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1988 AMENDED APPLICATION (Marked-up Copy) c .~ LEGEND BOYNTON BEACH MALL City of Boynton Beach, Florida -.0 --- Project Boundary 121 - Single Unit Residential Medium Density 132 - Mobile Home High Density 141 - Retail Sales and Services 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 CORPORATION Source: Florida land Use, cover and Forms Classifications System MAP OIF 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 lavert 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 lavert 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 I, 1988. 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. 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 "Recreational" 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 3.55:t acres of Recreational land use category in accordance with the City of Boynton Beach's recommendation. The 3.55:t acres includes the existing 3.41:t acre pine area and .I4:t 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 2.42:t acres be used for the relocated Canal L-23, and the expansion of the existing mall parking facilities. The 2.42:t acres will be proposed as Commercial-Local Retail in association with the existing mall land use designation. Proposed zoning for the 3.55:t acre vegetated area will be REC - Recreation District, and C-3 - Community Commercial District for the 2.42:t acre developed area. Map DjF-l illustrates the 3.41:t acre portion of pine area and the .]4:t 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 2.42:t acres of the 5.83:t 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 flat wood area, Canal L-23 will be culverted and relocated beneath the ring road of the mall. Approximately 2.42:t acres of existing pine flatwood, adjacent to the mall, will need to be developed to accommodate the culverted L-23 Canal and the additional parking and roadway ]2-8 o '0 LEGEND BOYNTON BEACH MALL City of Boynton Beach, Florida o ---Project Boundery . Existing Pine Area Proposed For Racestlonal Zoning Deslgnallon - 3.41:f: Acres . Canal RO.W. Area To Be Plantad As Pine Upland Community - .14j: Acres and Propo..d For Recreational Zoning Deslgnallon PROPOSED LAND USE/COVER THE EDWARD J. DeBARTOLO CORPORA TION MAP D/F-l C> GENER] ~RLOJ IVANHO] KITE] LOTHA] o MARLOW) NOREEN 11 OBERjN ,/ , PANDORA. ) OU1NTON) "": BOYNTON CANAL c z o 0- r ~ I ~ W 0- W " ,----------..." (-----------..., ,------"') 11 / ~', I I, /; / ,,'\. I / / " " I '----------- / " '\. I I / ',', I I I '," I ) !c?'~~,: )\J ( I /-, I I / / J I /~/ \ _/ \ // / \ r---- cr====v ,__~ ( I I I I I ~ I : (APPROVED) : \ I " ..---_...-' , , ~---\ I ", I I I I : SURFACE PARKING : 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 I \ I , I ) /-, ,----~,', I / / r /~/ I I '~, I / / I I" I I / / I I ,., \~/// I ~ I '".J / I I \ \ I I /.J " I 'I : // , I ---------, \ / ,,( \ \ // 'II '" / ",J I , ../ .....---------- SURFACE PARKING -" NT. ~A. \ (OLD BOYNTON ROAD) ACCESS ROAD TO BOYNTON - BEACH BLVD. (S.R.804) Greiner. Inc. LEGEND Project Boundary DEVELOPMENT SUMMARY ~ SQ. Ft. GlA o Existing Project Approved Expansion Tolal Approved Project 878,670 229.330 1,108.000 136,449 1,244,449 Proposed Expansion Total Project RETENTION POND 1 -~~ RETENTION POND I t ~ ----1 ...: z ---.. ~ L- RETENTION p::-l r ...-1 --~ ~ ~-- r , ~ \ r .. o Jo-o.... 200 , 400 I GRAPHIC SCALE IN FEET E:NT. '"8- BOYNTON WEST ROAD BOYNTON BEACH MALL City of Boynton Beach, Florida DRAINAGE MAP THE EDWARD J. DeBARTOLO CORPORATION MAP H .... o '" a: en 0- Z ui > <( II) II) W 0: " Z o o Ir I- I --~ I t ! " ! / ("11 j i /11, - --/ ffif~ yl= (fr' ~ ":J' (,j; r; ~ II ;/~~_~ \" ro 'J ~}- . --.- ~ = ~m~. -"I c ... ,~ o loa 200 ..J JO""W^1 ! ~ ! ! A1un, o ---I I I _J .- -I . ~-1~ , , ; i - i I ... j ... I .. .. . , " iL ! ,. . I I Q,'C.cCQ l I :I 0 U CI) r o co '" ! 0 "'>04>>0 CJ.m~ i <!:!!'" ! I ;tij..... . I J (/)~;- ! l CD ... ~ :g i .co4DC') , ........0_ ! I ! ;.:. ! I ~ I 'I III ! !r " " ! " ~ "..':" . Ii co . a. 2 I :i " ~ Go C co ii: r; ~ . z f ~ " " . > o . . o . o . . . u u.i;.-t ; . ffi i u_ ~~-- : ~~:.~J1 @.---- ( - ,-- \ i , I I I 11 i I . I"!I I I I !'il! I I ~ I '1- ' Greiner, Inc. 10 BOYNTON BEACH MALL City of Boynton Beach, Florida PROPOSED LANDSCAPE SCREENING PLAN THE EDWARD J. DeBARTOLO CORPORATION MAP H-l areas. The remaining 3.41:t acres of existing pine flatwood would remain undisturbed. An additional .14:t acres of the relocated and culverted canal right-of-way shown on Map H-I would be planted as pine upland community. Therefore, the pine flatwood area as shown on Map DfF, will decrease from 5.83:t acres to 3.55:t acres, as shown on Map DfF-I, for a loss of 2.28:t acres. As shown on Map H-I, 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-I at the southern end of the parcel. As shown on Map H-I, a continuous wax myrtle hedge along the proposed chain link fence will provide additional screening and habitat enhancement of the undeveloped area. The lavert 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 ad verse effects? This question will be answered upon completion of the Sufficiency Review of Question 31, "Public Transportation Facilities"" 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 Avenue is diverted to flow north to Boynton Canal. Control structures on both Canal 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 aquifeLI 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 welIfields 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 well fields in this area of eastern Palm Beach County and the associated one-foot drawdown contours. 15-2 B. Describe in terms of appropriate water qnality 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 indicate that 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 ZIOC. The groundwater is generally hard with dissolved solids in the mall vicinity ranging from 635 to 850 mg/I 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. 15-3 ;:s~ o- N- "'0 0' <D'" "'''' - '" , -'" ~, g- <D' "'''' <D'" "'0 , ~ ~ "'''' .... "'''' 0 ~ .3 -0 - ~, 00 '" , -, "'''' "'''' C'!~ 0::-::' z~ -'" ~'" -0 '" g- .3 "'''' ::>, "'''' ..'" '" 0' u :3 "'''' "'''' '" ",g- '" '" -" ", "'"' 0"",,: C'!"'? 0- .", -'" ~g' u ~ .. . "'- .3 '" 0' .. '" t'""~ Lf') "'tLr- 0, u 2' 00 "'0 00 '" ~ , "', ~q "'" ~"! 0' .. J "'"' -'" ",g- w' "'''' "'''' ~'" o~ -~ .,.. "'''' 0- . E .s 00 00 0 ';;; "'..z "'-- "''''''' '" i5~ ..oLf')W "''''''' "''''~ ~ oC'..;;a; '" <...J 3 --.. >- 0' ~I"? N., 0.. . "'''' "'" . - ~ N<D 0 ..:.... E 60 -'" . ", w ~ .' , .,,,,o. e "'- "'00 ~ ~ ",((',~ ~<OLf') ":r--~ . 0 .> .s --.. "''''''' "'~~ 0 ~ "' ~ .. ..' :8<t; "''''- o-~ . ...... 8 "''''.. ",,,,,,, 0 u~ - '" .q";N f"-.<O,D 0 " .s 0 Ln w ....1"")('.. ...... >- <( ~I"?ffi ~'" "''-' ^ o~ u.J " ~ '" ,..j,..j , , ~li(Z' u "'0>- , "'''' , -' ~ .s "''''.. oO~ co " i5 ;:: '" '" 'Q'":::: ~"'z "''''- "'0- '" , X :I:~ "'-:13 000 O"!C! 0 ~ "' Z.s -"'" 000 000 0 E "'0 x:~ "'0 "'..~ 0-0- . o ~ 0'" "'~'" -"'''' 0 ..'" I"')N~ q-o 0 Z .s 0 0'" 000 000 " , .,'" "''''''' --'" . ~ "''"0 ~o'" "'..- 0 >- ~~z q-~ qq~ 0 .s 00 000 000 0 ~~ "'''' "''''.. ...... . 0'" 000 000 0 ..'" ooq 000 0 .s 00 000 000 . - , 00'" "'~o "''''''' . '" ~i) <- " "'00 0 ;~ ~, '" .."'~ "''''''' . 0 >- .s '" c-...-q-l"") "''''- g ('....0 - '" '" ..~ "'. ... -~ Eo: ~ '" '" ..'" 0- ... . 0 ':: c '0 . ~ '" _. '" ,,::> '" ~~ .q~ N=>~'g, ",>- '" ~'" "'''' :i~~~ >-3 '" :: . :I: 0'" ..'" O~ Ol~-o f"-..r--. "'''' "'''' , , ~ " -+"'iii~ "'''' ~ ~ ~~ 0 w . >- . 0 c ...: 0 t:: ~ C t:: a..o~..o . . wC '" E \0..0 " .t ~z ~~:8 fp;g~~ ~'l'J,0? . .~ "...: (..ltf)l -.;J,~~ u- ~~ !:lu;'I~ -';tf)-~ . c ~U ;o-2~ 3= \ 'N 3= I 'N C "'- "'0_ ,"C_ , ,. >- ~ - ~ - l/l:: <( ~ ,," C . . 15 , ~ ~ ~6 0 , , ~ c ~ ~ ~ 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 IS, 1988 sampling event, zinc exceeded 30 micrograms per liter (ug/I) 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/I at the outflow to Boynton Canal while the FDER criteria for ammonia is 0.02 mg/1. 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 - 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, (Vi tis ill. 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] 973 ADA are still present in 1988. The understory, particu]arly in the portion proposed to remain as described in Question ]2 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 ]973 is in ODuntia 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 vines 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 rnj, and cat briar (Smilax rnj 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 (3]0): 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 (CallicarDa americana), pokeweed (Phvtolacca americana), climbing milkvine (Mikania scandens), three awn grass (Aristida mj, crabgrass (Digitaria sanguinalis), tea weed (Sida acuta), and Caesar weed (Urena lobata). The maintained (mowed) right-of-way also includes a ]8-2 As previously described in Question 12, approximately 3.4]:t acres of the pine area will be retained in its natural state. A portion (0.]4: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 flat woods. As shown on Map H-I, the proposed landscape plan will retain 103 of the existing ]59 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'-]0' 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 ]68 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-I 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 Javert Street right-of-way will be sodded, irrigated, and maintained. All irrigation water will be pulled from existing retention ponds. ]8-5 TABLE 18.2 UPLAND HABIT A T ASSESSMENT Acres Acres Acres Acres Acres Habitat Before To be To be To be After TVDe DeveloDment Preserved DeveloDed Crea ted DeveloDment Pine Flatwoods 5.83:t 3.41:t 2.42:t .]4:t 3.55:t 18-6 As stated previously, Brazilian pepper occurs in a concentrated stand at the southern portion of the site. The disturbed perimeters of the 5.83:t 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, ]988. 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 (Saba I minor) which is listed by the Florida Department of Agriculture (FDA) as being threatened. There are possibly fourteen (]4) 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 wildlife and their habitats? 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 3.55:t acres proposed as recreational land use designation will protect existing wildlife and habitat. 18.7 D. Are any of the wildlife listed under (C) 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. ]8-8 TABLE 18.3 LIST OF IDENTIFIED FAUNA APRIL 26, 1988 Scientific Name Al!elaius 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 storm water 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). Storm water 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 LWDD L-23 will be relocated to the western edge of the expanded parking area and enclosed with approximately 1,500 linear feet of 60-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.]5:t acres of existing parking area within the west basin will be re- routed to the east basin, and 2.]5 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 ] 05.5 acres. 22-2 ~ BOYNTON CANAL GENER]l : AA"OJ .~ \' -- /; =---=-- --... -\ " ----.. II ~, J ,/'" / "" "-________..J,/ // ',........, / , , I ( , , I ," , I \. '\J I ,,) ! ///-\ I / / \ ,,---~/~/ ~ \ I I I , + : I KJrda" .JlliarSfl _ IVANHOEl J KITE] I : LOTHAIRH ~I c: ....' ~i MARLOW)! - ~ I, ~ WEST BASIN /- ( I i ~_ I I I I I I ( , I "" I " " ~"<) .K1'omo/ c z c .. z o >= z w IllP- t I 1(---------. (OLD BOYNTON ROAD) ACCESS ROAD TO BOYNTON - BEACH BLVD. (S.R.804) I Greiner, Inc. LEGEND V/////J New Parking Water Control Structure . o - Project Boundary Catch Bhin Man Hole Flow Direction Exist. Drainage Area Boundaries Prop. Drainage Area Boundaries around Water Sampling Well (SFWMD) Recording Well (SFWMD) Surface Water Auto Sampler (SFWMD) . E:NT. B- -~i RETENTION POND t \_- r RETENTION POND ... o <Xl ci <Ii c-==_~ ~ .1: ..---------:"': _______ z I~I\,..- f. l~ RETENTION POND II .--.J f w > ...: '" '" w c: '" z o u ~ ~ ~. ... z ~-- r , , . o 200 ""'- . 400 I '1 GRAPHIC SCALE IN FEET BOYNTON WEST ROAO II BOYNTON BEACH MALL City of Boynton Beach, Florida TOTAL DEVELOPMENT PLAN . (). L* THE EDWARD J. DeBARTOLO CORPOR1\TlON MAP a 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 Draina(!e Basin Acreal!e Acresl!e Acreal!e West Basin 38.4 32.2 3.2 East Basin 105.5 88.6 8.1 Total ]43.9 120.8 11.3 22-4 TABLE 22.2 WATER QUANTITY AND FLOOD PROTECTION SUMMARY - EAST BASIN Existinl! Pro Dosed Area (Acres) 100.]7 105.5 25- Year Design Discharge (CFS) 48.3 49.2 Stage (Feet-NGVD) ]4.6 ]4.7 Allowable Discharge (CFS) 48.3 48.9 ]O-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 ]6.2 Proposed Minimum Floor Elevation ]6.5 ]6.5 (Feet-NGVD) · Note: Expansion Area Only 22-5 TABLE 22.3 (- PROJECT NAME: BOYNTON 8EACH MALL EAST <' ~" STAGE - CUrlULAT I VE STORAGE CALCUUH] m,SH* VERTICAL STORAGE AREns !",,\E':A f.!U:.1H':R - 1 STor-';(\GE 0.Rt:A STARTTtlG STOF:,',t;E ELE'/(HION 8.69 I\U<ES 8.50 I'EET L]NEAR SlDSnGE AREAS (i~~L-.::A I'~U;'IL:C::R - 1 f:;l C:J'.f~E (l,r,EA 3. 22 (.~c:r ,'[S L I r.':.::-.!~ STlJt-:,':;C;E f: F:(JI1 ,,1.r;V. O. ,,0 Fr. TO t:I_ [eV. 1". (1) 1- r. '.,'U, I ) C:r\L SI Ol-,:(\~r.:: f- ,,01'1 ELEV. 15. ('I) FT. mJ UF' ~~:,:-:F:A 1 :!.;: I: ~R - 2 S T r~j:::,:. :~,E i:....:-\~(~ 73. -;:,6 (-\CF'L::S e'/. 13. :~I) FT. TO [:1 1':\,1. FL[~V. 16.()() FT. ON UP 16. '.'0 [-T. LI1:'---;-.:~ :3T\_,~"r__.r.,r:: i=-\-,:'jt-1 (:-{ i.J~._:,rIC0L SIL.C\r"r:.E fT(Ci'1 STlJi:(~GE ((;C-FTl veRT. LIN. UN. STAGE AREA AREA AREA TOTAL (FEET) 1 1 2 (AF) 8.50 0.0 0.0 0.0 0.0 9. =,(l 8.7 0.2 0.0 0.9 10.5r) 17.4 1.0 0.0 18.4 11.50 :26. 1 :2.2 0.0 :'8.3 1~.50 ?4.8 4.0 0.0 ;C,8.7 13. Sr) 43. /1. 6.2 0.0 49.6 14.5f) C~ 1 8.9 14.7 75.7 --'..::.. 15.50 60,8 12. 1 58.7 1:c.1.6 16.50 69.5 15.3 128.4 213.2 22-6 07-~8--1988 TABLE 22.3 cant. HIGGIt'1S ~:IJGJrJEfORJr1G, INC. F'RO,J:~CT tH-JiE: 80YN10N PEACH t1(\L_L E(\5T r:-.F~EA S;:;'CI!..!t 10 510i':(il;E = 105. 5 AC;f~ES = .37 Il'JCi ir=:S -j I !-~L-:: OF C.C:t~f~Lt~T r,AT I eN = .6 I ;QU:,S - - :; II :_-. 8. '--~,() 'T '~t) ! (1.50 11 SO 1 ~ :-~r) 1 _~. 50 14 50 15.50 16.50 ~Tl~: f~r::;E r~l. (JO ~j '-; 4 18 ::~7 ~3 '::;0 :,G. /2 49.64 /5.'13 131.59 21........20 D I SCf~nF:GE 0.(>0 :3.57 5.8"7 13.06 21\.47 >6 35 47.13 59 ~,O 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.S POLLUTANT LOADS BEFORE AND AFTER DEVELOPMENT Pollutant Load (Pounds Per Year) Area Suspended Total Total Phase (acres) Solids BODS Nitrogen PhosDorus Existing Condition 5.3 61.5 59.4 2.2 0.] Developed Area 5.3 Before Retention 4,167.4 357.8 59.3 5.2 After Reten tion 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 ]2.08 acres or 524,792 square feet as shown in Table 23.1. Total proposed irrigated area is 533,253 square feet. 23-] TABLE 23.1 CUMULATIVE POTABLE/NON POTABLE WATER DEMAND Potable Water8- Non Potable Water: Gross A vera-ge Peakb Area to be Average Peakd Phase of Leasable Flow Flow Irrigated Flow Flow DeveloDrnent Area (Sa. Ft.) (MGD) (MGD) (SQ. Ft.) (MGD) (MGD) Existing 878,670 .110 .270 524,792 .098 .240 Approved Expansion 229.330 .029 :.2ZQ Total Approved 1,108,000 .139 .340 524,792 .098 .240 Project Proposed Expansion 136.449 .017 .042 8A6le .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 0.187 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. Ct. of existing irrigated area. The additional 8,461 sq. Ct. of irrigated area shown represents the difference between this reduction and a proposed 29,775 sq. Ct. 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 ] 7.5 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 Boyn ton 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 water systems used for irrigation on the existing mall site. Access easements have 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 outlining: 1. The projected excess capacities of the water supply facilities to which connection will be made at present and for each phase through completiou 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% - pa per 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 5. 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 (Sa. Ft.) Tons/Davl Cubic Yards/Dav2 Existing Mall 878,670 1.82 10.37 Approved Expansion 229.330 .47 ..1..ll. Total Approved Project I,] 08,000 2.29 ]3.08 Proposed Expansion 136.449 .28 -.LQl Total Proposed Project 1,244,449 2.57 14.69 180 pounds/Acre GLA/Day - The Edward J. DeBartolo Corporation n Based on generation at other comparable shopping malls in Florida. 2 Average 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 plauned, please attach a letter from ageucy 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 Ci ty through their waste collection proced ures. The addition of a Sears Automotive 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 ". , Greiner.. firi:: P.O. 8o&"!rfil46". 5601 M.tjilei!$t~ Tlltnpe.1lWl'!tA. :'~3630-3416 (813'P29$;:l~:n FAX: (')~l.;~'r8591 '-,I Greiner J' CIS19.00 August IS, 1988 .; ....,.. " 1 ~ . " ", '- 'ftl :?: . ,~. L. Ch>~istillC.Be~~ ,~~...C~pr<FI!~,~r.. . "1:reasure. ~oast ~egrQ\tI).;!-!~~': to\l'llQl!" ,Post-OffIce Box IS~ .,.. ..... ,',.., ,,' i.. . ~.. . .... t. - . 3228 S.W.'Martin DoWY4 ~vd..'S,uile 205 'Palm City,.Florid~ _. .~~4?9~;:.jfi~~ 1 'th. Carmen A.l1l1u1f:1;iJl!O,Cit)'.:flah'lC:~ . ."City of Boynton B~,~_ Pt~q~~D,il}?~partmqnt Post Office Box 310'" '\. ,". . - . . .' ... .~. ~I... . N:E. 2nd Avenue . . '-, .'Boynton Beach;.FJ~J:t~,. ~~4~J:~lO I. . 1. -. ..~'., . Referevce: ~~Y.~OIl\'~II,It:.~t.I.: ~r~tGPment of Regl~na(hnp.~t ,:.;., . Amen4ed'AIlpll'eatlPA fod)-eve~p,illC:lIt Appro,.1 i, ~ '\ 't' . . ..... '. p' . t ~' . ~_:.:,.' ': " : ." 1" ;'\ I ;. ~ . ~ . Delle Mf. "Bedib; a.qd, t1r: .'illn.u~i~~~: " .' .1,lt4 , . On"b~"alf :of 'I,e ~~\\tJ,!; J, qeBa!t~~o C~por'1tion, Greiner,.lnc. is p'lca~d..to svbdlit " .,' ....is Amellded ^ppJie.at~.r&d~helqpmenl' Approvaf'{A.ADA) f()'.tlre:.~tlMl--'B~ ',' Mall ~evelDp1llent iit-~a~a.(rmp~~h .~f~ this .I.efter~ .,!,cl!c.'S'u~~t~t SoPicr . of. 'hi's DIU .pijhca~n"'ave'.geen;li?rOVlded to. the IndWld'u.tl()J!-.the, ,tt.~htd: ., vans~ittal'list.' . ...... ';.... " .' .. ',' : ,>",':. Ev~ry.ef1'ort has l?e~n. madli t9 /lssur~. that ~his applica~ion ~O~l.'1he nl;~COmplete. ,,-' &I1~'accurille (nlonitatt~{~v\l{~b.l~at:.t1H:'s ~J~ge rJr...the, pl~n.in&.Pl'o"~:' for the. Boynton Beacll 4\11all. l,n.D..~r to.:factl1bt~.a thCrt'tugh"lId;11~1)l..reVlew of the AADA, please' r~L ,fre.e' to C\lnt~ct me, for'resP9rt.ses to li't1y qUi:!fions you may have. , . "' . ..' ~ . " , j 'l' , Sincerely,. '; I '~; GREINER, INC. ~~ .~ i.A,~if~[po, . . Arte ''f,Jce.Pr~side~' . '. . i.. .:,. "~.'. :. TAIIiJ- , ED~i\Ii~ , ~f "'. i ,I BOYNTON BEACH MALL DIH APPLICATION TRANSMITTAL UST Ms.'L. cilr~sJihe:B~~lz ." I. - ,'., DR!, C\l!l~di,n1!i~.or ~:,;'l Trea~~ G~st~~lll~l;P.lanning Council Post O(ti~e,~~t.}.$29. , . 3223 ,-;'W:;:M1.tt:j1l'r:l~n.sBo.ulevard ,. .Sliite 4():}' :',," . " . paim Ci~~( i+!otii!~~ \l4.9<J(l. ,(305) 286;3.313,'.' ;- , I ; , . '.,.. j" .,,1, Mr.~tqTl1'pr~i'$~hu, . , HI/reaP.. of ~t~tt"~.l:kn~ing Departt:1c;,t1~'i;lf,~'I1ii1'llilnHy Affairs 27AO'C~r.!~yj~~~i'le' ,v : :Il1.e Rhyne'.BIl.'.!ei~i;i!",." ' TlIliabas,s~e':frorliilt, :F23~9 (904)A88-4fl2:5 ,1,.- c, Mr. 1il;I'c!::S6'ntk'~I~nning Engineer Florida .Ddj)'a'rt!tttntor Transportation DiStt'i~.t ~y, i .,'~ 780 S.W.)4jf. Sttl!I'>f<-;, For' Lal,;1erdate;:tfl<1t1da 333] 5 (305) 522.42440.: ' Ms., Lisa S1'Ili th <I biu Coordinatot", Resourc,e C$,ntr-x. DeparllIlent South. Florida Watcr Management District Post Office Box '24680 West Palm Beach, Florida 334]6 (305) 686-8800 . , ~. . ~. ,\,' ,Ms. Marici~,~y~t~edl'~p~th. M.S. En v irQ~in:llt'a( '6pc;c i:lHst :. $outh F:IQrHll':gi~trict I?epartIl)9n( iif'T.lnvirGMne,ntal' Regu]ation ')90,0 SoU;~h'Coo&ies~Ayenue . Suite A ,West Paint Bekch; Florirja 33406 , (305) 964-9668"" , Mr. Brl!~edft~ Ak ~'e.mitting , . .,~" , ;.,South flcitlda'Distriet Depart#eE't'c( '~virill\:i1erital Regulation ]QOO SOllih'Gol1gr!:'lS ^v~nue. Suite A West Pal'iri"Beacll'i"F:Or.ida, 33406 (305) 964.9658 i./ ' ] 0 copies. Certified mail, return receipt requested. J PPl>X.,;C~rtifie(l mail! return receipt .('eque~ted. .' I, cppy" <;:~rtified mail, return receiPt requested. 5 copies. Certified mail, return receipt requested. I COpy. Certified, mail, return receipt requested. . ] copy. Certified mail, return receipt requested. ,,' Mr. Sam Shannon Assistant County Administrator Palm Beach County Eleventh Floor Administrative Center 30] North Olive A venue West Palm Beach; Florida 33402 (305) ~20-2034 I copy. Certified mail, return receip.t requested. Mr. Randy Whi,field, MetrPP'lll1tan l('),i!,nning Orga.',izatkn Post G{fice 891: ,2429.'. . West ~arin Br.\Ij;h;Florida 93406 (305) 6l"'4170' i. ] copy. Certified mail, return receipi. requested. Mr. G~ar1es W:?~U(~r, .Director Palm Beach co;~,i:iy,'rrafflcOivision Post Of$lcc: Br,;{ 2429 ,_ West, .\'a]m'Bea~h, Fi6rida'33406 (305)S!l4.40j'Q.' . ,oj' ] copy. Certified mail, return receipt requested. Mr. Stall Redick. Planning Director Palm ]leach Ci,>ullty Planni'lIg, Zoning, and Builc!;':ii, D~~;~rtmeht 800 i;',!l. Str~et '. .' Palm ~eli;eh fnt~rmltionar Ai.':'lort West "r1i,:,:~ea~)1, Worida 33406 (305) .i71.~h50; '. ] copy. Certified mail, return receipt requested. . Mr. Hni SWrm~< " Divi:lion of Environmental Sciences and Enl?~n o;ering' Palm Bea-;h County Health Department 90] Evernia Street West Palm Beach, Florida 33401 (305) 820-3070 ] copy. Certified mail, retufCl receipt requested. Mr. Cll1ll1en AIlllUJl.~i,at(; <:;it';or 'Bc,yntPnil<.aqh Piannmg Department ]20' N:E. 2nd ~~.Jertlp." . Posl Office B4 )]0 Boynt.t'll ~eac",:Florida,: 33425'-0310 (407) 734-811 J" . ] 8 copies. Certified mail, return receipt requested. > t. It) AMENDED DEVELOPMENT of REGIONAL IMPACT APPLICATION for DEVELOPMENT APPROVAL for CHANGES to a PREVIOUSLY APPROVED DEVELOPMENT of REGIONAL IMPACT. .. M ,L . . . "- ~. A ' L City of Boynton Beach, Florida . . , '. ,. - .t'. ~. . . .,' !" Prepared For: . .'. , " ,f . Edward J. DeBartolo Corporation. Prepared By: Greiner, Inc. August 1988 .. .,:, .. . _,.Ji "..;, .t ., . t ;' , t) ~; . . , :..' 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 requirements, 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 TIS A 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 "0" 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 "CO - 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 "CO - Daily and Peak Hour) condition. Both analyses require the assessment 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 (20]0). 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, ]989 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, roadway and Intersection Improvements, will provide combined responses which cover both. the regional and local requirements. FinalIy, a comparison of the intersection analysis procedures using the now outdated, yet regionally and locally required, Circular 212 method and the 1985 Hil!hwav Caoacitv Manua] 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 Hil!hwav Caoacitv Manual techniques in developing their daily and peak hour service volumes. 