Water Management Permit Application report dated May, 1981, b. SFWMD Staff Report dated August 26, 1981 c. SFWMD Surface Water Management Permit No. 50-00860-S dated September 10, 1981 d. Letter from Charles A. RaIl dated November 5, 1981 wbich describes tbe adequacy of tbe on-site storm water management facilities e. SFWMD permit modification letter and staff report dated June 10, 1982 ~ 2. Florida Department of Environmental Regulation (DER) a. DER form letter dated August 3, 1981 requesting additional information for a permit requirement determination b. Letter from Gee. Jenson dated August 19, 1981 written to DER in response to tbei~ August 3, 1981 letter. c. Letter from DER dated August 26, 1981 outlining tbe adequacy of Gee . Jenson response letter dated August 19, 1981. d. Letter to C.A. Corroto dated February 17, 1982 wbich explains tbe inter-relationship between SFWMD and DER permitting for tbis development 3. Lake Wortb Drainage District a. Letter from Lake Wortb Drainage District dated July 13, 1981 approving tbe Boynton Beacb Mall connection to tbeir facilities. . b. Sanitary Sewer The Itc1t)'"agr;;8'tli-attbere is presiD't1:1sewag.--treatmen~.p1aDt - , and cliiae capac1t)': available to accept tb. flows, eenerated, by tbe ,--- ~. .:-:~:'::-.-~:_':": .:. Pr.QpQs..!~":'develo'p'ment; of. tbe ~ ~'property" and outparce1s ,. and that. -'. "'.,~~~'~. ':'~"':,~b'er"~f~."~.S~.. ' ~:i1~~~~~~ to,' tj;Yi:Jl......,: :.n.e:....~.,: , ~. vl.;4: ;;-rQht.R..~t:=;~:' i'-~ :.':';A_.'. ;;-~...:ti!"~1iLc.de.Vjj:J.QPlI1~t~8--~~Qp,ei'~~~~a~..tee-~-~ , -:..A...,. .- ~- ,.. '~.- "'-'.'7-'::~,: -_.~;',,,:--:,':"'-i~::::' ;'=01:~"~"".:-~":::--:'" ry;.::~-''-~.~ '-: ;.~~~.;:~::,~,~;;;;;.~:c;~:~:.~~::.~~ 5 , .... t ...... .:.-".... ........... '\.-...# . ... -..- ,.' "', ~"". ".. . -.'.,.....,"'- - vt. ........,. - ...~.. ..... .... .... "" ." " ..... ," .~..... ."~ ~.. 1',0 ........ ...... ".~' 'J ~'...._..,..., '." _..s '-:'" _ ", ,.-;.. ..-.......... "... _ p ~ --or .....r \011 In,,t<1.. pu;;,plng station, and tile j,,;'.,. _. ," '".. pur.".Plr:": the existing 16" r.M. along C0~~:e$~ Avenue in accord~~~e ~lth Drawing No. I-IA and M-2 and applicable specifications listed on Exhibit "B" and the pump station plans and specifications prepared by Gee. Jenson. It is agreed that these drawings and specificat10 have been prepared and are in conformance with the requirements and standards ot the City ot Boynton Beach. It is turther agreed that upon completion ot construction of the on-site gravity system shown on Drawing No. M-2 (excluding those portions of the system under the building-between manhole #6 and #7 and manhole #16 and #17) and the pump station and force main, in accordance with the City requirements, the City will accept dedication of the system tor ownership, maintenance, and operation. Upon completion ot construction and acceptance by the City, the Owner will: 1. Grant to the City, a 10' wide (it deptb or gravity line 1s 8' or less) or 15' wide (if over 8' in depth) easement over that portion of the gravity system to be maintained by the City and; . 2. Deed (warranty deed) a 30' x 30' (or a modified size and configuration to be mutually agreed upon by tbe Owner and the C1ty) pump station site to the City. The City will require~ TV inspection and a one (1~ y~ar main- tenance bond as a condition of final acceptance. With regard to Outparcels #1 (owned by First Federal of Lake Wortb) and #2 (owned by First American Bank), the Owner will agree to extend the on-site sanitary sewer system to the respective parcels subject to the tollowing conditions: Parcel #1 - First Federal of Lake Worth must agree to pay: 1. Pay 1001 of the cost of the gravity system between manhole #29 and manhole #19 including stubs to their parcel, 2. Pay 10~ of the cost to oversize that portion of the system between manhole #19 and tbe pumping statioD if required to accomodate the sewage flow from parcel #1, 3. Pay pro rata share (based on gallonage) of the total cost of the pumping station and force main to the existing force main in Congress Ave. Parcel #4 - First American Bank must agree to: 1. Pay 100S of the cost of the gravity system between Manhole #32 and Manbole #8, including stubs to their parcel, 2. Pay 1001 of the cost .to oversize that portion of the system between Manhole #8 and the pumping station if required to accomodate the sewage flow from P~rcel #4. 3. Pay pro rata share (based OD gallonage) of the total cost of the, pumping statioD and fa roe m~lD to the eXisting force main on Congress Ave. ~ ~<_~1"'~:. .. '- - _'&--I.:"~""'=-~-__'~:.....o.:.'~, /,..-. ". --~.~'-:, ...:..;".:J.~::~:,~,-:=-,~:-{:-=:--':'~';_r:;":"":"""";' .. -~-... - '~_-':a',,:==-_-='-=,:,:..:: .'#3ii'2:,,~~~~~~~~ii~i;ck~~;:i~1~~g[:~~,:;:: ... '. ;~_" "_~::,;-~";':i...;o:"1'.~~.-,.... .....~~..."'_._ ~._.._. ~:.~":'. _. .. 4._"':- _ .,; :.;..... _ _...:.,_'- _ _ _~ .~ ..' . :~~. \~ -:.....:.;.".:....-.~ ~:.; ';;:-: "-:,.;. ~~, ;~.'p .:.;.~~ t:-,.:.~:-:~.~~.o;~'i'\~2~,~S:~~';:~~~:;::;~:..c~~'~.:=-:""!:i~-;;'~~~;~::::~~;;.:~:::. ':L~:,:7:~:'~? - ~ . ~-.. " ........ . ~ - ....... '0.. "t.. :" J r ,",.". .--~ ''''':'<'-'''_'''~.~'_''4'~'.'''.''!'~' "i1''',.._~''''~.~''''': ~~.... "_"'J""'~"""I! ...._..,..~.... ": .......~._- , J~~ ,'- f ... .,...... I ...;.~,~.... i' .._. ~ ", ". 1; i..ne Owner of ;-a.:cel #1 and #4 do nc,~ ~.~. _. .... :.:.~:....;.:~ C'.J1TUllencement of construction, all costs (er.;::r.",=:-~~g. construct:c etc.) required to provide service to their parcel(s) via the ~xtension and oversizing of the mall system, the Owner can delete th08e portions of the system. c. Water The "City" agrees that there is presently plant and line capacity available to.~atisfy the domestic and fire flow demand requirements for the proposed development of the "property" and outparcels Nl, 1f2, #3 and #4 and that there is presently no moratoriums, etc., that would proQibit or restrict the development of the "prop~rty" or the out-parcels. The "Owner" will install the on-site water distribution system in accordance with Dwg. M-3, and M-3A and the site water specifications (Section 150l0, 15050, and l52QO). It is agreed t~at these drawings and specifications have been prepared and are in conformance with the requirements and standards of the City of Boynton Beach. ... It is further agreed that upon completion of construction of the on-site water distribution system shown on Owg. No. M-3 in accordance with City requirements. the City will accept dedication of the system for their ownership. maintenance and operation. , Upon completion of construction and acceptance by the City, the Owner will grant a 10' wide easement over that portion of the system to be maintained by the City. The City will accept the on-site water distribution system (inclUding hydrants, and all appurtenances) from the public mains in Congress Ave. and Old Boynton Road (proposed) up to and including the water meters. The water laterals from the main loop will be combination fire and domestic lines. """'" Fire hydrants and Fire Department connections shall be accessible,UDobscured, and protected as necessary. Site water mains and laterals are to be ductile iron pipe min- imum class 50. Taps for service lines shall be made with a dou strap saddle and a Mueller Corporation stop of the appropriate Service lines from sUbmain to water meters are to be ductile ir pipe, type K copper tubing, or polyethelene #3046. Materials p plumbing code may be used on the customer side of the water met Water main taps shall be cast iron split tee with valve. Minimwn of 30" cover will be provided on the sampling point det shown on Dwg. No. M-3A. A 24" square by 8" thick concrete pad will be provided around 1 collar at the top of the valve box shown on Owg. No. M-3A. Typical water service detail will be provided per City of Boyn1 Beach Utility Dept. standard detail. . The Owner has the following options regardinl the 8" tire linel they' enter the b~ildings: 1. a. Modify the riser detail to show a cross (domestic tee) b. Bold the City harmless for the water. lines frOlll the --~~" -.- ..,--- --,--=---_. ~~~~1J _ into_the bUilding: aDd, : - c.' Install an -lndfcatlJi,- val ve-' inside- the bullllinc wi tb,;..., _ .,~__:~.:J._~,-;_u,'~:~ ~.~~~~;_~~~.~:~.~~;:;~~~ :;i~~i-:~-~b~;~'~ind~~i~~&-'.;~i!~~~:. ."~~<,:;~-I,c'""~"~~Ill~..aU~~d~=tbJ;~bUU-diDg ."-_~.~,=,,.~ ~.~c_: 'C:::c:::1 ~:'~'~::~:t:;:;3i~';.;~;~,~~i::~,~?;~~~~::;~t~ - '. ':... " ......... ... , ..-: ~'''~t.. .-_ ...., .,....... _~':>~ ~ _1"'..,,~ .. ,. . . '- . ~"",".~ .'.-,-" ..(7", -._"-,~;._..~...: ';v ,... ..... ,.~ ......11 .'.:....... ~ '~.,., ... \"'" .'~ ,- . - . _4 _ '. . p ....;-:. ~-. -.- "" r---- , :" ~ .. . ....., .... ~..,.. .~~. ... ,'" '..;.... ....-:--. t~ _._ ,,_'. . Jevelopment Fees ~ Charges The development of the "property" will not be subject to any impact fees, capital improvement contributions, assessments, etc., with the exception of the following: 1. Capital facilities charges for water and sanitary sewer service and appropriate meter installation charges will be the responsibility of each individual department storE and small shop center section tenant. Fees will be cal- culated by the Building Department and payable by eacb individual store prior to .the Building Department's issuance of building permits. This is in accordance with Chapter 26-34 of the code of ordinances. Informatio regarding the capital facilities charges will be included in the tenant's handbook and each tenant will be required sign a receipt tor the handbook. 2. Cost participation by Owner in existing water and sanitar lines in. Congress Ave. as described in Section 4b.l. 3. Cost participation by Owner in the proposed 20" water mai in Old Boynton Road as described in Section 4b.2. , . ..._~-=--._._~__ -0. . . ~ ...---...'oIiO"o.._..,.-..;- ,:;;.,,,.;:-. ..~..--.:=.._.. '~~~~~~~!.~~s~ 8 .- ..,<;. or ~.J'...".-.'(7 "',- ....... 1.--. _...!~,.....~..~... ......7,~.. .' - ...... .-.;....... ," '.",.. ...-".........,.. .~. r ~ '~;. .... . ,.. '''', ..,',\...,..-, '.' . .. ~.,...~.. '~.-',:".,.., ~.;....,.....:~,....,- ,... -'1.-'" - . ...... ( Development Condltions, Standards & Criteria A. ~ 1. Parking lot lighting will be energy efficient, high intensity discharge metal halide lamps. Illumination levels shall be between one-halt (1) and three quarter ~ (3/4) footcandle average at grade. The shopping center parking lot lighting system shall be maintained and operated by the individual property owners. Minimum on-site security lighting will be maintained by Boynton Beach, Inc. in the event a department store ceases to operate. 2. Signs: The location of the shopping center identification and vehicle directional signs are shown on Dwg. No. SP-l. These signs will be as detailed on Owg. IS-I and MS-2. 3. Storm lines and retention basins shall be sized to include alc condensate. 4. Landscapingl Based on the site and building landscape plans (Dwg. No. L-A, L-B. L-C, L-D. BP-I, BP-2 and BP-3) , the requirements of'the landscape ordinance and any other ordinance pertaining to Landscape and open space re- quirements have been satisfied. Tbe final landscape construction plans will be prepared and in conformance with the plans listed above. Required trees shall be a minimum trunk diameter of two (2) inches when measured, four and one-half (41) feet above grade and required trees shall be a minimum of eigbt (8) feet in overall height immediately after planting. Requirement for hedge along the driveway abutting the Boynton Canal on the north property line has been waived per action by the Community Appearance Board. .., No one specie of any "tree" will comprise more than 30-401 of the total quantity used. The Owner will use native trees and vegetation in sel- ection of materials. "Senegal Date Palm" (Pbeonu Reclinata) will be removed from the list of Palm Trees. "Tamarind" (Tamarindus indica) will be replaced with "Tamarind" (Lysiloma latisilquum)on the tree list. 5. Based on the existing vegetation on the property, a tree preservation penait is not required. 6. Sanitation Service: . All refuse from the center section small shop areas and the department stores will be deposited in comp- actors which. will be located in the mall and department store service areas. The owner(s) will contract with a City of Boynton Beach licensed vendor for. refuse removal and dlspo!~l._ . ~ .. _. _ ___ .r__........~ . _.:,,:~~...;....;.:___ ~ _. .~:__~...-.-.....-__ . . ~~~.~ ;i:~~~k~~I~~ifj i 9 ...-. -I'; - ....,... - . .-....., .- . ....~.~ ":.",:.:.;..' .:... ....:.~t.":-..~,..'-!...~.....,.,;....~ ....: _ ".......,--;--.~- -r..~......".._.........~....-,.,,~~..,. :"..#.....,...:.',.~~..-._:....!...~.~.......l .-;.--...' ~ .".. . .. ..... ~... ..-.... 'f.. ..... ~ .'......,.. # .". ;.,. . - .:......0: .~., Y.. _.. .. .. ,.' . ....- '.' I ... ..,:......:~ I'..... ,.r:~..: . . . ~":" -. ,,;,. ~ ., '(-'.......... ...... .:1.--, Development Cv~~:::vns. Sta~~_. ~ cri teria B. BUILDINGS 1. General a. Applicable Buildin~ Codes will apply: Boynton Beach - Code of Ordinances Standard Building Code - 1982 Edition Standard Mechanical Code - 1982 Edition Standard Plumbin~ Code - 1982 Edition NatiamU Electrical Code - 1981 Edition 1978 Florida Model Energy Code w/1982 amendments (Climate Zone 8) NFPA 101 Life Safety Code - 1981 Edition . Florida Handicap Code - 1978 Edition, 5th Printing NFPA 1982 Edition b. Building permit fees will be based on the local permit tee schedules. In arriving at the permit fee evaluations regarding the specialty shop/mall shell valuations, the spec.ialty shop tenants will pay 60$ and the mall will pay 40$ of the permit fees. The mall's share of 40$ shall represent the shell por~lon. Information regarding the permit fees will be included in the tenant's handbook and each tenant will be required to sign a receipt for the handbook. , c. An Engineer's seal is required on the structural drawings and specs. An Architect's seal and signature is accept.able on the balance of plans and specs. d. It is understood that when submitting plans for a building permit, the plans examination fee, which is 30$ of the permit fee, shall be paid with the permit application. Owner will pay the complete fee 100$ at the time of tiling for application. e. Two (2)sets of plans and specifications are required for a Building Permit. Three (3) sets of plans and specs will be required for a Food Service operation permit. f. The architect's and engineer's signature on the plans and specs must be over the embossed seal.' g. The mall street and mailing address will be: Boynton Beach Mall 801 North Congress Ave. Boynton Beach, Florida 33435 All rooms receiving mail will be three (3) digit odd numbers. h. The Owner will review tenant plans on the basis of their meeting lease requirements. The Building Department will review tenant plans and issue building permits on the basis of their meeting code requirements. No tenant may start construction without obtaining approvals from both. The Owner's agent will send a copy of th. release correspondence to the Building Department for coordination and information only. i. The Owner will be the general contractor under the license of. Mr. A.C. Rigas who is a "certified" general contractor in the State of Florida. The Owner shall . furnish to the City a copy of Ir. Rigas' certific&tion . -~~~--'. and-a--tetter" of authorization' listing. the name& of. _. _.~._ . -:=-:,. ._: ... ~.> ~":':..:_Grso_n~"" a,~~~C?~~ze~.~o ~~~..!_~.!.~!~_ ~pp!!~~ti~~.8c".~~.",~.iS 'u ~". :.t:~~~?-l~:~~~~~~~:~~~~Z:~ 2:;;?~J~~~~~ . ,~.,se."'~~"n~~(F-b)1~rtt'fOO:-li'IUltt"ob"td..... RQlI~.~prom"Aiolii .. ~,.:" .. .. .,. u. "-~';,~~~-:"",",~.-- :"~":!".!,-~-. -.... ','.- .... - '-':'rr ....:=...:..... :". .... ". '. :....:..- 10 -:-'-' !:'-l""::'.~": ..... . ... . ;' .:...."..:.._":""... '., ..... ~':-.:'~.~.~.~.._.....~\~.....I;..~~..."'~~....:"".;..".,:.:fO'::\:'(."'C'~:....:...'~..~~:~~~~.~:~.:.~ ~'<.:. . -: . .'. ~ ("- " ,... ..,. .. -. . .p' ~,"': _'1.,.~~.,~,_I' "".._' ........., .,:......~ I~... tr"7;'~."\..'.""'.-'~'" :" ',.: .",... :. ,.,... -_: '. -'......., .