31-2 31. TRANSPORT A nON CONSIDERA nONS 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), ineluding 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 (TlSA) 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-I graphically depicts the roadway links identified in Tables 31.1 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 Tables 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 3]-3 c o Q Grei ner, Inc. ROY AL -' ;( a: I- OLD NEW > a: < I- ::; Si LEGEND ~ Study Area HYPOLUXO MANOR BOYNTON BOYNTON GOLF BLVD. uI > < BEACH m m w a: Cl z o (.) RD. 22ND ST. '" '" RD. BLVD. W I- < ?- m a: w I- Z ?- m w a: (.) < w m WOOLBRIGHT ~O. S.W. 15TH. AVE. RD. ... NOT TO SCALE BOYNTON BEACH MALL City of Boynton Beach, Florida TRANSPORTATION IMPACT STUDY AREA THE EDWARD J. 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H .. .. .. .. .... .... .... .... .... .... .... .... .... .... .... z z z '" z z z z z z z z ~ ~ ~ ~ " " 0 m .. z w:> 31-7 (FHWA), the Institute of Transportation Engineers (ITE), the F]orida Department of Transportation (FDOT) as outlined in the ]985 Highwav Caoacitv 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 TIS A prior to the anticipated completion of this project, in 1989. These projects consist of the following improvements: Roadwav Imorovement Sel!ment Imorovement Tvoe Congress A venue Hypo]oxo Road Military Trail 22nd A venue 22nd Avenue Boynton Beach Boulevard L-28 Canal to Boynton Beach Boulevard Congress A venue to US ] Old Boynton Road to Hypoloxo Road Military Trail to Larence Road Congress A venue to 1-95 Military Trail to Congress A venue 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 (]988-1992). 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. 3]-8 . ... o NOT TO SCALE ............. ............ ............. ................ ............... ................ ............... ................ ............... ................ ............... ................ ............... ................ ............... ................ ............... ................ ............... ................ ............... .............. .............. .............. ............. ............. ............. .............. .............. .............. .............. .............. .............. ............ ............. ............ ............. ............ ............. ............ ............. . . . ' . . . . . . . . ............... ................. ...................................... .. ....................................... ... ...................................... ................................................... .................................................. ................................................... ..................................................................................................... .................................................. ................................................... ..................................................................................................... .................................................. ................................................... .........:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. ............................................... ............................................................................................. .............................................. ............................. ............................, ............................. ............................. ............ ................ .... ............. ... ............ .... ............. ... ............ .... ............. ... ............ .... ............. ........................... ............... .................... ..................... .................... ..................... .................... ..................... .................... ..................... .................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ........................ ........................ ........................ ........................ ........................ ........................ ........................ ........................ .................. ................. ................. ................. .............. ............... ............... ............... .............. ............... ............... ............... ............... ............... . ............... ............... . ............... ................... ..... ......................... ....................... ....................... ...................... ....................... ...................... ............................................................ ................................. ................................. ................................. .................................. .................................. .................................. .................................................................... .................................. .................................................................... .................................. .................................. .................................. .................................. .................................. .................................. ................................. .................................. ................................. .................................. ............................... ........................ ....................... ............. ............. ............ ............ ............ ............ ............ ............ ............ ............ ............ ............ ............ .................. ................. .................. ................. .................. ................. .................. ...,............. ................. ................. .................. .................. .................................... ................. ................. ................ ................. ................ ................. .................. .................. .................. ................. ................ ................. ................ ................. ................ ................. ................ ................. ................ ...... ...... [27J (109) + [8J (34) + .... ... o .... t37J (149) + t23J (90) + ... '" ... ..... o n ;;; u .- ... ~ '" - CXl ..... CD CXl ~ '" [8J (30+ t6J (23) 380. [14J (58) 74 . <D ... ~ "' ... n '" ... '" u ..... 358 + t5J 1211117 . t15J (58) I . t5J (20 + tl6J (63) .... ... > ... <t '" n III ... ... .. u u v. ... ~ T 78 (13) [3J ~ ~103118lt4J o 29 ... ROAD ... 1"1 '" 0 ~ '" u '" ~ CXi ... ;;; ..... + (76) tl9J .(26)t7J (OLD BOYNTON ROAD) ... .... u 1"1 ... + (46) [IIJ .618 (22) t5J 126 ... BOYNTON WEST Greiner, Inc. LEGEND BOYNTON BEACH MAll City of Boynton Beach, Florida 1988 AVERAGE ANNUAL PM PEAK HOUR TRAFFIC VOLUMES THE EDWARD J. DeBARTOLO CORPORATION c t::::::1 Mall Site 000 Background Traffic (000) Project Traffic [OOOl Capture Passer-by Traffic MAP J~2 o 10 o ............. ............ ............. ................ ............... ."""......... ............... ................ ............... ................ ............... ................ ............... ................ ............... ................ ............... ................ ............... ................ ............... .............. .............. .............. ............. ............. ............. .............. .............. "".......... .............. .............. .............. ............ ............. ............ ............. ............ . . . . . . . . . . . . . ............ ............. ............ ............... ................. ..... .:-:.:.:.:-:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:-:.:.:.:.:. ................................................... .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. ................................................... .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.;. ................................................... .;.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. ................................................... .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. ............................................... .............................................. ............................. ............................. ............................. ............................. ........... ............... .... ............. ... ............ .... ............. ... ............ .... ............. ....... ......................... ............ ............... ............... .................... ..................... .................... ..................... .................... ..................... .................... ..................... .................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ........................ ........................ ........................ ........................ ........................ ........................ ........................ ........................ .................. ................. ................. ................. ............... ............... .............. ............... ............... ............... ............... ............... ............... ............... . ............... ............... . ............... ................... ..... ......................... .....................-. ....................... ...................... ....................... ...................... .... ........................... ............................... ................................. ................................. ................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. ................................. .................................. ................................. .................................. ............................... ........................ ....................... ............. "........... .........." ............ ............ ............ ............ ............ ............ ............ ............ ............ ............ .................. ................. .................. ................. .................. ................. .................. ................. ................ ................. .................. .................................... .................. ................. ................. ................ ................. ................ ................. .................. .................. .................. ................. ................ ................. ................ ................. ................ ................. ................ ................. ................ . .... .". n <D n '" 0 U N U N ~ iii .,. (76) [19J .676 (OLD BOYNTON ROAO) C24J (97)'" [BJ (31) 475 ~ Greiner, Inc. LEGEND ~::::::l Mall Site 000 Background Traffic (000) Project Traffic (000] Capture Passer-by Traffic. n n ~ m q- u u u ;0 "' N .... .. NOT TO SCALE n n 0> N u C27] (109) + [8] (34) . n N ... U [37J (149) + [23] (90) . n n ;0 !: u u ., ~ ~ u .... ;0 N on Q C5J (21) + [16](63) ... w > n ..: '" n CIl ... ... CIl u u ... ::!T81(13)[3] ~ ..107 (18) [4] 3 30 . ROAD ., N !!l on N n jij u .,. (46) [II] .644(22) [5J 130 ... BOYNTON WEST [8] (31) t [6] (23) 397 . CI4J (58) 78 . N ., '" <D 0> ... ~ "' n n N ... '" u U 372 .,. [5J (21) 122 ~ ;E on ., .... <D '" Q [15] (58) I . 0 0> on !2 n N BOYNTON BEACH MALL City of Boynton Beach, Florida 1988 PEAK SEASON PM PEAK HOUR TRAFFIC VOLUMES THE EDWARD J. DeBARTOLO CORPORATION MAP J-3 c I I 10 o '.' .... HYPOLUXO ,2 LANE TO 4 LANE .. FY B7-BB ::::::::::::::::::::::::::::::::::::::::nb;:::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::;:::::::::::::::::::::::;::::::::::::::::::.:::::;:::::::::::;::: ...... :<+-2 LANE TO 4 LANE FY Bt-BB ,.:::::.:.:::.' ..:.:.'.:,' ...... " .......... ......... .... ',' ........ :::: :'::::J;i:. . .lll:i:::::::::::::: ii:!if...................:.:...L2 LANE i:t!! FYB7-8B ~ii t! i: . r .2. ..L. ANE TO 4 () J. FY 91- f. :::::::}?:~::::::::::::::::::::::}::::::~?~:~~~~:::::::::::::: uJ > < MANOR BLVD. ....::::::.:.:::2~m :::::, ...... ................................ :::::::::::.:.:.:-:.;.;.:-:.:..;::.... "'[:~"~'~NE TO 4 LANE FY B7-BB (Currently Under Construction) ~ ~ ST. 10 Ql RD. :.:. :.:. :-:':.:':'::':-:NEW::::::::::::::::::::::::::::::: V-Hl .:.:.:.:.:. :.:.:.:.:.:.:.:.:.' (.: :' ro:ACH .'.: .' ....:.:.::::::.::.:-::::::;~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.{;!: :;::,- FY 87-88 L2 LANE TO 6 LANE ~::[ FY 87-88 a: ::: (Currently Under Construction) i ::: 8'" :',':': .:.:.;. 2 LANE TO 6 LANE-+{} ",0. FY B7-B8 {~ooLBRlaHT (currentlyau::Fer Construction) illl il: RD BLVD. >- a: < I- :; ~ III l- I- CI) < III I- a: CI) 0 a: < III III !z CI) S. W. 15TH. AVE. Grei ner, Inc. ....... ....... '...... .:.:.:. ....... .- NOT TO SCALE LEGEND BOYNTON BEACH MALL City 01 Boynton Beach, Florida ~ Project Site E':::::I Roadway Improvements FY 87-88 Year Planned For Construcion (-) Intersection Improvement \- ROADWAY IMPROVEMENTS THE EDWARD J. DeBARTOLO CORPORATION 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 ] 989, only one future year condition has been developed. Tables 31.7 and 31.8 provide projected intersection conditions within the TIS A 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 A venue. This development is planned to include a 434,976 square foot public distribution center and 47,590 square feet of office. Traffic characteristics ("Ks," "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. 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"'''' "'~ ~ ~ ~ ~ ~ ............... ... ~ ~ ~ ~ ~ ~ ~ ~ ~ '8 0 0 0 0 ~ ~ ~ ~ ~ e 0 0 e e e ~ 0 0 0 ~ G ~ G 000 ~ ~ o 0 o 0 ~ G ~ '" "' '" "' U)U)cn:z:zz '" '" zz z z '" "' '" 0 ~ ~ u u 2 1l ~ ~ '" 1l 0 G U ~ G '" e m > 0 e ~ ~ ~ < '" >- ~ '" " ~ u ~ 0 0 ,. 01 j 15 ~ 0 ~ e > e ~ G ~ < 0 ~ ~ e ~ .Q ~ ~3 5' ~ ~ '2 0 o 0 g N : "'''' U : - :0: '" N - 3]-]4 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 20]0 projection of traffic conditions was performed. The 2010 future year projections of traffic for the studied roadways within the TlSA 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, ]987 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 genera-ted 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-]5 ~ z 0 0_ z - ~~ ... <0 ..."'~ 0 000 z ...~< 0 u u < ., 0 z ~ 0 '" 0 0 ~ ~ u >~ < o~... ., "'<0 0 ~"'< - ~ ~ < < - ~ ~ z z 0 ~ < z ~ ~ ., w 0 < 0 "'... ... < 00 '" ~< w u > < < ., > ~ - < ~ 0 0 < 0 z < 0 ~ N ~ o ~ 000 UUUUUUVUUUUUUU"'UGUUU~<<=<=m UUU , > U... , - U ~< O~ ~< U 00000000000000000000000000000 00000000000000000000000000000 ............MMOOO........_.__ ~=~===m=======~~~========~=~~ ............~~MMM........_.__ -- '" U 00000000000000000000000000000 C 00000000000000000000000000000 ~ OOOOOOOO~OOOOOOOOOOOOOOOOOOOO m ................................................... .. ~~~~~~~~N~~~COOOO~~OO~~~OO~OO Z ..............MMM.M...MNM____ ~ < ~ N~ m~o_=~~~~_.~N~~M~~~M_N~M~o~=m 0 =O-=~~O~~~_~~.~f"-.O.=_Mm~~M~M~N ~ ~~NM.~O.~_.~=~~m~~~~~M~=O~. 0 ............. ............ 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'_ 5 31 >= <> ~ ~'" ~ - - ~ ~ ~ ~ u '" "" ~ ~ ~ =1 N on > on, :2 II w " ~ ~~ on ., "" .., on $ ~ .;;; "" 0 .. ::>Q ..,' 0 "" '" "" ~ '" ... e w w ! 0 c3 c5 w u .. ~ "" '" ~ "" w_ ": ": :: "'- Q .. ~ ;;; :E !l. w ~ 5 e w u w ... ~ ~ "" "" .. '" e < .. 5 "" "" ~ Q '" + + :E w ~ ~ ;( ;( ~ .. ~ w ::> ~ ~ ~ 0 ~ '" .... Q ., ., C :E on on 8 z '" N ::> N e ~ !l. '" '" e ~ ~ ~ .; .... .... ~ ~ 0 0 e .. ...: ...: c :E N '" ~ II + + :;; > ...: ~ 0 >= >= " e il! .. B: "" "" ~ ..,' ..,' ~ c ~ l!' 0 Ii w w ~ U w ~ :;; c c ~ ~ .... .... w w '" '" co '9 ~ .c ~ ~ <> j .. w .. .. ~ ~ ~I 0 <> ~ ~ 5 0 ~ ..,' ~ 0 ~ "" " II 8' - " Ii' ~ 0 > ~ ~ .;: - N '" -' ~ w - 0 Q ~ 0 e 0 !l. ~ - .;: Ii '" .!: ... - " Ii .;: c ~ ~ 8- ~ ... :E e '" ~ c c '" co II ~ II w II 8- w " :E ::> > "'- ~ ::: 0 ;;j ~;;j ~ w '2 ~ B: w e :E ~ 0 ~ c ~ '" N "" 31-17 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 (i.e., provision of on-site shopping and recreation facilities, on-site employment opportunities, etc.) will account for this internal/external split. Table 31.]2 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 tri ps. 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 TISA studied roadway network, as shown in Tables 31.13 and 31.]4 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-]8 s. e ~ g ~I ;:! ~ 03 ~ N "'. "'. '" : - ~ '" " ~ ~ :2 03 ~ .. 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" " " " " " " .c .c " " " " z ~ ~ ~ ~ ~ '" = 5 5 :; ~ ., - , w<n" "<n ~ " <n "- " " ~ sl 0 u u ~ u u u .. ~ u 0 u u ... \ 0 ~ ~ ... u ;;; i! m ... :c u I \. G W e ... <n m , c '" ~ w ~ 0 u '" , ,.0 '" '" '" '" 0 u 0 '" '" :2 "'- '" .... .... .... .... .... .... .... il "- " " " " " " " - G ;;; ... :E <n ~ u 0 ~. w ~ ~ ~ w ~ .c c ~ 0 ~ '" m .. '" ~ N '" " '" .. N '" ... ~ z .. e ~ ~ .c " " " " m ... ~ ~ ~ ~ '"~ ~ e ~ e ~ " " " ~ ~ G 1 m m ~ ~ '- ~ .c.c~ .c .c ~ e e ~ 0 i '5 ... ~ m m '" m ...... m ... ... .c .c .c m .c ~ ... ~ ... ... ... ... ~ ~ 0- u jj]] j] H] ]] ~ e H ]] '2 '" '" ~ '" '" u .... .... .... .... G " " " .8.8 .8.8 " " " .c .c ~ 0 ............ .... ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ... <n L.. :J rJl rJl ~ ~ 55= :; ~ ~ ~ ~ ~ '" o 0 QJ CD o m m m G G ~ w :zcn:J:w ,,:> ,,<nw "<n :>:> w w <n .. G .. :~w ~ '" w ~ .. ~ sl w w .. u '" c 0 w 0 w u .. ~ > 0 e ~ il ~ ~ G .~ e ~ ~ ... ~ ~ m u m ~ ~ >- ~ u .. ~ ~ ~ ~ .; u ~ m G e .c 0 '" ~ .c ~ m ~ ~ '" ~ > ~ .. ~ .. ~ <n .~ . '" e 0 .. .. w ~ m .. 'i 'z .. m m ~ ~ .., ~ '2 ~ .c ~ '8 ~ c " ~ ~ ~ ~ '0 N m 0 .. .. .. ~ Z N U G :i :> '" ~ ~ ~ e u I .. .. .. .. ... .. .. ~ ~ ~ .. .. .. .. g .. .. .. .. ~ ~ >- .. .. .. ~ .. ~ ~ ~ ~ ~ ~ .. .. .. m m G m m 0 e ~ ~ e ~ .. .. ~ ~ ~ ~ ~ e e e m 8 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ " " c 0 0 0 0 0 u u u u 0 :E .. .. .. .. u u 3]-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 #]87 - "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 ]989 and 20]0 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 ... u w ~ 0 ~ ~ '" ... 2 ~ ~ < " % % M < W W ~ '" m < < ~ ... w > < ~ ~ < 0 0 - 0 '" % o ~- ~~... <%0 %<< ~ X w o % " ~O <~... "''''0 0"'< "'U <. m o ~ . ............ VUUUUUUUUUUUuu___umuuu=<<=<== uuu , ~ u... , - u ~< O~ ~< u 00000000000000000000000000000 00000000000000000000000000000 ............MMOOO........_.__ ~~~~~~~~~~~~~=~Oo=~~==m==~=~~ ............~~MMM........_.__ -- ~ C~ O=~~~_.O_N~=O=~=~=O.~~~~_=.~O ~O ~~M.~OO~ON.~~~~=~~O~~.~=N~.~N 0< _.O~~MNO~MN___OC~___N~.OOOOOO .... .......................................................... ~~~~~~~~N~~~OOOOO~~OO~~~OO~OO ............OOMMM.M...MNM____ .. . . -- ..0 O=~~~_.O_N~=O=~=~=O.~~~~_=.~N ~~M.~OO~ON.~~~~=~~O~~.~=N~. _.O~~MN NMN___ N___N~. - 00000000000000000000000000000 00000000000000000000000000000 OOOOOOOO~OOOOOOOOOOOOOOOOOOOO ........................................................ .. ~~~~~~~~N~~~OOOOO~~OO~~~OO~OO ........~...~.MMM.M~~.MNM____ -- w '" < % < ~ QCCCCQQCCQQO~~OOQQQQCQQCC 0 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~OO...~~~~~~~~N.NN -- ~~~~ OQQCOC >>>>>> ~~~~~~c:l 1lrIIlrIIlrIIlrICDIlrIO::: 00 ~~ ~ < 2 o < o ~ >>>>>>>><<<< 100 <<<<<<<<0::0:0::0:: tl:a: ~~~~ >>%XXX%X~CQ ~~~~~~~~ ~~QO<<UUUUUU%o::a:ww ~~~~~~~~>~~~~~xx IlrImmllrlmm~ UU WWWWWWWWo::a::a::a:: I 1:::1::11010 ..............Z2: o::~o::a::a::o::a::a::<<<<__~~ZZz:ZZz:ZZa::~~ww ~~~~~~~~~~~~ OONNCQCCOOCDOOa::a:: ZZZZZZZZ____ ~~NN~~~~~~~~~33 OOOOOOOO~~~~ >~ ZZZZZZO << uuuuuuuu____ xx ~>>>>~O ~~ EXEE 10000003 (Qa:)CDcallrlm x ~W ZQ _NM.~~~=_N~._N_N_N_NM.~~__N_N _2 UUUUUUUUEXXX_....==~~mllrlmmm=2~~~~ ~- :0 :0 " .-< .... -0 <lJ Vl .~ > <lJ '" % ~ < ~ %% 00 ~- ~... < eN w_ %% -< <<'" ...~ mo o '" ...z e_ <z z 0< %~ ,,~ o ~z "'< "'... u_ <~ mo ~ 00 Z~ <... w w% '" <~ z... <z ~" o ~u < 2'" OU << ow ~m TABLE 31.17 2010 DAILY AVERAGE ANNUAL WITH PROJECT 1 TOTAL MALL LINK 1 BACKGROUND EXPANSION TOTAL INDEX ~ADWAY LANAGE ADT ADT ADT CAPACITY LOS ---------------- -------------------------------------------------------------------------------- C1 CON S AV 45000 170 45170 61900 C C2 CONGRES AV 45000 458 45458 61900 C C3 CONGRESS V 45000 1037 46037 61900 C C4 CONGRESS A 45000 547 45547 61900 C C5 CONGRESS AV 45000 656 45656 61900 C C6 CONGRESS AV 45000 301 45301 61900 C C7 CONGRESS A V 45000 204 45204 61900 C C8 CONGRESS A V 45000 50 45050 61900 C M1 MILITARY TRAIL 42500 201 42701 61900 C M2 MILITARY TRAIL 45000 322 45322 61900 C M3 MILITARY TRAIL 6La 45000 245 45245 61900 C M4 MILITARY TRAIL 6LD\ 45000 168 45168 61900 C Il I-95 10LX ... 140000 190 1400190 214500 C , I2 I-95 10LX " 140000 178 1400178 214500 C H1 HYPOLUXO RD 4LD \ 30000 76 30076 40000 C/D H2 HYPOLUXO RD 4LD .'\0000 88 30088 40000 C/D T1 22ND AV 4LD 3lleOO 275 30275 40000 C/D T2 22ND AV 6LD 45~ 198 45198 61900 C B1 BOYNTON BCH BLVD 6LD 3500 , 100 35100 61900 B B2 BOYNTON BCH BLVD 6LD 40000 \ 154 40154 61900 C B3 BOYNTON BCH BLVD 6LD 40000 ~57 . 40257 61900 C B4 BOYNTON BCH BLVD 6LD 45000 547 45547 61900 C B5 BOYNTON BCH BLVD 6LD 35000 67 35467 61900 B B6 BOYNTON BCH BLVD 6LD 25000 S9 25089 61900 A , W1 WOOLBRIGHT RD 6LD 30000 21\ 30021 61900 A G1 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 c HYPOLUXO ......... 1,5 !~ RD. ......... 0.6 1~ !g uJ > < 22ND ST. ROYAL MANOR BLVD. ......... +--+ 10.9 7,8 ....J ~!N !~ f- , 01 21.0 4,4 ......... OLD BOYNTON ~ ~ RD. . It) :27,5 , ,.,. NEW BOYNTON BEACH . ~ 2.0 +--+ ......... ......... 3,5 11,1 23,9 en en Lll 0:: > o I'- 0:: Z , ~!N o ... ....J ' o ... Si 'It :g ~ ~ !~4 1 ....:-... BLVD. ......... 22.5 Lll ~ !ID en , 0:: CO Lll f- Z f- en Lll 0:: o < Lll en Grei nero Inc. 4 It 3,3 WOOLBRIGHT ~o. ~ !~ RD ! 'It...' · · 2.0 S.W. 15TH. AVE. GOLF . NOT TO SCALE lEGEND BOYNTON BEACH MALL. City 01 Boynton Beach, Florida ~ Project Site 3.3 Percentage 01 Project Trips 1989 D1RETIONS OF APPROACH AND DEPARTURE o THE EDWARD J. DeBARTOLO CORPORATION MAP J-5 HYPOLUXO 1~ RD. 10 tr +---+ 3.0 !: 1; uJ > < 22ND ST. ROYAL MANOR BLVD. +---+ +--+ 9,3 6,7 ..J < a: (I) I- , o ... :g ~ ~ . OLD (') , CIO 22.3 +---+ BOYNTON "" , II) ... !~ 4,7 4 ~ RD. :22,2 BEACH +---+ 18.5 !:1'O~ BLVD. . ~ 3.4 NEW BOYNTON +---+ 5.2 +---+ 8,7 +---+ 15,8 > ~!"" ..J ' :E II) Ul Ul W ~ IN z ' o 0 o ... w S!O Ul , a: co w I- Z I- Ul w a: o < w Ul GOLF WOOLBRIGHT ~o. 1: ~ RD. S.W. 16TH. AVE. 4 ~ 3,3 !~ ~ .- NOT TO SCALE Grei ner, Inc. LEGEND BOYNTON BEACH MALL City of Boynton Beach, Florida !o ~ Project Site 3.3 Percentage Of Project Trips 2010 DIRECTIONS OF APPROACH AND DEPARTURE THE EDWARD J. DeBARTOLO CORPORA TlON 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 average 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 or this development? Specify improvements needed initially and at the end of each phase of development. A review of Tables 31.13, 31.]4 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 TIS A 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: . A verage Annual Basis Con~ress 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. . Coneress Avenue between the Boynton Beach Mall southern driveway and New Boynton Beach Boulevard (Links C4 and C5) on both a daily and peak hour basis. 3]-26 ^ ('oJ ('oJ v ~ <D '" ~ .. NOT TO SCALE o ............. ............ ............. ................ ............... ................ ............... ................ ............... ................ ............... ................ ............... ................ ............... ................ ............... ................ ............... ................ ............... .............. .............. .............. ............. ............. ............. .............. .............. .............. .............. .............. ............. ............ ............. ............ ......................... ............. ............ ............. ............ ............... ................. :.:.:..........::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ~r~~~~:rr~:~:rr~jjjjjjjjjjjjjjjjj~~ ............................. ............................. ............................. ............................. ............ ............... .... ............. ... ............ .... ............. ... ............ .... ............. ... ............ .... ............. ............ ............... ............... .................... ..................... .................... ..................... .................... ..................... .................... ..................... .................... ....................... ....................... .............................................. ....................... ....................... ....................... ....................... ....................... .............................................. ....................... ....................... ....................... ....................... ....................... ....................... ........................ ........................ ........................ ........................ ........................ ........................ ........................ ........................ .................. ................. ................. ................. ............... ............... .............. ............... ............... ............... .............. ............... ............... ............... . ............... ............................. .' ................... ..... ......................... ....................... ....................... ...................... ....................... ...................... ... ......................... ............................... ................................. .................................................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. ................................. .................................. ................................. .................................. ............................... ........................ ....................... .............. ............. ............ ............ ............ ............ ............ ............ ............ ............ ............ ............ ............ ................. ................. ................................... ................. ................. .................. ................. ................ ................. .................. ................. ................................... ................. ................. ................ ................. ................ ................. .................. .................. .................. ................. ................ ................. ................ ................. ................ ................. ................ ................. ................ . . . . . . . . . . . . . . . . C27J (103)+ (6)CI5J (55) + ('oJ ^ '" "'.... "'0 :o~co v ... . ... CI) IX: '" '" . '" _ Ul ... 0 en ('oJ ~ .... ... v (47)[86J (3001 + (16)C41J1I50) ~. v ~ <D ^ '" en .... v "' n 0 ::J ('oJ w 0 ;;; ('oJ CI) ~ o o .... en '" ... :!: ~ o [5J(21)'" (II)C29J 1I04) ^ +. w ~ - w ('oJ '" > ;.; .. n CI) o~ ,... en ,.... ~ U VI LJ..... ~ +83(23)C6J(3> ~ ."0(301[8J<3> o u 31 ... ROAD ... <D ('oJ v n CI) n <D 0 .... ('oJ '" .... ~ CD + (80)C22J(9> .659(34)[9](4> 134 ... BOYNTON WEST +11181[32].(13) .692 C441 CI2J(5) (OLD BOYNTON ROAD) (26)C47] 1I59)1' [6](23) 405. C 14] (58179 .. [24J(97) l' <26 > C47J1I59)4 84., 382 + ('oJ en (4)CIOJ(341125. <D '" '" (11)(26] (95) I ... in .. CI) ('oJ ... n '" ('oJ .... ~ ~ ^ ^ 0 '" :;: ('oJ v Greiner, Inc. BOYNTON BEACH MALL City of Boynton Beach, Florida 1989 AVERAGE ANNUAL PM PEAK HOUR TRAFFIC VOLUMES THE EDWARD J. DeBARTOLO CORPORATION LEGEND t::::::j Mall Site 000 Background Traffic (000) Project Traffic [000] Capture Passer-by Traffic o MAP J-7 ,0 o o ............. ............ ............. ................ ............... ................ ............... ................ ............... ................ ............... ................ ............... ................ ............... ................ ............... ................ ............... ................ ............... .............. .............. .............. ............. ............. ............. .............. .............. .............. .............. .............. .............. ............ ............. ............ .".......... ............ ............. ............ ............. ............ ............... ................. ...................................... ....................................... ... ...................................... ................................................... ..................................................................................................... .................................................. ..............................................,.... .................................................. ................................................... .................................................. ................................................... ..................................................................................................... .................................................. ................................................... ............................................................................................. .............................................. ............................................... ........................................................................... ............................. ............................. ............................. ...... ..... ................ .... ............. ... ............ .... ............. ... ............ .... ............. ... ............ .... ............. ............ ............... ............... .................... ..................... .................... ..................... .................... ..................... .................... ..................... .................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ....................... ........................ ........................ ........................ ........................ ........................ ........................ ........................ ........................ .................. ................. ................. ................. .............. ............... .............. ............... ............... ............... ............... . . . . . . . . . . . . . . . .............. ............... . .............. ............... . ............... ................... ..... ......................... ....................... ....................... ............................................. ...................... ... ........................... ............................... ................................. ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. ................................. .................................. ................................. .................................. ............................... ........................ ....................... ............. ............ ............ ............ ............ ............ ............ ............ ............ ............ ............ ............ ............ ................. ................. ................. ................. .................. ................. ................. ................. ................ ................. .................. .................. .................. ................. ................. ................. ................ ................. ................ ................. .................. ................. .................. ................. ................ ................. ................ ................. ................ ................. ................ ................. ................ ............. ..724 (44) [12J(5) (OLD BOYNTON ROAD) (26)[47J (159)f [6J(23)425 . [14J(58) 81 . ^ CD N ... n ., n CD 0 U N ~ U N CD (26)[47J{l59)506 .. Greiner, Inc. LEGEND r:':::l Mall Site 000 Background Traffic (000) Approved Mall Traffic COOOl Capture Passer-by Traffic <000) Mall Expansion Traffic ... N ... ..., .,. (80)[22J(9) ..690(34)[9J(4) 39 BOYNTON WEST .. NOT TO SCALE ^ N N ... ..., CD '" u [27J (109)+ (6) WiJ (55) + ^ on ;:; ... ^ ., 0 '" '" ., .... ;::; CD a: ~ 10 ui u on !!! CD !::! ... ... ... (47)[86](300)+ (16)[41](150) @" N ;>; CD ^ on '" U ... '" n 0 ~ N U on ;;; CD ., N ~ '" on n :! u [5J(21)+ (1I)[29J (104) ~ +. w ~ - W N '" > tt; ^ c( n CD ~ 0.... ,... n U) ,...~ u,.... U) u..... :3 ~ ~ B6123 [6](3) ., : N ~ ..114 (30)[8](3) tf) v (7) 0 rt> CD f'- U 396 '" '" - 0 (4)[IOJ(341130. ... IX) ~ (II>C26](95)2 ~ '" . N U U ^ '" ~ ~ ... ROAD IX) ~r ... !::! iO N n '" ... I N U ^ U CD ^ 0 N ::;; ~ BOYNTON BEACH MALL City of Boynton Beach, Florida 1 9a9 PEAK SEASON PM PEAK HOUR TRAFFIC VOLUMES THE EDWARD J. DeBARTOLO CORPORA TlON MAP J-8 . Peak Season Basis Conl!ress 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-Ianing 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 "D" service volumes occupied by project traffic include: . Circular 212 Method Congress Avenue and Hypolux Road Congress Avenue and 22nd Avenue Congress Avenue and Old Boynton Road Congress A venue and Boynton Beach Boulevard Boynton Beach Boulevard and 1-95 . . . . . 1985 Hil!hwav Caoacitv Manual Method Congress Avenue and Old Boynton Road Congress Avenue 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 "CO service volume and were identified as operating below the LOS "CO service standard include: 31-27 . Countv Performance Standard Conl!ress Avenue 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.' . Con2ress 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 (inks 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 "C' in ]989. However, this roadway is not defined as significant under the Palm Beach County Performance Standard. Multi-Ianing 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 o ~. VI ~. ~ <<-= <<-= VI. +0 ml~ W' ;to m1~ ww lrW V lr> V t!>;;'{ 0'" t!><( 0'" z ~'X z ~'X 0 0 u -<- u -<- <(~ fv' <(1~ <(r~ ~. r~ ~ ~ <(I<) ~~ ~. 't,~ 't, 't, ~~ 't, ~~ c.,~ c.,~ ml~ <(r~ ~G ml~ <(r~ ,?-G ~<?;- ~<?;- ~'" ~'" c.,<<; c.,~ ....J ~' ~. <( ~<<-= z <<-= ::::> of ul;t ",0 0 or ul~ o~ z 0-4.. en :l..'" z ~ <( ,<>0 <( :w'> I.Ll ~ 0 en 0 I.Ll -<-. ::.::: c.,-<- (.!) ol~ ol~ ,<>G <( ol~ ol~ '<> <( o~.:::.'>' I.Ll o~.:::.'>' a:: :l..'" ,<>'" Cl.. :l.."',<>'" I.Ll ~ ,<>0 ~. ,<>0 <?;-'> <<-= ~'" ~'" 1~ mlg ~\j <(1; ml~ ~\j ~ '<><<-= 0'" 0'" ~o ~o <(1~ ml~ ~. mf ml~ '>' <<-= ~<?;- 0 0'" (:)0 G <(I~ <(1: Grei ner, Inc. LEGEND BOYNTON BEACH MALL City of Boynton Beach. Florida 4 A lEVEL OF SERVICE FOR SEGMENT 1 9a9 ARTERIAL ANAL YSIS WITH 42 S.o SPEED (MPH) FOR SEGMENT PROJECT AND IMPROVEMENTS THE EDWARD J. DeBARTOLO CORPORA nON MAP J-9 o o 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 peak season roadway improvement summaries, respectively. Finally, intersection improvements have been identified using two different analysis procedures, Circular 2]2 and ]985 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 2]2 method and ]985 Highwav Caoacitv Manual method where phasing pattern could be replicated, the intersection improvements identified using the 1985 Hi2hwav Caoacitv Manual method are considered to more accurately reflect actual conditions. 31-29 '" '" !lH . SOlS -...... . cc 3S ~ ~ ..... ..... -0 55 5 5 OJ <Il .~ II S! I ! ! > 33 3 ~ ~ OJ ~ . ~ ~ ~ ~ "" It ~i U ~ ~ ~ a ~" ii Ii ! 33 U . ~ i ~ e . ~~ ~ ~ ! !l~i m..~w...SS~SS~S~5S~S~SSS~5SSSSS ~ *" . i !~i . 3S . ~ ~ ~ ~ ~ ~ cc ~ . . . ~ II II I I I . 'I . . .. 3 3 3 . ~ G ~ . - ~ - ~ . . ~! f I a H ii ii Ii Ii Ii ! I . " 33 33 3 3 3 I . =: ~ : . . . ~ > I . . . . ~ I .~! . . ~ ~ ...ww..<SS~S$~S~5SSSSSSS~SSSSSS I . 9;~ ~ ~ . i . ~ . 1 ~ i . . ; !~9 ~.SC"~.~~~~.SS~~~~".~~~.u5~S.~~ i . . 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I i I 0- sl ~ ~ ell N .~ ,N__N N,.t~ _C"( N j:lQ lZlI IIQ tQ fIQ ~ llQ CJ -< JIG<< CI -< -< -< to) CI -< j:lQ -< 0- U ... llQ-<j:lQJIQ llQllQ<..<<~~..u<~<<<<<<u<.< g I t .c t i >. t ... !~s llQllQllQUU~~ra..~~<<C1C1<~<<U<C1 llQ<uO<llQ< ... ,,--------------------------- -3 ... i oCllQClClCI...WClIllo.Dr..<<C1C1-Cra.<<t.l<<< <utJ<l:Q< 0 "'a ... " i .. ... ~ .. ~~ j ... ~ ......"......~.""""."..~~"" ~ .... ... 4.~.. N ...~ .NNNN.N.~ ~. NN 1 .... a ... Q .:l .... , ~ .. ...... ! ~~>>>~~>~~~~ ~~ ~~~~~~~~~ ~ >. ... ill ... i ... 6 ~ Iliiillillll!!!!;;!!iiiiiil;; ... l 'i i , . J .. ... .0 ~ .. ~ Ii ... ... ... ~ ...... OOOd~~OB~~i~~~s~~~aas~~~~~;GS 31-3U :.0 .)0 "- -0 "-< ~ !mt ~ SS " ~ ~ s ~ . . ~ '" -<$. '" > ss s (l) "" ! ! ~ -<-< ~ . II = = I = -I U v Ii 33 3 ~ ~ ~. ii H Ii a = . f . 33 ~~ -< ~ . ! ~~i ~~mww..~$$SS~~SS~~~SSSSS~~S~SSS ~ ~- ?: i ~H ss . ~ S ~ .. . , : ! II II I I i !; ~ . 33 33 3 3 t w ~ ~ f a at ii ii Ii Ii ~ f r r_ 3 3 i ~ ~ 33 33 . :: ~ 0 ; " . . j I w . . ~ > !! ~ ~ ! g ~ j ~ ~~ .<.ww..<SSSS~~SS5S~S~SSS~~S~SSS . . , ! . . . ~ . II . : . . !~!! ~~S~~SSSSS~SSS~S~lS~SS~~SS~~~~~ .. . 0 . . e i ~ r13 ! 0 f 0 0 l . ! !m .. 1i3 ;~~~~~m~m~~~~~~~mm~~~~~~~~~~~m~ . ~ 13 i ~ ~ . 0 ..l..l...l.... l'J; Ii! S! i S! i 5! 5! . t . . _M~M -<-<-<~-<-<II ~~ 0 ~ i >>>>>>>>~!! ii ..... 0 . . <<<<<<.< ~z ~ !mmamm!mii>iT'~~~~ ~QQQQQQ~!I~ . . . ! ~ 1 ~ IIISIIII~~~~_Mt~~~iil'~'~'i~;~~ . j 0 0 888 8888~~~~ . dd ~ ~ ~S ~~ i !! j EEEE ii~i . r . " ! G~n~~8SBil~I~~E~~~8!;~::i~.;!~~ -< I ~lgll N Q'f'4Q .... ... ... -- . ~ ~ .... . . . . .... .. , , aii' - , .. , ~ , ~~ , tl Ul ';1;1; !ll ,; I 1515 ~1 15 ~ ~ ~ ... . . . ii Ii i ~ IU t 15 15 .. :5 . -- - ...... aa ... a .. :!1 ... ~I~ N',N N N N N N N Ill....... 0.. .. Q -c < lIlI < Q <- < -c U lIlI . U -c ~ .~.lIlIlIlI..-c.~<~~~.~~<~<.<<<<a<o< ~ .. ... ... -3 ~~~ ...., - .... .. . .. ~ -- - - .... . . , ~ " , ... l:!lll " IHI !ll !ll I 15 15 '. 1515 15 15 1 i If .', ~ ... ~~ ... ... IE I Ii Ii '\. . . Ii Ii , !Il!ll ~ I :515 ,"",15 15 15 15 r 8 .. ~ ... .".... ... ... ... ... ... .. ... .. " J 1 i i ! [ ~ I ~ ! NNNNN HNN llQ.......~=<-cM-CQ<<<UM.U< .<.Wllll..<_______~_____________ ..<<.....~U~lIlI_c._c<<<Q<u< ~ ' , , , i , , 1 !~~ , ...uu..........<.lIlIlIlI<..<-c~<Q.<<UQ<.< ~ t -------------------~--------- i .. ~ "'a ..QQQ..lIlIQ....-c-cllllllll...<-cQ~<<<-c<u<.. .a 1 .:l I ~ .. ~~ \ ~ ... ] sssss~~~~~ss~~s~~~~s~s~~ss~~~ J i 44444NNN 44 4 NN4 4 ~44NN 1 a ... j .... IE . ~~~~ ilile!;!;!;!;!;.. .. ... ~~~~~~~~ ilil ~~~~~~il t J I 111111111111~~II;;!!iiiiiilii 8 ] . . ... ! g ~ . ... .. .. , , ~! osn~6~~B~~~i~~~g~~!a;~~~~~~ss , , 31-31 In addition, the intersection improvements identified using this method also more closely conform to the roadway improvements previously identified. Tables 31.20 and 31.2] 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 loca] 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. 3].32 !ffii . I; .$~ u u . 0 . . . u . 0 ~ u u '':''0 i JJ --... I~ B! <--< E Ii ...... i . ,m. i ~ ~ . . . ~ ~ . ~ ~ -0 :. Iii :. :. :. lie' OJ '" ~ ~~ ! ~ .~ ~ ' I I . > ii J) . 0:: I !H . u : I; u u . 0 . . . u . 0 ;, u u : w f . . . I t . = ~ . it I~~ : B~ ~ ~ ~ oW 'm. M m il i ~ . . . i i 0 i . . . :. ~~:. :. :. lit :. t . . ! !~ S , . 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N ., ..; .: .; .. .; ..; ..: .; .;. ... ... ... ... 31-34 PART 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 ]4 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 area would extend to all of Palm Beaoh County. The primary trade area extends approximately ]0 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 Deve]opment of Regional Impact Application for Development Approval and Complex Source Permit for the Boynton Beach Shopping Mall, Palm Beach County, F]orida, November ]973. 4 F]orida Game and Fresh Water Fish Commission - "Official 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 Wild]ife and Plants" (50 CFR 17.]],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. HYPOLUXO ... () RD. o H1 H2 N () ul > < 22ND ST. ROY AL BLVD. T1 (')T2 () ., ~ ....J '" :eN ~ I- ::E V () OLD RD. 0 (') OB1 I ::E OB2 III NEW <rlEACH B1 B2 B6 B4 Ul III l- I- Ul Ul < III III l- N a: V a: CO 0 a:::E () a: < z III < 0 I- III I- 0 Z Ul :i ~ S.W. 15TH. AVE. G1 .. NOT TO SCALE GOLF Grei ner, Inc. LEGEND BOYNTON BEACH MALL City of Boynton Beach, Florida ~ Project Site C 1 Link Identification ROADWAY LINK IDENTlFICA TloN o THE EDWARD J. DeBARTOLO CORPORATION MAP J-1 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 ,- .- '1k k" 1/ , DHc.. fR.*1 ~ rffJlf'Kii'S D. t>1?J;C 0 1':"'/;; .r '/' , , -- ~.....aw .....-,. ~. RESOLUTION NO. R-74- 343 RESOLUTION APPROVING DEVELOPMENT OF REGIONAL IMPACT 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 ~elating 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 empowere: _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; anc WHEREAS, Petition No. DRI-74-2 was presented to the Board of , l County Commissioners of Palm Beach County at its pUblic hearing con- ducted on 25 Ap~il 1974. NOH, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COHMIS- ! SIONERS or PALM BEACH COUNTY, FLORIDA, asse~bled in regular session this 25th Gay of April, 1974, that Petition Ho. DRI-74-:? by The Edt-.'ard DeBartolo Corporation for development approval of a development I of regional impact of a parcel of land lying and being in Section 19, Township 4S South, Range 43 East, more particularly described as follows: a tra~t 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 West (assu~ed), alonE "the l,vest line of its Northe~ly extension of said 1 J. ~-act 38, a distance of 1332.27 feet; thence run South 870 58' 21't West, a distance of 20.0 feet; thence run North 00 511 51" West, a distance of 1191.31 feet; thence run No~tll 880 5' 26" East, a distance 1 1 " , , ,/ 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 S' 26'1 West, a distance of 856.73 feet; thence run South 430 32' 5411 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' 6'1 East, a distance of 56.11 feet; thence run North 8ao SI 26" East, a distance of 856.73 feet; thence run South 00 59' 3911 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' 541' 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!1 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' 3911 East, a distance of 90.01 feet; thence run South 8805' 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 No~th 890 46' 34'1 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 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 anc / 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- ~ / / ." 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, thI'u, and left turn lanes all approaches; 7) a~l signals on Congress Avenue shall be progressive linked; 8 ) receive approval of drainage froF.! the Lake i-1orth Drainage District j 9) preserve the pine area located on the subjec~ property; 10) Boundarv 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 ceveloper (petitioner) and a courtesy copy furnished to the South Florida Regional Planning Council. The foregoine resolution was offered by Commissioner 'Heaver who moved its adoption. The motion was seconded by Co~~issioner Warren , and uoon 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 _ Ay~ - Aye - Aye The Chairman thereupon declared ~he resolution duly ?assed and adopted this 7tb , 1974, co~firming action day of j':<lY of 25 April 1974. APPRO\'[f) f,S Tn Ft:;:i,l MID I r.-',) ",r-,.,r.",{ ~ "....",,,,,', c:::Q.1Y- -=====- c:J () ~::::d~~~.. '-.. n,': '/:l ::>1:: I! ' C..HJi::, :\L~j;Il;J PALH BEACH COUNTY, FLORIDA BY ITS BOARD or COUNTY CO~IMISSIO;,[RS JOH~J B. DUNKLE, Clerk. all, /",-::::? v:: ........', Clerk ;i t' (I_tl.{. ~ ,/" Deputy \. -3- " ~ ...-..-'- , l ',:1 I r) ,'. o i I . J, RESOLUTION NO. R-75- 297 RESOLUTION APPROVING ZONING PFTITION HdI:REAS, the Board of County Commiss::.oncrs, as the governing bOdy, pl.l.r:=;uant to the author.i ty vested in Chapter 163 and Chapter 125, Flox-ide ~.i:atut(~s, and Chapter 70-863, Laws of Florida, Special Acts of ::970, i~; iluthorized and empowered to consider petitions rclati,ng to ~,;or:ing; and ~}HFnBAS, the notice and heari,ng r.equirementG as provided for in Ch.:.ptcr I~02.5 of tht:: Palm Beach County Zoning Code Ordinance No. 73-2 h2V~ hc:,..;)", s~tisf~ed; and HflEREAS, Petition No. 75-40 wa::; presen"ted to the Board of County COIT'i:'.l.:::;3:'. On21't, of Palm Beach County a"t its public hearing C".:onductcd on /~; t_l'r.iJ ).975. N01,}, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY CO,^,'l!S- SIO:;L::;;'S. or PP,L!1 BEACH COUNTY, FLORIDA) assembl ed in r'egulaX" session " tlds 2L;.th day of April, 1970 , that pet:ition Ji(.l. I:)-'fu, the peti-cicn of HOi'"IJ:.R'l'-BOYi';TOH "=I~:':;OCIATL.S by Arthur .c. B<err'oll, Attorney, for the REZONING, FRON AG-AGRICULTUPJ'.L DISTRICT TO CC -GLl:F.RAL COMHERCIAL DISTRICT AND THE FUrz'fHER SPECIAL EXCEPTION TO ALLOH THE EXPANSION OF THE REGIONAL SHOPPING CENTER K}lOHN AS BOynTON bE!~':H ElIJ.L on a parcel of land lying in Section 19, TO\vnship 1.5 South, Ran[;e 113 E2:st, according to the plat r'ecorded in Plat Book 7, on page 19, more particularly described as follows: comme:ncine at "the Southeas"1. cornel" of 5~":"c1 Sectio01 19; thence North 00 59' 3911 \-lest, along the Eilst line of said Section 19, a distance of 1?J!2.20 feet to a point ..~' in the Ea3terly Projection of the Northerly r'ight-of-way line of Olel , Boynton r;oad; thence North 890 46' 31.11 \Vest, nlong .the said North rirJft-of'.Wflj line of Old Boynton Road, a distance of 097.55 feet to c Point of J'\eeinning of the parcel to be her'eln dcsc)":i.be.d; .thence Ncl''"'" . ", :10 I 3l.j." \-lest, along sCl.id Noy,th l'lght-of-way line, .30 feet; thence North 00 591 3911 WAst, und parallel ~ / f.. . ..", '/~ o o thence run South 00 59' 39'1 East, a distance of 90.01 feet; thence run South BOo 5' 26'1 West, a distance of CS6.73 fcet; thence run South 430 32' 54" West, a distance of 57.02 feet; thence run South 00 59' 39'1 EaGt, a distance of 529.99 feet; thence run South 460 27' 6" East, a di~tance of 56.11 feet; thence run North 880 5' 26" East, a distance of 856.73 feet; thence run South 00 5~t 39" East, a distance of 90.01 feet; thence run South 880 5' 26'1 West, a distance of 856.73 feet; thence run South 430 32~ 54'1 West, a distance of 57.02 feet; thence r~n South 00 59' 39" East, a distance of 529.99 feet; thence run South 460 27' 61t East, a distance of 56.11 feet; thence run North 880 5' 26" East, a dist~nce of 856.73 feet; thence run South 00 59' 39'1 East, a distance of 90.01 feet; thence run South 880 5' 26'1 West, a distance of 856.73 feet; thence run South 430 32' 5311 West, a distanc...e of 57.02 feet; thence run South 00 59' 39'1 East, a distance of 581.62 feet; thc~ce run North 890 46' 34" West, a distance of 1640.0 feet to ~he Point cf BCBinning. Said property located on the south side of Lake v;ol~~h Drilin-3.