~ ..' - ~ ,__ ,~..".. ...J,.' k. Four (4) sets each of mallsprl,,~.er and sprinkler alarm drawings (hydraulics, if applicable) shall be submitted to the BUilding Dept. who will review and then turn over to the Fire Department for approval. Also, each tenant ~ will have to furnisb four (4) sets of drawings and hydraulics (if applicable) to the Building Department. 2. Building a. Upon completion of the mall, certain spaces will remain unleased temporarily. These unleased spaces will be provided with temporary storefronts constructed of metal studs and- drywall to- a heigbt of -approximately 8 '_0"+. The remaining opening of approxi\JIately 4 feet will be draped with visquene to prevent loss of mall air conditioning and also to prevent dust from entering the the mall area and adjacent specialty shops. This' method has been determined acceptable since it is an unoccupied area. b. The mall roof struct~re will be designed based on the Standard Building Code 1982 Edition with the 201bs/sq. ft. live load horizontal projection as a minimum criteria. Further, the specific structural considerations for the roof design, in addition to the 20 pst live load, will be proper analysis ot all roof areas that ponding will occur, design of all 7eliet scuppers and relief drains to handle overflow drainage and general deSign ot all areas of the roof that 20 psf live load could exceed in accordance with the Standard Building Code and acceptable engineering practices in the State at Florida. c. The mall center section type of construction will be Group M - Type IV, unprotected steel, unlimited area, single story, sprinklered. d. The multi-story department stores type of construction ~ will be Group M - Type II sprinklered protected steel, un- limited area. e. Fire exit corridor walls will be 8" concrete block. No ceiling is required. Doors into the corridor from the mall will be B label doors at the rear of the tenant's spaces and will swing 180 degrees in the direction of travel of the fire corridor. The corridors will be sprinklered. f. Tenant spaces shall be separated by 1 hour walls con- sisting of metal studs witb 5/8" type X plasterboard on both sides tight to the underside of the roof deck. g. There shall be a separation above the ceiling between the tenant's storefronts and the concourse area (no fire rating required). h. Maximum travel distance to an exit corridor in a sprinklered building is 200'. Therefore, the fire exit corridors can be a maximum of 400' on center. . i. Mall construction would consist of masonry exterior walls, "U" columns, steel bar joists, poured gypsum on formboard or equal.20 year bonded root, and tbat tbe building would be totally sprinklered. j. Multi-story buildings must bave accessibility panels for Fire Department use. ~ :- - '--.' --;-~~..._._-- .~~~.~~-~-.~.._. ---"'"---.... --~-- ._~...~ '. ........_-u-.'---_ k._ A soils report must be_submlUed,aloniL,,!itb tbe~oUDdat1oD .-':_ y .7,-': ~,:---' . :" ... -permit "appl1catioD';-C.' This report 'will include ,,',split-spoon ." -- -+-0--:-: ':- .=-- ::';c~enetratio~,tJl$LsiiowiJlg,.th:e":.6l.ow...cOUnt.-:,-p-er"::"fo' -"""4: the-~'-.-' =~:~'~~~~~~~~Z:7':!~::;t':::E=~' 11 ./.."..... ........." -~,......" ...~~."....._. ! L - " "" l'~ ,. '1:.. ,.... ~,.-" . ......!, ,. ...... ... 11,..... ,,,- .,. " .- ..... "," . . ...~ .. ,. ." .0 _ >' ",.. . ,.. . ,.. .o,. "'. .'" . .-~'.'-~ ..... ~ . . ....'....A.. \.. . \ r- . ~, .. 't ~I ..' ... ..t" _ -: ._ ~ " .i../ \ \ I B. BCILDINGS (cont'd) 1. Kiosks are permitted provided they are constructed per the building code. 3. Signs a. Building wall signs will be interpreted as "flat" signs under the Sign Ordinance. On this basis, the signs may not exceed 10~ of each face area and may also be illumin~ b. Storefront signs inside the mall do not require a permit from the City and must therefore meet only the mall design/sign criteria. c. Exterior building'wall signs are permitted and allowed to cover up to 10$ of the exterior wall area of a mall center section store. Each major department store may also apply this 10~ rule to each exterior elevation of their individual stores. 4. Mechanical a. Water meters to be installed on lines over 2" will require a bypass. b. Detector checks and meters are not required tor either mall or department stores. Backflow preventers are not required on domestic services for general water service. c. Water meters are to be placed i~ pits in the sidewalks. d. Ai. conditioning condensate ne~d Dot be piped to roof drains. Tenants will, however, be required to install a splash pan or similar material on the roof. Tenant rooftop units as well as mall rooftop units will be required to have a walkway material such as Carey Tred installed around the perimeter of each unit. e. Mall fountains aDd elevator or escalator pits shall be drained to the storm system. Interior sanitary sewer with stubs in p.ach tenant space will be provided., which i@_ acceptable to the, City. f. g. 750 gallon minimum exterior grease interceptors shall be provided for large food operations and food boutique tenaD The food boutique area is to be served by a common grease h. Trash compactors require a slab to be sloped to a floor drain which shall be connected to a separate grease trap or tied to one which services a restaurant. This grease trap shall be connected to the sanitary system. 1. I Each food boutique tenant shall have a toilet room. j. Stores with 10 or more employees shall have 2 toilet roomf 9 or less, ODe toilet' room (also applies to food boutique tenants'). . k. The' mall maintenance garage floor drain shall be either the sand and grease types or combination sand and grease. type. 1. PVC schedule 40 pipe may be used for interior storm and sanitary l~nes except that it cannot penetrate or be used In_a_U.l:e :"alL,.__n~oI:.,.!)~ ' c::~.!.liJ.1l!...... ,~_ __ ."_~~~_____, .- .- .-'-'-..." .. -;., .-..:....~:..::.:...:..tL........, -_ ~:- .. ;.. ~...:..:.:.: ~ m~-:: Em-ergeDc,-- root~dralD8 ..fo:r~ lQcked- In" roof _ areas:=can~be tle~ :~=-;.~~:;'~-.;~':~:::. .:.~ ~. .1'!.t~._~~~~~;':'\!.~~_}1~~~;;'~:_'~E:~::_1!! ~~,~~~~-=- dr~ID: .:~~0~~:":- ....~ -""~~'''- _"r:~..__..-~0I;;:~.fi'i?<~"~"'~'~"",,~~.1!:.~~~";~.._,, ~~~~~~~~~".~S~~~2~-:'~~~~~~:~~~~~~~:~~~~ 12 :- '.'.. ....--.......'.,.. I,"p,. ~ ..... .'. . ~. '.'- .. ... '.'~ ~,~ .'11;.......",....... .::-............,.,...- ~ '~'...r: T:',....l."....t..~.(.~....,..'\.....'_...~~.....}' ....... ....., " - . ... ". -. . {II' ~ ",' .. .. .... ':'" ",00:: ,. I'. .'1.."....,....... n. S;r;oke detectors in rl?tu:-:: ..:-.....'7l :l1.J fire S:~'. :. ,J, supply air stream must shut the H\'AC Uni ts down. J:CJO j [)e!'l etrat10ns of supply and return ducts will be handlQd on an ~nd1vidual basis as to the requirements at fire dampers. o. Ceilings may be used as return air plenums. p. Exhaust hoods may have their own make up air systems. ~ q. Fiberglas duct is acceptable but must comply with app- licable codes. r.' Toilet exhaust - Both conventional ceiling exhaust and ductless exhaust fans are acceptable although ceiling exhaust fans are strongly recommended. s. Rooftop units must be fastened to the structural steel. Method of installation is subject to Building Department approv!ll.. 5. Electrical a. Emergency lighting with either battery or generator back- up will be required throughout the mall and in the individual tenant stores in accordance with Section 5-9 of Life Safety Code 101; exit signs shall comply with Section 5-10 of Life Safety Code 101 and sac Section 1124. b. , Type "OF" wire is approved for exterior use under the parking lot and grassed areas provided it is installed 24" below grade. Conduit run below grade may be galvanized heavy wall steel or schedule "40" P.V.C. plastic. Schedule "80" P.V.C. should be used in lieu of schedule "40" where advserse conditions exist. Conduit run above grade may be galvan- ized heavy wall steel or E.M.T. conduit. P.V.C. conduit is approved for use on the roof provided it is properly supported. All non-metallic conduit after the service entrance poin~ must have. a copper grounding conductor run in the conduit. c. d. e. The use of "BX" armored cable is prohibited. f. Sealtite or Liquidtite conduit cannot exceed 6' in length and must have a copper grounding conductor run either inside or outside the conduit. g. Flexibile metallic conduit (standard greenfield) is approvec in lengths of 6' at indoor dry locations for Bhort connectic to lighting fixtures, etc. Although not strictly required, it is recommended that a~ounding conductor be run in all flexible metallic conduit. h. A #12 A.W.G. is the minimum wire size permitted for branch circuits. Aluminum wire is permitted only in sizes #2 or larger. Use of all aluminum wire is restricted by exact tequire- ments and approvals (see uniform amendment to N.E.C. - county code). Fixture wire. rUn past the ballast of fluorescent lighting fixtures must be rated at least 90 degrees C. k. Individual fusing i~not required for fluorescent fixtures '-"-~~~-.-wlth Class ."pu-ballast~..~~.~.~ . ..,_._=:, '_~'_ '., 1. j. ..~1~~~~~~~~~~~~~i2r~d~~~~ ~~-:"-~~-.;, ~~'1J.--~;;";~~-:"'~~~~~i :~ ''''. -, . .'%. ~. ._,,-,..<. '$:-""';~~:;;;::'!:~',:_.:; "-'::'-=-~.;"':~"-"c-';',~'~~~~~'"!--:-- -""""~""'- " -:."'....,-: ...", ~"":--~:...........,.,,-='~.j.... ..::.... "'..'; 'h" ....Oi .....~r~~ -"......_.'::~ ~-:'..:~.....:-~.; :.....~.;;~~~:".,.:"';;~!..."":":._""':-'f.,~"!"'....".-~.~~.-.T"":~:.-:-,. ~..:'...~-::~?~,. ~ ... -:...........",., ..... ""'I '\',. '-r: ,,. .'" ,- \ ". '." .'.....ft .,.. .,.~. . ,........ -. .. ,." . - >. ..., '" ~ ~, .... . . .~. ... r.. . _. ..... ~., ......... ....' ~.. ...~ '.. ....,.... ,,' . \"1..,.,."", ~ " ... - ... . B. BUILDING (cont'd) , 1. The meter points will be bus in trough protected by a main switch. The rule of six (6) main disconnects will apply to each meter point. Meter rooms are not required, meter points will be mounted on the exterior ot the building. m. Individual disconnects at the meter points will be used for room services. A main disconnect in the tenant rooms is not required if an individual room disconnect is installed at the meter point, however, it is recommend~d that a main disconnect be .installed in the tenant's panel. n. Direct feeding of individual rooms underground from the transformer vault will be permitted provided that a disconnect switch is installed at the point the service enters .the room. o. Service entrance grounding is accomplished by means of a driven grounding electrode. The building's metallic water piping system must be effectively bonded to the grounding electrode conductor. It is recommended that the bUilding steel also be bonded although it is not required. p. The use of dou~le locknuts is recognized for ground con- tinuity on metallic conduit provided the equipment hole is punched to the proper size. Where concentric or eccentric knock outs are utilized, a bonding type busing with a jumper wire will be required. q. Circuit directories for panels must have permanent ident- ification markings (preterably type written). r. Tbe proper color coding of wire is as follows: 208 volt system; "A" phase - black, "B" phase - red, "C" phase- blue, "neutral" - white. 480 volt system; "A" phase - brown, "B" phase - orange, "C" phase - yellow, "neutral" - gray. Color coding may be accomplished by either taped or painted ends. s. All HVAC units must comply with the manufacturer's name- plate rating for overcurrent protective devices. Where the nameplate.markings specify a maximum fuse size for the unit, fuses only will be acceptable as--rbe overcurrent protective device. t. All fuses and circuit breakers shall comply witb Article 110-9 of the 'N.E.C. regarding the interrupting ratings of protective devices. For purposes of determining the available fault current whicb the protective devices must interrupt, the Inspection Department will use fault cuprent information supplied to them by the Power Co. v. u. Individual meter point disconnects for the tenant rooms must be labeled to indicate the number of the room being served.. Where more than one main switch is located at a meter point, each must be identified as a "main d,isconnect." Identitication markings tor meter point service disconnects must be a permanent type. Etched micarta nameplates are acceptable for this purpose. All air-conditioning and beating components installed on the roof must have a 120 volt alc convenie~ce'outlet located.convenient to the general equipment area. ~ "........ I - - .--...,..; ,..~._.. --". _. _.~~.-..-=-- ~ -. ~----.....:~..;~~. w.--The'metallic. wat'er. piping system groun~_connection should be - _. ,~ ':':.: _,..' -kep~: out.:o:t.the:el.ectJ"_1c_<:l0$.ek.L:"uL~bc?_D~~.~g,.J~eercg!.0~n~ .~:f;5;-....:.:'.C-=-::''-:'' -_.-:~. --J'li!~~~.nu rmi~tV.,~::, 0 '~~.-_~,gi-to::..-~.~.9,~~S.i~._C[,-().,(,.;,:t4$ electric --"~~~.~:-:--:'~~Ios~:i.i.~~ . ~'~~t'~~'PTlIie~bn-tie~~r:'W1iitz~!{~an.r<!~ ~~~!,~"~$t.,-:":l~~~~~~~bOU~~P1~~W-:..1.~Jc:be)~,$~ , ' " ....~,,:- _:.-P":i8:.8U6Jtf~t.,..to physleill 'dinii.ge7"".".:."<S:;.<""".:>....~"~,.,-:.:r.,,- .. ..-:""'" ,.~-'_:' 14 . ,-~., ,,. ,- \ "., '.' .,. -.. t .. .... . . "r r... . . __" _ }" "-"<~' '. ~----...,...."., - \,..":.....,., '....... . ....... ....... ~ ". - '".',. ,,",- 1'" '.-~''''',''';6' "~"."'-""'.""J"_:"-~'.."'"_ ~ "-::... ," I / ~. . ..- ~ ... , J' ~ ._~.,. ... r' -', ..;... ..1..~~ a'.G x. Tn accordance with Article 410-65(c) of the S.~.C.. ~:l recessed incandescent lighting fixtures shall have thermal protection and shall be so identified as. thermally protecte, y. In accordance with Article 410-66 of the N.E.C., thermal insulation, including insulated R.Y.A.C. ductwork shal:--J not be installed within three (3) inches ot the recesse~ fixtures enclosure, wiring compartment, or ballast and shall not be so installed above the fixture as to entrap heat or prevent the free circulation of air unless the fixture is otherwise identified for installation within thermal insulation. z. Where recessed ligbting fixtures are installed in a fire rated ceiling, (such as the lower level ceilings of a multi-level depArtment store), the U.L. design standards as listed in the 1982 fire resistance directory will apply to the mounting, enclosing and support of the fixtures. 6. Fire Protection a. Unleased areas need not be sprinklered. However, should any unleased area be used for storage of any sort, the interior metal stud divider walls must have 5/8" type X drywall applied from existing floor and sealed tight to the underside of roof deck. , b. Fire extinguishers shall not be required within the fire exit corridors. c. The entire mall center section, specialty sbops, and department stores will be'totally sprinklered. d. Wall post indicator valves will be used at each riser in lieu yard post indicator. valves out,in the parkin~ lot. e. A siamese connection (Fire Dept. connection) shall be located at each riser. .III f. The mall is not located in a fire district. g. The sprinkler system can be either schedule pipe or hy- draulically calculated system (Ordinary Group Hazard II). h. Sprinklers are not required in switcbRear,.telephone equipment, electrical meter and elevator equipment rooms, elevator shafts, walk-in coolers and freezers. The Fire Dept. reserves the right to require sprinklers if a sit- uation is as required by Code. i. Wall post indicator valves must be chained. j. The mall, concourse and tenant areas are allowed to be fed from the same sprinkler riser so lonR as each riser is separately monitored and supervised per water flow and water supply meets code requirements for sprinkler dens- ity and valves are available and accessible to shut off areas controlled ~y the sprinkler riser, all as tequired by Cc k. The Fire Dept. utilizes National Standard Tread. 1. Fire hydrants are to have 4-1/2" steamer connections. m. 2-1/2" hose valves shall be located in all fire ex.it . ~-,'~~ corridors,-6!-O", back from door leadinl._in~Q_c:onco~r~!, OW'H' U,. ~_' =:-= ,a~e,~!_._Rose valves are not requi!:,ed t~_~e .~D Ca~~D!ts. _.__._ . ;, "~.~. ~;:.;, "l~:.:~-~.~~~,:~~j~~_~.";~!~~_,WllJ. ,\>tlc~:~~,~.!1!.cs .i1~'~i~e_~~~p~~.~~L~~~: J :........~..~~-~- "" .~~=-S~l~IllS.-erI!"-:mains~~~.~-~....:,::a...:r~;.rn;:.~ '~ .".,......,....--::.,;.......,..""= '''~,;~~~~~:I ~jE~,~~-~:::~~~~1~~:~~~~'=i.~~:~~f;:.~~;;;.:..:'~7~:~~-~ , 15 ',.).. y~...,............_;O~ .~>'.....-..,...~. ..-~.... . . ..' ..~... .-........ ".~'_',....~. .'.'at... .'. ."...,.~ ...... ';'':--:'-'.'~'''''' . . '. . l' _ . I .. -. .'r? 0" ..- .."')~.... 00.,.- ': V' ........ #'~ '1;0., : .1.=:.... ~ B. BlT ~ont'd) \ 0, The Fire Department is requirin~ all tenants to have a 10 lb. multi-purpose fire extinguisher located at a maximum travel distance of 75' from any point in eacb room. Also 10 lb. multi-purpose fire extin~- u1shers are requirod in telephone equipment, switch- gear and electrical eauipment rooms. The Fire Dept. reserves the right to add/delete extinguishers on an individual tenant basis based on reco~nized good practice. p. A remote fire alarm panel shall be supervised by a remote monitoring station such as Honeywell, ADT or Security Central. q. Alarm bells are Dot required throughout the mall. Owner will submit notification and alarm concept philosophy and/or plans as required by Code. Owner will submit concourse smoke control concept phil- osophy and/or plaDs as required by Code. AP~ROVED AND ACCEPTED THIS OF' . 1983 by: BOYN DAY BY , CITY OF BOYNTON BEACH, FLORIDA BY . " . .~- ""'"'~' -~~,~~-~;::-"~=..'~~'.:~~ . d:::------ "- .~..d..r.li~~~.' ~"~~ . .........~..~~.~~~~.:._.-.--,....-~ -~~~:.~:~'.~..~ '.~ . .:...~!~~.,:::~-.:.~:;;~..2<:t;. - ............ - . . . .-.~.. 4_, - ....::_.'~~. ".:': -: '.::.:.:... :~":;'''''~'''~''~~":~~~_~.~_~.::i''__ '.:~::::_:~ ...~~"- :.~~. ~ ~""""~__.'a.",~,_,~~~~,<:_, ,;,;""::' -:.:_~. _ J";;p_"'1 .~..... ........... lo '. ........... '..-~ " .'~"' .~- "'~'~~"'-'~":"~;" ,,, .,' ......"'.j: ..........,...... ~.,;-..,.,. ..' . I.' '.": ,,~..~:.._ __... ...... 'l".,.. t...r......./-:-..,'~.';<# -'i'..7'o,-r:- ..,- .#....:l,-....~.....~..":.',.~<<.:-....." 1 'I' ~. IiI, -. ~. ( fr ANHBXA'l'IOH AGRBBMBlfT AN AGREEMENT between Boynton-JCP Associates, Ltd. .., ("Applicant") and the City of Boynton Beach ("City") and effec- tive upon the date affixed next to the authorized signature of the last party to execute this Agreement. PREMISES A. The Applicant has filed an Application to annex the property whose legal description is attached as Exhibit "An, (the "Property") into the City. B. The Property included a pine area to be preserved in the Development Order pursuant to Palm Beach County Resolution No. R-75-297, issued April 24, 1975, as amended by Palm Beach County Resolutions No. R-78-l132 and R-81-l652 ("Development ...., Order"). C. Section 171.062(2), Florida Statutes, (1985) pro- vides: (2) If the area annexed was subject to a county land use plan and county zoning or subdivision regulations; said regula- tions shall remain in full force and effect until the area is rezoned by the municipality to comply with its compre- hensive plan. D. The parties wish to proceed with the annexation of the Property prior to adopting a City Land Use Category or City Zoning District for the Property. E. The parties wish to set forth an understanding for ~ ~ .."" the procedure the Applicant shall follow to assure that the Applicant will apply for a City Land Use Cateqory, City Zoning District and, if required, an Amendment of the Development Order. NOW, THEREFORE, the parties agree as follows: 1. The City, if and when the Property is annexed, will not require, as part of the annexation process, that a City Land Use Category or City Zoning of the Property be adopted prior to, or simultaneously with, annexation of the Property. 2. If required, the Applicant will, as soon as prac- ticable after the annexation, process a Notification of Proposed Change to a Previously Approved DRI ("Development Order Amend- ment") which, if approved, will result in utilizing the Property for parking as shown on Exhibit liB". 3. If the Development Order or the Development Order Amendment (if required) permits the Property to be used for park- ing, the Applicant will, either simultaneously with the Develop- ment Order Amendment Process, or immediately after the Develop- ment Order Amendment is adopted, file with the City an Application for Land Use Element Amenq~e~t and Application for Rezoning to permit construction of a parking lot on the Property. 4. On or before October 1, 1988, regardless of whether a Development Order Amendment is in process or obtained, the Applicant will apply for a City Land Use Element Amendment and City Rezoning of the Property consistent with the use permit- ted by the Development Order or, if the Development Order is amended prior to October 1, 1988, consistent with the Amended Development Order. ~ ~ 5. The Applicant acknowledges that the annexation of the Property creates no vested rights in the Applicant to use the Property as anything other than as provided under the Develop- ment Order unless and until the Development Order or the Devel- opment Order Amendment (if required) permits use of the Property for a Parking Area substantially in accordance with the Plan previously submitted to the City. 6. Provided the Applicant submits a City Land Use Element Amendment and Rezoning simultaneously with the Develop- ment Order Amendment Application, the City will process the Land Use Element and Rezoning simultaneously with the Development Order Amendment process. WHEREFORE, the parties set their hands and seal on the dates set forth below. BOYNTO.zC?S~ LTD. , BY: ~\'-UJJ ~ Date signed by Applicant: ~r\ \ " , 1988 CITY OP ~CB Jf:1 . "- or At~u!~ City C Date signed by City: ~? , 1988 -.I ..." ~..." Ci2, ( NEW EXHIBIT "A" OOYN'OON BEAOi PARCEL 17 5.83 ACRES A parcel of land lying in Section 19, Township 45 South, Range 43 East, Palm beach County, Florida, being rrore particularly described as follows: Cannence at the Center of said Section 19; thence N.OO51' 51"W., along the North South 1/4 Section line of said Section, a distance of 35.00 feet; thence N.870S8'21"E., a distance of 40.01 feet to the principal point and place of beginning of the following description: Thence N.0051'51''W., along a line 40.00 feet East of and parallel with said North South 1/4 Section line, a distance of 1191.23 feet to a point on the South right-of-way line of Boynton Canal; thence N.88005'26"E., along said South right-of-way line, a distance of 347.93 feet to a point; thence 5.0005' 26''W., a distance of 142.02 feet to a point; thence 233.87 feet along an arc to the right, having a radius of 335.00 feet and a chord of 229.15 feet bearing S.20005'26"W; thence 372.\0 feet, along an arc to the left having a radius of 410.00 feet and a chord of 359.46 feet, bearing S.14005'26"W.; tbenoe S.11054'34"E., a distance of 70.00 feet to a point; thence 172.26 feet, along an arc to the right, having a- radius of 235.00 feet and a chord of 168.43 feet bearing S.9005'26~.; thence. 182.18 feet, along an arc to the left having a radius of 325.00 feet and a chord of 179.81 feet, bearing S.l400l'S3''W.; thence S.0200l'39"E., a distance of 23.67 feet to a point; thence 94.2S feet, along an arc to the right having a radius of 60.00 feet and a chord of 84.85 feet, bearing S.4~S8'21"'.; thence S.870SS'2l"W., a distance of SO.59 feet to the Point of BegimhlC) and con~ininq 5.83 acres of land, more or less. ~ ( z} -:- .0 ~I' ~= iiiiiiI , ; IcAU , : ~_____:~_~!._~!~~~_---I! i _____;....._ fl1rr ' 'I ~ yt.~,~. ~p Ace... My. -A-I j t . ~ll:' I : ~: ,:/ iil ' , CD: 1:1 , . I · 9t 01/'1 Mall Acc.SS_Q!!."!~ ------, I/' : ./ OFFICI! if. I , l '. . .' j _~ .2~~~..:k 86' CANAL ROW-2.38A PARCEL 7 -8.92A MALL -------.;....rT 1 . , , I i . , · I J . . I 1.1~1 . I:J t I : I I . : 131 I ....1' \2, W.M.A. : ~I I J!! I . II :CO"",ERCIA · I, .' I ~.57Ac. , .' ---- ~L_A.- , --1 r-- L~ CO.,.,J;CIAL 4.QA~1~A.. CONGRESS .' ~ENUE ---------..----- , ' -------. r-------~ " f' , ,. ------~----- LEGEND: W.M.A. - WATER.._iANAGEMEHT AREA W'///A - PROPOSED oePAATMENT 8T~RE BOYNTON BEACH MALL PALM BEAOf COUNTY. FLORIDA PROPOSED SITE PLAN ~,.., , . ~ EDWARD J. DeBARTOLO CORlORAUON ' "8- I!)(HI.IT APPENDIX B CORRESPONDANCE (.~~:~~ij:~:: ~r/ I .",,-, I ~~ I :,(,1\ ~~ I b:; ~ I i I I n" I ~ ~i ~fl.:. ~ ~~ }:;i :.~~ ~~. "'. I: I." ~. s~. lude martin treQlure co~t regional planniQg council - / ' i ~_;r:/ ) .I ~ I ~. .'~f b~) '-__-.I _, f I ill~@~OW~[ID MAR ~ 5 1988 March 23, 1988 GREINER, INC.; TAMPA; FL Mr. Thomas A. Marsicano Associate Vice President Greiner, Inc. P. O. Box 31646 5601 Mariner street Tampa, FL 33630-3416 Subject: Boynton Beach Mall Development of Regional Impact Substantial Deviation Dear Tom: This is to summarize the preapplication meeting of March 8, 1988 for the Boy ton Beach Mall Development of Regional Impact (DRI) Substantial Deviation. The change to the approved DRI involves the addition of 131,448 square feet of retail use, the relocation of a canal, and the addition of parking space. Several substanti ve as well as procedural matters were discussed. The following are major substantive issues raised: ..,.; Habitat. Veqetation and Wildlife There was discussion about the relocation of the canal which will have to be routed through an area of pine trees currently required to be preserved by the Development Order. The City representative indicated that there is concern over the loss of the preserved trees. A list of acceptable replacement species for replanting is available from the city. There w?s also disc~s$icn abo~t landscaping in tne parking lot, and the need to buffer the parking area from the residential area to the west by a vegetation/tree buffer or by a permanent wall. Discussion about the wall included the possibility of a break in the wall so nearby residents might walk to the mall. Drainage and Water Ouality The representative from the Department of Environmental Regulation (DER) indicated that a dredge and fill permit will be required in order to relocate the canal. The DER representative also expressed concern that culverting the relocated ditch will lower the volume of water that can reach the C-16 canal and will decrease the recharge area even further. The suggestion was made -..I 3228 s.w. martin downs blvd. suite 205 . p.o. box 1529 palm c:lty, florid a 34990 phone (407) 286.3313 Jim mlnlx chairman thomas g. kenny, III vice chairman john ac:or secretary/treasurer danlel m, cary executive director Mr. Thomas A. Marsicano Grainer, Inc. March 23, 1988 Page Two that sodding the canal to the water level (leaving the canal as an open ditch) and providing landscaping might be a more acceptable alternative. The need for any additional irrigation water should be met by pumping from the retention ponds as is being done now. Hazardous Materials and Solid Waste rrhe a~di tio:clal square foota,:/c will Le ~Oi1~t..cl1cted as a Sears store. Because Sears may store and sell paint, fertilizers, and other hazardous materials, a management plan for such materials will be required. The disposition of additional solid waste generated by the substantial deviation must also be addressed because of the critical status of disposal facilities in Palm Beach County. Traffic and Air Ouality Council generally analyzes traffic impacts and ties the required roadway/intersection improvements to project phasing, although it is assumed that the addition of another department store might be treated as one phase. By agreeing to methodology and analyses of traffic impact, the required roadway/intersection improvements are then determined based on this information. Council has consistently required as conditions of approval that no building permits be issued until contracts have been let for appropriate improvements and that no certificates of occupancy be issued until the necessary improvements have been completed. Council staff and the transportation planners for this project will need to set a separate meeting to agree upon traffic assumptions and methodology to be used in preparation of the Application for Development Al;)~rcv3.l. ('.D.;) f :.:-: this s;lbstantial deviation. Palm Beach Co~nty Traffic staff and the Metropolitan Planning Organization (MPO) would both like to see the Mall's substantial deviation traffic meet the County's traffic performance standard. Both the MPO and County will work to provide the applicant with background traffic counts, County Thoroughfare Right-of-way Protection Plan, current TIP, and any other pertinent data. The DER has new air quality impact guidelines available (dated January 1988). It was indicated by the DER representative that links and intersections projected to operate at Level of Service E or F by buildout of the substantial deviation will require modeling. Mr. Thomas A. Marsicano Greiner, Inc. March 23, 1988 Page Three .." The above items represent the most significant issues raised at the preapplication meeting. Additional concerns may arise during the course of the DRI review process. We will attempt to inform you of any issues as we become aware of them. In addition to the substantive concerns following procedural or administrative di::.cl.lssed. outlined matters above, the were al so 1. Information provided in the Substantial Deviation ADA and the DRI review conducted shall address only the proposed change and issues raised by that change. 2. Copies of Council's DRI rules and the Regional Comprehensive Policy Plan were provided to you. A draft revised ADA was also privided to you. Council staff believes it more precisely requests the information needed to review this project and would prefer to have you use this draft rather than the original ADA version. 3. A fee deposit of $3,500 will be required at the time the Substantial Deviation ADA is submitted. .." 4. The following number of applications should be provided by the applicant directly to the agencies indicated: Treasure Coast Regional Planning Council South Florida Water Management District Department of Environmental Regulation Department of Transportation De~artrn~n~ nf Ccm~unity Affair~ City of Boynton Beach Check Palm Beach County Check Palm Beach County Metropolitan Planning Organization Palm Beach County Health Department 10 5 2 1 1 with with 1 City County 1 In the event a sufficiency response is necessary, the same number of responses should be provided by the applicant directly to the same agencies indicated above. A list of agency contact persons is enclosed. The application must be submitted in a 3-ring binder/notebook so that any supplemental information can be integrated directly into the original application. .." Mr. Thomas A. Marsicano Greiner, Inc. March 23, 1988 Page Four 5. Pursuant to Section 380.06(7) (b), Florida Statutes and section 29K-2.07, Florida Administrative Code (Council Rules), the applicant may request that questions in the application be exempted. The request for exemption of questions may be made at any time prior to submission of the application. After discussion with Treasure Coast Regional Planning Council, the Department of Environmental Regulation, and South Florida Water Management District staffs following the meeting, it was determined that the infcrrr.ation in ADA questions 1-1J, 15, la, 22, 23, 24, 31, and 43 would be necessary to adequately review the substantial deviation. Council staff will consider a formal request by you to exempt other ADA questions. 