[;e Dj strict Boynton Canal and on the "Tcst side of Congress Avenue, containing approximately 103 ac~es, was approved as advertised, subject to the fOllowing special corlditions: Developer shall: 1) provide continuous left turn lane on Congress Avenue fr'om south of State Road 804 to just nor'th of project; 2) provide: channelized right tU!'n 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 vlest entrance and Old Boynton Road; 4) provide at the intersection of Old Boynton Road and Congress Avenue: a. left turn lane south approach b. signalization installed cy developer; 5) provide at the intersection of State Road 804 and, cntr<'.H':C road extension: -2- ~ () o / to 'the E.:lst line of said Section 19, a distance of 350.0 fce't; th'~nC'~ South l~o 46' 19" East, a distance of 207 feet; thence South CO 59' 39f1 Eact, and parallel to the East line of sa"id Section 19, a dis-tancE 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 speci~l conditions: 1. Prior to the issuance of any building permits, the devclo?- er shall convey to Palm Beach County, the develop~ent access Road running from Old Boynton Road to STate Road 804 (Boynton "est 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 "las offered by Commissioner l-~ed..len 'tolho bov:=:d it"t> n.doption. The motion was seconded by COJ!unissio"."l.er JO~lTJ.son , and upon being put to a vote, t~le vote was as follo'..,s: E. W. Heaver Lake Lytal Ro'bc!"'t F. r.l~.lf'E'rpe!" - Aye ~- Aye I~cl>.;:::'''': C. ~:;.;n.~:iO:l - F}."e .. i.;i-; William Hedlen - Aye The Chairman thereupon declared the resolution duly passed and adopted thi8 6th. day of Na..v , 1975, confirming action of 2" April 1975. PALH BEACH COUNTY, FLORIDA BY ITS BOARD OF' COUNTY COMMISSIONERS JOHN B. DUNKLE, Clerk .' ..~.. "'? 1 ~ -;'/" /r~,_' -_ . By,,-,\' .7"L.a....J ~~ Deputy Clerk ., .' . . !t I' .!' . ~ ,: . ~'" , ..' ' ~ . .- ,.' ...... -2- APPROVCD ^S TO roRM N~O' I.EG.\I.....SUrnCIEN~Y l.' ( I ; .::.J.~i~:__ COllNTY I\HOBNEY ~ I~ Q e d. right turn.lane east approach b. left turn lane west approach c. right and left turn lanes north approach; C) 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; B) 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 ""ho moved its adoption. The motion ",as seconded by Cor.unissioner Warren , and upon being put to a vote, the vote was as follows: Robert F. Culpepper ~~.k~ L1:~.~",_ _. ',. ."-..:1"'-- -" Yea - Ye3 Robert C. Johnson George V. Warren - Yea - Yea The Chairman thereupon declared the resolution duly passed -and adopted this 7th day of J.~ay , 1974, confirming action of 25 April 1974. I,rr?;:. -:~f.' ::; ""'1 r-(''''~I j. "'J "'"""\.,<;~-=-> : - .".,' .;.' _I'.l::,~ ~ "t<:::::.:...,-=-~--=~ ;" -,:'; B. ~:1'3" CC~';li {,Il::rncj' PAL!1 BEACH COUNTY, FLORIDA BY ITS BOARD OF COUNTY COI-IMISSIONERS <) ~ JOHN B, DUNKLE, Clerk By (2 ~d;,f 17(" Lu&~ ~eputy Clerk -.'- . , RESOLUTION APPROVING ZONING PETITION Palm Beach County Resolution No. R-78-1132 September 12, 1978 ,. .' ( - ( " -, RESOLUTION NO. R-78-1132 RESOLUTION APPROVING ZONING PETITION HHEREAS, the Board of County Commissioners, as the govu'ning body, pursuant to the authority vested in Chapter 163 and Chapter 125, Florida Statutes, is authorized and emP9wered to consider petitions rela~ing to zoning; anc WHEREAS, the notice and hearing require~ent5 as provided for in Chapter "02.5 of the PaIn Beach County Zoning Code Ordinance No. 73-2 have been satisfied; and HHEREAS, Petition No., 78-190 <las presented to the Board of County COlI".nissioners of Palm Beach County at its public hear-ing conduc.:.l.~(l on 20 August 1973. NO\';, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY CQlo1liIS- SIOliERS OF PAW BEACH 90UNTY, FLORIDA, assembled in regular session the 21,th day of August, 1978 , that petition ;:0. 78-190 the petition of f!OMART-BOYNTON ASSOCIATES, n:c. by Dick A. Greco, Jr., Vice President, for Boynton Beach, Inc" Agent, for R SPECJAL I EXCEPTION TO ALLO;; A REGIONAL SHOPPING CENTER IllCLUDIllG AN AUTO~OTIVE \ SERVICE CEI;TEP., HASTE \-;ATER TREA';'HENT FACILITY AND FINAJo;CIAL INSTITUTIO:; :'iITH DRIVE-l'P TELLER Hrr~DC'{lS on a parcel of land in Sectio~ 19, 'fo\>mship 45 Sou~h, Range 43 Eas~, being more particularly described as follows: 3eginning at the Sout:mest corner of Tract 38, as sho;.,ln on the plilt of Section 19, Township 45 Sou~h, Range 43 East, recorded in Plat Book 7, page 19; the:1ce run Nort:t 0051'51" t'lest (assumed) along the Heat line of and its ~orther1y extension of said Tract 38, a distance of 1332.21 feet; thc!n...e run South 8705812111 \-lest, a distance erf 20.0 feet; thence run Harth 0051'51" \'1est, a distance of 1191.31 feet; thence run North 88005126" East, a distance of 1800.0 feet; thence run South 0059139" Eas't, a distance of 1172.96 feet; thence run Horth 88005126" F.ast, a dista:1ce ~ ( l nZ 750.84 feet; thence run South 0059'39" E~st, a distance of 90.01 feet; thence run South 80005'2611 Wes~, a distance of.856.73 feet; thenca run South 43032'54" \-lest, a distance of 57.02 feet; thence run South 00S9'39" East, a dis~an~e of 529.99 feet; thence run South 46027'06" East, a distance of 56.11 fee't; 'thence run Nor'th 88005'26" Eas't. a dis'tance of 856.73 feet; thence run South 0.59'39" Eas:t. a dis'tance of 90.01 feet; thence run South 89005126" \-lest, a distance of. 85S.73 feet j thence run South ~303215411 West, a distance of 57.02 feet; thence run South 0059'3Sl1 East, a distance of 529.99 feet; thence run South 46027106" East, a distance of 55.11 feet; thence rt:n north 88005'2611 East, a distance of 856.73 feet; thence run South 0059'3911 East, a distance of 90.01 feet; thence run South 88005'26" West, a distance of 856.73 feet; thence run South ~3032154" West, a distance ot 57.02 feet; thence run South 0059139" East, a distance of 231.62 feet; thence run South 1~o4G11911 East, a distance of 207.00 fee-t; thence run South 005913911 E~st, a cistancc of l~O.(]D feet; the:1::e run Horth 89046'34" Hest, a eistance 0= 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 Boyntcn Road in a CG- General Co~.ercial Dist~'ict, was approved as amended per the petitioner's ,'eques't 'to D:::LETE THE WASTE ,lATER TREAT~IEliT FACILITY AND THE rI1JAtlCIAj- :::!jSTITuT!C~.j HITH DRIVE-U? TELLI:R HIHDO~'lS subj ect to the following conci tic:'1!;: 1. Petitioner shall construct Congress Avenue as a fou~-lane road~-1ay with median from Access Road IIE'1 through the inte:,- section with New Boynton Road (S.R. 804). 2. Petitioner shall construct at the inte!'se.ction of N'CH P::lynto:: Road (S.?. 804) and Congress AVEnue: a. Dual left turns north anc south approech. b. Right turn lene east approach. 3. Petitioner shall construct at the intersection of Old Boynton Road and l1ilitary Trail: a. L~ft tu~n lane no~th approach. b. Lef"t tern lane east approach. c. Right turn lane south approach. Ii. Petitioner shall construct at the intersection of Kew Boynton Road and. }:ili tary Trail: a. Right turn lane south approach. ~ .. .......~~--...uu..,...".,...._......."-__,--'_"-,.._~~......__d.._ _._ .~~ ._..~.""'.. '__." ~~,.'d""'-~ _ '.. ~"_' ~_. .: ~ 5. Petitioner shall construct New Boynton Road as a four-lane roadway with median from Congress Avenue to Access Road IIBIf. Peti tioner shall construct at the intersection of Ne", Boynton Road and r-~all Access Road "B": e. Dual left turn lenes and right turn la,e north approach. b. Left turn lane west approach. c. Right turn lane eest approach. 6. Petitioner shall construct at the intersec~ion of Old Boynton Road and Access Road tlB": e. Left turn lanes north and south approach. b. Left turn lane west approach. c. Right turn lane east approach. 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 cast 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. 7. 8. 10. Petitioner shall construct at the inte~section or C(lngr'ess AVer:.u(~ and Access Roads "E") "D\L.) 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 at 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 follo\.dng inter- sections with the initial phase of construction: a. Congress Avenue and Access Road liD". b. NevI Boynton Road and Access Roa~ "8". c. Old Boynton Road and Access Road "B". d. Old Eoynton Road and Congress Avenue. e. Upgrade existing signal at New Boynton Road and Congress Avenue. 13. Petitior.er shall install sig~alizatio~ wr.en ~a~ranted, as deter....ined by the County Engineer, at the follo\.ling intersectio'IS: a. Congress Avenue and Access Road IICIl. b. Congress Avenue and Access Road "E". c. Old Boynton Road a~d Access Roac. "An. 11+. Vlithin ninety (90) days of the Special Exception approval, petitioner shall convey to Pal~ Beach County: a. Sixty (60) feet from the centerline 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 Roac. IS. Petitioner shall construct at the intersection of I-95 at Boynton \lest Road: a. Dual left turn lanes south approach. 16. The four (4) easterly out parcels shall be in unified dev- elopment with the site of the subject Special E:-:ceptio;l, " ;,' . . ~ ( (- 17. Peti tione::" 51....11 provide ninety percent \ :10%) opaque landscape screening along the west property line) ~aict 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 t Building) with particular regard to the western portion of the subject site, shall be allowed on the subject site without Public Hearing racor.sideration by the Pa1m Beach County Planning Commission and Board of County Co~~ssion. 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 require~ents as per the existing Zoning Code, Comr.lissioner Hedlen moved for approval of the petition. The motion was seconded by co~.issioner Lytal , and upon being put to a vote) the vote was as follows: Peggy Evatt) Chairman Bill Bailey, Vice Chairman Lake Lytal \.1illiam t-1~dlen Dennis Koehler '~bsent Yes Yes Yes Absent The foregcing reso~ution was declared duly pessed and adopted this 12t.h day of Septe:i:ber ) 1978, con:irming action of 24 August 1978. PALM BEACH COUIITY, FLORIDA BY ITS BOARD OF COUNTY C011MISSIONERS JOHN B. DUNKLE, Clerk APPROVE AS TO FO&~ NID LEGAL SUFFICIENCY By~~_"':'~~\1h,~"",,,,n...:....:) c. (jDepU1:Y C(}erk ~'., i , " ., ,-- .... .;) - " . ,:, " ,I;, ,. /'/ , - '. ...- -' '-' , . i --- ,', /. (: '.I- I' -'. ." C01.o.lty j\~torney .. ': I: ~ ~ Palm Beach County Resolution No. R-81-1652 December 22, 1981 and AGREEMENT .FOR ROADWAY IMPROVEMENTS December 22, 1981 , Rf.Sf)LUTlO~ NO. R-fll-l('52 II I, " RESOLUTIO:J OF 1m WARD OF CQUl'lTY CmG'11:-iS IO:n;R5 OF PAUl BEAClI COU::TY. F1.0RID/\ TO f.XECUTf~ TilE ATTACm:O ^CRI::E~U:::n BCn.'r.I::~ TilE COU~TY ANI) 1I0:-1ART BOYNTO:-: ASSOCIATES/EDUAI;"''} J. DE BARTOLO CORPORATION. I I, I ~tERE^S. Palm Beach County adopted Resolution No. R-78-1132 for a Special Exception to allow a Regional Shopping Center, amI : I I ,I WHEREAS, said Resolution contained numerous conditions of approval relating to traffic impacts. including m~jor construction on Congress Avenue and Boynton West Road. and d " I I' , Ii ii Ii :1 l! " I' 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 :i " WHEREAS, it is proposed that Palm Beach County a~complish a number of the road~ay and traffic related conditions imposed by said Resolution in return for payment in the amount of $1,700,000, and I Ii I i: I' WHEREAS, it is the recommendation of the County Engineer that the Board of County Commissioners enter into this agreement, and : ~ I, 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, vhich 1s incorporated herein by reference. I " !I BY THE BOARD OF COUNTY cO!'t:-ns- NOW, THEREFORE, BE IT RESOLVED PALM BEACH COUNTY, FLORIDA that the foregoing recitals are the Clerk of the Board of " I, 1i SIONERS OF adopted in their entirety anc the Chairman and I " I, I, , " 'I County Commissioners are authorized to execute the attached agree~ent in duplicate. ~ ! .' " The foregoing Resolution was offered by Cowmissioner Koehler' who moved it adoption_ The motion W3S seconded by Commissioner BDile~ and upon being put to a vote, the vote was as follows; FRMI( H. FOSTER Aye NORMAN R. GREGORY Aye PEGGY B. EVATT Aye DENNIS P. KOEHLER Aye BILL BAILEY Aye :1 the resolution duly passed 1981. The Chairman thereupon declared and adQPted this 22nd day of December' APPROVED AS TO FOR.i'! AND LEGAL SUFFICIENCY I / -:7 /._~/ ~<".-_~/~~/ County Attorney JOHN B. r.UNKi..f., Cleorl( ;7'. 0' By:.... "/'_ /1 (;/". Deputy~Clerk i' " " I i; Ii " !i I; ,I Ii 11 PAUl Br:,\CH COUNTY. F~.c.RIO'\, BY ITS BOARD GF (0JNTY CllNNISSIO::F. ~ ',' '-.J. ,,{ .\1;,\ ',')..:i TIl!'; /\:";!{;::;'::.iC::':' ""Id.' ,I; .:...=~_ '::.l./ ')-i'~,,.,-.,,.,,,J;.:,!, 19U1, r,/ .:3nJ i),:t.....c(~n P/,:",'1 US,\Cd '':OL;i~TY, <J. l)O 11 t ica i. subjl'/ision of t:1e Stat'! of nOrlJa, r,eccin rcfcL"r<:;-d to as "COU~J7"" and :iO:'l/\ RT- B OY :-.lTOtJ ^ss(~'c rAT:::S, an.d CiJ,','!\:{u Dc8r\i1.70~0 CORPOrtl\TIIJ;;, ::OL-~'')~'.J t ~I)r..:; ,~:.: is t In'J ...1l,ll~~' tiJ~ la'.,S of th~ Stat'=! of F10::"~da, her'~ln C'::('.:~~'~1 Lo a::i "lJl:':t:LO?:'::;{". ~HSREAS, on Se~telnber 12, 1970, the no~rd of County CO~,71iS'ilOr.CLS of ?alm D..?<Jch Count:/ ap~)L'ov~tl tne ?et:tion of Homart-Boynton t\ssociates, by Resolution No. R-78-1132, for <J Spec1al r:,:c(>tH:..on to allo'"" a Region<Jl Shof>pin.:;l ~;ltec ."):1 pro~erty located On the ~"est side of Congt:"E:ss ,\ve:1uc and 0:1 the :';ortl1 slde of Old 30yr.ton Road, sald approv~~ containi:og nu;:'\~eous conditiO,'15 of approvill t'el.:ltinl) to tt'3f~lC l;~,~acts t:lat "'<er,;: reasor,i1;)ly cal.;ul.ated to i.>2 c3uscd by t;,c PL'O;J050:: dev~~op~ent; and ~.,'HCREAS, DEVE:LOPER no....' S~l~f:.S to annex tho:- projcct intJ tne City of Boynton BeClch pursuant to Florida. Statut<ec;, Ch,,:)ter lil; <Jnd ~"HERE;"3, Flocida Statut~s, Section 171.062(2} provides that, if any acea to be annexed into a municipality was :;Jbj cc t to County Zoning :1eyulations, thC;l SJ.la r~yulations 3hall ~ema;.n in full aEtect until other',dS':> ?~o'/ldej by la~; and ~'iilE:RE;"S, Florida Law provides that tll-=: mur.;..cipal.ity into '""hich the annexatlon is sought lS not authociz'?d to increase ot" decrease the in.tensity of the Zor.ing per:;dtt>2d unce~ tile County's reyulation EOL' a fleri-ac at t',,'o ye.:iC5 unl.~ss the proposed cna:1'~e l5 .Jp~t:ovc.J by t!le COLi;:Tfi a:,J ~'IHERl::i..S , Florida Statu'tes, Cha~)ter 163.319..j provides that aft'?c a C0mpre:lt~n::;i'J-= ?lan is adop::':r1 bJ' ,) CO.Jnty, dll d(>'J~lopment untlcrla~~en oi' anD .)11 actlor,s ta~~(!:l ln t-<?~.:!c) to (j(~'J<.:dop::-.el1t ordecs ;;y t;',e COU~'~~Y Sllc1.!.l ~)e conSls::t2nt ""Ltn the ado~tcr::l ~)la:1; uno --,----- .. \ \ ~';jIEl'.S;,:, ?,11;~. l:o:....Cil ,>)u:~!_.. !:d"', 'J:'')!J.~,.',j :";",L' 1'):J0 CO::-'l...~-o:.>Lensi.v~! ?1,J,i', ,;:<11.:'1. C')l1l,J;'~; P'-'L'~<)C::1_t..C': St.l:) !.)~'J ;ia. 3 t:"'='-!Ulclng that all :::c:.Jor t;loLqu~Jhfar'~s t:,at S'!r:'J'! <l r;.ro;JosC'd PCOJDct not <?zc€f?d c'?.Jso:)<lblo? und safe :evcl, of serv~ce durlng an.d l,;pon cO:7l?l~tion of tn~ pt.o;e..:t; -:>.nci ~';!ll::RE;"S, it 1.5 now n~ces~..Jr:'j Cur i...;oti. purtl~s to agc':.~ to certai.n <.toclltlcations to the ori'J1.nal Zoning \\ Petl:ion's conditlons anc to fully s~t forth the respectlve rights and obligations of each pa::-ty pt-10r to P.J.lm Beach , ""- County's entry o~ an ord~r approvin'-) the u:1ne:.;.;.tion unde:.- florida Statutes, Section 171.062(2). IN WITNESS WHEREOf. th~ partles agree as follows: 1. DE'lE::"OPER a9rees to pay the COUNTY One :'li1110n S'='Jr~:i rl:,,1r\dred Thousand Dollars (S1.700,000.00) Ot" to provide a letter of ccedit ac si;r,dac arran'Je:nt;nt acce9tab1e to the COUN7Y upon which the COUNTY may dcaw the s~m of On~ Million Seve:i i1undced T~ousand Dollars (51.700,000.00) as needed, t;ithe-t'" of silil'l accanyeme!~t to occuc witn11i thlcti (30) days oE th0 execution of tilis ~gruelnent. 2. DLVSLOPSR shall caUS0 to b.,? constructed the Eollo.,." in':j coad.....ay lmprove:nen ts at DSVELOPER' S ex p~nsQ. Both par':.l.es this th~ that comli1 i tmea t agree is on.i 'J ;:0 r construction of the improvc~ents requirt;d by P3!ln Dea=h County a;)cl tnat the a=:1'J15ition of ru~ht-o'--:-'...ay 1;lCl'Jdl:'9 pe r':ndnen t and te;nporary easemen ts in conncc t ior. \., i th sa id 11nprovements other tilan on the DEVELO?ER'S pro~erty shall be the res::-onsibil ity of t~le COUtlTY. Utility relocation or acjust;n"1nts within the existing or 9ro?osed public :,-ight-of- ....aj'S associatp.d \,:ith t1;es.: impt-ovc::-.~nt.s, if any, shall also be the COUNTY'::; responslbility. 1\11 impt-ove.nQn ts in COU~lTY rigl\~-of-'''''.JI Ot- iH-.:JS .....hien ...,ill O')corn(~ COU~T,,{ t:"llJll~-o[-'''',)y und(!t- th~ pro~oscd developlll':!nt [.llan Sil.31l be con.s~ruct-=c u3 d8scrio0'; in para:Jruphs 23, 2b, 2c und 2d i),.:>l.:y....: -2- ~ " Ti,.: !):::/:-;:..,:). .L I, .:)1',....: It.:'. ". l.:lt.~l-S'!Ct;.Vr', ,)~ ~;,:..I :;'J/:1t'Jr1 "1 i 1'1'.1 I ~ I ,\l>:' .)..Jd .. J" (!u~l I(.'ft tJt"n ~all'~~:; Ji,J rl._Jlit lUln 1.1;1<..' Ilurt:; ..J:'i1l'),I.;il. :)) The D:::VC:"'OPSR shull constr.....:t de tne lnt'2CSect.lon 0: 01d Boynton 2020:.] c.1nd :.:,:;,11 ,\.:::ces:; K,)<iJ hU" i LI i.. 0: ~ t turn l,~nc;, nort:; cJn,; SOlJt:~ c1t'!.n-Oucn. ; , . i c ~ - -.'. ;: :-,~ ';' . ~ ~.....~ .. ~_. - l: 1, J -...:" l/oT ~"'U.o /lJ 6 ...,q..,~ 'P......o.l c 1 the " 1\" il Le=- t ....'es t 'i"..;o-lanL' fo:.- the im~rove~ents follo.....s: 11 be c(.JI1~tructe,~ as " witn t~'e possible and lllni: t.ed cwrb '" n j shall 0:111 be reql.llred when gutttO!r is t:'lC li) sa id coad....:ay to engineer-in:.; t~l u t ..... i II The ~ill be consLructeu .....' i th \vith 0:1:'1 nO!:"::la: d i t c h sect 1:)11 t!1 e ?OSS i:}_ie of lL ~i t.?u stor,~ Sl?',..'crs on 1..' be ,-,'hen \?nclose= are Will cause tn_ s~ld l.cprovc,n~l~ts ~U"Ct10" i'rO"'''l~ lll) :'~ld':;"'<:dk or :H..:c :)~~ ~'/) ::)':r:r~ :J~:d ~1JJ :.J) ~:~i.5tln'J p:.l,:.~:;;t2I~t. -3- .-.~--- ..--.-. ------ ~ 'n '~o"cnt~ to eXIstln culv~Lt C~ln~. tll constL-uctl the '.'1) Vll) to ~iSfYin rnc~ , the construct 3. 'rhe parties agree =Fc>iJC2.. P,Y' ot!.D a ~lancAconncctor rOdO that the DEV[LOPER will IO$< on an .e-e foot right-aE-way provided by the DEVELOPER, saill road to be constructed to courJ~Y standards and to be located between Old and IJcw Boynton Heads ~s shown on Cxhibit "A" attached tlcrcto. This road and the rlght-aE-way sh~ll be dedicated to the COUNTY and ~cccptcd by th~ COUNTY for maintenance and other purpos~s UpOll "'~ I.J g5fl"j completlon. This roadway w111 be constructed as...eo- ~~~~l THe "" sectlon IN ~e..~"'D"'~ WITJot^'P&.."'\\)" ?'.li..., ,. (.Jppe.ov~Q. '[!.."\ ~"''M&'''C''~6f,,",,~' t~~"'IIl!:~~"'IIlo'T'1 GtIG.~T'4'FMoJ"'lfeD"".TCLtJ,&."u'lt,J i>4~IT 202."1-11&'4 I"-"U.O u/iO/ztf- 4. The COUNTY agrees that the obligat1orlS agreCtj to oe undertaken by the DEV~LOP~R 1n Paragraplls 1 and 2 are 1n 1~0u of tne reyuicemcnts relating to roadway construction conta1neo within Resolution l~o. !{-7/j-llJ2 (attached hereto as Exhlbit "1:3"). The COUNTY fur-ther agrees that the faithful performance and completion by the D~VELOPEH of h1S o~liyations shall rel1eve DEVt;LOPl::R of the road.....ay improvement obligations (with the exce~tion of conditions 14, 18 and 20) contalned within Resolution No. H-7B-1132. 5. In conslderatlon of LY~VSLOPER'~ COi:ilrllt:acnts cont3L:1cd herein, COl,.:ltl"i agrees to mal~e the (ollowinCj roadway l;n:~rO\,":::'-lL'llt:5 at COUiiTY'S cX[lcn~e suoJL'ct to thl.,,) provlsion~ cor\talncd wltllln P~ra~rapn Y: -4- ~ r .'~. .}) p) ::1'. f}r!.)cn C0unt'j ,,:1,111 const(llct COr1rJU!S'i ;..venue four--l ilnc l.0dJ......cJy '.,' 1 th In~J l.Jn [r0111 I\cc:ess ROdd il~ a "E" through the intersectlon with t~cw Boynton Road (S.R. 8041. b) Palm ilr=ach County shall construct at th<: inter~~ction of N~'..J Boynton ROCln (S.P.. 8041 and Con,;:-es:, Avenue; il I DUc11 I'eft turns north and south approdch. iil Riqht tllrn lane east approach. cl Palm Beuch County shall construct New Boynton Road as a four-lane roadway with median from Congress Avenue to Access Road "B". dJ Palm Beach County shall construct at the intersec~ion of New Ooyntoll Road and Mall Access Road "B"; i) Left turn la.ne \<lest approach. ii) Right turn lane east df.lproc1ch. e) Palm Beach County shall construct at the inter-section of Old Boynton Road and Congt"r:lss t...venue; il Right turn lane ~ast appcodch. ii) Left turn lane all appr-oachcs. f) Pall:) Beach County shall construct at the intecsection of Congress and Access Roads "1::", "0", and "e"; 1) Left turn lane soulil approach. ii) Right tur-n lClnc north appL-oach. iii) Rig h t tucn left lan~s and '.....e s t appcoach. (as shown on Exl,ibit "C") g) Pal:n Beach County s~lall constt"uct at tbe inter-section of Old Boynton Road and New Boynton Road; i) Right turn lane east approach. ii) L~(t tucn lane n(')rth appr0<3ch. hl P Ll. 1 in '5 II C1. 1 1 1 n s tall BeLlch County sl':lnalization Lit th~ follo~JlI1l.) inter.sections with tile inltl'l: phClse of constructlon o( th~ main shoppin':l mall; il Con~rAss Avelluo alld ~cc~ss ~oa(l "D". i i} ~:cw Boyn ton RUild and Access ROilU "U". -5- ~ , '\ ill) Old Uoyn tl)n I~Oild anu I\CC1~SS HO.1Cl "U" . iv) Old Boynton Hoad and Congt"cs$ ^venuc. v I UP9 radc existing slynal at Ucw Boynton Road and Congress Avcnu~. II Palm Beach County shall install signallza- tion whun warranted, as dctcrlnincd by the County Erlginccr, at tIle fOll?winy lnterscction~:! I) Congress Avenue and Access Road "C". ii) Congress Avenue and Access Road "E". iiil Old Boynton Road and Access Road "A". 6. COUNTY acknowledges and agrees that the roadway c..,2nstruction progran outlined in this Agreement is in lieu of ClIp' roadway obligation 'thc^Conditions set forth in Hcsolution tlo. 78-1132 and that subJect to the voluntary annexation at the project lnto the city limits of Boynton Ucach, Flor-ida, the execution at this Agrec~ent constitutes official action by tile COUNTY to relieve DEVELOPER of all remaining condition~ (with cxceptlon of 14, IH and lU) in said Resolution. 7. COUllTY acknowledges that the roadway il1lprovef:\cnt proyram set forth 1n this Agreer.lcnt will bring the roadway n~t~ork serving this propo~ed development into compliance with Pcr-formance Standard rlo. 3 within the Palm Beach County Comprehensivc Plan and that Palm Beach County w111 not object to the voluntary ~nncxation of tIle Shoppiny Center site including the easterly out parcels, all o( ......hich is described specifically 1n Exhibit "A", into the City of Boynton Beach, on the basis of traffic generation and w111 grant permiss.ion to annex the development accord1ny to the Site plan (Cxhibit A) ......hicll includc~ thl! following modifications: al Ouc to the requirements of GovC.!cnmental Regulatot-y Authorities, the water retentlon areas have been substantially enlarged, thus enlarging the actual sitt.:' of the center. However, this modification ~/ill not lnCl"CaSe the !Syuarc footage of bU1ldable area as ol-iginally proposed to Palm Beach Coullty or as allowed by Chapter J~O, Flor1Ja Statutes, or ~ Oeveloprnellt OrJet" issued thereunder. -6- : .-=~=:.~-~~ - ..---- .-.~---.- --. .---- ~ ;~ , .; ~, ..I; -: J :" 1 'llf..I. 1, ~ ;-;.; ~"-;,..J :>'~ t) -Sd ':. ~ s: :~ ,1 ~.: ~ ;; j l'~ ; :' " '. e, ~,. _" ~:1: r'~<:l 3': .; .ll tlO::' <.If :,,'~o.;::' Ul': "'i_l.ll.': ~ :..0:' , j '.' 0 ~ .j;j :'~ ..Jr(:.1 In the ?roJcct as orl'~ln~:l; ~rQ!)0s~" ot" .:1:; 1 t l ')"~.'erJ '.J'f _>><.;)':.,=r 3cO, r~0~'lJd S:....:...::.<:"!S, or i.l ~J,_".,~:,)p;:l'.:nt GeJ...!t' lS~U~,; ':.;,~rr:'.JnJ'-'r. .;) :~le out tJur,:,ds ....:.::1 uL:"'? ;;r.::s,:r:::'ly ::.on.:od AgriculturaL ",'ill oc rezoneu'::Jl t1;.: Cit:; of i3oyr.L)n EeJ.ch to Comi7lercia 1. The COLiNTY s~eci:iedlly ~~serves t;"1L' dyht to co~~ent on any Sit~ Pl.J.~ of~erell-to t:1e City of 3o~"nt~n n~ac!' at the time of anne;.;atlon t!l i.l t contains :; i:] n;. flea 11 t ;"o,i~E1ca.t1ons otnec tilar. thosC' s~t Eorth in subsectlons .J., :', or c of thi:=; pac.1srapll 01' as 5:10....11 on L:<hibit ",;" , B . The COU~TY agr~0s tha t i':. '... i 11 not i:~,?ose acditional traffic cond1':.10ns at tho: tlrr,e of a:1neXJ.t1or: u"der the reqult-etnents of florida S::.at\Jt":'s, Section 17l.062(2l or ?al:'71 ,Beach County Ord1l1dnce i-':o. 81-6, Traf~lc ?"::O~.LO(I;;~111ce S::'an~c::-d~, i: t!102 .sit-? ?:an for tho:: rn-ojC'ct 1S uS 0~.bd1~"dly c?pro';eJ "::>:' pal:l Seae!: CQ...Jnty ~Jr <l5 ;:lodified pJ1's..Jan::' to ?al.a~cat=>:: 7 atlo\'Q or :.s 11"1 OClSl:': con:or;:".an.:e .-1::1 i::;':il181':. "A" . 9. 80th parti'~5 uyc~'2" tha: t:1e One :"\ill ion Se\,(:n " H~~jr~j Thousand Ooil~~s \Sl,700,080.0~) ?uY~~::~ ~~n:~lne~ ',;:::l1:L ?J.ras;raph 1 S~.3.l1 "::>e use':; bl' tl102 "'::OU;~:";' to pc:y the cos::'s (lncludin-9 aC~lu1s1tlOn of l"l<jrl:-of-.....ay a:1..; p,~1-m2ner.t/ t~ln?orary easelnents) of con.struc:.:in; the ~::-O(()ve:':"'.'=nts do;s i?r.~l t-?d to l).? CQ:1s:;.cucted by ::'~'e CC:":;;TY unde t:" ':.;1 :'5 /\;rl2<?;;H?n::.. The p2lt:"ties to thiS "~Jrfre:;,.'?l1t reco'.in~zr.: thCit the p2l~::'aent .:l~scribed 111 Pat:"agrapl) 1 totjctner .....ith funds already bL:JS-2t\~:1 by the COUNTY for i:n~rovemel1ts to c.:l:","j~-'?S~ ,\VC:IUC .J.r":' s;J(~ici'?:1t La COV,?t- the costs of ::':1(' l;n:.J~'O',".':;'.(>Il::'S to 00 / \ ;~,J.:<2 :':'j' ':.:)~ COU;J'l"{. l~CC:1rJil1~~/, it lS nD::' :..:~.~ ~:-,t'.:n:':lO" 0: ':.:11; ,\:;~-.-~.~,:.o?nt t'"'l l:ni-"/SC' <1n:.1 o:.:ll Vj.:.J::'l'-~n vil t:,-; (OU:;:"{ t:J :J~-:j':'::' -I.] ':'J.~,1~.'~:~, tax ~.<?'.'<::1_j.~S ~")L:" ~.J':.'_lL.': '."~d:'.-~ :"')~. ~;"':~:l i- ,. ~ :;;,~ It 'j . 1"" '" ~ .; '';'';''1 ,,_:1 t .~ '." r, t i - : ,~ ,ll" \..:.; : ~ q I . ,[ l';,,;, ,". ...: ': :, .: ~" , :),! : , n P.:l r.,y r:J :J: ., ..'itil :: 1-' ': ,.; (.; ':; ~ , ') I~ (; ~ i..;,: l:~,:';::'"O'l'~,..t:nts l.h~:i":l-lb,:c _n. P.:&l-.:l9r~~)h Sln) iln.; S(~J, ''':111<..::, S113~ ~ b..:: com~l'.:t02J CH;c.::;~-.i~n'; to tit,! tl!l".ns 0:: th<.lt P.JC'.l'jCJi.)!-" 10. Thi.~ "0!".;-~.~.O:?t1t ":-')!1stltut<:::; the:' e:ltt::'"'-; ,j:;r-~02I~.'::nt bet.''''e~:1 tile partl~s and may onl:/ b'2 mod~fi~d by SL:t.S(!liue;)~, written. instrum~nt si~lled by ~otl) p~rtles. 11. F'or..:-e L'lajeun~ - Tnt.? tilr,i':! (or- the 9':..'~-(or:~lc)nce of DEV:;L:JPER or COUNTY of any tel',f" pl-ovislon 0:'- COv(~nant of tni$ hg~ee:~ent shall be dce~ed extended by time lost due to ce:Jjs re$ulting :ro;11 a\:ts of God, strikes, '..ma\/ai1ability of !T.aterials, civil riots, flooos, unuvu~laoi1ity of t"el1ul::,~d mat'er-ials or labol', t"'?strictions !)y s?ven1t:le;':tal aJthot:'ity, otn-er- than cOU::~Y for LiO!=;(: o~l igations of che cae::":":,', at" an': othet" cause not '..Jlthin t~e control of D:;VEL8PSR, as ti,e ca.s~ m~:; o'e. 12. ~..lon.ls of Gc;",d~r, Etc. '..;~~r,~v~r t~erei:j tIle cont,:;.:t so r'?tJui:es, t!",e use of t:IC singul.;lr 'ihCllL inclucl<? t:~e ?lural, the us~ 0: ;nasculine 5:',:\11 includ02 the (err;i;".i~,.:: Ct" tile neuter and the us': o~ r~!-,>r"~sentati'./e sl1al~ in~l'.lue t.r'Jstee, r-ecei....~r, execu':or, etc. 13. kppl icao1;: La..... This !\gree;r:l:l1t snaIl oe sov-=~nl2C bl an':: C0nst:l.;l2d 11-, accor.::C'.:1':': '...it.:, t~>:' la'.::::; of ':.:;e S~ate of rloricla. 14. Integration '1';'15 l;,strU:T,ent e:~,ood les t:~ (: '..':~ole agreelnent of till2 pat-t.ies a:,d t:lece a=-e no Pt"oi;J1SeS, ter~:::;, c-:>nJitions or o~ligations othec tl1J.:1 tr,ose lle~"ei;", contaii"l.::rl. This ~yce2~~ot shall su~;:t:'sedc J~l p~~v~o~s cOlr.nunications, discussion.s, represchtat1vf~:3, ad'/r:::-tlsemc,1ts, ='::'ocih.lreS, propos.Jl'5 O~ al.jr;:~:;J12nts, ,:i.thcr 'Jqrbal or ',,:r-itt-=;o, be::....<:'.:n t~le pClt"ti'~s hc~"et'.) a.nJ not 1\0t-,-:io ;:Ol~t;)lljed. 15, SC'J~~-.Jl)dt:::.y - In tl:'? ,~'J(::1t. ,,;~<lt 1:iy :x!rt, t~:.1 J~' :Jr). ~3t()n o[ til':'~~ '\0l"~'-';:J'?l1t is .) C8 l; l' t. .J~' <'::)I;l;;e t.:!:: ~ '.: ~- l. 'OJ oli-: :.. 1')11 (')'Jnd t,) :).: l.lLO:';.:Jl, t:;t! \,'.J.L ~.-; 1:" ': (j ~ ':.!k -8- ~ .l2::'lli.,. " ."'\. rl..'md~i1ing portIons .:;.nd pt'ov1310'IS s:1.:l1l not be .;d~cclcd <Jnd the nghts and oblIgations of the purti>::s shall be construed and enforced ,)s if this Agreclnent did not corltaln the particular part, term or provision held to be so lnv~l.lid. 16. failure to Annex If the anticipated annexation by the City of Boynton Hedch falls to occur, then the obligations of the partics with respect to the traffic lr.lprOVements shall rema1n 1n full force and effect. The DEVELOPER will be permitted to proceed wlth the development of the property as a Shopping center or mall with up ~o 1,108,000 square feet of gross leaseablc area plus the development by the Developer, transfer~ the four out parcels subject to zoning, and that the parties hereby agree that its successors, aSSIgns oc for cOlflmr:rcial purposes, no additional tra f f ic or roadway improvements arc reguir~d and that Palm Beach County Ordinance 81-6 will be satisfied with the COnStructlon of the improvements doscribed in this Agreolnent." 17. Counterparts - This Agreement may be executed simultaneously in two 01:" mor~ counterp(J.cts, each of which shall be deemed an original, but all of which to<Jcthcr shall constitute one and the same instrumellt. \ \. I[~ rllTNC;S.s \JHERl:::OF', the partles her~LO have set their hands and seals on the date above written. ATT::::ST: (SEAC) ITS JOH~l d. OCr;KLE. CL~RK G...,c/.r; / l!Y~~I'..i;r (. :../(" J .( ....<., ~/ C Deputy Clerk __ .'.'l"l'l::S:' : r I ,h \\ 1,;\ li' 1'1'\, !3J._~i."'" ,-<'\..,' Secret~~Y!^SSlstant Scc~ctary \I t5t:A~) HmlAHT-[!OYNTOl1 ASSOC IATE:.:S. [3'{: ~OYNTOtl Gt:ACll, IlK., a ::rl,.,aGLt, l J;cc ~Cl1t iITT;:oT'1 \ ~A. I, ,,;"ti\ ^(\II (.;y._ 1 t-1..~ \,.,j,..\" ./\l.~ 3{'c:...e~9(Y/As::;lstant S~creta?' (SE:Ai...) ~ j EmY[;tRl" J. ,_ I By'L . vtt Pr , 'OLG CORPORATlmi L Id:lrr..uVi:.U f\S 1'1) FUH.:'i ArJU Li:CAL SUf~l(lC;~l~Y ~"" , ',::;;y--" e')' ,/ . ..-,-........../' J(. _ ~ .. _ - Counr', i\t t.....rll.'"! -0- ~ I , I I , I , \ -OPED ~ I I ~ PED 0, ~ I I \ 546027' 06" I I 56.11' ---=--~j -1 1 .",. l , ...J- - J. I - L, I I . - .. " " " ,',., DEe IB, !l~el p J 8 ., 9[E S, I 9 91 fZ'S'/J , 0,11, T[ Qrr 26 I g B n PM-- I \. : /AI I ''<' :~. , ,. " :.e '''_ . -I", ~ I -,r . .' - . ....._~. \J BEACH MALL:~ '.. . . . 6..N (5 R 807) 8.. BOYNTON WEST RD,. , )N BEAC H, FLORIDA " ;'~ : i.1 SP-l'", " . ) " ",. " _. , ~; ..: .. . ~ 1 ". 1,,1 1- '/ -'" : ;- 1; I . ,/ r 'j 1, :~ L! ~~ . 3 I ~ , ~'.. J - ... ,'J i ,a ..,,/ :1 ,-,<..4 ~:~;';l .-.",. .):1 ~.IJ ."'. ~.l '. '~ ".;:;:~ ~,;'tt:. ~. , f"'.~ , I / "" ~ " -0, UI "'I ,~ .;.,. -; -,. ~ ':.'~;--'''''-.'1:- .,'" .... . "' .-- ~.," _." '.' y'.....~.. '.. ~ or .' ... .~.--. r _ . 0" . , ...._...... , ",.... "'f'. .............'< .'.,.'.......' ."'__......._~,..<',..,~.~ 1,-," .',....,....,.....~._,,_ P:':SOL'J7!C,1 I;'). ?-78-l132 f;i..::;OLUTrc~: I',i'?P.O'J1:::; Zc.::.~,;S i'i:TIT[C;; \;::::::::1\$, t:.e B'J3.Y'd of Coun::; Cor:-:::iss:oners, tiS the r,ovel'nLlt; :;ody, ?I..::-~I..:unt to the autho:'ity vc~ted i:1 C:1i..ip:cr 153 un~ Chapter 125, rlo~ida :ta:utes, is a~thori~cd an~ e~?o~er~d to considc~ petitions :cla~i~g to zonir.g; an~ ~'::-:::F:EAS, t:he notice c:lnc hearing rcquirc::-:ent5 uS pro'Jidcd for in Chapte:' I~02.S of the Pa1i:l 2eacl1 CO~i'lty Zoni:lg Ccde 0r.din.11Ice 1':0. 7J-1' ~laVe been satisfied; and ~:HEREAS, Petition No~ 78-190 ~as presented to the Doard of County COr.'J:lissioner.s of Falm Beach County at its PllL'lic. hr::,ll.;_ni: C(.lllducl.(~<l (If! 2t.; Augt..:s"'C IS'IB. ;:-:;-,', TfJL:RL:fORL, BI: IT RESOLVED 13Y THE BOAiW or cou!n:y C(J}~Hl s- lOI:[RS or PAU.: BEACH ~O~i!TY, FLORIDA, assel::.bled in r'(~i~ulil!" session the 211~:: Oc:l..y of Augus t 1 1970 , that petition ;:0. 78-190 the petition of HO~1AR'I'-80YJ.!TGN ASSOC!t~TES, H:C. by Dick A. ~~eco) Jr., Vice President, for Boynton Eeacll) Inc., A~ent, for' il :;rrCIA1, , I:i:CEPTIO:: TO !\LL07..,' A REGIm:AL SHOP?Il;G CanER 1!.jCLl:DI);C; Ail AUTO:10TIVI: ::;~?VICi: CE:HTEP, \,.JASTE \.!A7I:R TREATi'l::nT FACILITY A!lD fINAI'!CIAL n~STl'fU!'ICl;: ',:!Tl-! D?,I\'E;-l'? TELLER i-JIi:DC'..'S on a percel of land in Sect.io~ 19, 'fo\-_'ns~ip !;S So~~h, Ra~&e ~3 Eas"'C, being ~o~e particul~~ly descr'i~~(l <l~ fol1o~s: 2e;:;i:-Ir.:':1S e. t :he SOL!th'.:~st corner of Tract 38, as ~h.:::\-:n Oil .the plilt of Sectio~ 19, To~nship ~5 South, Range 113 East, recorded in Plat Book 7, i;~ge 19; tne:oce run llorth 0051'51" I.-fest (assu~ed) alo:-:g the '..:cst line of ~n~ i:s l~orthcrly extar.sion of said Tract 38, a distnn<'c of 1337.21 feet; th-::::l_C n.:n South 8705e'21" Vi\::st, cJ. distilnce c.[ 28.0 feet; 'rll<'.nc,: run I!or:..h 0051'51" i-j'cst, a distance of 111]1.31 feet; thence run Nortl-l ;::,00:"2;;;" ::.>:=::, cJ. d.l~;tc1nc~ of 1600.0 feetj the:-,ce run :';:);..J.t:l OO~'J'3S'1 ::<.:.st, t\ '.~:_-;':,::-\c:e of l~72.35 feet; ti:f.'nce run 11:l:,-th 80005'2;:''' r.2.~;tl i'. Ji,:;t,:;-,C(.' EXHIBIT "B" -.. -~;= ~:.~ ~~~.: :: ......---- ~ 7S~"2', :<...~.t; t;)'2f:c<:: rU;1 South 005')'3;" ;:.J.~!.:. <I (::'~C<ll,CC (;f 'JO.O::' lc',,"c; :l'.~:lC~ 1~'.;:-: ::"~':'.:;1 00005'26" '...'~::it, u. di~t'1:~c'~ of !EG."/2 fcct; t~';'llC<~ rl::l .~lJth 4J:lJ215~;" 1":C.";t, a di"t.:l.nce of ~7.07 fee::; th'::lcC PIn ~;'''''.;th C"5,)'3'J" ::i1St, <1 c:.s~~:-:_e. of 529.99 feet; thence run Sout;, 116027'OG" f:.:l:.;t, .; di.."tc1I1':<:: 0: 56.11 feet; t~>:lnce rL::< r;orth 85005'26" r.u~t, u distance of 85G.73 feet; t~~~ce run South 0059'39" Eust, a di~tance of 90.01 feet; thenc~ n:n So 1.:::-, 88005'26" \-lest, e distar.ce of CSS.73 feetj thence run SO:lth :;303215~" ~es:, a distance of 57..02,fee:; thence run South 0059'3S" East, a distance of 529.99 feet; thence run South 46027106" [dstJ a distance of 55.11 feet; th~nce run r:or'th 88005'26" East, a dist,lnce of 8[J6.73 feet; thence run South 0059'3911 East, a dist~nce of 90.01 Icet; l)lcncc ~un South SBoC5'26" Westl a distance of 856.73 feet; thence rlln Sotlth ~303215~,r West, a dis~ance of 57.02 feet; thence run South 0~5913gl' East, Co distance of 232.62 feetj thence run South jl;t.>lji,'19" l:i::I:;t, <l dir,t~!ncc -=f 20"J.CC f.-::e~; t"hencE I'un South 0059139" l:c:St, d rlistc::nc:c ur .l~,O,(I(J :~et; th<;;-.:.:e run fJo:'th 69""1..;6134" t','est, a cist'-:.nce of 161)9.:'10 feet to ...~:"~ Poin""C of beginning. Sa.id property located on the \-lest side of Congress ~vcnu~ (S.~. 807) and on the north side of Old Boyntcn Road in a CG- :;c~eral CO::L'T.ercial Dist:,'ict, Has approved as c1.!Tlenced per the petitioner's reques-: ':0 D~LETI: THE l,.JASTE HATER TREATNEliT fACILITY AND 'i'1if: rIIJ1\tlCIA~, ::,STITiJTiC;; ',,'ITU DRIVE-V? TELL!:R HI~IDO';lS suhject tu the fOl10.....ing conditio:):.: 1. Petitioner slldll const~cct Cong~ess AVenlle as a four-l~n~ r~ad'.-Iay 'o>li th r.;e::!ian from !\C'ccss Road "I:" thro~lgh the inter- section t.lith r:e'" Boynton Road (S.R. fiOII). 2. Fe~iticner shall CO:lstruct <:!.t the .:.n-::e!'s~cticIl of ~:","..l F~yntc.Jn ?oad (S.R. 804) and Congress Avenu~: a. Dual left turn5 north and south appro~ch. b. RiE;,t tU'rn lane eClst a?proach. 3. Pe~itio~er shall cor.struct at the intersection of Old Boy~tcn P.oc:;.d er.d t:i.litary Trail: e. L~ft tu:,;: li:l.ne north ~~proach. D. l.ef: t-..:.ril lane east ~PI1!'o,lch. c. Right turn lAne south approach. I,. rc-::itione~ shall con:;:;truct at tnc ir,ter::;ectlon of I.:c..: Baynton Roe.d .::.nd ::.i.li ta!':,' Trail: a. Right turn lan~ south approach. ..-----..- _________4W_._....,~.....__ .. :" !,,--,ti.~ian~:-- :',l).1l1 car:~'::ctlct ;;,",1 !~"':'J,,::')~) ;,-.,' ., :.Jllr'-1,1:l'~ r('\.l(~.."'ai' './it;, l::C'~iJn f:'ol:\ CL'llf,r"~:;:; !';C~~l:': to "'(:,-=r>~~ FOdc.J "[;", C', r'.;~i.t:~:1Cr' :',~,c.l1 C:'.J:':3'::r"..:ct ,:~ the:: il:tt.:C-.,_,-:: l'-':-: 0; !:l~','! [;c/:-,::,):"l l:oac cJ.nd 1:0211 I\ccc-:,,:> ?0i'.C "f)": .1. r.;~lo11 lc.::t tu:"n l':::1es .:>.n.;': ;'ii~:.t turn 1.::-)(; ;~Q=-t:l a;->~ro2.c:-:. b. L~f.t t~~n l;l~e ~est appro2ch. c. Right tu:-n lt1ne east approach. 7. rctitio:1~:- shall co~s~~uct ut the intcr~cction of Old Doyn'::c~ Road and Access Road "B": n. Left tc~h lcJ.nes north ~nc ~outh 2?proach. b. L~ft tl.:!"n lane ~:e::;t apprcach. c. Right tUr'n lane east ap?r'cach. 'I 8. r~titioner shall COnstruct at the intersection of Ole Boynton Road and Access Road irA": a. Left tur-f":. la:1e vlest apprci!c:'. b. T::o-lane approach nort h 2.pproach. c. Right turn lane cast approach. 9. Petiticne:, shall cons:ruct .:.t the interoSectio::. of CJlc. Eo:,.n~o;:. ROile. and Cong~ess Avenue: a. Right t~rn lane east <lppraac~. b. Left tU~n lane all approaches. 10. Petitio.-:er sh2.1l construct ..".t the intc~~'!,('cti();', ()~ CC>lli',l"'C'ss 1,'!(:I:U(. and Access Poa~s "[1ft "D", Rnd I'C": a. Left turn li!ne south aj-l)l'Oach. b. Rigllt turn lane north approec!\. c. Right and left turn lanes west approac~l. 11. Petitioner shall construct at the intersecti~n of Old Boynton Road and. Hew Boynton Road: a. Right turn lane east approach. h. Left turn lane north approach. 12. Petitioner shall in~tall sic~alization at th~ following inter- sect ions t./i th the initial ohasc of CO:lstruct ion: ~. Coner-ess !\v~nue and Acces::; RO,lG HDll. b. HeH BO'/:1tOi\ Roe.d lLr,d Ace es s RoC'.G. 11 U" . c. Old 8o~nton Road and Access Roa~ "BI'. d. Old Co~nton Poad and Congress A~enue. e. Upgrade existing signal at ;~eY Boynton Road a:1d COllgress Avenue. 1:3. P(!:iti?r:er ~hal~ install sie:;a.li::atio:1 :"r.e:1 '..:i1:'T~"',::tcc; I ~"!s cetlf;!r:7'.~n.-=c! OJ' ~ne C.?u::::y E:1g;!..::.e~rt at tne fcllo~'{;lg irltc:'scc::ic;l~: 2.. Congr2ss /I.ver.ue and Acc12<:,s Roac "C". b. Congress Avenue and Acc~ss Road "E". c. Old EOY:l~on P.oad and Access Poat: "A". l~. ~:ithin nin~ty (90) days of the S:leci~l Exception approval, ?'2titi.or.-er- s;~.:ll con'/ey to rc::llr.. re2.c~ Co,:nty: a. Sir.t'., (60) fe-:'t fro~ the c!?r.~~!"li.r.e fer th~ \lltil,.~1t~ righ~-o!-~ay for Congress Avcn~~. b. Forty (40) feet fr-o~ ti,e centcrline fo~ t~IC ultirn~t~ richt-of-~ay for Old Boynton Road. IS. r'ctition~r 5h~11 construct at the illtcr~~c:ion 0: I-9S ~t Doynt0n L;~~~ Pc:\d: u. i)'..Jtl.l left tll~'n l~:r:~s SO\ilh apil!';:),'lcl:. 1 f~ . Tile [Oli[' (!.} ('.)::.tCl."l:,' 0\1:: r,,':.c....~:; r:h.::.ll We'" :.n \':1:;:"<0(\ C:..:'J- ClO~~~(:r:t ',::'..r. ~Lc site of 'the ~ubjC'ct Sil,'\Clc11 r,-:C('i)t;O:~. ~ )" _..:'~'''';:1,:::- :".~:'l. p,':J:.'_~C' 1:::\,::':; ;l<':':'_:~~. ,.',~, 0;,',\'I~.',',",',',_..1 2'11:"::';::u~'~ ~C:,,~t~;lill;"; ,:,:.lr.)l~;; l'l~' ~:C:-.t !':-:'i"':'t'/ ~:. la.;-;~~cJ;'in.: to DC plilr,tt::u p"ior' to ,l:l~' :;i t~ ,:(,:..~: '-, ~"~:'itiiJ:l.C':' ,:!1-111 p:-o','i.d~ <'.. ~~':c (S) (::",:: l::~.~'_'~~ ,;::cr'~:; '-',l~;r'-':fl: .:J.lo:1G th~ \:~~t pr'vic:'ty ll:lc to li:-:-it ,H.;C':'.::' to JeJ.':crt Street. l~. "J cd~itic~d! buildi~~s thaIl those ~llO,:~ C~ tllQ Site ?lo:l, i:;.;hi:';.tt t;o. 12, on file in t:l~ offic~ o~ the Di:-cc'tO:"', U~?a:"'t~ent of !llanning, Zoning E i\l:ildi~~, ~Jit}l P.:J.:-t~culer reGa:-d to the we~t~:-n po~tiOil of the 5~bjcct ~itc, shall be Allo~~d On th~ ~u~jcct site ~ith~~t Pu~!ic t~earin~ rcco~si~eration by the PaIn Beach Co~nty ?lanninc Co~~ission 2.nd Boa~d of Co~nty Carnr..ission. . 20. Peti~ioncr shell dedi~~te twenty (20) feet for Javert Street a1o~g the entire ./estern bo~ndary of this develop~en:, provided said right-of-~~y i~ ~ot needed for drain~ge or internal site require~ents as pe~ the existing Zoning Code. Co;:-:..i.s~ior:e:- 1};-d1en noved for ~?provul of ~he petition. l~e cot ion ~as seconded by Co~;issioner LytQ.l , and UPO;"l beinz ~ut to a vote, the vote was as follows: Peggy [vatt, Cl:airrean Dill B~iley, Vice Chair~un L~:-:c l.:,'tal t'illiei!l l':~cl1en Denni!i Koehler ^l;~cnt .iC$ Yes Ie:: ^o:;cnt Tile :oregci:lg resolution \.Jas declarac duly passed c.nd c.dopted ~his 12t.'n day 0 f Scptc~~e!" , 1978, confir~ine action J: 2~ A~C~s~ 1979. PAU.l !.;L.\Cti COU;;'I"{ I FLORIDf'. BY ITS DO.';~D or cou;;'}'y COl'lIHSSIOHERS JOl!ii B, DUliKLE, ClorK . :J?::0'.'~ ~,:; 7D rc?::: ~:D LEGAL SCFFICIENCY ,- " ,.' ,~. , ~ Co'.....:'/ /,:.tu!'n~y ,/ " ....-..- . "........--.,_._,_._..,_.~."- ... ~ -~.... ;....-. ..::.;:;:.;;. ;.- . , -o~\ ,'" :" I I I -,--~I I I ---1 ! ~ I I i Ii < h\ 1 _ , , , , , 1 I ; ( " I l-;..J W I Z ~ .: : ~ ~ ~ 0 <t 1>- Vi ~ '''' ;?; =! : lI.... 0 : 0 v > ~ J ~ " , 1 , , I 0 I N ~: I 1 'O~ I ~ I .1 ", Nj I +- -I- \ \ \ \ \ \ \ \ J ~ , ~j I I -'" <:' , , I "- I I ! I --- ( , , 1 I I I 1 , ! , I , I I 1 I , I~ " I~ , w ~ -= ~ :::!I -, 01 v, . I "\ I ~ I I I ' I ~ ,00 . 9~ 'f > ~ )>- 5 ",8 " , ~ v o~ ~~ ~ '" o~ o~ Z~ ~"- ~ ~ *~ , ~ z ~ ~ \ a ~ ~ ~ ~ " ~ , " ~'" ~~ > ~ .v H I ,09 I , cd>! I I I I I - ~ r I M M M W W W " " ~ ~ ': ': ~ Q ~ ~ . . ~ ~ ~ VI VI VI ,U ,0 \oJ W ~ ~ ~ 'i ~ c:: c:: ;;: ::: C: c: P II . V w > <t IV) IV) iw D:: (9 Z o U -" w= :D:::> o:Q f-w <nO; ~6 or >- al..:.: > l.iJC: u::; u ;,.:: Vl Z '" - 0:>- t- c::Z z~l::' wsC:: c: 0.0::: 0,"0 "- u w ~ o z ;* :I: ~- "' ~ - ~?: ~ 00'" -:...J - ~ t- = .- c: l,J.J '" - - ::: c: ..J 0 '" q: Ct;.o ZO _ 0 >- u... u. CD ?- m I x w ._-~ ~ ANNEXATION AGREEMENT City of Boynton Beach Ordinance No. 82-38 November 16, 1982 and DEVELOPMENT 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 CLAUSE; 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 Ch~rter of the city of Boynton Beach, Florida, and Flori1a Statutes ~171.044 (1980); and. WHEREAS. the said tract of land lying and being within 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 collNCIL 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 S171.044, the~~ollOWing_ deS:.Bd un~n~r~:ated a~c~~~nti,g::;~~act of __ ,--J.and"iJituated ~d :!'~' an'Lbei~g-in'the County Of_palm Beach, _ ~~.~~~-~~~~._u_.:.. . . ~I_' _ :~-::_. _. .~e~__.~~~ Flor"ida, to 'wi'tr~'- ~~..~."" '-... ; .~'. . \ , , , \ r-'It"~..~ s~~ ATTACHED EXHIBIT wAn 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 cEnflict 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 5171.044. Section 8. This Ordinance shall become effective immediately upon its final passage. Section 9. This Ordinance after adoption, shtll be filed with the Clerk of the Circuit Court of Palm Beach County. !L ~- __..:~:m";":':'~__~:->f"-''t ..,:".......::.:.; ~-, ~, ~I!"':..t;' ;"'-""';-""'-~'--:-.---:"" ...4. . _ . ---- -- .~-. - - -...- .~O"::-..; ~:~;.=:~~::-:~~.~~:.:. ,._-:::::~-:.~.-:::::=--:r- -- .... . ._~ :..~-::~:;~~ -- "-.~-~,,..... ,~ '<"""''"'~':--''''''''''~.-><t--.".-.,:-_.- -, .. .~~..~..- " FIRST READING THIS t,l4- DAY OF ~ /t. 1982. day of ~ SECOND, FINAL READING and PASSAGE, this 1982. CITY OF BOYNTON BEACH, FLORIDA ATTEST: C~ If?/J (Corp. Seal) . . . ..~.~.j - =_...,.:~:=,o,.:_';;:,:.:_ ~...c:~o::...:... .:;;;""'::;;:~,:::::.- ...=._.-~"" ~'<!;~~~~E~~:~':::::~'. ":~~=~.d::~'=~~,:'."..~..~L7-.~""":~~ . 3/3/82 (Ref Dwg) PA -1 BOYNTON BEACH MALL PARCEL IS - MALL TRACT Being a tract of land located in South, Range 43 East, County of further described as follows: Section 19, Palin Beach, Townsh i p 45 Florida and Beginning at the southeast corner of Section 19, T 45 S,R 43 E; Thence N 00. 59' 39. W along the east line of said Section 19, a distance of 1898.10 "feet to a point; Thence S 890 DO' 21" W a distance of 60.00 feet to a point on the westerly right-of-way line of Congress Avenue, said point a15~ being the principal point and place of beginnin~ of the following description: Thence S 880 OS. 26" W a distance of 846.73 feet to a point, Thence 5 4)0 32' 54" W a distance of 57.02 feet to a point; Thence 5 00. 59' 39" E a distance of 231.62 feet to a point; Thence 5 140 46' 19" E a distance of 207.00 feet to a point; Thence 5 DO. 59' 39" E a distance of 130.00 feet to a point on the northerly right-at-way line 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 000 511 51" Wa distance of 1227.27 feet to.a point on the southeasterly right-of-way line of the relocat~d L.W. D. D. L-23 canal; Thence along said southeasterly right-of-way line the fOllo....ing courses; N 870 58' 21" E a distance of 72.34 feet to a point; 227.77 feet along a curve to t.he left having a radius of 145.00 feet and a central angle of 900; N 020 01' 39. W a distance of 23.67 feet to a point; 134.54 feet aloQg a curve to the right having a radius of 240.00 feet and a central angle of 320 07' OS" to a point; 234.57 feC"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 r-ight 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 40. to a point; N 00. OS' 26" E a distance of 145.00 feet to a point on the southerly right-of-way line of the Boynton Canal; Thence N 8S- OS' 26. E along said southerly right-or-way line, a distance of 1738.97 feet to a point; Thence S 00. 59' 39. E a distance of 472.86 fep.t to a point; .Thence N 88. 05' 26. E a distance of 328.87 feet to a point on the westerly ~ight-of-way line of Congress Avenue; Thence S 0_O~li_~9' 39- E, a.long said westerly right-of-wa.y li.ne of con~ n Avenue t. __~a.=-distance~ 1J.f. ~_130. 01- - feet=-_to:~:."::.. point,; ~'~-.;-~4~::;_~~}~::i~~,~,:-;-:;~:-~-~~~---;~-:----:--~". ;~~;..;>~ - ~ .~ . , "," " , .. .- . . BOYNTON BEACH HALL PARCEL .5 - HALL TRACT (CON'rINUED) thence N 460 27' 06- W a distance of 56.11 feet to a point; thence S 8So 05' 20- W a distance of 430.00 feet to a point; ,thence 5 00. 59' 39- E a distance of 609.99 feet to a point: thence N 8So OS' 260 '2 a distance of 430.00 feet to a point: thence N 430 32' S~. E a distance of 57.02 feet to a point on the westerly right-of-way line of Congress Avehue: thence S 00. 59' 390 E along said westerly right-of-way line of Congress Avenue a distance of 170.01 feet to a point; thence N 460 27' 060 W a distance of 56.11 feet to a point; thence S 8So OS' 260 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 8So 05' 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; thenc~ S 88. 05' 26- W a distance of 340.00 feet to a point; thence S 00. 591 39- E a distance of 229.99 feet to a point; thence N SS. 05' 26- E a distance of 608.00 feet to a point; thence N 430 '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' 390 E along said westerly right-ot-way line of Congre~s Avenue a distance-at 130.01 feet to the principal point and place of beginning and containing 108.30 acres ot land, more or less. .. . ',--=-..- _ ~_=,-__.. .....-. .~ =-.h-~ , Exhibit "AII-,' ,:.t.:;' " - -, " " '. " . .:-~~. -'-- ':" . ,..- ", ' "'.,... . v;"h1i11lIlilill'liiHt_;,'. tA~~ ;;[-1;:/;7. :~ ..' " ~ ';.~ --.....,:. , . ~'~'.' :'~': ;" , "._~"""'E:~~,,"it.,~' '. ~: .' If l( ORDINANCE NO. 82-38 AN O'C:'INANCE OF THE CITY COUNCIL OF THE CITY OF BOYNTON BEACH, FLORIDA, ANNEXING A CERTAIN UNINCORPORATED TRACT OF LAND THAT IS CONTIGUOUS ,TO TIlE CITY LDlITS WITHIN PALM BEACH COUNTY AND THAT WILL UPON ITS ANNEXATION, CONSTITUTE A REASONABLY COMPACT ADDITION TO TIlE CITY TERRITORY PURSUANT TO A PETITION OF :!'HE 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 THB PROPER LAND USB DESIGNATION AND PROPER ZONING OF THE PROPERTY SHALL BE REFLECTED IN SEPARATE ORDINAIlCES TO BE PASSED SIMULTA!IEOUSLY HEREWITH: REPEALING ALL ORDIIlANCES OR PARTS OF ORDINAIlCES III CONFLICT HEREWITH, PROVIDING A SAVINGS CIAUS~: PROVIDING FOR ADVERTISING, AND AIf EFFECTIVE DATE, AND FOR OTHER PURPOSES. WHEREAS, Ho~art-Boynton Associates, the owner of the fOllowing tract of land described as, SEE ATTACHED EXlUBIT "A" filed 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 Florida Statute. 