6. Pursuant to Section 380.06(9), Florida statutes, and Section 29K-2.08, request process. the ADA. Florida Administrative Code, the applicant may a coordinated review/conceptual agency review Such a request must be made prior to submission of 7. Map scales of at least 1 inch = 400 feet should be used for Maps B, C, E, F, G, and H which should all be provided at the same scale. All other maps may be at any readable scale. Only three sets of large-scale maps need to be submitted to the Council. The South Florida Water Management District, the Department of Environmental Regulation, and the Department of Community Affairs should receive one set of large scale maps with each application' submitted. In addition to these large-scale maps, each application should contain all maps in an 8 1/2" x 11" format. I hope the preapplication meeting has proven helpful to you. If you have any questions regarding the DRI process i tsel f or any issues raised with regard to development of the project, please do not hesitate to contact me. Sincerely, ~~ L. Christine Beditz ~ DRI Coordinator - Lca: 19 Enclosure Mr. Thomas A. Marsicano Greiner, Inc. March 23, 1988 Page Five cc: Jim Minix Marion Hedgepeth Carmen Annunziato Charles Walker Teresa Cantrell Alto Thomas Bruce Offord Sam Shannon Randy Whitfield Jim Stormer ..."" Lisa smith Bruce Seiler Stan Redick Allan Ennis .; ""'" AGENCY CONTACTS FOR DEVELOPMENTS OF REGIONAL IMPACT IN THE TREASURE COAST REGION TREASURE COAST REGIONAL PLANNING COUNCIL: Ms. L. Christine Beditz DRI Coordinator Treasure Coast Regional Planning Council P. O. Box 1529 322~ S. W. Martin Downs Boulevard Suite 205 Palm City. FL 34990 (305) 286-3313 DEPARTMENT OF COMMUNITY AFFAIRS: Mr. Alto Thomas Bureau of State Planning Department of Community Affairs 2740 Centerview Drive The Rhyne Building Tallahassee. FL 32399 (904) 488-4925 DEPARTMENT OF TRANSPORTATION: Mr. Bruce Seiler, Planning Engineer Florida Department of Transportation District IV 780 S.W. 24th Street Fort Lauderdale. FL 33315 (305) 522-4244 DEPARTMENT OF COMMERCE: (For non-residential DRI's only) Ms. Wyne1le Wilson Bureau of Economic Analysis Department of Commerce 107 W. Gaines Street Tallahassee, FL 32301 (904) 487-2568 DEPARTMENT OF NATURAL RESOURCES: Mr. William Howell Bureau of Biological and Interpretive Services Department of Natural Resources 3900 Commonwealth Blvd., Rm. 302 Tallahassee. FL 32303 (904) 488-4892 WATER MANAGEMENT DISTRICT: (For Palm Beach, Martin, and St. Lucie Counties) Ms. Lisa Smith DRI Coordinator Resource Control Department South Florida Water Management District P. O. Box 24680 West Palm Beach, FL 33416 ( 305) 686-8800 (For Indian River County) Mr. Bob Taylor. Director or Mr. Glenn Lowe. ,Permit Administrator Division of Permitting St. Johns River Water Management District Post Office Box 1429 Pal atka, Florida 32077 (904) 328-8321 DEPARTMENT OF ENVIRONMENTAL REGULATION: (For Palm Beach, Martin. and St. Lucie Counties) Ms. Marion Y. Hedgepeth, M.S. Environmental Specialist and Mr. Bruce Offord. Air Permitting South Florida District Department of Environmental Regulation 1900 South Congress Avenue - Suite A West Palm Beach, FL 33406 ( 305) 964- 9668 (For Indian River County): Mr. Louis A. Nichols Central Florida District Department of Environmental Regulation 3319 Maguire Boulevard, Suite 232 Orlando. FL 32803 ( 305) 894- 7555 COOlt regional planning council .." June 20, 1988 Ms. Virginia Driscoll Greiner, Inc. P. O. Box 31646 5601 Mariner street Tampa, FL 33630-3416 Subj ect: Boynton B~a.ch Mal,l,. Dcvelop!r.ant ,of Rdgic..a 1 Impact Substantial Deviation Dear Ms. Driscoll: Pursuant to your request of June 14, 1988,. and Sections 380.06(7) (b), Florida statutes, and 29K-2.07, Florida Administra- tive Code, the Treasure Coast Regional Planning Council agrees to exempt the following questions from the Application for Development Approval for the proposed Boynton Beach Mall Development of Regional Impact (DRI) Substantial Deviation: 14 16 17 19 20 21 25 26 27 28 29 30 32 33 - 42 Environment and Natural Resources: Land Environment and Natural Resources: Wetlands Environment and Natural Resources: Flood Plains Environment and Natural Resources: Historical and Archeological Sites Economy Public Facilities: Wastewater Management Public Facilities: Energy Public Facilities: Education Public Facilities: Recreation and Open Space Public Facilities: Health Care Public Facilities: Police ~lbiic Facilities: Fire Housing Part III: Specific DRI Information lffIII If you concur with the agreement, please sign both copies of this letter, retaining one copy for your files and returning the other to the Council. If you do not concur with the proposed agreement and wish to have additional questions exempted, you may provide a written justification for the additional exemptions as described in section 29K-2.07(2), Florida Administrative Code. 'We will respond within two weeks of receipt of such a request. 322. s.w. mar1ln downs blvd. aulte 205 . p.o. box 1529 palm city, 'Iorlda 34990 phon. (.o7}286-3313 Jlmmlnlx chairman ttIomas g. kenny, II vtc. chalrm_ - john acor ....r.laryllr_.urer dantel m. cary ellecutlv. dlr...tor Ms. Virginia Driscoll Greiner, Inc. June 20, 1988 Page Two Please note that we are exempting the answering of questions in order to reduce paperwork and eliminate the unnecessary gathering of information. Exemption of a question does not mean that issues related thereto are exempt from consideration by Council during its review. Council may address and recommend conditions for any regional issues which may arise with regard to the proposed development, regardless of the exempt status of any question. If YOll have afiY qu~stl.(m;:; reg'arding speci1"ic e:xemptions or th~ procedures for allowing exemptions, please contact me or Chris Beditz, neil's DRI Coordinator. / ely', ~ Daniel M. cary~ Executive Director DMC/LCB: 19 d agreed to by: COUNCIL D i . Cary Executive Director d~-~/~' L. Christine Beditz ~~ DRI Coordinator t~/rr Date Boynton Beach Mall ~4~,:~ Represen1:"ati ve Witness .tf;h ~/n/ Da te/ / Board of County Commissioners Carol :\. Roberts, Chair Carol J. Elmquist, Vice Chairman Karen T. Marcus Dorothv Wilken Jim Watt County Administrator Jan Winters ..., June 14, 1988 [lli~@~OW[grn ...J UN :~ II j~8~ GREINlR, INC.; TAMPA; FL Virginia L. Driscoll Greiner, Inc. P.O. Box 31646 5601 Mariner Street Tampa, FL 33630-3416 Dear Virginia: Eastern Palm Beach County utilizes a "surficial aquifer" for its potable water supply. Because this water supply lies approximately six feet below the surface, the entire eastern County is considered a recharge area. Depending on the water table elevations, the various canals within the Lake Worth Drainage District (marked in blue) may also serve to recharge the aquifer. The wellfield areas (Boynton Beach) have been marked in green and ..., the extent of their one foot drawdowns have been marked in red. The location of the proposed Sears store should not create any adverse effect to the surrounding hydrogeologic environment under its typical retail business activity. Should this business activity include auto repair, steps should be taken to insure that no discharge of any gas, oils, solvents, etc. can be released to the ground. ?el~ Kim Hanes, HYdrogeolo~t Palm Beach County Environmental Resources Management KH:sls Enclosure .. An Equal Opportunity' Affirmative Action Employer" "WII BOX 1989 WEST PALM BEACH. FLORIDA 33402-1989 (407) 820-2030 Suncom (407) 245-2030 (\~ 4 ~,~[j" · ~""""-:"\fo 1 \': '"' ~ ~. :'.,(...-: ~'iQ . JJ~ \ >> . I .' -i . " \ ~':'::::: :~ ~ _ ~Jl.~"- __Go ... ._,_co rr-l'~ 131.:.. ill _-"..Ii" ii r -_Go ' . .__""""", ::::;.. If. ~"'... ' _.:;..J.!" .~fNii ,~.r~ . :t'i Ii. ~~1'~~' Ii_.~'. _._ ." _.~nl .I -:;.n-- \.... · - S \ .. t ;- .. .." al.!'\\-~ '" "I ~ ~"" rr .,.,~_ ,,-,r~\( " 'J> :'f-:.,.. ,...R,.;~'- .';. .;...-&~~. r . ...,-,,"'~-t,;~ .' .w.''''' l~~~, ~'!'L.W(. ,...~~: . 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" .. ilr--" ,_...' lir--;:"... 1~ ..-' ,~~1_ , 'i\'-~ ~A1 ~W' ,-' ... - --- -- . ~~ -.. --.. --- --- :7~: ~ ~f!J \~ ... ~ t:::=: ~~:. ~:. ~f: =:. ~==; =~ , -:1'" ..,.-......."\li.~ \ )~~ H~ - ! t ~... ~I -" . w C ... :to c >;, .. r ~_..... " \ .....,..~ .. \ . . f \ f;r1J-..... "j ._~ l~ .::. , - \.:~ ~ \ I . ya I! }. oj ~ U " . c ~ .. ... y --. ,,~. -- ~ \.,) ..~ - - . J ~ - , , \II . . ~ ~ i. ii....::' -:; - . ~ '.~1 r. .'L:;' llRo'ALI .," i1l;IIUli. ".J .... I .. ~ t:"'" iJ,..,..t! ~ 1 \. i t&iii ~ II ~ ,~~ I ."7 ~~~ri OR' ~R~ C.II It- ". - .. \ ~ '; ;::-.....\..... \ 1.-- -- If I IIIOIOItOV. 1\ T -- .e vNT C...l . o. ~ !@tr-~~ ~ 7 /' ~r_ : ~, , . \ I,"~I ~ "'1'l:ii -,..:- . ---'AI. "J!I. "I ,.., ~ tI_ ~,.'...-1 ~ l.li!"t;Ji '.~ ~Il \ t lU- ~ ~,: , '_"I.~ ~ 1I0~";;; . r;;o ~ .' ~ !:: . IIAlo' .. ,~ 0'" ~.,- -' ." ~ ..I...... - ,_.~!. LlIS[l'~ ''t1 :;;. -;;r . . .. ~ """ .." .....:".1:;;. .. " .,' "~~ ~.. ~il;1 , ~~. ~ ~: ~ ~:y!~a.u, I.. ~l ","'ii it ~~ ~ r"~,' ,.."\ · ~ ..1 ' .' i I , ~~ ...... ! ~ ---- ~ ;-.. ~'A Q " .,~ - -". K," · · \tt \ ~ =--~." ~ :t' '" j;'-- -=-.., ~.uo \'; ..;-"".. ::::: 'i. - ,-- ...~ ~ ' '/ ~ 7.'.;;::;;-;-;~ i \"~I' ~c lI'.~t~~,....~;:~;, ~ '" ~t'!JIia " ,l.;,oM .'ii- . ' -:.;, ~ 1 llllFJ -;;;-":11 . ".. .. ~~. =..,.,,, ., jiI..."_"..- 2lI~cti~ , :'" "f" ,. .' ~ ,.".., <: '" I\j....- :L r : r. . ~ -.,. . ~l IS - l~ \\J ;~ r tl 'I ,-=--- -::::- ~ J ~ a;~ \r::;';';" - J ,'" ~ :l\'t~.' ,.... .' ~ i..:.ta.~. ~ b.r .. ~ I ;.~.,' _ \ l ~,~-.~.~::'l _'" -~ Nt . :""f~",.~ \ . .~~ ,. ~ .,~~.;, _" ~... N' I.. .,.. '~<:.::L"~' :\;, ... '-~ -::. > . . .', ~L:; ! ,!I., I~,. ::--=-- ~II .:'1:,- ,I"U- \~. .. - ' .. _"" ,...._----~,~'-~ CITY of BOYNTON BEACH ~ -;. 120 E. Boynton Beach Blvd. P. O. Box 310 Boynton Beach, Florida 33425-0310 (305) 734-811J OFFICE OF THE DIRECTOR OF UTILITIES ..., June 20, 1988 OO~@~~W~[ID JU!\j ~', -I~ti~ Greiner, Inc. PO Box 31646 Tampa, FL 33630-3416 GREINER, INC.i TAMPA; FL ATTENTION: Virginia L-Driscoll Dear Ms. Driscoll: SUBJECT: Boynton Beach Mall In your letters of June 6th and 7th, 1988, you requested information regarding this Department's reserve capacity, ability to provide service, and water wellfield locations. These items may be addressed as follows: ...; 1) As of this date, this Department has water treatment capacity of 17.5 MGD. We service approximately 31,341 equivalent residential connections (ERC's), with commitments to a total of approximately 42,199 ERC's. Many of these commitments are projections based upon approved development plans. Said commitments are not firm until all capital facilities charges and related fees have been paid to the City. 2) The City's code assesses retail square footage at the rate of 0.125 gallon/ square foot/day, which would yield an expected additional demand of .0171 MGD. The mall complex exhibits an overall usage much greater than this rate, due in large part to its food service tenants. 3) In view of our anticipated treatment plant and wellfield improvements, this Department will be able to serve the proposed expansion. 4) Much of the mall site and the surrounding area is already paved, and would not constitute a significant recharge area. 5)' Regarding wellfields, asterisks on the enclosed map indicate the location of 'our wellfields within a two (2) mile radius of the mall site. We do not have ..., r r r \, Greiner, Inc. June 20, 1988 Page 2 firm information on the one (1) foot drawdown for these sites, but we would not expect the mall site to be a significant contributor because of its distance from the wellfields. If this department can be of any further assistance, please do not hesitate to contact us. Sincerely yours, q~NTON BEACH ohn A. Guidry, Director of Utilities cmd Enclosure xc: Robert Kenyon, Superintendent of Public Water & Pumping Systems Peter Mazzella, Utility Inspector I Il~ rr" MI~~. 1f:. .- ~,- I r. J ""., ~ : I~ r. " ..... I11III.1 .. f ~ ~~ "~' ~ :' , ~ H'ii""" f!: ~ 11i.."~ t:L IW~;~ ' .., .. -;. , ~~~l t:YIA"'~ !!..I "~ :~.=: ::'M. ;:::.~~ I ".,. ==~;;~F~-" S lilliif' k I :~~ .__..~ IU,=... r _ I.... 2/.:i ~ '~:~~~~. I.. ~ fi~t IIO'I'OIl0LA - ~_I. . I.... S::, f81;r./lf'L ,If: rr ,,~. ~ ~ ; ~iI. . . -;;;..- .._ .' ..... 'r-'''>';) ,'r.~ i I ;- Il~~l~ . ~ ; I. n, . ~ Y N TOM r II' ~I; l . . ,on ~!QIWI .._....\ltI;.1 ,UI 'I'"' ~ ~I- I~I. .1.. ::; ~ - ~ L "',\. 1"1, I....: I 1.7"" ..~. ~t6)t.i r. u I 1_ . '.... ,'"]I. l~ lJ~. I = u ~ · ~ 11 ~ l:l~;~~ .. ~ N~ r ~I.~_~ ~ " ~ ~..~ . :;1_ ,'''- -~ .. v...! .: sw~dd:~ I ~I .. VI ~ ~ ~ :'v. a ~ 1.1;: ~ '~' .. ,.,.~ I-Ii" I..... n ; ., .. I... bl _I'" ..... CI -.. ' ..... ........ u __ _ __ III _ ...... -.. m~ II ~ I ....f... Ii . GI "'1ht::".:-... 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Box 310 211 South Federal Highway Boynton Beach, Florida 33435 --....e.o.,.. ' '.- :~j;71.r,"~ ' .::. ~.:.;. ':.-<<['.:Jf(":-r;f" 4. . ' .' 1!'~;"~"~:1.~. . H"',f'~<....... ' '."1,( ._',,:. . CITY of BOYNTON BEACH " June 15, 1988 Ms Virginia L. Driscoll Greiner Inc. P.O. Box 23646 5601 Mariner Street Tampa, Fl. 33609-3416 rn~@~OW~[ID J UN 1 " '1~t1d GREINER, INC.; TAMPA; Fl Re: Boynton Beach Mall .- Dear Ms Driscoll: The City of Boynton Beach Sanitation Department will provide service at all times during and after the development of the Sears depart- ment store. Palm Beach County Solid Waste Authority presently controls the dispo- sition of all solid waste in the county. The present landfill is nearing its capacity and is expected to close in December of 1989. At that time their new R.F.D. (Refuse Derived Fuel) plant will be operative. This plant will convert more then 80% of solid waste to fuel and recycle the balance. The capacity of this site will be 3000 tons per day, which is projected to be adequate throught the year 2008. If there is any additional information you may need, please do not hesitate to contact me. Sincerely, ~/gJ RLE:he Robert L. Eichorst Acting Director, Public Works r" '~ SIC Cad. toIST OF ?Ot~'tLU. '.t.&7-..laDOt1S 'lAS't'% ~OIS 3Y SIC COOP ',J... ca: 'tYtt.. O..cripciaA 011~-o783: AGUcm.:nu all' 0131 o l.J%. 0l.J~ 0161 0111 0114- 0181 0191 0211 0%12 ~) 2.2.4.. J291 0711 !)71..l. 01U 0124- 0729 0151 018%. 0183 1811 iJ8%.l .;~l ..,,; uc .uc ABC: a.sc. ac: ac AlC' ac UC ~C" :USC' UC ..;.8C' ABC: ABa t.2W't tt ~ .. c.,~ C41C1:OIt. 'raa_c:o Sllpr Croll. "...cabl. ad. :tf.1Qll,; Far.~s !eftT Cra"., CiC%'!S& rni:. Gravers O~A~..l. ?la~icul=ure ~. ~ur3er7 ?~oducc~ G.u.ra..l. rarma, primarily C:al' 3..f. c.a~:l.. r~lQ a a...f c.ac:l." e:=a"e :eedloc3 (8.1'- I 1.mches) Sh.." aDd. ~.1: :ums ~~A.~ ':.,iv.seaa Soil ~~l'&1"aciaa S.~~.s era" "l~ei:sr~ Ca.1.civac'au, md.. ?~oc:a<::iat1 C~, a.:n. ciAsr, l'rimarily by ~hiA. C41c::ot G;'n.i~~ G.laIenJ. ~ Serriea. U..,.SCDc:S Saniess, dIl:Sl'C Sarricas Ear .!nima..l. S~ici.. t.a~ aDd;. G'.adcz: 3e~icas O~c.al. Sh:ub meL 1'~.'1 Same as ..., .~ AX oaU~8n: rousnr ..~c ~c ,t"1mDC" 1."'r2C:~' :'OI:SS c: ~ur3.ri.S &, !~a.. Seed. G.d1.ru~ ~ ~ciDl, rO~..1::T San'iea.. UC'r t611-l7q~~ CON~U~~_ON L 61l. t.2Wn ~o2Z :...?n:r 1.711 n L7ll ...'%:.:" ti43 ,,- - l15~ J1a.:1: U3il"'Y mci: se=..c:- C~A.e:uc doa. !~c:ile, ~.l. lDA !l..~ced :i~~v ~~as~~e:ioft ll~iD3, g.aein~ (axe."e ~lac~%ic) and Air ~mlcl~tiaai.D.lf" ~aiAciD~. ?3~.r. ~aa~in~; aa~ ~ec~~3ei:~. ~ea~ C'DIUI~cioll, ~. ~~3::'u=a, t11e, ~~ Le, &ct. :!a..aic .~o~:(, nool:" t.&y1DSJ' uui, OI:21.J,- ".Qor'VO~k, 9EC "'!.aI:i1. ~ciuse:'1 has ~.tUl i.cienci~i_ u a. ,ocesu::..al .mer:1ear Ji :-:.u3:,cta~ 'Z33 Oft 1:11. oui.s ehaC' ese. ind.u..C%'7 aaa,. ItIII8J,-ae.. c::n:'rosi?, :,saceive, i.lUic:~ole, m4/or :oxic '~c:as. :~~ ~L., nc :~. 1)711. Soil '?~s!;'.r3ciot1 Sdrncas, i.s a cocaDci.al i.m.raco~ oi easic: .,esciciA. 'z...cas. ~c:,. SIC :~ci. U~ced i.n T6ille l ~as ~r89ioualy becA dac~nced b1 01. ticsra~e &S ~ ~ocenc:'al l~uer~cor J: ':'1uardows 'laaca. - ~ · ~oc ~lsewfte:'e :l.saiiie~ SOURCE: Guid~'ines to Conduct County and Regional Hazardous Waste Assessments, Flor1da De9artment of Environmental Regulation. January, 1985. SIC C~d. '..as e. ~.s (cant i nued) ~esc:"i p cioG 176l li93 L794. 1799 203~ 209L 223l. Wi 22.5'% 22.53 W4 2~7 Z:" 8 2~9 ::5L 2252 1:159' Z:Z11 221% 2:119- 24.34- 14.3'- 2436- 24.S1 14.52: 24.9 L 2492- 4.51l. Ul4. ~11 ~19 U2l. ~%:z :':41 2342 2611 2621. 26.3 1- 2641 Z643 Z!545 2644 Z6A9 :5.31 26.52" 2633 r'" .... t.l' t.?n' JrL2'rr ~ GaJU U{ LX ~' U!. ~ ~ :.;r ~ ~. :..:1 t.:i Ut ~ t.:!' .In:t' .!XL::- ~U: Jnr .JXt'r :i c.:!' ~ aLOPQ- ..~ ..iJ:r,~' ~. ~p ~AI.:1T ~OPQ tS'r% i.,;!!-rI' ~ tI.2 r:t.2 . tU' !I.2 II.l' iJ.2 !U' tu !aolinC md $heec :iecal ',Jerk G1.... md Gluuc 'loa a:zc.acin, met. E'owut.acioa ':Jerk Speci~~ tracie' CQGcractors 203"2-3999~ :-wm7A.C%!mDlG nmusnns C.2NftM Specula.., C"~.. md. C=_ rUA ~ Sea.fooci... ko_ fJG'rel&. raan.: ~1 l.l, 'lool. ~c-.1Ia" h.U team m4 IAee- aa.iary- ao.i.rr-, e:a:.1IC' '101ll8A's :'1111 ~~c &. IDAe !..mlt ~:- Ourarlrear :iills tAic:. O'ad.rve.~ Mill.s CircuLar IAic- E'abriA:. Mills 'Jar';' ~::. :'abri~ :iIll.s ~c:iasr :ii.ll.s I ~c :'UU.lb.:2" of 3roa4 'loyea :'abri~s of C,JCCOU :'i:i,.,aen- of Src&li ':lO'lrea. :abri.cs of :un~aCa ri.ber cd. Si lk Tini.staen of arc_ ':lO'lre!l ra.bri~s, :i.m-MaC. :ib.r -. SUk qcw-. ~.a. asIA stucs 'rU1:_ c.az". a" aDd. auls C'.u';t. a aid: lZulls', ~c ~ocd. U:Chd. c.dI iA. cs' ~GCL 7'...:- ad. i'lyvaeci So:f:laoci. T__r md l'l"...,oci. ~aoi.le" aa., ~ri4:aaci. fJood., 3a.i14i:1~s md. C~OU8J1c.s fJoot. ;'ns.~~ tt2Z'd..:l.boari qoa aaa..ao14 rUr!li.cur., e%Cal'c. crpnolscaJ."sd. ~a.L acuaoQlci. rur::li.:UZa ':Zoot. i:'r act bdio C.a.bin. C3 Etatuaold.. rur.zU.=r. ~ ~ "1aod. Offic. FUZ'l1i .eo.:., &c.a~ Offi.l:. runicur.. :loaci. C'aze..::.oaa a4 ;u~as ~al ?2rti:io1ls md. ri:l:nres ~II- :ti.lls" l'tl'.r ~l.t, :::.,,1: 3uilctin~ ?a~..r' :1i.ll.s ?a".J:bo.zd. ~ll.s Pa".r. ~ciD.. aDG Gluin~ !acs, !zc.~~ t~~l. aals Oi~u.c l'a~er aad. ?a~.r~oard aad. C.nboi&:U. has.. ad. :iolct.d. t'ulp Gooci.s' CQllVenad. P~1:""' ad Pa~.r:,oan i::,odw: ::,s" n;c ;oidin~" ?3~.r=0~ 3o~s S.~ P.~.rboard 30Z8S CQr=u~.eJtCi mfi Soli4 ::'::'8:- 30X8S ~TEC a 10c ~i~ewn.re ~i.SS1iieQ. SIC C~ci. 2634- 2633 2661 2111 27U 2131 :1~2- 215l 2151- 2153 275. 2761 2111 2782- 2189 2.791 2811- 2316 2S19 282.1. 28%%. 282.:r 28%4- 2S.31- 28.3~ 28.34- 2.S4l 284%; 2,843 ZSAao 2851 l861 2863 :869 .281~ 4819 ~a9L. 289~ 289.3 2899 29U 29'%" 299% :'999 307' 3111 'i.... c:. ~.s !I.2~ tt.n tSn aILOPQ utOpq aII.OPQ aII.OPQ UI.OPQ aII..QP.q aILOPQ c:t.OPQ anDPQ anDPQ aII.QPQ ULaPQ !iIIJJttq .\BCGa:UU'''rT ton roPQ~ ~ r.xr% Ufr! uar ~ ~ t.2 ~ ~. ~ :'Ln' :Gt.'!PT tS'tT :ca~' ~ G3ft.T' ~_"'T' ~ ~14"'"T ;~ ~t'-;.. GaI..n" p GaT" T! .ma to (conti nued) .;..c:,:." cioa. Saaic~ t~ C~eain.~s rib.r C.m., 1'&10.., 01:'Wll8, mci Simil~r 1,,:,ociW::3 !uilciin~ Pa~.r ~ 8uilciinc 3o~ ~ll~ !...~.~.r.: 1uOli~hiaC md ~incinC i'modical.t, PWlIli~hiAl' & PriAciAc- !Gou: hblishiq m4 h-i:lI:iDI 3oc* l'nuciAc C.J rc:i.al. PriJsciZlI, tAC::U't'r... mci, Sc::,..11' C~"i.&l l'rizlciAc-, w.d1o~a~a~ !q:aYm.. m4 Pl.ac~ hiAwI: C~":i..a.l 'riAciDg, Gravure ~lolci. 3wsin... :o~ Gnec:inc c.u:d. ~li~hin~, Sl~baoks, Lao.aleai aiaci.~s, ~ Oeviea. 800koiU'iAC cd. :ia.l~cecL ~on. trp...c::iA~ ~li.. cd. ~lorina taoqaai~ 1ipllD~ tactu. C"i.aJ. taoJ:"l~ Ch.u.c:al~, ~c Pl.u tic. , ~c.ri.&l.s , S 111 =_ ~4: ' W ~s, mci. !oa ~lcaa;~~ftl.~ tlaacoaers S1'ldlec:i4: au.DoaJ:' c..allw.oai.4:. ~~. ribers S1'ldl.ci= Oqali.c :'i.be:,s, ucal'c C.ll~lasic: 8i.o1cciA:al. p~w:: a ~ic:iDa.l.s. =Ii. ao c:.mic:al.s l'!IaJ::acaucica.l. ?n~aracial1:1 'Seal'-' mIL Ol:2ler Oeca~c:.s, uca~c: S9ec:i~J.itj Cl--el"S S~eci&.l:T CI..eJ:'S", 1~ll.sb.., m4 S.uicacial1 P-9"araci.ol1:1 Su.r:!ue' .\ca"7e A.cac.s, i'i~aiDl AleDa, saaUoaacaG. OiJ..s, m4 IUSU c:.mc~ 1...6.-., CQ_ci4::s, .u:c1 Oen.r 1."ailec ?":'.~.raciaDs 1a:l.A~ md.. Ulied. 1~w:~ G..- CIL qeu. O1.u.&:a.l~ c,c~ (C4al t~) Crucies, ~ C7elic: tncarmedi.cas, Dye., aa. Oq8llic:' Pi~~, (L.aBS iDci 1."al1ers) :.a.ciaacri..a.L Or;aD~ Oam:i.4:~l~, :IEC !i~caaoa.a rertil.i:ars' iud.4:i.4.. .met. ~uj,=uraj, ~am.i.~~.u" :;zc Adhesives. -.d. S.a.l..lll:~ ~la.i..,.s, 1:i.AwC, tu; O~a.L ~,,~c:ial1s P.craL~, !efiniDl A.I_ale: re.lc.s mA CQaciDlS ~ric:aciD~ Oil.s ~4 Gr....s :~W:::3 oi. ?e_Iol.l.um iDci. C"..l. ~c ~.scell~.oua Plascic: P~ociuc:e~ :..cn.r tauinl ~ :ini3nin; .." ..." ..- :f!:C S :Toe :l~e."nere Cia.33i.,fie<i, SIC 'i.. ee 1'Tge. C~cie 31J1 to 31.51 to 3144- t 3161 t. 3111 L 317% t. 3199- t. 3211 :or 3~l In, 3~3 JU 3261 ..u 3262 ..lU- 3263 In 325. J'II.. J269 ..om. 3291 -. ~ 1293 r.= 3.312- ~Pqn' 3.J 1.3 umy 3.J1S ~j,ft1P't'! 3316 Gn 3317 t:sIT )f1r! 3.Jll ~ 3.J%% ~ 3:3~ ~ 33.J %: ~ 3.J3.J' ~ 3334- ~ ,33:3CJ ~pqrr 3341. ~PQn' J3'1', ~pqr 33.5 3 ~PQY. 33.54- ~PQ'f 3,J.53 ~PQY.' 33'6 mmPq't 1~.5 7 ~PQY 336l. Gat:a' 3362- ~ 3369 Ufn .3.:398 BUOPQY .3:99, ~1If.T! .3411 ~O'E'QY .34l2' !RHOPQ'f .3421 eI.'ml'q (. ..,tinued) Oe.c:"i~ciOll !ooc~ & Shoe Cae SeQC~ ~ :inciin~s r...d1er G10"f'es & ~c:all~ ~~1l' J ?oocveu, excel'e .~d11.l:ic t..&lsace 'i~1L' s aacibqs & E'uztse. l'enoaal.. t..ad1e~ G4oci~ r..adae~ Goocia" ~ n.c. Gl.aaa; aria m4 St:w::ural CUT tile C~ ~..1.1. mel. !'loor til.. V'iC"~ ~;ft. ?1.Wllbin, :iz:ure. md 3&d1roGa Aceasaori.. 7i::-eou.s Olina tab 1a and Ii:cneD Ar1:iclas ri:. !.araamrue (iJhicavare) t.tble & ~:c!1eD u1:icla. ?o~.l.iA ~l.ce~ical Su~~li.s t'oc:arT C''!:'ociw:~, :me .un-:uive ?":od.w::~. G.iak.a, PackiDl' aAci Sealini" ~4IVicas 31Mc- ?w:DaC:U, St..l :JO"~, met. aa llin~ :ti11.s ~lec ::o.eulll:iic:al h'ociw:.c.s Sta.l.. ~iz. OJ:'awiD. met St..l ~.il.s met Spik.. C4.L:L lalled. 3ta.l She.c, sm", me aU's S:..l Pi.,. eeL tab.. Gray !ma ?oaDdri.. ~lubl. trOll.; ?OWIAiri... Sta.L rOUDciri..', ~ ~ S.-ltiD~ md. itefininl 0 f c.aact. ~ s..lti%l.- aDd. Wininc or ZiAc. ~ p~uc: ciOIl or A.lum:Lmza' ~ S.-lciD" Ubi winin~ of ~ou:far:'tHl~ ~al.s" ~C" S-=~ S-l:iDC met winin~ or ~oDia~~, ~caJ..s ~llinc. OniJ'insr met. ::Z::uciiD~ ac C.:l~~.r' .u....-i~ Sh..c~ n.c., met. roil AlI&DQ1IL ~:ucieci ?rociuc: C.3 cU......- ~llac met Jrawinl. ~c ~J.li.Ac. Ol'2Winll md !z1:::'Wiinll or ~01lfe~u~ ~cal. tzcal'C Co~~.r .a~. 4.1.wainum' ,rzwiDsr md !:1SU.laciulf 'Ji~ ~oufa~ou.s ~H::a U'.....-. roaDliria. (C~cj,nla) 3~a" Sraaza, ~9lIr ~ C4~p.r' 3&3. ~lay 7oazuiJ:'ia.; !0Ili.~u.. !'oaaMiria. ( C.u eals ) I ~e ~c.aJ. a..e; :.:a.~t' Pr-mary ;!au- ?~w:t:.3, ~C- ~ c.a.L. C.ms ~.cal. Shi~9ia~ !ar'!:'el~, O~. tellS, ~ci, ?~il.s (DZ'l.II& Ieiini.sil al) CuclarT :;C:C .' :Toc ~l",ewher:! :.!...s3i.::.c!d. 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Ooon t s...c~ r1:'~S t ~.lciinIS. md. 1'r..ma. laariA:.acad.. i'l~c.. ~ork. Sh_e :iac.aJ. ~on ~!1il:ac e=-a.l aDd. ar""~~ a..l :i. c.al. ~ork ~.fabricac:ad. ~ul 3ui.lciinls aDd. C~onent.1 ~c.ll.meoQ4 :iac.al. :Jork $c::.. ~!1iz1.. ?~d.w: 1:.1 ao J. a, :tUQ ,. Sc::a".. tivIIC.1. aDd :;.a,siters' ~ aad.. Sta..L. ~ortinls .-\.1'~a-oci.V'" S~iAls ~caJ.. S~i.D.rcSt ~ !lecc:a,uciilc. ~l.i.sciJ:zC. 11.a.C:UI. AAod.i.:u" .aM. C410riD~ ~c:iAC',. !A~iArc, &ci Allied. S.rri.cas. :fEC ~-tl ~ .1-itiOll J._..i tiCll'~ e%I:.l'~ !o~ Sara.ll. AJ:ms t ~C O~ft."CC aI.d; k:.saorias, ~c Sz:.....,. G'''t mJi' aydraul.ic: ':w:oines tAanal. ~u cioc' ~cines. lEe. ras :uchmuy ad. tquipllllml: G"-=~ 't'~ca~s i t..l.1nl' ~ G.lnaa !ctUi~nc Cmaacncti011 :UChiAe:j aDd. e:quipmanc :iiDizIlf' ~i.D..ry act.. e:qu:i.~lle, uc:al'C Oil :ielcl a:i.J.. Fi...Ld. ~iDerr me&. e:qui~c CDII'Y.,.,n- aid. c~,.i.nl' e:qu.ipllla!1 t U:ld1l8cn.al "t'"ncU, 't'r:u:co~s. !'railers I and. Sezun' :tac!1iz1~ 'toou, ~c:.al Cole::':, :iadtiD. 1'oola. :ieal :onlin~ S,.ci.a~ Dies mci -:oo.i..s, Jte Se 1:.1. .; liS aDel ?~.s, md.. tnduaci.a.l. ~old.s ~~ ~QoL Accessories & ~.&aur~n~ ~evic.s ~aw.: DriVel SJimd. 1'oo1.,s :W~ r.loZ'kiDtr ~.iDe=7, ~C roacL ~w:c.s. :iacninery 't'.zC..la :iachi:r.e~ r/oadsJo1:'XiD~ ~c:!!inerr 'alte: !Aclua I:ias :ucn inerT t'ri.JlciD, 1'ndes ~ninery aDd. ::qui~ftr ~9ec:.~L !ACiu.ac=":" :uc:siDer7, ~c ~. GIIi ~iD.rc Equip&Qllc ~..ll met aoL':'ar 3ea:in~s .." 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Orr CleaDi.Ae, mcl. ~..aiAC" . ~iDa. Air em.tici01liAc alii. :l&r:a ,Ur a_cine !:'tui~C" md. ~rci.a.L aud ta.cius cri.a1 uirigera cion Iquipa..1S ~ ~ea.UZ'i.D~ ma OUl'eas ine ?~s Sar"7ic:... !::Idua c:-r :uctlia.s, ~C C.~uracQrs, ~i~cons, ?iscoll Iin;s & 1alves :Uc:lzina1:"1. ::ZCs"c. ~JAc:::"ical t ~C ?ev.r, Oi.scibC4_io~ aucL S9ec:i.alq ':'ran.s .e.,r:ars, Svic=..ar mai. Swi.:ehboari A~aracus ~:"S &. G"GeJ:aCO~ t=Iu c:i.a.L. CQIlC%Q l.s ~.lciizl~ ~9an. ow, ~lac cn.= C-n__ ~ Gn~aia ?l."l:ld,=~ ~lacci.c:a.L Uuiu.cri.a.L ~par3 cu.s, ~c. !!aIu.holci. ~.racQ1:'3' met aClllle- md. :a:r.zr, :t'eeza1' ~1Accic. aQqsevares. aud.. -: ana S..uC" MKhiA.s. !aa.aolci ~U..c:s:r:, ~C" nacC"'iA: ~.. C'=:_~C ~i=. 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" :me JX ~ ~ .~c ~Lscwa.r. ~~~siiied ~..c., ~..cicid.. ~..biAl ~ ~.iD~ ~olucioas ~aae~iDiDc p..cicict.. ~C1' "..cicide ~01leaiD.~~ s~c coza~baae' Jolucioaa or sl~I.. froa '~i~piDC Speac' p..cicict.. solucioas o~ slwaC.. och.r enaa eoza~Q.n. fro. ~i,,"i.nl ~u.sc ccn~i:11 l1e~ :sec:..l..s r,JashiDcs me d.nsin;- solutions conC4.iuin, heavy 12IIuh ::&Sc_.c.~ e=..=IUIC. slwi,.. cOllc:~i '1.il1l" ~eavy_c:..l..s ~~e. i.nJc. tpicUl. "..i:u: wuc.s ~caca.iJUDC fl~--Itl.' solvua (~l.asb. poine- 1.... chaJ:l L40.") W,quicl l'&inr '....e.s caa~i.niDC I1I1&VY .c:.al.s (~admi.wa~ c!1roaiwa., _~ 01:' 1..) S~.mc so l17.au: S'till boc:QIU. &01& c.h. <i:i..sti.ll.acioll ol- solVeDc.s ?ilr=aci.lJcr l:'..i4ue.. &0.. ~rr c.!.ami.zzg oll.racioas C7_ict., 'J" ea. Sc:oaCl7 acicti~ 01:' ~lin. w..c.s Spec ;7l.aci:ur 'J..C.. Ila c.. ~i.. Phococra~b~ wasc.. tiDiubl. !J&SC.. (nub. poine, t..s enZl 140-7' ...e...c.r sluG,.. caacainiDc p_eachlo~o~henol. ereasoc:a. or U"3eaic. ~ 44.C. !or.=aldaayaa ~ ~4Ad-~ict ~&c:.ri.. '...."'IIV 111__-' COD! :OOR '.JAS'l'! :':1"!S CmmOlfLT .-lSSOCUI%D '.J!"l'B !AC3 SIC nmOSUy ~ .\ 3 C o ! G a r 1" ~ . ~ ~, ~ .." o ? Q i. S t f] I ~.sea a~losiv.s ! .....e. oi.l 2::, Other - -~ Che~11jczd . , ~i~ ~., ; ":j-':,.,_.C~~ ~~;;:~Stit, Pompano 3(:.:",~il~: l~~\" ;::J ,:::r.,:-r ~~:-C~O l\J Vv' .+~3t;l ::)t,",:; ~ l f.J,)nlp:-~no E:-~:l';; -=', .305..'0 72-':-~cr:~[~) in Fior:da \i'J..:1l:..~ -'- (. :y....... ~ .. '" II m~@~QW~tID ~UG 01 ",988 GREiNER, \NC.i lAMP~ fL Dear Sir: Thank you for Management, Inc. Chemical Haste specializing in materials. your inquiry about the capabilities of Chemical Waste - (CWM). The Pompano Beach Service Center is a division of Management, Inc., one of the world's largest companies the orderly processing and disposal of hazardous waste The Pompano Beach Serv i ce Center spec i a 1 i zes in a 11 types of hazardous was te handl ing ft'om emergency responses to abandoned hazardous waste si te projects. We also provide regular transportation and disposal services for small quantity generators as wel I as packaging services for hazardous waste. Pompano Beach i5 a full service organization providing hazardous waste h and I i n 9 cap a b i 1 it i e s from i n it i a 1 i n v est i gat ion s , f e a sib i I it y s t u d y preparation, through actual removal, transportation, and disposal utilizing one of Chelll i ca 1 Was te r~anagement I s many approved hazardous was te trea tment, storage, and disposal facilities. All Pompano Beach operations are done in strict compliance to all applicable Federal, State, and local laws. The Pompano Beacll Service Center is one of three permitted facilities of its type in the State of Florida. Please note Pompano Beach is unable to accept etiological, radioactive, 2,4,5TP and 2,40 or their derivatives or by-products for disposal. Materials which meet the United States Environmental Protection Agency (USEPA) definition of reactivity as per USEPA 40CFR261.23 and pressurized gases can be accepted on a case-by-case basis. We will assist you in your efforts to properly Ilandle any materials Pompano Beach is unable to accept for disposal. We are enclosing a Waste Profile Sheet, Certification of Representative Sample form and a credit application. These forms must be completely fi lled but and returned to us with a representative one-quart sample for each waste stream in order for us to grant approval for the disposal of any waste material. Please refer to the enclosed Instruction Sheet for additional directions. .." Page 2 Due to the rapid changes in the field of managing hazardous waste, and in order to give us flexibility to meet these new requirements, we find a $150.00 minimum charge necessary per waste stream per shipment for small-quantity shipments. Also, a $250.00 "Waste Approval Fee" is charged by the disposal site. This fee will be waived if the waste stream is rejected. If you have a State of Florida Generator Number, please identify that number on the Waste Profile Sheet. If you do not have a number, we have enclosed the necessary forms to obtain one or you may contact the Florida Department of Environmental Regulation at (904) 488-0300. Once the approval for the waste stream has been received from the disposal site, two contract originals will be issued and mailed to you for your signature. These contracts will give disposal and transportation rates. Once the signed contracts have been received in our office, shipments may be scheduled. A fully executed original will be returned to you for your files. .,; A purchase order, if your company requires one to process invoices, should accompany the contracts. Please do IlOt hesitate to contact us if you have any questions. Very truly yours, ,-,( _/},.,_Lt.-e.-C(~~/ ;/ ..J-L~l?'t/ y',-C / J' ;:.: Glynne Callaway Sales Coordinator GC/dk Enclosures: Brief package Waste Profile Sheet Sample Kit (D8/BRIEF.PKG) .,; CHEMICAL WASTE MANAGEMENT, INC. Erne lle, Alabama BRIEF DESCRIPTION The following is a brief description of the Chemical Waste Management, Inc. Treatment, Storage and Disposal Facility located in Emelle (Sumter County), Alabama. PERr~ITS The facility is currently operating under interim status and regulated by the Resource Conservation and Recovery Act. Part .B application was submitted in 1983 and is currently under review by U.S. EPA and the State of Alabama department of Environmental Management. Permitted by the United States Environmental Protection Agency, Region IV, June 28, 1978, to accept for disposal PCB-contaminated solids. EPA IDENTIFICATION NUMBER: ALD000622464 SITE DESCRIPTION The Emel Ie facility is located in the De~opolis Chalk, a geological formation, in Sumter County, Alabama on 2,400 acres. The formation is a homogenous, clay-chalk mixture approximately 700 feet thick from the surface to the first aquifer, with permeability coefficient in the range of 0.0000001 cm/sec to 0.00000001 cm/sec. Ground water is 900 feet deep. The operational area (300 acres) is secured by 61 chain link fence. Disposal methods include landfilling of bulk and drummed wastes, fuels program and treatment (i.e. neutralization). Liquid wastes are recycled when possible or fixated prior to landfill. This facility is one of the few sites in the United States which is permitted to receive Polychlorinated Biphenyls (PCB's). SITE VISITS We encourage potential customers, existing customers, governmental officials, etc. to visit our facilities. Please call the Area Sales Office to arrange such a visit. HOW TO FILL OUT CERTIFICATION OF REPRESENTATIVE SAMPLE FORM .." NOTE: Every section MUST be filled in. 1. Indicate time and date the actual sample was taken. The sample should not be taken more than 30 days before submittal. 2. Examples: Tanks, composite of drums, process lines, other storage containers. 3. The following devices are recommended for the listed wastes: COLAWASA (TUBE) Free flowing liquids and slurries that consit of several immiscible liquid phases. DIPPER Free flowing one layered liquids or slurries. THIEF Dry granules or powdered wastes. SCOOPS, SHOVELS Granular or powdered materials. Obtain a full cross-section of the waste. ." In cases where solids are mixed with liquids, use a Colawasa (tube) to sample the liquid and a scoop or dipper to obtain the solids. Obtain each in proportion to the overall waste compOSition. These guidelines are detailed in "EPA Test Methods for evaluation of Solid Waste", SW-846. 4. Chemical Waste Management requires a full quart sample. Larger samples are not necessary. 5. Clean glass or plastic, one quart, wide mouth, screw-cap bottles or jars. Paint cans are not recommended. 6. All samples must be identified by using the sample on the certification form. Witness Verification is necessary only if the waste has not been sampled by an ~ employee of your company. The sampler MUST sign and date this document. CHEMICAL WASTE MANAGEMENT, INC. - EMELLE, ALABAMA - FACILITY PERMITS REGULATORY PROGRAM REGULATED UNIT PERMIT NUMBER ISSUE DATE EXP IRATlON DATE State of Alabama Department of Public Health Division of Solid Wastes and Vestor Control. Facility Hazardous Disposal 2/23178 EPA Region IV, Part A Facility No Number 11/19/80 Interim Status Permit-Part B Submitted EPA Region IV 6/18178 PCB Disposal in Chemical Waste Landfill No Number EPA Region IV 10/9/79 Non- i go itab 1 e wastes with less than 500 ppm PCB No Number 1/3/80 TKs #1 and #2 (15,000 gals ea) Day Tank (5,000 gals) 412-0008-l002 State of Alabama Air Pollution Control Commission ADEM Decant Facil ity 412-0008-l003 1/7 /83 MISCELLANEOUS .." DOT approved Drums may be purchased from a drum recycler. Dealer n~nes may be obtained from local yellow pages. Necessary labels may be obtained from a company such as Labelmaster. All Manifests, Waste Profile Sheets, Certificate of Representative Sample Forms, and Sample Kits are supplied by Chemical Waste Management. "WIll .