1171.044 (1980), and, WHEREAS. the said tract of land lying and being within palm Beach County is contiguous to the existing City limits of the City of BoyntOll Beach, Plorida, and will upon ita 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 use. of the city of BOynton Beach and the pal':ll Beach County Commission has no objection to the designated use. NOW, THEREFORE, BE J:T ORDAJ:NED BY TIlE CJ:TY COtlNCIL OP TIlE CJ:TY OP BOYNTOIf BEACH, PLOIUDA. Section 1. Pursu....t to Section 7 (32) of the Charter of .' 'the City of Boynton Beach, Plorida, and plorida statute. 1171.044, ~:'- . _..~ _ '-.___....-~,.....~_,,____~~_...~~~.....~,--:--~r- ~_~:r::=~-:-r-- -- 0- .' : ,the:J.,?l!-~i~~,,:~_':~ ~~ieeT..1a~f_~~~iltig~o~~,:~:raa.._~f:~~: _ _: :,::.- ;;.~ ~}.-a..~ii~;t~~~~~.;~ if~.tlbl;~r!9:.~~~~~fi''i;i~j.~~Ictit ~;:;..:;..- " . prodaa;,.tb"wi~"--': "'!'\":"'"":-~~.~ -:"":~ ;:-_~-:!::~::.~.:..:~.:'::':.',.'~~~ '.~~....." '!' , ~. . M ., ,-" ~.'''' ......, 1"" .~ ......,..... '~'. ..,," ..-': ..,....... .. .,..",,~ ....-....,.... ~.,.,...,~ ~..; _,..", to.. :-_ ',.. ..,"" _. ~ !~... ...... .~.'" ~ "'_," .''''' ~ ,.. ." ,,'"'' p"$........... ;.,~.'!. ",. U" 4.'....'.: . __.... ...... .....,.....,....,:.. _'" ",..,,,.., .. ~ . ~. - " . SZE ATTACHED EXHIBIT oAK 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 Ord~nance or any portion thereof, any para9raph, sentenc~ 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 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 1171.044. Section 8. This Ordinance shall become effective immediately upon its final passage. section 9. This Ordinance after adoption, shtll be filed with the Clerk of the Circuit Court of palm Beach County. - _.~_.._...,~' - _.....'--'.~- -...... -~-,,,",---- ?-~~-!~~~~~~~~ ;,~ ';"...':'......'~....-n ;.;-....~-~.. :-,",."r'. L' "., ..,- "...P~'.:'" 'r"-'~ .."..: ';" ..'"!.. ....... :'"...~~":"' .... 0:'",....,.......-:,,....'C....'... ,... ......" ;.' _. ",,_~'.., .,.._Ji,~T ','_'" '~", "_.,__:~' .,.... :: ,..... ~~ _ _~. _~~.__~_'''.,. ........ t., .A~""""""'._ .,.. ..........-.-.....1'" ," .. '" -"., . ......\ FIRST READING THIS bE;(. DAY OF ~ /t 1982. day of ~hk. SECOND, FINAL READING and PASSAGE, thi. 1982. CITY OF BOYNTON BEACH, FLORIDA ATTEST: ~ 4/~7'/- City Clerk (Corp. Seal) ,. . ;,....:..... ":l. c~"iI!"t.~~kii~-1~~~;~~L~f - ., _......!i.:.~,ip.;.""I:. 'A ..-....~-....._.~..........~.,. __.... . #" ;. ",:.., '. '7'-"":,t- .'~ ...,~.,.#:: ......-,r:.........! ~.....~...' .-;..- "1" "I' .".... _. .n_.~,..._. ',,, . ..... l ~..'~.. ~. ".-''''':...-.,.,. _:.~..~.o: '~'''':""_''''''''''' "__ ~ ,.( L. ." .,.-,..,... -""",,-;0:,""1" ..._t....":..._~.'!'"._... ...~'.'..'7:... oJ" .._, .'.0' ._ "' . 31l/82 (lief Dwg) PA '-1 BOYNTON BEACH MALL PARCEL .5 -'MALL TRACT B..ing a tract of land located in section 19. South. Rang.. 43 East. County of Pal.. Beach. furth..r d..scrib..d as follows: Township 45 Florida and B..ginning at th"'sou~h..ast corn..r of section 19. T 45 5.R 43 E; Th..nce N 00. 59' 39. W along the east lin.. of said Section 19. a distanc.. of '1898.10 'feet to a point; Thenc.. S 89. 00' 21. W a distance of 60.00 fe..t to a point on the w..st..rly 'right-of-way lin.. of Congr..ss Av..nu... said point also b..ing th.. principal point and plac.. of b..ginning of th.. following d..scription: Th..nc.. S 88. OS' 26. Wa distanc.. 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 a distanc.. of 231.62 feet to a point; Th..nce S 14. 46' 19" E a distance of 207.00 feet to a point; Thenc.. S 00. 59' 39" E a distance of 130.00 feet to a point on th.. northerly right-of-way line of Old Boynton /lOad; Thenc.. II B9.. 46' ]4" W, along said northerly right-of-way line of Old Boynton /lOad. a distanc.. of 1689.25 feet to a point; Thence II 00. 51' 51" W a distance of 1227.27 fe..t tcr a point on the southeasterly right-of-way line of th.. relocated L.W. D. D. L-23 canal: Thence along said southeasterly right-of-way lin.. th.. following cours..s; N 87. 58' 21" E a distanc.. of 72.34 f....t to a point; 227.77 f..et along a curv.. to th.. left having a radius of 145.00 f....t and a central angle of 90.; N 02- 01' ~9. W a distance of 23.67 feet to a point; 134.54 f....t al09g a curv.. to the right having a radius of 240.00 f..et and a c..ntral angl.. of 32. 07' OS" to a point; 2.34..57 feeot along a curve to the "left having a radius of 320.00 fe..t and a c..ntral angl.. of 42. to a point; II 11. 54' 34" W a distance of 70.00 f....t to a point; 294.96 feet along a curv.. to th..' r,ight having a radius of 325.00 feet .!'nd a central an~le of 52. to a point; 293.22 feet along a curve to the left having a radius of 420.00 fe..t and a central angle of 40. to a point; N 00. OS' 26" E a distance of 145.00 feet to a point on the southerly right-of-way 11n.. of the Boynton Canal; Thence N 88. OS' 26.. E along said southerly right-of-way line, a distance of 1738.97 feet to a point; Thence S 00. 59' 39. E a distance of 472.86 feet to . poln~ n "...:....:...-Thence..II. 88.-05'- 26'LIl..ao distance~of '328.8Lfeet-t()..a ~Int ..._..;-- .. .. on .th..~w.est..rly. rlght:,of.,.waY~llne...~~"Co.ngress-,.ve.!,.\'!I_.Th.en~..,..,~ .~.~_:,;~~,,~,:,~'':'OP~..~.5'' ...3'. E.: al.9n9 '_sa l~ ~weste~lY.: .rJgl!t:-2f-way;;) ~!!.e'.~o~,-::'- ':0:;.; ". '~r',,",o"~"Con~i.' ss:-., Av..nue~=a.:dl. stan. ceA'i'. -~uo.Ol""fe..to~~:i-.P90.r._f1.g...:...bor':... ~~.: ':.~:::::"~' .j Ei~:~"~~~-~.~~~~~.~~~~..-.~.~~~~~~"d:~~-l.-'." -~~~... .;~:. "'" ~ ".=.....~.".....,..~_.~....."'''''''''' ~.:,.<:<~-..:,.,':'-:;,.,,-"'.~,~,.:. C;-'._';":-"" '-n"",..j :'. ....:.C'. , . ..'::;'""'"~;~~'::.~-~~-:_~~:~..,..~.:;~~,. .~ . :, ;. .... ........\.....~.-:..._. . ~.~.... .'.'-':'" .,.. .l.....' .". ,_ ".' " "''': ,..,...:..'.... .~............> .......r... ~. ...~. ... .-;r.' ~. " _.. ....... .,,.. ,.... .-.. .."". ....,.. ,....,. ..~.. ..... .,... .. .'.... ."'..... ._ __. -....,... ~ ,..t"~ .>.-.....~ . , _..__ .. _ . ,. _. _..d~ ,." .. .. .' ." -.', - ,> .~".~ -' \ I I i ", '. ., ",:,"~.""'~" _ ,......-"', ~. i.' ... I / J. --'f ~ .' ," BOYNTON BEACH HALL PARCEL IS - HALL TRACT (CONTINUED) thence N 46- 27' 0'- Wa distance of "56. 11 feet to a point; thence S 88. 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 88. OS' 26"E a distance of 430.00 feet to a point; thence N 43. 32' 54' E a distance of 57.02 feet to a point on the ..este~ly ~ight-of-..ay line of Cong~ess Avenu..; th..nc.. S 00' 59'. 39. E along said ....st..~ly ~ight-of-..ay lin.. of Congress Avenue a distance of 170.01 feet to a point: thence N 4'- 27' 0'- W a distance of 56.11 feet to a point: thence 5 B8. OS' 26. W a distanc.. of 608.00 fe..t.to a point, thenc.. 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 f....t to a point; th..nc.. S 00. 59' 39. E a distance of 150.00 feet to a point; thence S 88. OS' 26' W a distance of 340.00 fe..t to a point, thenc.. S 00. 59' 39' E a distance of 229.99 f....t to a point; th..nce N 88. OS' 26. E . distance of 608.00 f..et to a point, thenc.. N 43. '32' 54' E . distance of 57.02 f....t to a point on th.. westerly right-of-way line of Congress Avenue: thence S 00. 59' 39' E along said west"~ly right-of-..ay line of Cong~e~s Avenu.. a distance,of 130.01 f..et to the p~incipal point and place of beginning and containing 108.30 acres at land, more or less. '. , . .... . - : ~~.~. -- .. ~. ......~_.._- ,~-~-:.-.:,:~~.:;l~~~~:::~~~~~~::~~~~;r:L[I2.~:~::~:~~~;;:':~~1~~~ ..".' "..~.~~::-:; .~.JC:::_...__,.,.,"""",_~~."::.~_,~..,,<:<=_...~.,...,,.,~,-_ " .......,. -.'" .... . j -:-::- I ~.:..:.;' ;;'X. . . - - ---.., ..,' ',"',,:~.~ '".....-,..."':"':-~.i.:..:.)~,....,'~,_~="--'-'",,.~~~~"'? "."''':'.i--'' c' ':... ,'-, ~ ..,.' ~ . ( Exhibit "A.' " ..-~ .~._.'.,... -0;." _..~ .,...~. Y'.' ..' '.0-.', .,;".. M ,,",. ~. . . '~"-"-' ~~, .."...~<~ . - : ~...-......,.._ ',..,.."...... '~"";"W''''__'.''.:'''~'' ......... ......~......-......-!'~~-..:y.....-~...:".,...-,...-':.;...."..'..........: 1 I" . ~_.. =",_, . . ..........,.....- "'. ...~.. -~ ..,-........ ,~... . ., ..... -__,.'" I ..". ~~I..:'" '_. ~ '..~.~ ....~....-.... ~ .._ -.~.. ..:. BOYNTON BEACH l!A LL DEVELOPMENT AGREEMENT Boynton Beach, Inc. 1s the Owner of certain real property hereinafter referred to as the "property", situated in the City of Boynton Beach Palm Beach County, Florida and shown on Exhibit "A" and more partic i rl described in Exhibit "A-l" , attached hereto. U 3. Y Boynton Beach, Inc. (Owner) and tbe City of Boynton Beach (City) bereb agree tbat tbe property will be developed in basic conformance witb -h~ drawings, specifications, document a , etc., listed on Exbibit liB" and~ the following terms. condition.. requirements, etc.: Section 1 Zoning C-3 (Community Commercial) will permit development of tbe regional mall - 108.30 acres in accordance witb the drawings, specifications, etc., set fortb on Exbibit "B". No variances. special exceptions, etc., will be required to permit tbe development of tbe regional mall as shown on tbe drawings, specifications, etc., listed on Exhibit "B" witb tbe exception of tbe following: ' Parking Lot Regulationw Section 5-141(d) - Elimination of tbe required concrete curb stop. Zoning Regulations Section 4(L) _ Eliminate required construction of a 6' masonry wall along west boundary between Old Boynton Road and tbe drainage canal. Section 2 Development of Regional Impact (DRI) The "property" will be developed in accordance wi tb tbe Development Order, pursuant to Section 380.06 (14)(e), Florida Statutes, incorporating tbe provisions of Palm Beacb County Resolution No. R-74-343, a copy of wbicb is attached bereto as Exbibit "C". Section 3 Platting ~ Subdivision In accorda.nce with tbe defiation of tbe teI1D "subdivision" as con- tained in tbe City of Boynton Beach Code regulating subdivisions, tbe City agrees tbat tbe proposed division of land as set fortb in t.he plan attached hereto as Exhibit "D" will Dot be deemed a subdivision within the meaning of tbe City Code under the following conditions: a. Any division of the subject property will result in all parcelS of land being more than five (5) acres in area. b. Division of tbe subject property will not, in involve any cbanges in street lines or public any kind. and of itself, easements of . c. The development of tbe subject property as a regional mall will involve tbe ded~ction of new public easement.. These easements will be dedicated to tbe City after tbe improvements bave been installed and accept.ed by the City. with the easement dedication, beinc,based on as-built drawing.. .While ,conveyancea'9f portions .. .__---=~.-,- of,,,,th.,proP'!,,~y,;to,,,thyep'!rt!"...!Dt s!ore tenant. of tbe _11 . ......,..,.. ~..~f. oc.~!'.!:.-~rlor, to the. actUal=dearcat.iQD:pT~Il. e&Sll'iDeliR7---- ., .i.-.... .. su~c;onl'..1a~~':Wip,. no~...oc;cu..-j>~1b~t,g~"e:~.actual,~1n'~IH!=:":= ~.._'~.- -_....o:>.=--.1> ':mLllU&_.~~ .fol":wh1~.el'S.~.,will.-be.:'c~--~'. _.- ..__.~-:.-=----==-~~~ ~~lih-. .;~ .;f...-,. ..."., '-. ',.. ." .l~ .,L.........._....~-l......... --. ."1, .......'1...........;...... _u-.,._ ....,: ::~...~..~.. ;..,......I'.........'.-~' ."..~-,~"..~~,......_,........"'!.. ,.....~.. - , .>or... . ,.. -.. ."- _ .J _ . . _ ~~ _: r' L '" .::..or. .3 ~lattinR & Subd:...:E10n (cent'd) d. No certificate of occupancy will be issued for any bujldin~ connected with the mall prior to dedication of the related public easements to the City. Based On the conditions set forth above, it is agreed that a sub- division plat will not be required for the regional mall tract (lOR.30 ac.) and for Parcel #2 (7.87 ac.) and parcel #3 (6.54 ac.) unless Parcels #2 or #3 are divided into more than three (3) tracts and that the sale of (1) any and all parcels within tbe regional mall tract to the various department stores and (2) parcel #2 and #3 can be conveyed by metes and bounds description only. It is further agreed that given the ,QXKUtioos set fortb above, the subdivision regulations of the City of Boynton Beacb will not apply to this "property." . Section 4 Off-SIte Improvements Off-site (beyond tbe boundary limits of the "property") improve- ments for tbe development of tbe regional mall as sbown On SP-l and SP-2 and parcel #1, #2, #3 and #4 will be limited to the following: a. Higbway' Access 1. Connector road between New Bo nton Road SR 804) and Id oton Road Bo nton West ad 0 s te ma entrance II ".' Tbe Owner under an agreement witb William Winchester, tbe Owner of tbe property between Old Boynton Road and New Boynton Road (SR 804) will construct a four (4) lane roadway witb median and separate left turn lanes between mall entrance "8" aD Old Boynton Road to an intersection witb New Boynton Road (SR 804), approx- imately 1037 feet west of Congress Ave. This roadway will be constructed to Palm Beacb County standards and will be dedicated to Palm Beacb County upon completion and acceptance of construction. The COD- struction will be limited to roadway (inCluding striping, and signing) and drainage improvements only. Signalization at tbe intersection of tbe connector road and New Bovnton ROad (SR' 804) and tbe connector road and Old Boynton Rd. (Ent. "B") will be installed by, Palm Beacb County per Sectlon 5b)ii) and 5b)iii)'of tbe "Agreement for roadway improvements" dated December 22, 1981 between Palm Beacb County. Homart-Boynton Associates, and tbe Edward J. DeBartolo Corporation attached bereto as Exhibit "E". 2. Old Boynton Road (Boynton West Road) The "Owner" "ill construct the followlng improvements on Old Boynton Road in accordance with Section 2 b) and 2 c) of the "Agreement for Roadway Improvements" (Exhibit "E"): At tbe'intersection of Old Boynton Road and Mal~Access Road liB" --- 1) Left turn lanes north and south approach 11), Left turn lane west approach _~il)_ Right turn lane east approach .' ',.. ....',..~ ~ .'-:V- ........:...~ ...-.: .:..~ ,- .....',..-.. P~~'~-'-~ ;"~''''''':-'''''''~''.'I: i:-''''~ ...~' ;........r"'-~. ,'~- ~. "...~-!":'<. .~--- .....:..~ .,~~.. ....... ....'.":", ..<" ~-''''':''r''-'''''...'C....... "... '.~"::"'''-''''r:'' '-'''~''' ..."'7...".. " . , -'._. , . ,,1.1 _,_ ,[ _ l "~.. _ .w,' ,"'. I ,:,~'-;. . Off-Site :- :-:)\'cments At the lntersection of Old Boynton Road and Mall Access Road "All 1) Left turn lane west approacb 11) Two lane nortb approach iii) Right turn lane east approach The requirements and conditions for the Old Boynton Road improvements will be as follows: i) The improvements will be constructed u a rural section with the possible exceptioD of isolated and limited curb and gutters which shall only be required when curb and gutter is the only engineering solution that will cause the said 'ro~dway improvements to function properly. ii) The improvements will be constructed with open drainage and with only normal ditcb section with tbe possible exception of isolated and limited enclosed storm sewers which sball only be required wben enclosed storm sewers are tbe only engineering solution that will cause the said improvements to function properly. , Iii) An 8' wide asphalt or 6' wide concrete bike path will be installed on the nortb side of Old Boynton Road along the property frontage only. iv) Overlay and add to existing pavement. v) No street lighting. vi) Storm sewer improvement limited to extension of existing culvert crossing. 3. All other higbway and access improvements required for the development of the "property" bas been or will be completed in accordance witb the terms and CQnditions of the December 22, 1981 agreement between Palm Beacb County, Bomart- Boynton Associates and the Edward J. DeBartolo Corporation attached hereto as Exhibit ''E''. 4. Tbe "Owner" and tbe "~ity" mutually agree that 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 further obllca~~ons for highway aDd access improvements as a result or as a condition to the developDent of the "property" and outparcels #1, #2, '3 and #4. The "City" and the "Owner" also agree that tbe "property" and tbe outparcels ('1 tbrough #4) will not be subject to any road impact fees, assessments. or similar charges for off-site highways. . b. Utilities 1. Cost artici ation in exist in 16" san ita force _in and It water a on t e " ro ert n front OD D resa venu.e .. I' .' ~ 3 ,..', ~~..~~ ....~H..::"r.......'r~7.'........ -,... '. ..-~ ,-~.., .... :;' .....-.::.......~ ~.....-~...':"":'.... "r.-,,<, '~'"'' .~...c......__....... ....... ~'.... . "'-" . ~,"=.~, '"J .:_ .--<-.._..~,_...._w". . ...,....- '. -,' ..... ~.~, ~...:-.....,. ..... -". ':~. . ...~~~.. ,...":.....~,... ,....,~:T""... "r -, \ '. '.' '"'' -- ..- . ...- ". ..- -'. - '" O:-:-5:tC? Improvc:71E- ,'.S (cont'd) 2. Cost participation in proposed 20" water main in Old Boynton Road The 20" water main to be constructed on Old Boynton Road shall be designed by ~he 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 10", water line vs. a 20" water line. Tbe City's engineen will prepare an estimate of tbe total cost and based upon this estimate. "Owner" wIll escrow their estimated share of the costs. After completion and acceptance by the City, tinal costs will be compiled and the "Owners" share will be adjusted upward or downward accordingly with Owner either givina additional funds to cover their share or the City Teturninl 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 Owner's property) at the location indicated on the Owner's site water plan M-3. 3. The text of Paragraph 4(b)(I) above does not apply to out-parcels #1 and 13. ,- . ~ -- ~ ..~--,-,,-.., ~~-::=::~~""':.':""=:-::~~~-4 "..-r::""...,........ -_. ~..~-~~~.:~~~~~~~~it~~~----~._:!.~~~~.~!ir~~:;::~~ .:.~~;i:~-~-J.:~~-~~ ..., -_.. -. - ':."J:~...z~~:~~""!.n . '".' "...;..... ...~. ".~ ," '...-.,. .""~"~'""""'.':"~""'"", "~'': -' ..... ';'! .. .-...... "".,..,-:... "" .*_1.....,' ..-~..,.. _.-. ...-.....'..o:r.... .,. .T"-. '~'. -," , ,- ,'....=" ~.~. -~~ ~ ,-- =. "" ,-,"-", ....-:"".......-..~..,....:"'~...'""',..y.....,...............~.. ........~,,.- ",,__.:. _._1____," On-Site Improv~~~ On-site (within the boundary limites of the "property") i:r.prove- menta required for the development of the regional mall as shown OD SP-l and SP-2 and Parcel "2" and 1t3" wlll be as follows: a. Storm Water Management The storm water management system to serve the regional mall. (108.30 ac.) ,nd Parcel 11, 12, 13, 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 Wortb Drainage District's L-23 and Boynton Canal by control structures detailed on Dwg. No. M-IB. The storm water management system wlll be constructed. operated, and maintained by tbe owner. The requirements and conditions governing tbe eonstru~tion, operation. a~d maintenance of the storm sewer management system will be per tbe applicable drawings and speCifications listed on Exhibit UBI! and the following report, correspondence, approvals and permits: 1. Soutb Florida Water Management (SFWMD) permit material a. Water Management Permit Application report dated by, 1981, b. SFWMD Staff Report dated August 26, 1981 c. SFWMD Surface Water Management Permit No. 5O-00860-S dated September 10, 1981 d. Letter from Charles A. RaIl dated November 5, 1981 wbicb 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 (DERr 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 DEB in response to tbel~ 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. Cerroto dated February 17, 1982 wbicb explains tbe inter-relationsbip 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' "City"agrelis tbat tbere 1s presenny sewag'e-treatment<pla,;t - n., and oli.... capacity,' available to accept tbe IlOW8.generated, by tbe,.--~, ~,:::::::-:.' '.:. ': ,,' ,:p-r..l)p'!!se~~dli"'lilo~ent; of ,tbe : ~'property" and. outpa~!lel!l" "'!l! tbat . -.C: ~..:;;~.~....;~"t;be:t.:i~'~~ii~i~~WJWn,'::e~ .,.~ "~r$!R~~~fT'~ ;;;:i'~''':-ii...~~'r'''''''':t-1<i..''d.UUlW1lIlt~., tb"'~~~~;~~1!~~-'~ ... -.........~. ,..~.......~- .""".=.....~:-.. -:::...:~::":..;;.~~;;.,;.=::.-"'I~~~~- ""'~"''''T'''''':'''.~~:!:'';~~.,;:~~.-'''!li~~.:i;~.:'':',~_':':=:i ,.~ 5 .. .~... ...-,.- ......., ...~...' ~ ~'.- ~. T.... -.. ~." .,o.' .... '. ...._,.......... ~ .....,_ ~ .......,.. ....._.... ',_ _ . ..........,,.. ....._ ....._ . , " _~~.. ,..op:. ...... .. :."',.. -f..... ._.-..~"~...,, P..........." I ,~':.. ......._- ~ ....::"'. ,..-...... '.... ~ . ..~r wlll Inst~._ pu::".plng station, and the iv";'"_'. .._::-. :'.e pUf':".plr.; ...-"-- the existing 16" r.... along Cor:;;r€s;; Avenue in accorcL:.n;:;e I,ith Drawing No. .-lA and .-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 specifications have been prepared and are 1n 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 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 for ownership, maintenance, and operation. Upon completion of construction and acceptance hy,the City, the Owner w11l: 1. Grant to the City, a 10' wide (if depth or gravity line is B' 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 the Owner and the City) pump station site to the City. The City will require, TV inspection and a one (l~ y~ar main- tenance bond as a condition of final acceptance. With regard to OUtparcels #1 (owned by First Federal of Lake Worth) 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 tbe following conditione: Parcel #1 _ First Federal of Lake Worth must agree to pay: 1. Pay 100S of the cost of tbe gravity system between manhole #29 and manhole #19 including stubs to their parcel, 2. Pay 10~ of the cost to oversize that portion of tbe system between manhole #19 and the pumping station 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 tbe existing force main in COngress Ave. Parcel #4 _ First American Bank must agree to: 1. Pay 1001 of the cost of the gravl~y system between Manhole #32 and Manbole #8, including stubs to their parcel. 2. Pay 100S of tbe cost .to oversize tbat portion of tbe system between Manhole #8 and the pumping station if required to accomodate the sewage flow from Parcel H. . 3. Pay pro rata share (based on gallonage) of the total cost of tbe.pumping station and force mo,in to tbe existing force main on Congress Ave. , ._.'._'_"'~-'il:...'~ .~~~:._~~~~j~~~~~~j~~~~0~=~.~....:-':~~,'~_1_~~~_l.:.-.:~.~;._,.'.,".:.~:':.'.,~'_ '_'" ,.,;,--,......t...;~~~,i1,,""l"',:'4l. ~.,~.,....~,.._~:,- .;..........."-..."': {.'. ,- ~' . !.'f'f.. ..:...,....~~~.~..~.:i:-:..+~. ~..~;~.~~:-.:..~~i~~.~~.~.~:.~~~~~~f-~?7~?"'~(:!~.~"""f~~~~'~~:~:..~~~~~::.~t~:;'~;~~\..-: ~. . ~ .-,4,.. r.' .. ..... "'/". .", .'....,........, . <:" .-1. ....y- '_' ~ ".~ ~ ,"'~""..'~ .. .."" "'... ..; ......... ",:~- ....,..,...- ~ :~..,.. ........~.....~....-... .:...~ .. ."",', ......'1....-..... .-~.__.":"-.,...'/".....,.! ,..-~..-.... ,~.-."~' . . - ~ ..i.". . ..'.~.,....._.-,... l' .. l~ tne Owner of Parcel #1 and #4 do not ~,::'_ :::.:v:. :c C'..IrTUllencement of construction, all costs (en!::....fjl..'