- ~ Cllenlical Waste Ma.tlagelnent An Overview r- Background The Chemical \'\'a~te Management (CWM) Pompano Facility is a fully permitted hazardous waste transfer station in Florida. authorizcd by the Emironmental Protection Agency and licensed by the (Fla,) Department of Emirollnll'ntal Regulation to store ami transport hazardous waste. Purpose Florida prohibits the disposal of hazardous w.l.,te within the state. CWM/Pompano serves the needs of small Imsinesses in pH )pcrly storing and transporting this waste prior to disposal. CWM services approximately 2;3 of Florida, prO\iding hoth n:onomical amI secure handling of waste, Definition of Hazardous Waste J lazardous waste is an}' end product or constituent 'that is either a potential contaminant of ground water; or is potentially l1ammahk, corrosive Of feacth'e; or is identilkd hy the EPA in Code of Federal Regulation (CFR) 10 as heing a hazardous waste, Dry cleaning lluid, paint thinner, nail polish remover, amI ink used in ncwspapers and magazines are all delinnl by the government as hazardous wastes. Site Details C\'\, 1\ 1/ Pompano. consl ructed in 1980. has heen in operation since April 1981. . The site is permitted for a maximum storage capacity of 180 drums, . IIlSPl'ction of drums and the Facility are conducted and documented daily. . All pcrsonncllllldcq,~\ I a training and certHication program. . The site (approximately one acre) is completely knced. Method of Transport and Storage Once a contract fill' waste transport and disposal is executed, the generator and CWM share equal respon- sibility fi)r proper transport. storage and disposal of W;l'ite. . C\"I\\ drivers dll'ck that generators have properly classified, labeled, and packed each W;l'ite stream, prior to transport, . (Ipon ddin'ry to the Pompano Facility, an on-site chemist performs a lab analysis of each 'waste stream, com- paring results with those [rom a previous test sample, as well as with the manifest description. If any dislTepancy h ((lund, it must he resolved before CWM will accept the w.l.,te. Otherwise. it is returned to the generator. . Wastes are classed and stored according to compatibility in a design.lted area, specially outfitted with containlllent hays. . Each generator is idcntified hya separate, non-reassignahle number for accurate tracking, . Waste stored at the site is transported within 90 days, Average turnaround time is under I () days, . CW1\1/Pompallo docs llot store or transport any rauioactive, pathological, reactive or explosh'e wastes. Strict Controls C\,\-'1\l/POl1lpallO is closely regulated by numerous govermnent agencies (both state and federal). In additjon, Chl'mil"al Waste i\lan;lgement, Ine. h;l'i established -its own system of stringent internal controls that fiuther expand Oil government l'ompliancc regulations, Necessary Solution CWJ\.1/POl1lpallO and ils closely scrutinized Emelie, At Disposal facility serve to safeguard the pubUc and t11c cm;ronment trolllcardcss and undocumented disposal of hazardous wastes in unidentified sites, Proper managcml'nt of hazardous waste. as undertaken by CWM, helps to ensure an ecologically sak and hal:lIl<,:etf em; ronmen t. ~ ,.." Clletllical Waste l\latlagenletlt Regulators of Hazardous Waste Major Regulators of CWM/Pompano: . ll,S. En\'ironl11cntal Proln:tion Agem.:y (EPA) . Ha, Dc.:partnlc.:nl of En\'ironll1cntallkgulation (DER) . lI,S. and Ha, I kpartmc.:nts of Transportation (DOT) . Broward County Emironml'ntal Quality Control Board (UCEQCn) . Dadl' COllllly Dl'partml'nt of Environll1l'ntal Resources Management (DER1\1) (For hazardous waste, originating in Dade County) Other f{egulatin~ A~cndcs and Laws: . ()n:upational Salet)' and Ilc.:alth Administration (OSIIA) . 'Ii.>xic SubstanCl:'s Control "<:1 (TSCA) . Iksourcl' Cons<.T\alion and Ikcovery Act (ReRA) . Sail: Drinking Water Acl . C1c.:an \'\'all'r allll Air Acts . (:omprdll'nsh'l' El1\ironll1l'ntal Response Compensation and Liability Act (CERCI..A): "SUI'I:I{HJND." "fIJIIII Everyday Materials That Can Generate Hazardous Waste . Nn\"spapers and Magazines (printer's ink) . Dry Cleaning (ckaning fluid perchloroethylene) . Nail Polish Hemover (solvent) . (:ars and Boals (crankcase oil; Jibergl;t<;s resins; silver and chroll1e plating) . Film (photographic dcvelopillg and printing chemicals) . Computers (circuit board manut:lcturers - various corrosives) . Paint and Paint '111inner (Solvents) - INSTIWCTION F'On PREPAIUNG UPS IIAZAIWOl)S MATERIAL FORM: (SHIPPING PAI)ER) In Older to comply with lJcpartmenl of Transportation regulations (CFR 171.817) UPS shipPcls of Hazardous Material~ will prepare a UPS Hazardous Materials Form (Form U 1114) for each parcel requiring documentation. All entries must bl legible and pI illted manually or mechanically in English. Affix form to the parcel, next to the address label. (Note: UPS Hazar dOlls Materials Forll1 does not replace or supersede olher labels,or marking required by the D.O.T.). 11ft"..,., I,_.._nt>ttf 1............1""'.. "N.....'1.~...... .~, ,,-'" ",Ullal't ~~~:::;'.:~ .. "111..111111...... ._"'w,._. I" ,.."SIt ..,....lit lIto_"''''',..... "111..00.....".." u...~......... ('........'1'...... 0'............... .................,..... I~.._...."'C" I...."......'" r:~~mple of PI"P('I 1),0, T. Shil'pinp: Named Hazardous Material shipment in a quantily lhal requires a D.O.T. Diamond Label. Example showing N,O,S. (Not Otherwise Specified) entry whe: the aClual chemical name (Tric(lrylenele(rami1/e) is nol a prope D.O.T. Shipping Name. SI~ll' l- U~r t~11 N:.,l ~(" ':If PIU1 h(ln~, ...hen p,rp'1II1 Ih1110lm. ",iOlel\llt "~'.r""l!"Y" t...,,_.W<l'" IIu..f"""",,,,,,,, ,_...f'I....... r ~ I~ lM,lIUWtl!ft 1111 lOAD11f1 1I.","..e...,.,,". I................. "".....'lllIlItI.... ,-",......... R [ . [ \ 111.,10''''. 1111 ,....,.sn "'".1l1li$1' 0-.. .....'~.... IOllI..OOI"'........ ._.....w..""" U................ 0..... ...a" ~... "111'.0'..101"."." 1_...I"......~.tlr ".........'......1 I.Id ()Iy or ',ill1ited t)uantity enlry when rrOdUCI and volume ship- red permits an exception from D,O.T. Diamond Labeling. Example of a D.O.T. exemption where a D,O.T, Diamond Labe is nol required. A { I [ I . R I I I \ 1M LOID'''' Mut.DllfI ,..._~..tI"''' 1.,.......-... 10&1................. _..,......... ll~_.....c",. '.........11',,.,... "".......1111........ .a~",....... IM'''Hm "'UIll'" ~s:~;~~'~:: ," e..,....."..,~ ~.;~:.:.,:.-:.::.... .-............. n.h....'....... Example of a "a7nrdom Material which requires two types of Di~mond Labels on the slime package. and both label types on the SAme S part fOlm, Example of a shipment with a Rep,ortable Quantity (RQ) of : Hazardous Substance. . , HEl\1El\1IlEIt, 'IliA r OI{!\1 ITEMS 1.)0 NOT REQUIREl A 5 PART FORM (UI114) OR UPS SIltn'ER CERlInCA- 'IION (UJ20R), UNI.ESS TilEY MEET TilE DEI'lNnlON of A HAZARDOUS SUBSTANt:E. -4- ....~ P"~""" .- ..,.-- ..... L..f....f ..... .......,.. ...... ..................._...... ...._....... ~.IIII.W.'.. ...u. u.~. D.O. T. ttuardOUI ......... ..... .. '0 be ,raneported ott...... · U.S. D.O.T. Requlr.m......, .. d..crtbed In 4ICFR ____ \ P.r' 172. ____ ..., · Chemical W..I. .............. Requlremen'.: ~ StlI" Code lhoukl be on ,.. ~ tOf' O. MCh drum. See eM lop rlahl-h.nd COfMf O. 1h4 w.... ...t'" ,....Ie Shee.. MAR DOOOOO D.O.T. L.bet ., Ulu:un:u:runu HAZARDOUS WASTE ---. ........-.............. ....------. .. ==:....:.::.. · U.S, EPA Requtrement., as descrltMd In 40CFR -__ Pan 262.32. ==- --' - -- i=.. ~~ ~._____ r=tl...- Ht'lNDU W"N CARE! .,----- --. - H.-zardoUI W..I. Labd (See n... .... 'OI..mpl.) ...- · ORUM SHOULD HAVE NO OTHER MARKINGS THAN THOSE INDICATED! ,--' HAZARDOUS WASTE FECEIW. LAW I'AOHIBnS IMPAOf'Eft 0ISr0SAL ., I'OVHO. OOHTICr ntt ~ f"OUQI. on rvtlVe WIlY MITl1OnrTY. Oft TltI U.& 1tMnOHMIN1'AL. 'ftOTICllOtt ~ JT"Y!' I.f\ 0,0 T. a.4 , NIIllWI "" Oft .. _.... It II GlU~TOft ~llOft NMi'I AIle ot!.QIl CAI. carNrr AJ>Q*1 I U MAIH .rraar art ..-.. '.fIII 1M . NO. ALa 11,...'1. ~~... If~M1I I. t.'. "A1'I AI. .. 1111' 1M WMTIMO. .,001 w.I....... iWf DOQ,;,,"" "IU HANDLE WITH CARE! CONTAINS HAZAADOUS OR TOXIC W^STES '"" tIIIH .~"'- / , / " ~~. ,.,;r~) ~,~~/ ",-V) I '~",e pr;..' or IH'" If ,'"'' rlr<'<:""lt to' liS!" (On efite f/2pllch} t)'pC'WIlIC'.] lor," iIl~''',,''1 o~m Pin :'0'.0 (lYl'l r:,p.~"""; -Uwifoii i'vi i i^~^iH)OUS- TI;;;;;;;!;7"'us U'A 10 P/o MAlIi!n<;t 2, Pall" I ~nl"'''Mlio" in, tI.., .hlld"ol M~~' ~ W^,~l~ 1\1^f'JIFE~r _. ^ L U 0 0 0 61212121~ 01 1 :~v.."nl ..qu""d by F"t1"'R' ~""N~II'" n 'W" ;;p;y t:r;:T:"lJ A;r.Trf!" \,,"S''''jt Mil'" ~~l Ootllm Numl:i4it ",/1-". i\ ' ABC Clll~llICAI~ ~~'CWM^ ~._~r"g2'88.~n:~~~;~I,~ 1? 3 rY'lll1 s tIE' r. t ,B. SI8t8 GlInfilll<lf S 1f1,\~" "~ ' ;'~; ;:~1' : . R.1l1ll1fll1llam. At 35211 (205)123-4567 ".'. '" ,;C~')L:;,.I.:.. ;;~ .t (,"""I.1I(H ~ , tlt'I'" fl.' :. '. r . ~"""." ,\ S--T;:WW::;-i~ T ~:j;::i7;:;-;;-Tli;;-;;:- 6 US EI'A 10 Nun,be. C. 51'" 1 8. t . 10 ~ . ,.. ." t.' ,,; ,.' r "_po, IIf ::~ ~ ~: ~:, :" EllvirOlllllefltCl1 Transport I^I L, DI 01 OJ ~11111111 'O.tren!'l'<lfte", "h"_" I 1'.'... '-r-Tl.i~/'7:;;",r~n:;,,,,, 8 US EPA 10 Number e, Slale IrA",pt'lj..r. 10 HAZARDOUS WASTE MANIFEST (As Rcquired By The Alabama Department of Environmental Mmmgomont) ~- li::::;r;;~M~-r-;;-;fit:;: '~1;1i~;;-~7J-;~-^dJ;'""5 I. I 10 I I I I I I us EPA 10 Number TTriin~porl"'" fi;;'nn G. Slete f~ io I"':' : .', .Il~.. ~': ~ ~", f., ' : ~.~ .. j ~ t I .' i"f, . rt r"ciltty', PhOllft . 'J ", ': l)~ t\}~."";;11 205/652-9721 ~ ;, t' .'", ~':~ 'I t~; ~ ClIF/lIC/II. :1 ',;':11' U,VI.\(;Fr..1FN 1.11'1(: E"".ll" r;,\, ,l'L 1\I;1h<1"'1:1 .',01' . '. 17." ,'\'11" 1\1.1rl-:,"r l(i:~ ~":,:,,II'!. ^1;}~1,"",1 .~t. ',:"".] I I US DOl D,',er '1""'" oINfud"'9 r,,,,,,,, Shrrflm9 Name, H.umd Class, and 10 NvmbNI No, Type 13 To'~' Ouantlly 14 " t .. : : Un.( / . I.' VlI/Vc I ~ f Wlttte No, , ~ . l \""'l ";:,... :rl~,l ::;~ ,~,,;" I ' ,... .'}t. "" ;,tf' . ~~~~:,.,.. j" UU01~ "",' ~'l' , , ,f: .' ~ q.. .' ...,.'.. ,." , . :~"",. l~i U007~ I: .~.~ ~'t; UOOalr;'i'~~' .. , ~ \ "i." , t' OJ- ~ . ,. .. , ~., ..t '.' - "'.,( t'I,"1 t ~'~~::;', ";:'C : ":,; ,.. . ,I'~ .~. , , N A;..... . . " N i~U Haste riilllU1\abie L1quld,iLb.s~--' FlallllJ1Clble liquid UU 1993 (UU01) c\Vr,l r, of ,It! Numh", t'^R UOOOOO 01 0, 2 C ~1 0, 0,1, lL~ G '1 a. r n 5 -.. . ' n ^ ' lIazardous I o . R . 1'1. - [ , l' n \/,lste Sol id, N.O.S. "A 9189 (;Wrd Prof,lt. Number ~'AR 011111 _ ~, C ~1 ~~YI? p c RG IIClZtlrdolls Substance Solid, N.O.S. O.R.~1.-E, "^ 9188 (Polychlorinated Biphenyls) _. .__ :\~_~l!'~r:~:~~ NIlI"~_H^R._D2Z22L- _0JJlll C W 0101 7LYLV P : ,} ,i:;)~:. ~ (:(t L.U,.l_ -- K, Handling Cod", for WUletl Usted Above ,j, C\'VI\l P'f)f"l~ Nu,n!ll!r J--' 1'.(~;nMI (5;;:::", ii-';;~;;~;' ',;1 - ~.r;I"ri;;;~ it;'i~ J.bo-ve- ~~ ~~~i. c. Large cilpacitors for incineration 15. SpflC"" HtHHtltnQ il1'-,1P,Ct\(")I\$ ;'tnn At1rhtIOfl.11 lr-IOfffli1tlon OJ fi-u:r-miii\,(jTi-;: f:t'ii iili;:J\i",7j~ t.t;~ If,<, I,HI' H. ,1 rllf~ ('oll1f"11<" nl tilt'" CIlP';'lI'llfll"" ;)r~ f..llv ,)nd acr:tlf ,1t(>l~ d.....,\ (It:"'d .,t'I~\" C' 't..... l)t.'t" '("1 "\ "" ,. ~ HI' d;> .',IIII'd p,I' ""I'd Ifl.!'!.:"" ,"1(f fahf't,." .1Ilt' ,HI' In ,III ",....C1t't:IS It\ {Ht'tJrf lonth1tOl\ to, "."U'~lJ('rt h" h"ll '.....1.. '1 r('fChp'1~" '11"" II I" 'Itf"(!',lf'''1I II ,tll" lldlltlfl.,l qq'.I'IIT1II'!'" "'qlll,1I1qnS ,f, ,"1'.' I.,. 'i' !" ,. '1'. q..(", \11\1 \"1"11'. H..nl bi'I,".J pr'")'.I''' IIlI"i1I'" III ,,,dllll' ,hI' volt",..! .,,"1 hU'U-:ltv of w.\<:.If' 1"''\.'"''''''1''' 11u' (t"~l"'~ lhi'tvf1 d-,p,rn",pd 1(1 h" ,,' """'f\\' ,1'1. t.. , " .. \, ,.,. 'h.lll h.t... . I I.., p.d ItH' I" ,I( 111'.111'" nll'lhnd td hl'"lfllf'pr ',lpl ;'Ht'! Of (1Ir.\loC',al l-:lIff~f'lIV .'v"d".'l,' 10 nHI 'I'.lt I " ,nll""",tttj ,h,. P'f",;,.nl ~nr' 'lit.".' ,1'11' ." ", I I" '1,1.., lilt, :11,,1 'ft,. I"", " rHHIlf'nf. on, " I .t11l.1 "',"1,'111 'I'J,'OI41, 'I"IH!' .lllH I ha",' nl.llfe ('t 900d I:uth cltOrllO rtll"""lll' 11'~ wi'S1,. 9~r'(lr atlon and ~!I4!ct \1,,' ,...-., .....,~,t.... .. , l'''''''''I,.1I'III,'cl1''.1I .~ .1'..'.ldil',lp II) If'" ;u,(j IIl.lt 1(-;141 11((1\111 W --fj~~~r~~r ,'il""~" . --- ------ l:r~u kLL , 1 7 ',;'n~florl~r 1 A, "~''''\'~I(><.!q(\l1lcnt of A-:'c~'p1 of ""alerials R ~ -f~~~~Rd~~ ;;);~r~s'-- 171~Zfrf. t1da1?td./ o 18 rr,."lt('lo't~r 2 ",...l.lH"....I.......gnnt~nt of "tl~p.ipt of M:llr.oria's R ~ ---F;j,ij;;;nyr;;;;j ili;;i~ . -.------- , 1 siiiliiiiure Month Dlty Y~"r IOI/I/17Jt',8 Month Day Y~It, 100/1/1/llfIS Monrh Dlty Yell' 19 OiSl.;f(>P;,\r1C'f 'nrH{":\linn Sp:tf':J!t F " C , I I f y -rri;lj~j;l~v"'d N;;;lI~- 20 rndfitv Own,., 0' ('ptl( ~t(lr Cl"ttihcnt;on of r~c("pl of hnlBrdo\Js "';11"';1115 covorcd by Ihis manilest exeCI'I liS nolr.d in IIrm 19, '!.Sillllllture Moolfl Dey YIlIt. P'" r ro,", II :rW"! 77 In,..., Q PI',) f ., . ','00: ""''"'" l~ (" "'n'r'" S I ^ I E OF ^L^BNv\^ (M..d ^""""'~'M"" CI.!.-_.-..,. C) Where Should I Send My Completed I<'orm? Listed alphabetically below are the names, addresses, and phone numbers of the proper contacts in each State where you can get additional information, more forms and where you should mail your completed forms. As shown here, the U.S. ErA and many Stales have arranged for the States to answer your questions and receive the completed forms. In a few instances, the workload is shared between U.S. EP A and the State, or handled by U.S. EP A alone. To avoid delay and cOllf<<sioll. follow the directions/vr yvur State very careJill/y. Alphabetized State Listing or llazardous Waste Contacts Alabama l~nd Di\'i~iC'n AI~h~In:l D~I':lrtment 01 Environmental Management St~te C~l'ilol Mon1llomery. AL .161.10 (205) 271-1730 Alaska f:I'A Rq~ion X Waste Managemenl Branch MS,~JO 1200 Sixth ^ venlle Seatlle, WA 9&101 (206) 442,2777 Amerlun Samoa 1'0 VI-rain In(ormarlOn or Form,! COrr/ucl: Arncric~n Sal1\O~ {j('\'ernment [)cr~lt",ent ('ll'uhlic Wnt ~s I'ago rago, American Samoa 96799 (Commercial Call 633-4116) Mail ro"r C"ml'lell'lllurms 1(,: . U,S, EI'A Rq~inn IX ReRA I'r(1grams ScLli<'n ({,2-1) Tn."cs and Wa~te Manrlgelllent Division lI5 Fren10nt Street San Francisco, CA 94105 Arllona Colorado Colorado Dq,artrnent of Health Waste Management Division 4210 E, IlIh Ave, Denver, CO R0220 (303) 320-&333 Conneclieuf Connecticut Del'arlment of Environmental Protection Ha1ardous Mnterials Management Unit State Office Building 165 Capitol Ave, Hartford, CT 06106 (203) 566-5712 Delaware Delaware Department of Natural Resources and Environment Solid Wa~te Managemenl Branch P,O, Box 1401 Dover, DE 19901 (302) 736-4781 ()jslrict Of Columbia Drpartl11ent of Environmenlal Services I'e~ticides and Hazardous Materials Division Room 114 5010 Overlook Ave" SW Washington, DC 20032 (202) 767,8422 (Florida ) Solid Wasle Section Florida Department of Environmental Regulation Twin Towers Office nldg, Rm, 421 2600 nlair Stone Road Tallahassee. FL 32301 . (904) 4&8,0300 Geor<<ia Land Protection Branch Environmentall'rolection Division (ic(l!gia Department of Natural Resources 270 Washington 51., 5W Room 824 Atlanta, GA 30334 (404) 656-2833 Guam To O",oi" In/ormalion or Forms Conlact: Jim Ilranch, Administrator Guam EI'A P,O, Box 2999 Agana, GU 96910 (Overseas Operalor) 646-8&63 Mail Your Complned Forms To: U,S, ErA Region IX RCRA I'rograms Seclion (T-2-1) To){ics and WII~te Management Division 215 Fremont Slreet San Francisco, CA 94105 7i, Of',ain III/ormalinn or r",ms ('"I1IMl: Ariz"IlJ l'~l'artlllent of Health Serviccs 21)05 1'1, Central, Room JO 1 rh'lenix. AZ R5005 (602) 257-0022 Mall rOUT Complned Forms To: U,S, ErA Region IX RCRA I'r{\l!ram~ Seclion (1',2.1) I n)(ic~ Rnd \Va<te Mana~ement Division 215 hemont Slreet San hanciseo, CA 94105 Arkamu Arkansa~ Department of I'nlll1t;on Control Solid and "a7.ardou~ Malerial~ 1',0. no~ 9511-' I.ittle Rock. A R 72219 (501) 562-7444 (amornl. 7'0 Oblain /rrformalivll or F"rm,~ C"rt/acl: California Department of Health Services lo~ic SlIb~lances Control lJivi~i<ln 714 I'Slreel Sacramento, CA 95814 (916) 324-17&1 Mail ro"r Completed }:-vrm.l To: .- I),S, EI'A Rrgion IX ,{eRA I'rl'gr~ms Section (1,2,') . To;'l:ic~ and Wa~te Managemenl Division 215 Fremont Slreet San francisco, CA 94105 EPA Form 8700-12111.85) IV. Line-oy-Line Instructions for COlllpleting EP A Forni 8700-12 Type or print in black ink all items except Item XI, "Signature," leaving a blank box between words. When typing, hit the space bar once between char- acters and three times between words. If you must use additional sheets, indicate clearly the number of the item on the form to which the information on the separate sheet applies. Items I-III - Name, Mailing Address, and Loca- tion of Installation: Complete Items I - Ill. Please note that the address you give for Item III, "Location ofInstal- lation," must be a physical address, not a post (~alce hox or rOllte numher. If the mailing address and physical facility location are the same, you can print "Same" in box for Item Ill. Item IV - Installation Contact: Enter the name, title, and business telephone number of the person who should be contacted regarding information submitted on this form. Item V - Ownership: A) Name: Enter the name of the legal owner(s) of the installation, including the property owner. Use additional sheets if necess~ry to list more than one owner. R) Type: Using the codes listed below, indicate the legal status of the owner of the facility: FF =Federally Owned, Federally Operated FC=Federally Owned, Operated By A Private Contractor to the Federal Government FP =Federally Owned, Privately Operated PF =Privately Owned, Constructed For Use By The Federal Government and Operated By The Federal Government PL =Privately Owned, Leased And Operated By The Federal Government PI =Privately Owned, Indian Land FI = Federally Owned, Indian Land C =County D = Dist rict M =Municipal P =Private S =State Item VI - "I)pe of Hegulated Waste Activity: A) Hazardous Waste Activity: Mark the approp- riate box(es) to show which hal,ardous waste activ- ities are going on at this installation. I) Generator: a) If you generate a ha7.ardolls waste that is identi- fied by characteristic or listed in 40 CFR Part 261, mark an <IX" in this box. EPA Form 8700-12 (11,85) b) In addition, if you generate less than 1000 kilo- grams of non-acutely-hazardous waste per calen- dar '!lOnth, mark an "X" in this bvx. 2) Transporter: If you move hazardous waste by air, rail, highway, or water then mark an "X" in this box. All transporters must complete Item VIII. Transporters do not have to complete Item X of this form, but must sign the certification in Item Xl. Refer to Part 263 of the CFR for an explanation of the Federal regulations for hazard- ous waste transporters. 3) Trealer IStorer I Disposer: If YOll treat, store or dispose of regulated hazardous waste, then mark an "X" in this box. You are reminded to contact the appropriate addressee listed [or your State in Section III(C) of this package to request Part A of the RCRA Permit Application. Refer to Parts 264 and 265 of the CFR for an explanation of the Federal regulations for hazardous waste facility owners{ operators. 4) Underground Injection: Persons who generate and{ or treat, store or dispose of hanHdous waste must place an "X"in this box if an injection well is located at their installation. An injection well is defined as any hole in the ground, ilicluding septic tanks, that is deeper than it is wide and that is used for the subsurface placement of fluids. 5) Market or Burn Hazardous Waste Fuel: [f you market or burn hazardous waste fuel. place an "X" in this box. Then mark the appropriate boxes underneath to indicate your specific activity. (( you mark" Burner" you must cOnl/Jlete Item V II - "Type of Combustion Device. .. Note: Generators are required to notify for waste- as-fuel activities only if they market directly to the burner. "Other Marketer" is defined as any person, other than the generator marketing his hazardous waste, who markets hazardous waste fuel. 8) Used Oil Fuel Activities Mark an "X" in the appropriate box(es) below to indicate which used oil fuel activities are taking place at this installation. 6) Off-Specification Used Oil Fuel: If you market or burn off-specification used oil, place an "x" in this box. Then mark the appropriate hoxes under- neath to indicate your specific activity. If you mark "Burner" you must complete Item VJJ-:- Type of Combustion Device. .. Note: Used oil generators are required to notify only if marketing directly to the burner. ."",. i , ..." ...- "Other Markctcr" is defincd as any person, other than a gcncrator markcting his or her used oil, who markets used oil fuel. 7) Specification Used Oil Fuel: If you are the first to claim that the used oil meets the specification established in 4() CFR Part 266.40(e) and is exempt from furthcr regulation, you must mark an "'X" in this box. Hem VII - Waste-Fuel Durning: Type of Com- bustion Device: Enter an "X" in all appropriate boxes to indicate type(s) of combustion devices in which hazardous waste fucl or olT-specification used oil fuel is burned. (Refer to definition section for complete description of each device.) ITEM VIII - Mode of Transportation: Complete this itcm only if you are the transporter of ha7.ardous wastc. M ark an "X" in each approp- riate box to indicate the method(s) of transporta- tion you use. Hem IX - First or Subsequent Notification: Place an "X" in the appropriate box to indicate whether this is your first or a subsequent notifica- tion. If you havc filed a previous notification, enter your EP ^ Idcnlification Number in the boxes provided. Note: Whcn the owner of a facility changes, the new owner mllst notify U.S. EP A of the change, evcn if thc previous owner already received a U.S. EP ^ Idcntification Number. Because the U.S. EP^ ID Number is "site-specific," the new owner will keep the existing 10 number. If the facility moves to another location, the owner/operator must notify EP ^ of this change. In this instance a new U.S. EP A Identification 'Number will be assignc~, since thc facility has changed locations. Item X - Description of Ilazardous Waste: (Only persons involved in hal.ardous waste activity (Item VI(A)) need to complete this item. Transporters requesting a U.S. Ef>^ Identification Number do not need to complete this item, but must sign the "Certification" in hem Xl.) You will need to rcfer to Tille 40 CFR Part 261 (enclosed) in order to complete this section. Part 261 identifics those wastes that EP A defines as hazardous.. If you need help completing this sec- tion, please contact the appropriate addressee for your state as 'isted in Section IIl(C) of this package. EPA Form 8700-12111,85) - ---,~~------~~- t " : Section A - If you handle hazardous wastes that ~ are listed in the "nonspecific sources" category in j Part 261.31, enter the appropriate 4-digit numbers ~ in the boxes provided. t Section B - If you handle hazardous wastes that are/listed in the "specific industrial sources" cate- gory in Part 261.32, enter the appropriate four- digit numbers in the boxes provided. . Section C - If you handle any of the "commercial chemical products" listed as wastes in Part 261.33, ~:. enter the appropriate four-digit numbers in the boxes provided. Section D - Disregard, since EP A has not yet published infectious waste regulations. Section E - If you handle hazardous wastes which are not listed in any of the categories above, but do possess a hazardous characteristic, you should describe these wastes by their hazardous characteristic. (An explanation of each character- istic is foUnd at Part 261.21-261.24.) Place an "X" in the box next to the characteristic of the wastes that you handle. Item XI - Certification: This certification must be signed by the owner, operator, or an authorized representative of your installation. An "authorized reprcsentative" is a person responsible for the overall operation of the facility (i.e., a plant manager or superintendent, or a person of equal responsibility). All notifications must include this certification to be complere. For Official Use Onl . ~ , . . '" ~ .... -- .' ~ I, , Form Approved, OMS No, 2050 on78 En",e,~ 9.30 88, GSA No, 0246,EPA-OT Please reler 10 Ihe Insttuctions lor FIling Notification be'ore completing this form, The information reqllested here is required by law (SectIon 307001 the Resource Conservation and Recovery Act), Please pr illl or lype Wllh ELI' E type (/2 characters per mchl in Ihe unshaded areas only United States Environmental Protection Agency Washington, DC 20460 &EPA Notification of Hazardous Waste Activity ~ Date Received mo, day) ..; o 1 a, Generator o 2, Transporter o 3, Treater/Storer/Disposer o 4, Underground Injection o 5, Market or Burn Hazardous Waste Fuel (enter 'X' and mark appropriate boxes below) o a, Generator Marketing to Burner o b, Other Marketer o c. Burner VII. Waste Fuel Burning: Type of Combustion Device (enter 'x' in all appropriate boxes to indicate type 01 combustion davice(s)in which hazardous waste fuel or o(f,specilication used oil luel is burned, See instructions lor definitions of combustion devices.) . o A. Utility Boiler 0 B, Industrial Boiler 0 C, Industrial Furnace VIII. Mode of Trans ortation trans orters onl - enter 'X'in the a ro riate box es o 1 b. Less than 1,000 kg/mo, ro riate boxes. Refer to instructions. B. Used Oil Fuel Activities o 6. Off-Specification Used Oil Fuel (enter 'X. and mark appropriate boxes belowl o a, Generator Marketing to Burner o b, Other Marketer o c. Burner o 7. Specification Used Oil Fuel Marketer (or On site Burner) Who First Claims the Oil Meets the Specification o A. Air 0 B, Rail o C, Highway "WII IX. First or Subse uent Notification Mark 'X' in the appropriate box to indicate whether this is your installation's first notification of hazardous waste activity or a subsequent notification, If this is not your first notification, enter your installation's EPA 10 Number In the space provided below. o A, First Notification o B, Subsequent Notification (complete item C) EPA Form 8700.12 (Rev, 11-851 Previous edition is obsolete, Continue on reverse ., I ...( 10 - For Official Use Only .~ W . 1 X.Descriptlon of Hazardous Wastes (contmued from front) A. Hazardous Wastes from Nonspecific Source.. Enter the four-digit number from 40 CFR Part 281.31 for each listed hazardous waste . from nonspecific sources your installation handles. Use additional sheets if nec....ry. 1 2 3 :,,:, . .- II II I I I I T I I I I I I I I I I . T 1 T 7 8 9 .. 10 11 ' 12 i I I I I T I I I I I I I I I T 1 1 B. Hazardous Wastes from Specific Sources. Enter the four-digit number from 40 CFR, Part 281.32 for each listed hazardous waste from specific sources your installation handles. Use additional sheets If necessary. . 13 14 16 18 17 18 I I , f I I I I I 1 T 1 I I I I I I 19 20 21 22 23 24 I I I f I I I I I 1 T 1 I I I I I I 25 28 27 28 29 30 I I I rl I I I I 1 I I I I I I I I C. Commercial Chemical Product Hazardous Waste.. Enter the four-digit number from 40 CFR Part 261.33 for each chemical substance your installation handles which may be a hazardous waste. Use additional sheets if nacessary. ' 31 32 33 34 35 38 I I I I T 1 I I I T 1 T I I I I I I 37 38 39 40 41 42 I I I l T 1 I I I T 1 T I I I I I I 43 44 45 48 47 48 I I I I I I I I I T 1 I I I I I [ I D. listed Infectious Wastes. Enter the four-digit number from 40 CFR Part 261,34 for each hazardous waste from hospitals. veterinary hos- pitals. or medical and research laboratories your installation handles, Use additional sheets if necessary. 49 50 51 52 53 54 I I I T I I I I I T T I I I I T I I E. Characteristics of Nonlisted Hazardous Waste.. Mark 'X' in the boxes corresponding to the characteristics of nonlisted hazardous wastes your installation handles, (See 40 CFR Parts 261.21 - 261.24) o 1. Ignitable o 2. Corrosive o 3. Reactive o 4. Toxic (0001 ) (DOO2) (DOO3) (DOOO) : XI. Certification I certify under penalty of law that I have personally examined and am familiar with the information submitted in this and all attached documents. and that based on my inquiry of those individuals immediately responsible for obtaining the information. I believe that the submitted information is true. accurate. and complete. I am aware that there are significant penalties for submitting false information. including the possibility of fine and imprisonment. Signature Name and Official Title (type or print) Date Signed EPA Form 8700-12 (Rev. 11-85) Reverse ~ .... . . @ ** CREDIT APPLICATION ** CORPORATION IS PURCHASE ORDER REQUIRED FOR BILLING? YES EPA 10 NUMBER: PHONE NUMBER: (_ D.U.N.S. NUMBER: CWM TECHNICAL REP: PARTNERSHIP NO CUSTO~lER NAME AND BILLING ADDRESS: ..", TYPE OF OWNERSHIP: INDIVIDUAL NUMBER OF YEARS IN BUSINESS UNDER CURRENT NAME: IF NOT A CORPORATION, NAME PRINCIPAL OWNERS: IF A WHOLLY OWNED SUBSIDIARY, NAME AND ADDRESS OF PARENT COMPANY: AMOUNT OF CREOIT REQUESTED: $ ** BANK REFERENCES ** NAME: ADDRESS: NAME: ADDRESS: """ PHONE: PHONE: (-) CONTACT: CONTACT: ** BUSINESS REFERENCES ** NAME: ADDRESS: NAME: ADDRESS: PHONE: CONTACT: PHONE: (_) CONTACT: CREDIT APPLICATIOn PAGE 2 Attached a copy of your most recent financial statements. If credit is approved, payment terms are net 30 days after invoice date. Invoices not paid within these terms may result in customers being placed on C.O.D. basis and/or having disposal privileges suspended until entire balance due is paid. Chemical Waste Management reserves the right to limit the amount of credit extended to each customer. Deliveries to CWM when this credit limit has been reached, regardless of payment terms, must be on a C.O.D. basis. CWM reserves the right to re~ire an irrevocable letter of credit before extending credit to a customer; you will be notified if such an instrument is required. To avoid delays, be sure your credit is approved before any shipments are scheduled. Information provided on this application will be held in strictest confidence and used only by CWM in making a credit evaluation. Mail your application to: Chemical Waste Management, Inc. P.O. Box 55 Emelle, Alabama 35459 Attention: Credit Department NOTICE STATE LAW ~lAY FORBID THE DISCLOSURE OF FINANCIAL INFORMATION BY A FIRM WITHOUT THE WRITTEN CONSENT OF ITS CUSTOMER. THEREFORE, THE FOLLOWING CONSENT IS PROVIDED: I hereby authorize disclosure of financial information by all references listed on credit application to CHEMICAL WASTE MANAGEMENT, INC. SIGNATURE COMPANY NAME DATE TITLE (Dil/CREon .APL) ErA IIAZARDOUS WASTE NUMBERS FOR WASTE STREAMS COMMONLY GENEHA TED BY SMALL QUANTITY GENERATORS I , , I I ;..J The En\'ironmental'Protection Agency recognizes that generators of sm,,11 quantities of hazardous wllste, m11I1Y of which are small businesses, may not be familiDl tdth the mllnner in which hazardous waste materials are identified in the Code of F{'d~rI11 Regulatiolls, This insert hS5 been assembled in order to aid small quantity r.