~.ring. constructlC::. etc.) required to provide service to their parcel(s) via the ~xtun81oD and oversizing of the mall system, the Owner can delete those portions of the system. c . !.!!.!.!: Tbe "City" agrees that there is presently plant and line capacity available to. satisfy the domestic and fire flow demand requirements for the proposed development of the "property" and outparcels 'I, /12, /13 and '4 and that there is presently DO moratoriums, etc., that would pro~iblt or restrict the development of tbe "property" or the out-parcels. The "Owner" will inEtall tbe on-site water distribution system in accordance witb Owg. M-3, and M-3A and tbe site water specifications (Section 15010, 15050, and 15200). It is agreed that tbese drawings and specifications have been prepared and are in conformance with the requirements and standards of tbe City of Boynton Beacb. It is furtber agreed that upon completion of construction of tbe on-site water distribution system sbown on Owg. No. M-3 in accordance witb City requirements, tbe City will accept dedication of tbe system for tbeir ownersbip, maintenance and operation. Upon completion of construction and.acceptance by tbe City, tbe Owner will grant a 10' wide easement over tbat portion of the system to be maintained by tbe City. The City will accept the on-site water distribution system (including bydrants, and all appurtenances) from tbe public mains in Congress Ave. and Old Boynton Road (proposed) up to and including tbe water meters. Tbe water laterals from the main loop will be combination fire and domestic lines. Fire hydrants and Fire Department connections sball be accessible, .unobseured, and protected as necessary. Site water mains and laterals are to be ductile iron pipe min- imum class 50. Taps for service lines sball be made witb a double strap saddle and a Mueller Corporation stop of tbe appropriate siz Service lines from submain to water meters are, to be duetile iron pipe. type K copper tubing, or polyetbelene #3046. Materials per plumbing code may be used OD tbe customer side of tbe water meter~ Water main taps shall be cast iron split tee with valve. , Minimum of 30" cover will be provided on the sampling point detaL sbown on Owg. No. M-3A. A 24" square by 8" thick concrete pad will be provided around the collar at tbe top of tbe valve box shown on Owg. No. M-3A. Typical water service detail will be provided per City of Boynton Beach Utility Dept. standard detail. . The Owner has tbe following options regarding the 8" fire lines a they. enter the b~ildinga: 1. a. Modify the riser detail to sbow a cross (domestic tee); b. Bold the City barmless for tbe watsr line. frOll, the ,_~ro~_into tbe building; and, ' ,. : c. .. Install &iIliidfc':UJiif valve-"inside- tbe ball1iinc.with'"-.-- :;-:: ~. :-- ,---~.:--"outslde--coDfrol;:.orr::--:-~-:-:::-"._~'.~-' ~~,-,-'.-:.~-;.:.;;-':. ..-- '. ''':__..''''-''.. _, -;- .:~_ 2~~.:~;.!~i.~1c!!,e- ri..ei d~h.il-,tosboir :ii.iL..lJl.dIc~~I!!-!,",lYi. ~:~...~ ,_~~.,",,- ~"".. ""''>i.... . ~1I\~~2,.'buU:!'1nl[.,-"..,: .,......;.,.r"-----'--- .=.~~:~_:__.... '. .._._,:,_. :~:L' ~_ ...:.-.:..,.;r-.... ";"_:1.!'.~~~~ ~-;i.~i!.l..-....::.;~. .. :,:::~--:1:.' -.'., =;c;:-~' ~,;--;,:~,=~~.;. :~..~,;:,,;;~::: ~.. ..,"7:=;:..;~;~~2;r: ~:.~':~-;,:-. '~ , " ~..-.:. ~.. ..... ........ ....-.. ,-~ ." .. ...._-~....' '" ~'.-' -...,.~ , . ,,' ~-.. ..,... '- ~ ...,..~ ...-....-....., ....,......'., ...;. .....", ....r::".'.'.....".... ~"':''''' .... '.~'..' .........: .:-, -. ."''' ,.......';...-.~ ::-.~,......................,.:...-........... ..........,.~ . .... .. -~ ,..~. . U....L r ' ,. . ,-' ,,...._.':',. p -,. ~., .. . . . :".~';""" ).P...."'~.. ~'"'-' "".._',:"'" u _.~ ...... I Development 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 installatioD 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 each individual store prior to the Building Department's issuance of building permits. This is in nccordance witb Chapter 26-34 of tbe code of ordinances. InformatiOn regarding the capital facilities charges will be included in the tenant's bandbook and eacb tenant will be required to sign a receipt tor the bandbook. 2. Cost participation by Owner in existing water and sanitary lines in' Congress Ave. as described in Section 4b.l. 3. Cost participation by Owner in tbe proposed 20" water main in Old Boynton Road as described in Section 4b.2. , . ~ ---~~--. --- _"."""-'""'n_.."" - --.----- . c:~:2~'~=~~~.~~fu~ ';" .,~.- ...-.. '~.......~"': ..f'':'."..,..,.........,' ~7-'''''''' " .'.c."'-""''''' ....,,.,,~_..;.........7'.~1'&~~ __......~...~~.- r. ~''''''''''' .......-....--.,... . , . .' ." .,_ l .. ,.. < '. - '. ,,'. . .' ..... "! "";.......,.. ..-.~'......,1"I~ ... '..... ~. .~... ~'"':' .'" .. .--- ,. . ....." ; Developmen1 CondItions. Standards & Criteria A. ~ 1. Parking lot lighting will be ener~y efficient, high intensity discharge metal halide lamps. Illumination levels shall be between one-half (!) and three q~arter (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 "Beacb, Inc. 1n tbe event a department store ceases to operate. 2. Signs: The location of tbe shopping center identification and vehicle directional signs are sbown on Owg. No. SP-l. Tbese signs will be as detailed on Owg. KS-l and MS-2. 3. Storm lines and retention basins sball be sized to include ale condensate. 4. Landscaping I Based on tbe site and building landscape plans (Dwg. No. L-A, L-B, L-C, L-D, BP-l. BP-2 and BP-3) , tbe requirements of'tbe landscape ordinance and any otber ordinance pertaining to Landscape and open space re- quirements bave been satisfied. The final landscape construction plans will be prepared and in conformance witb tbe plans listed above. Required trees sball be a minimum trunk diameter of two (2) incbes wben measured, four and one-balf (4!) feet above grade and required trees sball be a minimum of eigbt (8) feet in overall beigbt immediately after planting. Requirement for bedge along the driveway abutting tbe Boynton Canal on tbe north property line bas been waived per action by tbe Community Appearance Board. No one specie of any "'tree" will comprise more than 30-40$ of the total quantity used. The Owner will use native trees and vegetation in sel- ection of materials. "Senegal Da'te Palm" (Pbeonix Reclinata) will be removed from the list of Palm Trees. "Tamarind" (Tamarindus indica) will be replaced witb "Tamarind" (Lyslloma latisllquum)on tbe tree list. 5. Based on tbe existing vegetation OD the property, a tree preservatioD pe~it i8 not required. 6. Sanitation Service: . All refuse from tbe center section small sbop areas and tbe department stores will be deposited in comp- actors wbich.will be located in tbe mall and department store service areas. The owner(s) will contract witb a City ot Boynton Beach licensed vendor tor refuse removal and disP<>!'al. .' --"~.~- ~- -.j"- v:h:~;~t~f~'f~~;~s3:~f~ I 9 ._'._#"'_ ..,..._ '._~.''':._ ....,.........r.."....'......:.'"'1~~,..~..~......~-..'!'....~ ....,,;..:.....~t-.-,..7...--:--,.-.,......._....~~...,..,.......~_. . ,.... -... ,- ....~... ..,..... -..0:..... . ,,- ......~ ,,_.... .. .,...~...' "'V"J ....... 01' ~., _."., . . ~... ~ ,,_.....~. ,,,' .,.... ~ ....~.. "_"_ '..r..... . ...... , ., ~~, ,~, , . . .'............. . ~_. .........;"1 ~<-.......,.. :.....,.:,-..-:."....,.. ., - , Development CU~~:t10ns. Sta~~_ .... Criteria 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 Natiooal. 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 tbe local permit fee scbedules. In arriving at tbe permit fee evaluations regarding tbe specialty shop/mall shell valuations, tbe spec~alty sbop tenants will pay 60S and tbe mall will pay 40S of the permit fees. The mall's share oi 401 shall represent the shell portlon. Information regarding tbe permit fees will be included in tbe tenant' s bandbook and eacb tenant will be required to sign a receipt for tbe handbook. , c. An Engineer's seal is required on the structural drawings and specs. AD Architect's seal and Signature is acceptable on tbe balance of plans and specs. d. It is understood that wben submitting plans for a building permit, tbe plans examination fee, wbicb is 30S of tbe permit fee, shall be paid with tbe permit application. Owner will pay the complete fee 100S at tbe time of filing for application. e. Two (2)9rts 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. t. The architect's and engineer's Signature OD the plans and specs must be over tbe embossed seal.' g. Tbe mall street and mailing address will be: Boynton Beacb Mall 801 Nortb Congress Ave. Boynton Beacb, Florida 33435 All rooms receiving mail will be tbree (3) digit odd numbers. ., b. The Owner will review tenant plans on tbe 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 botb. Tbe Owner's agent will send a copy of tbe release correspondence to tbe BUilding Department for coordination and information only. i. The Owner will be the general contractor under tbe license of'lIr. A.C. Rigas wbo is a "certified" general contractor in the State of Florida. The Owner sball . furnisb to tbe City a copy of IIr. Rigas' certification .~..- '" .....-: ....,~-..."'---~-and-a--tet'ter~ot autborlzatloa-.-llstlng. tbe. name.. o.t.> ~jL.~~i~l~i~~~ 10 "':""'~~".''':.\ .~., ..- .. ," :~:.>,,:,._~. '-'.'~:' ~~:~.~~~~~"::''\~'''~':~'"",'''.-'':'..6~l.~''~~~(.~'''~'''''':~~-~.~~.~:~...-::-. ....:. ...: .. -;-... -~;...",". .'-:'--:-'~ ~ - .. ... ~ .,..-.-" ~ '.-' .~"'~ ': ........ -J.-.~.~ ., ~., ~~~ ~-;.-, ,. ~ ~..., , '. ..........-..,.. . ..... "! -,....... _'" __.- ,,,'c_..'_,. _;'~"~."I. .....:.-.. "..... . '"-"" ~- . ...... ':" I "...,....t:',... -~'....:.,.r..1' "/" ....{ '..''''. 6'-" "" ..... ." . '."- -,~ ., ..-~ -,\ -'- .:: ,~'-:: t Co) k. Four (4) sets each ot mallsprlc.'.er and Sprinkler alarm drawings (hYdraulics, it applicable) shall be Submitted to tbe BUilding Dept. who will review and then turn over to the Fire Department tor approval. Also, eacb tenant will have to turnisb tour (4) sets ot drawings and hYdraulics (it apPlicable) to tbe BUilding Department. 2. BUilding a. Upon completion ot tbe mall, certain spaces will remain unleased temporarily. These unleased spaces will be provided witb temporary storetronts constructed ot metal studs and--dJ7wal1 to--& "eigbtot-aPPl'OXima~elY 8' -0".. Tbe remaining Opening ot approxiVlately 4 teet Will be draped witb Visquene to prevent loss ot mall air conditioning and also to prevent dust trom enteri~g tbe tbe mall area and adjacent speCialty sbops. This met bod has been determined acceptable since it i. an unoccUPied area. b. The mall root strUct~re Will be deSigned based on tbe Standard BUilding Code 1982 Edition With tbe 20lbS/sq. tt. live load borizontal proJection as a minimum criteria. Furtber, tbe specitic structural considerations tor tbe root deSign, in addition to tbe 20 pst live load, will be proper analysis ot all root areas tbat ponding will occur. design ot all ;eliet scuppers and reliet drains to bandle Overtlow drainage and general deSign ot all areas ot tbe root tbat 20 pst live load Could exceed in accordance witb tbe Standard BUilding Code and aCCeptable engineering practices in tbe State ot Florida. c. The mall center Section type ot construction Will be Group" - Type IV, IIDProtected steel, 1ID11mited area, single story, sprinklered. d. Tbe mUlti-story department stores type ot construction will be Group" - 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 trom tbe mall will be B label doors at the rear ot tbe tenant's spaces and will SWing 180 degrees in tbe direction ot travel ot tbe tire corridor. Tbe corridors will be sprinklered. f. Tenant Spaces shall be separated by 1 bour walls Con- Sisting ot metal studs witb 5/8" type X Plasterboard on botb sides tigbt to the underside ot tbe rDot deck. g. There shall be a separation above the ceiling between tbe tenant's storetronts and tbe concourse area (no tire rating required). b. IIaximum travel distance to an exit Corridor in a sprinklered building is 200'. Theretore. tbe tire exit Corridors can be a m~ximum 01 400' on center. . i. IIall construction Would Consist ot masonry exterior walls, "a" columns, steel bar Joists, poured gypsum on tormboard Or equal,20 year bonded root, and tbat tbe bUilding WOuld be totally spriDklered. J. IIUlti_story bUildings .ust bave accessibility panel. tor Fire Department USe. , -- - oo-_''____''_ _0',_ _~~_,~ '___" _ _ _ ___,-, '~----""-" k._, A so11s report mU..t be~"Ubmitied"alonii__l!1tb_ t-h~JiUDdat1on - _h ,- -;-- _c,": - ~-: '-'-, "--pelmit"apPl1cat10n'-~Thi., report -'111 inclUde a ',",pUt-sPOOn., '. - -;-~'--'""'~', .''''-c,' ::c.penetra i1i!ll."t.tL.s!iQ.,;inc'~..thio':1iloa~1ii1tir-:'iier.:J:O -""Q!!.e'~:~.~, ~:~-~~-'-~,.,...~~ ~",:;;,"" . ,,'; ',,~.- --- .~ ..',. ""-,, -, ....--.-', ~""'-'''''''''''C<;:'~,'~''~'''::;?::.::",.,._",..--.._". .,,"": .:It-,"~...,-,~.~... - 11 . '.,.'~.. "$.... . '" ~- . '....~..., ~<'......,.:... ,...,..:..r.... ,... ,._\". '.' ~.-<... ....... ~. ~"" ... .. .. )' 7 ~.... ".. . _. .~ > w ..."'wn.....~ . ,... ~..' -.....-...... '. j" , _.~.I...... 'I .'..,. _._ ....... . ..~.... .....'..."":..,Joo--t...o:....,._..... . ., _ ~. . - ..._,eo,'", "'____ --\- J-/ \ \ \- l B. BCILDINGS (cont'd) 1. Kiosks are permitted provided they are constructed per the building code. 3. Signs a. Building wall signs will be interpreted as "flat" signs under the Sign Ordinance. On this basis, the signs may not exceed 10$ of each face area and may also be illuminated, 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 sectioD store. Each major department store may also apply tbis 10$ rule to eacb exterior elevation of tbeir individual stores. 4. lIechanical &. Water meters to be installed 00 lines over 2" will require a bypass. b. Detector checks and meters are Dot required for eitber mall or department stores. Baekflow preventers are Dot required on domestic services tor general water servIce. c. Water meters are to be placed in pits in tbe sidewalks. d. Ai. conditioning condensate ne~d not be piped to roof drains. Tenants will. bowever, be required to install a splash pan or similar material on tbe roof. Tenant rooftop units as well as mall rooftop units will be required to bave a walkway material sucb as Carey Tred installed around the perimeter of each unit. e. lIall fountains and elevator or escalator pits sball be drained to the storm system. f. Interior sanitary sewer witb stubs in Aacb tenant space will be provided. wbicb il.acceptable to tb~ City. g. 750 gallon minimum exterior grease interceptors shall be provided for large food operations and food boutique tenants. The food boutique area is to be served by a common grease tra. b. 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 wbicb services a restaurant. This grease trap shall be connected to the sanitary system. , Eacb food boutique tenant shall have a toilet room. 1. j. Stores with 10 or more employees sball have 2 toilet rooms. 9 or less. one toilet' room (also applies to food boutique tenants') . . k. Tbe-mall maintenance garage floor drain sball be eitber tbe sand and grease types or combination sand and grease - type. 1. PVC scbedule 40 pipe may be used for interior storm and sanitary lines except tbat it cannot penetrate or be used in a-1~wall. floor or celling. ~ " .. - '-"- --.~- ._~..'---~'- ,.............---=------"'":....-............c::.~-~----::--.. - -:.7 . .'- ,'._.:.:,+:~~. '- m~.:"":. Em-ergency..:' roof:..draln8 :for-locked- in- roof, ar~as:;,~~:-be tied .:'~~ :l~~~~f~.~~~!;:r~~~f(~~Z~::.:!~~ 12 .... ~ .. ~ .....~~., -:-;..-., '."'" .~'..,. .~ .--............. .,..,. ..... ..'._;,.... .,.. ",- ....."'". -.'~" .,'" ,. ~..... -...... .,. -" -. ..... " .. ...', ~.-, ....! .. ""~'... . ",.: ",.,.,- ".. ,..",,'''' ~.-~.~. ......... ...~...' ,,.'-':.... .,. .T.....' .,.' I -.." '>,,,. . ,""'. .. .--.... '-'''', .. -, ~ 1 1'", . ~ .":',. "~.".~ "-, ".-,.. "','~""r.~ "'L.~~.,lI...' n. Sn;oke detectors in retu:-:: .:i.:- _-",;"''':...r'1 alll..i fire s:_" -. 11:- supply air stream must shut the HVAC Units down. ~Qof pen- etrations of supply and return ducts will be handled on an ~ndividual basis as to the requirements of 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-rans 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 approval.. 5. Electrical a. Emergency lighting witb eitber battery or generator back- up will be required througbout the mall and in tbe individual tenant stores in accordance with Section 5-9 of Life Safety Code 101; exit signs sball comply with Section 5-10 of Life Safety Code 101 and SBC Section 1124. b. , Type IIUF" wire 1s approved for exterior use under the parking lot and grassed areas provided it is installed 24" below grade. c. Conduit run below grade may be galvanized heavy wall steel or schedule "40" P.V.C. plastic. Scbedule "SO" P.V.C. should be used 111 lieu of schedule "40" wbere 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 tbe roof provided it is properly supported. All non-metallic conduit after the service entrance point must bave. a copper grounding conductor run in the conduit. d. e. The use of tlBX" a.rmored cable is prohibited. 1. Sealtite or LiqUidtite conduit cannot exceed 6' in lengtb and must bave a copper grounding conductor run either inside or outside the conduit. Flexibile metallic conduit (standard greenfield) is approved in lengths of 6' at indoor dry locations forsbort connections to ligbting fixtures, etc. Altbough not strictly required, 1 t 1s recommended tha.t a wounding conductor be run 1n all flexible metallic conduit. A #12 A...G. is tbe minimum wire size permitted for branch circuits. g. b. Aluminum wire is permitted only in sizes #2 or larger. Use of all aluminum wire is restricted by exact ;equire- ments and approvals (see uniform amendment to M.E.C. - county code). Fixture wire. ruD past the ballast of fluoresceDt lighting fixtures must be rated at least 90 degrees C. k. Individual fusing 1~ not required for fluoresceDt fixtures w1tb -Class ,"pu. ballast. ' 1. j. :~~.~;~~~~~i~~;f~~~;~~t~;]-;':!;.rt=~i~~~ ,H. =.~r-~~i.l.,i(..- '.'~. JJ: ~',"L..j_ . ~'ii- .:;.......-:-..: .,._~,.r... T'r-- -- .-' - . ---=---'-~-&.." .,.. _ .. ~_ ,..-.r.-'-=.........'" ~-"$_~,~~:~~::.~-._.:::::-~"..;:.;-=-.:..:;...I.:...~...-"!-::':'!'"~~ .,..,~~:-~.../-::'L: ::.~..,.;::-:.:-- - ' ~~t......"Y:"o....,.I.., .'l:~"'~'.,.;..~ "," .,.....'~~ ...,........":..;y";:"'""'-:-~.; :-~'7i-:-~....7:~1h~...':-"'.,~.-:".....-:'....~..,.~~..., ~"'"'\"!r;'":'/.~"""" ~.. "0'" _' .........! ~.' ,...~ ""' ",,":,.,.,.. '" ,..\ '.,"~ ....-~."!". _", ...~...."",~ '.._ J"" ..... 'h' . -,'.' "'~' .,..:........':',.........'.:""._='..~...............,-.,........',...... ......~'.... . - .~- . . ~:. .~~ ..' . ,~,'.' .... '>!<. --, ~-, ~'. "L B. BUILDING (cont'd) .__.--.~~-~~--~,-- ~-----,_.~~. ,.- -.--. ."~..... ..... "p w.-The" metallic" wanr. piping s)'stem ground_conl!eetion sbould be " .. _.., ~'~'"'_"P" .kep~ ou~:of",the: eleetd!lLc1oeJlk.iL'!'!>l!.J!9_n~IJljbJ.l!JIlPoer, 'Iround' ,~.~~'i~:;':-;i'''''. -,.!tl~~~!~~.. ~io,.,~,",:r.':"'""~ta:.~jlZ,. ," ,9~t.. ~~i4(,. :<>!,:~~~,., el. 'e...~fi'l":' ~~cI-'=:{"-'.ift.lEi-'~los . " ~,,"!L~ef,Ill." ~~b!fne~r~~nt~"II~ili'lr!!-E":' .''"7-,;;' ,0- ..J',~~l__" il1i6Uil~.'IMI;;'J;1:-=l.1 ,_A-.~~_.......tlliI'Nl~..a,.~""'~ .--- ""-". 'is'su6J'ectp'to pbysiea'! dlJllag.~~~'''':-~''''~'~'"~'':i.' '-.,~- "'~-"-"-- , 1. Tbe meter points will be bus in trougb protected by a main switeb. Tbe rule of six (6) main disconnects will apply to eacb meter point. Meter rooms are not required, meter points will be mounted on tbe exterior of 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 tbe meter point, however, it 1s recommend~d that a main disconnect be installed in the tenant's panel. n. Direct feeding of individual rooms underground from tbe transformer vault will be permitted provided that a disconnect switcb is installed at tbe point the service enters ,tbe room. Service entrance grounding is accomplished by means of a driven grounding electrode. Tbe building's metallic water piping system must be effectively bonded to tbe grounding electrode conductor. It 1s recommended that the building steel also be bonded altbougb it is not required. o. p. The use of douple locknuts is recognized for ground con- tinuity on metallic conduit provided tbe equipment bole is punched to the proper size. Where concentric or eccentric knock outs are utilized, a bonding type busing witb a jumper wire will be required. Circuit directories for panels must bave permanent ident- ification markings (preferably type written). Tbe proper color coding of wire is as follows: 208 volt system; nAil phase _ black. "'B" phase - red, "en phase- blue. "neutral" - white. 480 volt system; "An phase - brown, liB" phase _ orange. "c" phase - yellow, "neutral" - gray. Color coding may be accomplisbed by ei tber taped or painted ends. All HVAC units must comply with tbe manufacturer's name- plate rating for overcurrent protective devices. Wbere the nameplate'markings specify a max~ fuse size tor the unit. fuses only will be acceptable as-tDe overcurrent protective device. All tuses and circuit breakers sball comply with Article 110-9 of tbe "N.E.C. regarding tbe interrupting ratings of protective devices. For purposes of determining tbe available fault current which the protective devices must interrupt. the Inspection Department will use fault cU7rent information supplied to them by the Power Co. 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." Identification markings for meter point service disconnects must be a permanent type. Etched micarta nameplates are acceptable for tbis purpose. All air-conditioning and beating components installed on tbe roof must have a 120 volt ale convenience'outlet loeated .GOnvenient to the general equipment area. ~. q, r. s.' t. u. v. 14 '-"" ....., ....,....-~... ...... . ""-,,,.-,'-'..- ,)'.; .... .,.-.. ~.' ,.....,..c.',..... ..':".......... ......,......., c".' .. '......~,......-, .,...,.-,. ...... .,.-.. ....-~ - .' _.,.. .'.' _ ..,:'... ~.'" _'-,'-_1" '," ~............... ,'."';:'':'_......"..... '; "..,.. .' -....... . . , ~ >,'" ..' ~ '" . - ~ . / ! I ., :":>'-'J...i-..:_\.J , ! x. Tn accordance with Article 410-65(c) of the X.f.C., ~_l recessed incandescent lighting fixtures shall have thermal protection and shall be so identified a~ thermally protected. y. In accordance with Article 410-66 of the H.E.C., thermal insulation, includinJ insulated H.V.A.C. duct_~rk shall not be installed within three (3) inches of the recessed 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 lighting fixtures are installed in a fire rated ceiling, (such as the lower level ceilings of a multi-level department store), the D.L. design standards as listed in tbe 1982 fire resistance directory will apply to tbe mounting, enclosing and support of tbe fixtures. 