~ner!Jtors in determining for their wastes the EPA Hazardous Waste Numbers that are JU~,~dec' to I complete the "Notification of Hazardous Waste Activity", Form 8700-12. :, I lids illsl'rt is composed of two tables. Table 1 lists eighteen g~ner(1I Industry cat ego r i est hat COli t a ins mall quail tit Y g e n era tor s . For e 11 c h 0 f the s e cat f~ g!) r i e s , commonly g"I1"rateri hazardous waste streams .1re identified. Table 2 lists EPA Hazardous Waste Numbers for eacIi waste stream identified in Table 1. I To Use This Insert: 1. Locate your industry in Table 1 tq identify the waste streams common to your activities. , i' 2, Find p.l1ch of your waste streams in Table 2, and review the more detailed descriptions of typical wastes to determine which waste streams actually result frolD your activities. J. If you determine that a waste stream docs apply to you, r(tport the 4-di.git ErA Hazardous Waste Number in Item IX of Form 8700-12, "Notification of Hazardous Waste Activity". ""'" The SI'f?cific instructiolls for completing Item IX (Description of 1I11.:ardclus Wl1stes) of the notific8tiC'n form are included in the notification package. You should note, however, thllt specific Hazardous Waste Numbers beginning with: I . "F" should be entered in Item IX, Section A' I I , . UK" should be entered in Item IX, Section B ; . "P" or "Un should be entered in Item IX, , , . I Section c; and, : I . .tD" should be entered in Item IX, Secti6n E. I ~ I I I , The industries and waste streams described here do not provide 11 cOll1prehensivp list, but rather s~rve as a guide to potential small quantity generators in determining which of their \o,'8stes, jf any, are hazardous. Except for the pesticide categ'JrY, this insert does not include EFA Hazardous Waste Numbers tor commercial chemical prollucts that are hazardous Io.'hen discarded unused. These chemicals and their EPA Hazardous Waste Numbers are listed in 40 efR 261.33. If the specific I[~zardri~s Was~~ Number that should be applied to your waste stream is unclear, please re.{er to 40 CflPPart 261, reprinted in the notificatiollllClckage. '1"1\ those cases where more than one Hazardous Waste Number is applicable, all should be, used. 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WASTE STREAM EPA HAZARDOUS WASTE NUMBER AC IDS/BASES: .~ .... ,I ; , .' Acids, bases or mixtures having a pll less than or equal to 2 or greater than or equal to 12.5, or liquids that corrode steel at a rate greater than 0.25 inches per year, are considered to be corrosive (fo'r a complete description of corrosive wastes, see 40 eFR 261.22, Characteristic of I corrosivity). All corrosive materials and solutions have the EPA Hazardous. Waste Nllmber of 0002. The following are some of the more commonly used corrosives: i Acetic Acid Ammonium Hydroxide Chromic Acid Hydrobromic Acid Hydrochloric Acid Hydrofluoric Acid Nitdc Acid Oleum Perchloric Acid Phosphoric Acid Potassium Hydroxide Sodium Hydroxide Sulfuric Acid DRY CLEANING FILTRATION RESIDUES: ~ Cooked powder residue (perchloroethylelle plants only), still residues and spent cartridge filters containing perchloroethylene or valclene are hazrndous Bnd have all ErA Hazardous Waste Number of F002. Still residues containing petroleum solvents 1400r are also considered hazardous, and have an 0001. with a flash point less than EPA Hazardous Waste Number10f i . I I HEAVY METALS/INORGANICS: i I Heavy metals and other inorganic waste materials exhibit the characteristic of EP Toxicity and are considered hazardous if tile extract, f~om a representative sample of the waste has any of the specific constituent' I concentrations as shown in 40 eFR 2.61.24, Table 1. This may include dusts, solutions, wastewater treatment sludges, paint wastes I waste inks and other! such materials which contain heavy metals/inorganics (note that wastewater I treatment sludges from electroplating operations containing nickel and ' cyanide, are identified ~s FOOG). The following are EP Toxic: . " ': 111'- . Arseitic D001 Barium D005 ! , I Cadmium 0006 , i Chromium 0007 \ I I Lead 0008 I Hercury 0009 '1 ." . I \ Selenium DOlO I I I S11 ver 0011 i I I 'i I I I, 'II 'I ' " I I , WASTE STHEAM EPA HAZARDOUS WASTE NUMBER IGNITABLE WASTES~ Ignitable wastes include any flammable liquids, nonliquids, and contained gases th.1t have a flashpoint less than 1400F (for a complete description of ignitable wilstes, see 40 CrR 261.21, Characteristic of ignitablity). F.xarnples are spent !';olvents (see also solvents), solvent still bottoms, ignitilbll! po1lnt wastes (pal/It removers, brush cleaners and stripping agents), epoxy resins and adhes i \'es (epoxies I rubber cements and marine glues), and was te inks "1 contl'lininp, fL1mmnble solvents. Unless otherwisp. specified, all ignitable : was tes hilve an EPA Hazardous Was te Number of D001. I I " Some commonly used ignitable compounds are: ' . II; ,I I I ^cetone F003 I: " I I ' I Ilenzene 0001 ! ( ~ t n-ButyI Alcohol F003 ! Chlorobenzene F002 j , I Cyclohexanone F003 Ethyl Acetate F003 Ethylbenzene F003 Ethyl Ether F003 Ethylene Dichloride 0001 ~lethanol F003 ~I e thy I Isobutyl Ketone F003 Petroleum Distillates 0001 Xylene FOO3 I ' INK SLUDGES CONTAINING CHROMIUM AND LEAD: This includes solvent washes and sludges, caustic washes and sludge.s, or t.;ilter \..'<:Ishl's and sludges from cleaning tubs and equipment used in the i formlllillioll of ink from pigments, driers, soaps, and stabilizers containingl r:hrnmium and lead. All ink sludges have an EPA Hazardous Waste Number of I, K086. I : LEAD ACID BATTERIES: I ~ 1 ~ Used lea1 acid batteries sllould be reported on the notification form ~~!y if they <He not recycled. Used lead acid batteries that ar~ recycled do not, need to be counted in determining the quantity of waste that you generate pe~ month, nor do they require a hazardous waste manifest when shipped 0 f f your; ; premises. (Note: Special requirements do apply if you recycle your batteries on your own premises -- see 40 eFR Part 266.) , ; \ ; I t. I ! ;: I , f I I . I I I , , I I' , ,: .!, i.1 . I" , ~ I j, ' i, ' ,! : I I I :.' : I i I ! I l I I : I I i ! : I I j 'l'l : ! I , I Lead Dross n Spent ',\Cids Lead Acid Batteries 0008 0002 0008 D002 ,',' ....'}.... , I I I I I I I . . Y' , , . -. tT T' .",:"\"..' '.~'r ,..-..... !_.., r-.. ~~... -_.. ... . .. .. ..__......~._ ..._. WASTE STREAM EPA HAZARDOUS WASTE Nut-mER' """'" , PES TIC IDES: , Pest icides, pesticide residues, washing and rinsing solutions and dips '\oihich cOlltain constituent concentrations ,at or above the EP Toxicity Le\'el, or have <111 oral LDSO toxicity (rat) < 50 mg/kg, inhalation LCSO toxicity (rat) < 2 mg/l. or a det;mal LDSO toxicity (rabbit) < ZOO mg/kg, are hazardous ; materials. The following pesticides are considered to be hazardous. for a more complete listing, see 40 CFR 261.32-33 for specific listed pesticidesL and other wastes, wastewaters,' s Judges, and:',by-pro4ucts from pest ie: ide production. (Note that while many of these pestie'ides are no lo"g~r in common use, they are included here for those cases where they may be fOllnd in storage.) . , Aldicarb Aldrin Amitrole Arsenic Pentoxide Arsenic Trioxide Cacodylic Acid Carbamic Acid, Hethylnitroso-, ethyl Ester Chlordane Copper Cyanides l,2-Dibromo-3-Chloropropane 1,2-Uichloropropane l,3-Dichloropropene 2,4-Dichlorophenoxy Acetic Acid OUT Dieldrin Dimethoate Dimethylcarbamoyl Chloride Dinitrocresol Dinoseb D isod i 11m ~Ionmomethanea rsonate Disulfoton Endosulfan Endrin Ethylmercuric Chloride Famphur Heptachlor Ilex.achlorobenzene Kepone Lindane 2-Hethoxy Nercuric Chloride ~Ie thoxych lor Methyl Parathion Monosodium Nethanearsonate Nicotine Parathion. , Pentaclllo'ron i t rObenzene Penrachlorophenol Phenylmercuric Acetatl! Phorate Strychnine 2,4,5-Trichlorophenoxy Acetic Acid 2-(2,4,5-Trichlorophelloxy)-Propionic Acid 111allium Sulfate Thirarn Toxaphene Warfarin P070 POO4 UOll POll P012 U136 U178 U036 P029 U066 Ua83 UOa4 U240 UOG] P037 PO.t" U097 P047 P020 D004 P039 P050 P05] 0009 P097 P059 U 127 U142 U129 0009 0014 POll 0004 POlS P089 U185 U242 0009 P094 PlOa U232 U233 P115 U244 P123 U248 .., . ; , , \ WASTE S IREAM EPA HAZARDOUS WASTE NUr~IOER REACTIVES: I, Reactive wastes include reactive material~ or mixtures which are unstable. relict \'iol~ntly with or form explosive mixtures with water, generate toxic ! ~ases or V.1pors when mixed with water (or when exposed to pll conditions ,i bf!t~'eC!n 2 alld 12.5 in the case of cyanide or sulfide bearing WAstes) t or arc '. capable of detonation,or explosive reaction when irritated or heated (for n complete description of reactive wastes, see 40 CFR 261.23, Charncteri5tic of reactivity), Unless otherwise specified, all reactive wastes have an EP^ " IIl1znrdolls W;lste Number of D003. The following materials are commonly considered to be reactive: Acetyl Chloride Chromic Acid CYl\nid~s Jlypochlorites Organic Peroxides Perchlorates Permanganates Sulfides , I I I SPENT PLA TING AND CYAN IDE WASTES: Spent plating wastes contain cleaning solutions and plating solutions Idth cnustics, solvents, lleavy metals and cyanides. Cyanide wastes may also be gl'nerated frol11 heat treatment operations, pigment production and mnllufrlcturing ': of Ilnti-(:<1king a~ents. Platill~ wastes are generally Hazardous Waste Numbers F()()6 - F009. lIeat tre;Hment W<lstes are generally Hazardous Waste Numbers rOIO - rOl2, See 40 erR 261.31 for a more complete description of plating wastes. WOOD PHESER VING AGENTS: , t' Compounds or mixtures used in wood preserving, including the wastewater' 'I treatment sludge from wastewater treatment operations. are considered Ih1zardou5. f1ottom sediment sludges from the treatment of wastewater processes that use cr('(Jsote or pentachlorophenol are hazardous, and have an ErA Ilazardou5 Waste Number of K001. Unless otherwise indicated. specific wood preserving components are: ' Chromated Copper ~rsenate Cnosote ~~:' , .{~) Pentachlorophenol D004 KOOl KOOl I I . \ . . i : I I : I I' ,,\ '. I" " I ~ , i i I; I \ I . . , , i ' I I I : I WASTE STREAM SOLVENTS: EPA HAZARDOUS WASTE NUMBER , Spent solvents, solvent still bottoms or mixtures containing solvents are often hazardous. This includes solvents used'!n degreasing and paint brush clean.lng, and distillation residues from reclamation. The following are some commonly used hazardous solvents (see also ignitable wastes for other hazardous solvents, and 40 CFR 261.31 for most listed hazardous waste solvents): ',;' i .\ .' Benzene Carbon Disulfide Cllrbon Tetrachloride Chlorobenzene Cresols Cnsy 1 j c Acid o -IJi ch lorobenzene Ethanol Ethylene Dichloride Isobutanol Isopropanol Kerosene lIt!thyl Ethyl Ketone lIt!thylene Chloride 0001 FOOS FOOl FOOl F004 F004 FOOl 0001 0001 FOOS 0001 0001 F005 FOOl FOOl 0001 F004 0001 F005 FOOl FOOl FOOl FOOl FOOS FOOl F002 F002 F002 \ 0001 Naphtha Nitrobenzene Petroleum Solvents (Flashpoint less than 140oF) Pyridine l,l,l-Trichloroethane Tetrachloroethylene Toluene Trichloroethylene Tr f eh] oro fluoromethane Trichlorotrifluoroethane While Spirits J' .,. " " (Sludges) (Still Bottoms) (Sludges) (Still Bottoms) (Sludges) (St ill Bot toms) (Sludges) (Still Bottoms) , -.II! I ...., I I . I I 'f' I I I I"" i I I C\ol11- 6000 COVER ,-- GENERATOR'S WASTE MATERIAL PROFILE SKEET WORJ<SET Return this completed workset to: GENERAL INSTRUCTIONS This workset contains two forms: GENERATOR'S WASTE MATERIAL PROFILE SIffiET GENERATOR I S CERTIFICATION OF REPRESENTATIVE SAl1PLE 1. The Generator's Waste Material Profile Sheet is a two-sided form. Both sides must be completed. 2. This document is perforated so the forms and instructions lIlay be separated {or your convenience. If the forms are sep3rated, take special precautions to assure that they are used to describe and identify ONLY the same waste. 3. Shaded areas on the forms are for Chemical Waste Management, Inc. use only. 4. Answers must be made to all questions with the exception of PART I, "Reclamation, Fuels or Incineration Parameters," which is optional. 5. Answers must be printed in ink or typed (elite, 12-pitch). 6. Instructions are included to help you complete these forms correct- ly. The letters and numbers which precede each instruction refer to the lettered and numbered entries on the forms. 7. Both the Generator's Waste Material Profile Sheet and the Generator's Certification of Representative Sample forms must be signed. 8. The Certification of Representative Sample and its peel off Sample Label must be used to identify ONLY the sample of the waste de- scribed on the attached Generator's Waste Material Profile Sheet. 9. The peel off label must be completed before removal from the form and applied to the container which actually holds the sample mater- ial - not on the shipping carton - even if the sample already has anotherlabel. 10. If you have any questions concerning the use of tbese forms, please contact your Chemical'Waste Management, Inc. Sales Representative or the office that issued this workset to you. 11. HAKE A COpy OF THESE FORHS FOR YOUR RECORDS. SEND THE ORIGINALS AND ^LL ATIACJn1E1ffS TO THE ADDRESS SHOWN ABOVE OR TO THE ADDRESS PROVIDED BY YOUR CHEHICAL WASTE tiANAGEHE.NT, INC. SALES REPRESENTATIVE. "GENERATOR'S WASTE HATERIAL PROfILE SKEET" CWl1-6000 ~ Tbi. inform.tioo i. required for I wlste to be considered (or transport.tion, tre.tmeot, stor'le or dispos~l. It is used to determine if the waste m~y be transported, treated, stored or disposed in a legal, safe, and environmentally sounc manner. This information will be maintained in strict confidence. ANSWERS HUST BE HADE TO AlL QUESTIONS and must be printed io ink or typed (elite, 12-pitch). A response of "NONE," or "NA" co.n be made if appropriate. PART A. GENERAL INfORMATION @ Chemical Waste Management, Inc. GENERATOR'S WASTE MATERIAL PROFILE SIiEEl PLEASE PRINT IN INK OR TYPE (IJl1., 12-pUch). ~ ~ CWM loeaUon 0' OrigInal: T. W . I . (IHAOtD Al'LU '0" ClnI UII ONLY} F99870 W..te Profile Sh..t Code CWM !II" Rep. ~ L I. )~ -' 2. Generator USEPA 10: .11 !l...Q J2 ..Q...a...2 -6. L ~ 4. Gen,r.tor St.te /0: Same A. GENIRAL INFOAMA TlON 1 Gener'lor Name: Chemical Specialties, 3. Facility Addr,": 2371 Boyd Avenue St. Louis, MO Inc. 7, Tille: Lab Manaller 5 Zip COd' 62204 8, Phone: ( 61 7) b.1L - .ilQ ~. Technical Contlct: f.l White 1. GENERATOR NA11E - Ente r the name of the generating fad Ii ty. 2. GENERATOR USEPA 10 - Enter the twelve character alpha-numeric descriptor issued by the USEPA to the facility generating the waste. 3. FACILITY ADDRESS - Enter the street address (oat P.O. Box) of the generating . facility. 4. GENERATOR STATE [0 - Enter the descriptor issued by the state to the facllity generating the waste (if applicable). 5. ZIP CODE - Enter tbe generating facility's f~ve or nine digit zip code, 6. TECHNICAL CONTACT - Enter the name of a person who will answer technlC31 questions about the waste. 7. TITLE - Enter technical contact's title. 8. PHO~ - Enter technical contact's telephone number. - ,..- PART 8. MAIL CHEMICAL WASTE MANAGEMENT INe.INVOICES TO: .. ~ .. MAl\. CHIMtCAL WAITt MANAQ!MINT, INC. INVOlel. TO 2. Company NI/'M: ~b,w.i",l Specialtiu 4.A4d~: 419 lush Street Chic8aO. lL 1. 0 GenerlUng Flcility (.A. lbo\1), or 3. Phone: ( J 12) .!t1L. ..5.Q 5. ZIp COd': 60631 1. If you want the invoice mailed to the same address .s in PART A, check "Generating Facility." If you want the invoices mailed elsewhere, then indicate the name, phone, and address, as shown in numbers 2 through 5. 2. COMPANY NAME - Enter the name of the company to which you want the invoices sent 3. PHONE. Enter the telephone number of the company to which you want the invoices sent. 4. ADDRESS - Enter the address of the company to which you want the invoices sent. 5. ZIP CODE - Enter the five or nine digit zip code of the company to which you wanl the invoices sent. f~ PART C. c. ,. "^M. 0' WAtTI Waste Oil Storage Tank Flushate 2. ""OCt.. GeNeRATING wAIn Tank Cleaning 1 I' this Witt. . Oloxin lilted wast. u defined in 40 CFA 2el,31 (',g.. F020. F021. F022. F023. F02S. F027. or F028)7 .. o Yn rn No If y". DO HOT COMPUTt 'hit 'orm. Contact yourCh.mieal Wutt MII'.gtmtnllne, "'" repr.,.nll1lv, 'or USlsIl1 1. NAHI OF WASTE - Enter a name that is generally descriptive of this waste (e.g., cyanide plating waste, paint sludge, PCB contaminated dirt, still bottoms, waste- water treatment sludge). 2. PROCESS GENERATING WASTE - List the specific process/operation or source that generates the waste (e.g., metal plating operation, paint spray booth, PCB spill, solvent recovery, wastewater treatment plant). 3. DIOXIN WASTE - Treatment, storage or disposal of Dioxin wastes requires special attention. If this waste is a USEPA listed Dioxin waste, indicate "YES" and contact your Chemical Waste Management, Inc. Sales Representative. If "YES". DO NOT COI1PLETE THE REHAINDER OF THIS FORM.