6. Fire Protection a. Unleased areas need not be sprinklered. However, should any unleased area be used for storage of aov sort, the interior metal stud divider walls must bave 5/8" type X drywall applied from existing floor and sealed tigbt to tbe underside of roof deck. , b. Fire extinguisbers shall not be required witbin tbe fire exit corridors. c. Tbe entire mall center section, speeialty sbops, and department stores will be totally sprinklered. d. Wall post indicator valves will be used at eacb riser in lieu 0 yard post indicator. valves out in tbe parkin<< lot. e. A siamese connection (Fire Dept. coRnection) shall be located at each riser. f. Tbe mall is not located in a fire district. g. The sprinkler system can be eitber scbedule pipe or by- draulically calculated system (Ordinary Group Hazard II). b. Sprinklers are Dot required in switchgear.. telephone eqUipment. electrical meter and elevator equipment rooms, elevator shafts. walk-in coolers aDd freezers. The Fire Dept. reserves the right to require sprinklers if a sit- uation is as required by Code. 1. Wall post indicator valves must be chained. The mall, concourse and tenant areas are allowed to be fed from the same sprinkler riser so lon~ as each riser is separately monitored and supervised per water flow and water supply meets cQde requirements for sprinkler dens- ity and valves are available and accessible to shut off areas controlled ~f tbe sprinkler riser, all as tequired by COd j. k. 1. The Fire Dept. utilizes National Standard Tread. Fire hydrants are to bave 4-1/2" steamer cOnnections. m. 2-1/2" base valves sball be located in all tire ex.it , .-- -- --,-.. corridors ,-8! ..0"_ back trom door leading._iDt!1..!'ollcours.!.....__ '.._ -.. -- area. Rose valves are not required to be 1D cabinets. .. {i~~~',:~,!~!~~t~~~~ ., , 15 --.. ......... ",., '" .-. -.... ..,..... ...., ~ :,~,.. ....... .....,., 1"- ... ~'~A-.JO.. . ." ~~. '.:" , . ... .. '..~. ...-....4.,~.'.,...,.. ,";' ..' .". -~. .... '..... "':""- "'.....,.....~ ".'0:'" ..........., ....-..'. ....~ - ."'" ..... ""l~'-."':'~'';'''!'"''.'''~''''I': ; :'.:--'~ N.... . ....,..,.1... ._._ . ,1.. . ," . \,: 8, ~_.__ cont'd) o. 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 each room. Aleo 10 lb. mUlti-purpose fire extin~_ uishers are requirod in telephone equipment, switch- gear and electrical eQuipment rooms. The Fire Dept. reserves the right to add/delete extinguishers on an individual tenant basis based on reco~nlzed good practice. p. A remote fire alarm panel shall be supervised by a remote monitoring 8tation such a8 Honeywell, ADT or Security Central. q. Alarm bells are not required throughout the mall. Owner will submit notification and alarm concept pbilosophy ud/or plus as required by Code. Owner will submit concourse smoke control concept pbil- osopby and/or plan8 a8 required by Code. APPROVED AND ACCEPTED THIS OF' , 1983 by: BOYN BY DAY , B 1ce reSl ent CITY OF BOYNTON BEACH, FLORIDA BY . '.. -.~ -. 0(0. ~_..._,~~,. '..:~"7:.!..:..~. ;"!;."':';~~=~:~~_~:-;..:'.:~::.=-.:::.~'~."~..i..~~ _:..... ._ " ~-~'-~ -- , - ----. -- .-. ~~~~~~::-" -.~,"'" ~ ......-~ ". ..,...,." ~"'"f":'''''' ,.-..,.. .....__. .....,......<r~"l". ...~... _,.... ".''II:_.'.~'_ .........._^..... .,~~ ....~_.-f .......~... .,.......,.-~. .-:."......:...-,...~....-.......,.. ...." .......';~'~.-_:.~.':"....................t.:. . I .! . '._.. .. . ., '. ,I ',' ';.' ;.." ..:.__.,....,_ ...: _'-., ' .", . ", ".. ._ ...... .'" ( c AHHEXATIOII AGREBMEJIT 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 "A", (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-ll32 and R-8l-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 Category, 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 "B". 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 Amen~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. ~ e 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. BOYNT?C?S~LTD. ... BY: ~\~ ~ Date signed by Applicant: ~r\ \ '\ , 1988 CITY OF ~TON BEACH ,if:! ~~ or At~~ City C Date signed by City: ~? , 1988 j @ ( ( NEW EXHIBIT "A" OOYNTON BEAOl P1\RCEL . 7 5.83 ACRF..s . ' A parcel of land lying in Section 19, Township 45 South, Range 43 East, Palm beach County, Florida, being m:>re particularly described as follows: Ccmnence at the Center of said Section 19; thence N.O"S1' 51 "W., along the North South 1/4 Section line of said Section, a distance of 35.00 feet; thence N.870SS'21"E., a distance of 40.01 feet to the principal point and place of beginning of the following description: 'I11ence N.ooS1'S1"W., along a line 40.00 feet East of and parallel with said North South 1/4 Section line, a distance Qf 1191.23 feet to a point on the South right-of-way line of Boynton Canal; thence N.8800S'26"E., along said South right-of-way line, a distance of 347.93 feet to a point; thence S.OOOS'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 hearing S.20005'26"W; thence 372.10 feet, along an arc to the left having a radius of 410.00 feet and a chord of 359.46 feet, bearing S.1400S'26"W.; thence S.11oS4'34"E., a distance of 70.00 feet to a point; thence 172.26 feet, a100CJ an arc to the right, having a" radius of 235.00 feet and a chord of 168.43 feet bearing S.9005'26"W.; thence, 182.18 feet, alOOCJ an arc to the left having a radius of 325.00 feet and a chord of 179.81 feet, bearing S. 14001 '53"W. ; thenoe S.02"01'39"E., a distance of 23.67 feet to a point; thence 94.25 feet, a100CJ an arc to the right having a radius of 60.00 feet and a chord of 84.85 feet, bearing S.42"SS'21"W.; thence S.87058'21"W., a distance of 50.59 feet to the Point of Bec}imlr19 and con~ining 5.83 acres of land, IllOre or less. ~ ( ( z} I I " ." 10.' 1 iiI q ...... I I b-----:~!~!.-~~~~---.J I .J~ W."'.A. ~_Orl"~. II I. ~ll:' I' . ~!Iil l)1 . . lD!I:1 '" I' 9' "'-MJt _-' ~ -lr - W~r- I I ./ OF~'CI! " . If. r l ~ ,. T t. '. . COIIIMttrCIAl. j _~~~~=.:f:: ...QAt:. f3.87A. . . CONGRESS ------, r-------~--------- l ,. . ,. 85" CANAL ROW.2.38A PARCEL 7.8.92A W.M.A. J ---- ' .rTl " , , I! " I . II I" I , I~l " Ig! . I i II " I III : 1=1 II'~: W."'.A. . ~l " . I I -dJ! I · ;COMMERCIA II. 3.117A.. I ." ---- .J....... MALL \ COIIIIMCIAL . . OFFH;6 . 8.sUe. .,~ --- -..;.-- a ~.' . . LEGEND: W."'.A. - WATER..t.iANAGEMEHT AREA Y////.A - PROPOSED OEPARTMENT 8T~RE BOYNTON BEACH MALL PAlM BEACH COUNTY. FLORIDA PROPOSED SITE PLAN ~ . . <'0 EDWARD J. DeBARtoLO COlU'ORA1'ION -B- I!)(HI.IT , ... , ~ ! , , .' ;~ " \,..^ i .... ;"'. \. st. lude martin treQlure COC\f.t .' regional planniQg council ill ~ ~rn ow m rID MAR z 5 1988 /~ J/i :./; L' I ~ IX) (~ --I II . . . Marcn 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 substantive as well as procedural matters were discussed. The following are major substantive issues raised: Habitat. Veaetation 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 ci ty. There Wi'.S also disc:.;s;;;ic.. about landscaping in 1:.ne 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. Drainaae and Water Oualitv 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 3221 s.w. martin down. blvd. sun_ 205 . p.o. box 1529 palm city. tlorlda 3ot990 phone (4117) 216-3313 Jlmmlnlx chalnnan thoma. g. kenny. 01 Ylce chairman john oear sacr.laryJlrMlsur.r don'" m. cory ..ecut"'. 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 acditio.....!al sq..;arc foot aye will La \".:UIlb't.rUc"teu as a 6ears 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 Oualitv 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 A~~rov3i ~~DA) f~~ this siLbstantial deviation. Palm Beach County 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..cllssed. outlined above, the matters were also 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"artm<!nt" of Cor.,.".l_mi~v Affair;~ city of Boynton Beach 4 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 inforu.ation in ADA questions 1-1J, 15, 18, 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, Florida Administrative Code, the applicant may request a coordinated review/conceptual agency review process. Such a request must be made prior to submission of the ADA. 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 preapplicatio~ meeting has proven helpful to you. If you have any questions regarding the DRI process itself or any issues raised with regard to development of the project, please do not hesitate to contact me. Sincerely, - ~ L. Christine Beditz DRI Coordinator LCB: 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 322ti S. W. Martin Downs Boulevard Su He 205 Palm City, FL 34990 (305) 266-3313 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. Wynelle 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 Servi ces 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 Smi th DRI Coordinator Resource Control Department South Florida Water Management District P. o. 60x 24680 West Palm Beach, FL 33416 (305) 686-8800 (For Indian River County) Mr. Bob T~lor, 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 \1 "''-II VI ~ coevt regIonal plannIng council June 20, 1988 Ms. Virginia Driscoll Greiner, Inc. P. o. Box 31646 5601 Mariner Street Tampa, FL 33630-3416 Subject: Boynton Beach MalI Dcvelopn:ent ,<:>f Rdgic;;al 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 Yubiic Facilities: Fire Housing Part III: Specific DRI Information 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. ma ..w. martin downs blvd. 1U1t. 205 . p.o. box "'29 palm clly, fIorlda :14990 phon. lt07l 216-3313 11m mlnlx -..... -g. kenny, II -- john acor MCretoryltrMsu..... dan.. m. oary .xHUttv. dw.ctof 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 yotl have al))' q1Jt<stlor.s reg'arding specific exemptions or the procedures for allowing exemptions, please contact me or Chris Beditz, neil's DRI Coordinator. / el~(', ~ L Daniel M. Cary Executive Director DMC/LCB: Ig COUNCIL Boynton Beach Mall o i . Cary Executive Director ~4~~u~ ~ Represen:t'ati ve d ~-cA.~~' L. Christine Beditz ~ DRI Coordinator Witness t~/r7 Date -o;h ~/n/ Oat&" / lloard of County Commissioners County Administrator Jan Winters Carol A, Roberts. Chair Carol j, Elmquist, Vice Chairman Karen T, Marcus Dorothv Wilken Jim W';tt I~ '-- June 14, 1988 OO[g@~OW[grn J UN ;~ [J i~8b GREINER, INC.l 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. 7el~: Kim Hanes, HYdrogeolo~st Palm Beach County Environmental Resources Management KH:sls Enclosure "An Equal Opportunity - Affirmative Action Employer" BOX 1989 WEST PALM BEACH, FLORIDA 33402-1989 (407) 820-2030 Suncom (407) 245-2030 -. --- -- E~ --. --- --0 --~ =-~.:: ;: :: -. -. -. _0 -. =. -:: -. -. =1': =~ =1: CITY of BOYNTON BEACH ~ of @0120E.BOynton 'oJ . P. O. Box 310 . ~,'o Boynton Beach, Beach Blvd. II""" Florida 33425-0310 (305) 734-811] OFFICE OF THE DIRECTOR OF UTILITIES June 20, 1988 oo~@~~wrn[ID JUN ;:'" 't~HH Greiner, Inc. PO Box 31646 Tampa, FL 33630-3416 GREINER, INC.; 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 - - " 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, Superin1:endeM~~Qf Public Water & Pumping Systems Pete~ Mazzella, Utility Inspector / " "" -. - .- "- ';0::-- '? -- ::::.- -- -- <I..a_ ___ ..- --..- ~--..- f...,_r:- ._'-0. '.........,-... " --- --. -. -. -. -- -. -. -. --. --- --. --. --. --. --- -- -. -- -0.;" -. -- -- =- _l: -- -. =1:' =~ ==~ CITY of .) BOYNTON BEACH P.O. Box 310 June 15, 1988 Ms Virginia L. Driscoll Greiner Inc. P.O. Box 23646 5601 Mariner Street Tampa, Fl. 33609-3416 rnrn@rnow~[ID JUN 1 " 't~tjtl GREINER, INC.l 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, ~/9-r RLE:he Robert L. Eichorst Acting Director, Public Works SIC Coda !.IST OF l'O.I..:.o1J:U!. 'U,..un017S IiAS't% ~RS 3Y SIC COOP ".s ca, tYl'.. O..cripcioll 01l.5-o783: AGUCM.%17U Oll' 01.31 01.32- 01.3~ 01U 0171 0174- 0181 0191 Olll OllZ Oll4 lZ91 0711 ')721 07U 0724- 0729 0751 078%, 0783 1811 08n ,,~1 AlC .uc: Alc:. .uc:, Ue: .uc: AlC .uc: AlC uc- ABC ABC ,-\BC. .ulC'! ABa !.2n tt U ..\. c-: C4C1:lRl. 1"oa-=co Sqar C:opa . 'T..-C&b1e GUi. lfal_ Fanrus hnT C:opa. Cic:u. rnic. GE'aWers Q:rft---ft~ Floriculeu:re &, ~ars.ry ?roduccs c;.aaral. Fa:rme, p~i1T Crop aeel. Coac:l.. F..lo a leU Coac:la, Ul:apc Feedloa (..~.. a-chul Sh..p GUi. t;.xc :UlII8 ~~ !.i_sCO" Soil ~p&:raciaa Sa:r7i=a. Crap ?1_ciAe. Cw.ci_eiaa. md. ?1:'OCK:iall Cza,J. lIaz'9uciAC. Primarily by ~lI.iA. <:DC:aIt G;ww-tftC' ~ C:op Sarri.ca. , Uveaeock s..:n.ca.. Ul:apc: S.rricas for AIlilllal. S".-i~liCi.. t.&1nt: mA:. ~Clt~ S.:r7ica. 01:"" /leal. Sh=ia mcL tr.. Sarrica. ~ Ar 08U~851.: FOUS'!U' ABC ABC' . 't1mil_ 'traccs' Foz:.. c: :fus.ri.. &. tr... Seed. G.&a.riAC &. tz:nc.eiAC F=-.~ s..rrica.. ABC'!' LSII-L799, Cuno.~O~._ON L all. !.2WX'1' t5Z:' :2W%r L711 n L7~ ..'X:.:- Li4,3 ,- - L 752- JIU ilipv.y aut: S&:nIal:' ~.c=ciOIl !r-4C", !uIm..L. met n._cad :i~... ':.:I1l81::"..1c:i_ Plu.aizlc. !la.tiDe (Ul:epc UK::-ic) met Air CaaetieicnsiAlf' raiuc~. ?ap.r :aaciACi md. 'acoraci:c. ~e.~ c-.l::lICeio1l, RC !".~:O, !il.. ~1.. GUi. :!o..ic .orx floor t&yi.zll' ami. Ottl.r F".oo:rwan, !JEC "!.aci1' :.:tduaC7 lias :._ i.d_ci~ied u &. :loc_c:..a.l r-neracor J: :uardoWl 'la. Oil cll... bui.s a.1:' a., iDctusC1:'y _,. ,__a ca. corro.i..... rsaccive. i.i\&ic.ab1., met I or :oxic .".. cu. Tor !ZaIIqI1a. S-...c :x. 1J71.l. Sail ?':e!l&:r:tcioll S.m.c... is a !loc_ci.1 i_.racor ai caxic jl..cicici. w..cu. E:.ci1 SIC cad. Uaced i.A tAb1. L ~ pr..ia1l81,. becm do~ncad in en. ticeracure ~ << ~acencia1 ~.ne:t':1car ,: :tuardoua '.a.ca.. ~ . ~ac ~Iaewaere :Ia..iiiaci. SOURCE: Guid~lines to Conduct County and Regional Hazardous Waste Assessments. Florlda De~artment of Environmental Regulation. January. 1985. (conti nued) SIC C~d. .0" Ce :yp.. ~.criptioa 176l 1793 179~ 1799 r.:' t:: ~ JJ:I.?iT' !DofinC and Sh..c l!.C<l~ 'oork Glue aDd Gluuc- 'oork s:zcz..acul md. :ound<lcioa :Jork Special.. TrU.' COIlC%ac:ors 203"2-3999: lWfll7A~ DfDusnns 2032' G1IJU. 2091 GlIJL:t 2Z3l L:! 2251 L:! 2252 L:! 2~3 L:! 2254 L:! 2~7 Ul ~8 '-=1. m9 ~ z:u U! 2262 ::i 1269, L:! %211 L:! %27% IJl 2Z19' L:! 243~ JUr 243'- JUr 2436- ..UZ 2451 JUr l4SZ JUr 2491 !l 2491- t.-. .. ~ll ~ ~1~ .m.oPQ- :.517 ..~ ~19 ..1aJfr ~21 ~ ~22 ~p ~41 ..~ :.s42 mulpoq 2611 CSTr 262l. ~ 263.1.. UflI'r! 2641 tI.l 2643 ::,p' 2$4S !:tl' 264Q !I.2 26009 tI.l' 2631 a.2 2652' II.1' 2533 !I2 ~-..~ Speci&l:i... ~-.... &lid. ClIhct Filii. md. S.uoaci.. ka_ Il___ Fabric: lfi1I.., liool If, ... Full Waldl cd. ~ ioei.ry lIoei.ry, UI:."e Ii_' s Full t..ncdl &, tAe. t.enct tlU.c OW:a~ar lfill.t tlU.l:. 1Jad.rvear lfills CircuUr tDic- Fab~ lfill.t ~~ ~l:. Fabric l!Ills ~c:izlc-: MUl.t. NEe :;iniall.rs- of Brcu l1_u Fabries of C~ceoll riniallen- of B=u Ii_en. :abrics of ~-iUd. rUler cd. Silk ..iniallen of Broad. 1109'_ :ab~:s, ~-iUda :iller aaL Silk .Il___ ~a. cd. i1qs 'l'iIft_ ~a' &lid. aup C".1r1Iea aDd: Ibzp, NEe \load. ticchu. c.aDu.a' ~oci; V"..er &lid. i'lywooci Sall._ocL V"~ cd. PlywQacl. !!abile. ..... ~ril:aca lJoad. allil.liiDCs &lid. C~oa_c.s lJaocL "'".e~c-. P~laboari llaaci. !au.aau Furtli.eur., uc."c. 1Jl'lIolseaz:ad. ~ul. iallaehold. 7urtli.=. :OOaci. 1"r aet. llaAio c.bu.c:s !auuold.. r~=., NEe ':laocL Ol!~ie. ru=i 1:"=. l!eC<l.l.. Ol!!ic:. F=il:llr.. ;laacL. i'aznc.cma aCl ;ix=.. ~u.L !'=ticioa. md.. :i:ttures l'uJ.p. tills. P~r :!ill.t, !zc."c; au:i.ldinC ?a""l:". ~ll.s t'."erbaan. Ulls P~er. ':-cin~ GUi GlOlzul" 3&p, tzc."c:- Tutil. Sqs Di~lIc !'lqIer &lid. !'a"e~card met C<lrdboari h-e..ect ad l!old..cL Pull' Goods' C4IlgelM:ad. P~r cd. l'.~erlloard Ii rodw: e~, llEC ;ol.ciuW- ?:qIeno.n 30.. Sec:-u,. 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I.iQo~allil~ ~C- azuL Pac~ PrizlcizlS' C_RiAl l'ri:cizlC-. Grzwzoa !!&ailold. BuiD... 'Onla' GnecizlS C=d. ?ublial1iDC B1Gklloolca, Loo.al..I aw.r., met D.vic.. BooklliAli-iDS mci. ~eaci lion tnI..ae:iA.. 4.llc.ali.. mci. Clllorizl. tAoqBiC' !'i~a UIAua c:Ul. tAoqaic. Ch.u.cab, :i!C Pl.-tic., l!acari&l., SlIld:..c;.C' ,Rum., cd. !rGa. .~~~;..J.l.: Elaae_n S"adlecic:: !lUbe~ .c..UlIloaio:: lfa~a rillus SlIldla~ OqBic r.il:a.:n, uc,"e ~lllllo.ic aialocil:a.L l'=clllCa ~,"i<:.;...la. mci. 80aJUcab pIo. _~al. l'n~aciOll' '5_", mci. Other O.ears-a, u.c:allC: SlIeci.alicy C't-......~ S" ~i...Il:'T CIa~, ~llal1.., alA 5eiucioll ~acioll. S~_a' Ac:ci".. Ac-a, riAi.sl1iDc Acma. Sa.Ll0D&cK. Ow, azuL ...ia caa h.' " c:.,_cics, -.ad OCher 1'oil.c l"l:"lI.raciOll. l'lWI~ GIlL Uli_ hDciw:~ a- mci. Iiooci. 1::1-'; ~.ls Cyl:lic- (CoaJ. 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"~aotw:a, G.uk.a. hcXiA, met Sea1in, iJeri.cu 51_I:' r=acu, Se..l 'Jort.." cd acllin~ ltill.. nec~ull=lic:a1 ~w:e.. Sta.l. lOiz. 0nriA, aui St..l. lIaiJ..s met Spike.. CGld. Ioll_ Staal Sh..c, Strip, aui llars Staal Pipe mA. !'WI.. GI:a'}" tm& roazutria.. ~leabl. trail; roazutri.., Sta.l. roazutria." :me: ~ S_U:i:S': mA. a.jO.;ftillC of tAm ~ S-1=~ azuL. aafiDiDC at %inc:. ~ P1'act_tima o~ AlUl8izma- ~ S-lt:i:C mA. lafini:, of lf011:fa=u.s :!acab, lIEC" S-GDd.arr s.alt:i:, aui wini:c or ~oDie=u.s :!acal.s !olllDc. Or.oriD, mA. ~nc ~e C.::Illper' 41'-.991_ Sh..c., ?l.aca. md. :oil llt.M_ !zE=d.aci haducu ,u._.;- aolliq aui ilrav:i:c. :fEe . !lGJ.l.i.Il,. OrmriD, IDd !z:=dinll or :f011:far=u.s :!au!., It:a:.pc CDllP.r cd .u.wUAUIIl' Or.ariD" IDd !:lsuuci:" ~l' :f011fe=ua ~i::'e 41.-.- P'oaaAri.. (C.aeciDcsJ aru." a~. ~per mA CDpper' a... 4.110" 7011111iri.., !I~.=otI8, FaaDliri.. (c.u c:i:p ). IIEC :!a~ ileac:; ':':8&.:i..,,- l'rimar1 :!au.. ?~W:1:", JEC" :!aul. C-.. !!.al. Shill'UllJ ~al... O~. ~lJ~, md ?ub (Ilrua iaiini.sbi:C) Cucl.:y :l!:C a- :loe d~ewi1er!! :.!..as3i!:.4d ._",~.,_._;,.~._.,~.,.__ , ~...__....~_ .~~_v,_._. ~ SIC Cod. 342J 3425 3429 343l 3431 34J3 3441 344%. 3443 3444- 34460 344.8 3449 3451 345 Z. 3462- 3465 ;469 3471. 347' 3482: 348J ." 3489' 3511 ;519 35%.3 35%4- 3531 3531 35.3J. 353'- 35.37 3541 354%. ;s.w. 3545 3546 3549 3551 3552- 3'-3.3 3554 3555 J5.59 3561 356% ".o.lti nued) ~... ca :}'lJ.. Osseri;ll:iol2 :WWPQY. aaDd. mci !:ci,s :oob. ::ZCe~~ ~e!lins 1'oob mti a-ci Sa.. a-.i. Sa_. & SO' U&cies ~ue, me ""~r_ troll mci lla~l Saniury liue n-oiDc- riz:ure rictiA.s mcl !rilL (llz-a.. QQoci.) hal:iII~ !qw.plMnl:,' uce~e. !:lee:ric. met '.lant Air ' r__a., raln~icac_ SCZ'llCClIZ'al:lla~1 llaC&l. Coon, SMil, Fr_., l!a1eiill.s. mcl 1'rims. raDricacaci. Plu.. lion. 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Pompano Beach Service Center 2700 NW 48th Street Pompano Beach, Florida 33073 305/973-6666 In Flonda Watts: 1-800/432-4526 ill~@~nw~rn /l.UG 01 1988 GREINER. lNC.i TAMPAi fL Dear Sir: Thank you for Management, Inc. Cherni ca 1 I~as te 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 cornpanies 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 handling from emergency responses to abandoned hazardous waste site projects. We also provide regular transportation and disposal services for small quantity generators as well as packaging services for hazardous iaste. Pompano Beach is a full service organization providing hazardous waste handling capabilities from initial investigations, feasibility study preparation, through actual removal, transportation, and disposal utilizing one of Chemical Waste Management's many approved hazardous waste treatment, storage, and disposal facilities. All Pompano Beach operations are done in strict compliance to all applicable Federal, State, and local laws. The Pompano Beach 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,STP 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 wi 11 assist you in your efforts to properly handle 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 filled out 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 mlnllnum 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 be!!'n 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 not hesitate to contact us if you have any questions. Very truly yours, ~~ 0~7 Glynne Callaway Sales Coordinator GC/dk Enclosures: Brief package Waste ProFile Sheet Sample Kit (08/BRIEF.PKG) CHEMICAL WASTE MANAGEMENT, INC. Emelle, Alabama BRIEF DESCRIPTION The following is a brief description of the Chemical Waste Management, Inc. Treatment, Storage and Disposal Facility located in EmelIe (Sumter County), Alabama. PERMITS 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 EmelIe facility is located in the Demopolis 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 6' 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 cons it of several immiscible liquid phases. DIPPER Free flowing one 1 ayered 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 EXPIRATION DATE State of Alabama Department of Public Health Division of Solid Wastes and Vestor Control. Facil ity Hazardous Disposal 2/23/78 EPA Region IV, Part A Facil ity No Number 11/19/80 Interim Status Permit-Part B Submitted EPA Region IV 6118178 PCB Disposal in Chemical Waste Landfill No Number EPA Region IV 10/9179 Non-ignitable wastes with less than 500 ppm PCB No Number State of Alabama Air Pollution Control Commission 1/3/80 TKs #1 and #2 (15,000 gals ea) Day Tank (5,000 gals) 412-0008-l002 ADEM Decant Facility 412-0008-l003 1/7 /83 MISCELLANEOUS DOT ~pproved Drums may be purchased from a drum recycler. Dealer names 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. ~ Chemical Waste Management An Overview Background '111t: Chemical Waste Management (CWM) Pompano Facility is a fully permitted hazardous W'lste tmnsfer slation in Florida. aUlhorized hy the EnviromnentalProtection Agency and licensed by the (Fla,) Department of Emironmelllallkgulation to slOre and transport hazardous waste. Purpose , Florida prohihits the disposal of hazardous waste within the state. CWM/Pompano serves the needs of small husinesses in properly storing and tmnsporting this waste prior to disposal. CWM services approximately % of Florida, prmiding hoth economical and secure handling of waste. Definition of Hazardous Waste Ilazardous \\'aSlc is any end product or constituent dlat is either a potential contaminant of ground water; or is potelllially llammahlc, corrosive or reactive; or is identified by the EPA in Code of Federal Regulation (CFR) 40 as heing a hazardous waste, Dry cleaning lluid, paint thinner, nail polish remover, and ink used in newspapers and magazines are all defined hy the govenUllent as hazardous wastes, Site Details CW~I/Pompano, constructed in 1980, has been in operation since April 1981. · '111e site is permitted for a maximum storage capacity of 180 drums. · Inspection of dnulls and the Facility are conducted and documented daily. . All personnel undcrgo a training and certification program, · 'Ihe site (approximately one acre) is completely fenced. Method of Transport and Storage Once a COlllract for W'Lste transport and disposal is executed, the generator and CWM share equal respon. sihility '(,r proper transport, stof:lge and disposal of waste, · CW~I dri\'Crs check that generators have properly classified, labeled, and packed each waste stream, prior to transp{)rt. · Upon delivery to Ihe Pompano Facility, an on-site chemist performs a lab arutlysis of each waste stream, com- paring results with those from a previous test sample, as well as with the manifest description. If any discrepancy is f(llInd, it must be resolved before CWM will accept the waste. Otherwise, it is returned to the generator, · Wastes are classed and stored according to compatibility in a designated area, specially outfitted with c()f1tainment ha)'S. · Each general or is idelllified hy a separate, non'reassignable number for ac.curate tracking, · Waste stored al the site is tf:lI1sported within 90 days, Average turnaround time is under 10 days, · CWM/Pompano docs not slOre or transport any mdioactive, pathological, reactive or explosive wastes, Strict Controls CWM/Pompano is closely regulated by numerous government agencies (both state and federal), In addition, Chemical Waste ~Ianagement, Inl'. has established 'its own system of stringent internal controls that further expand on go\'Crnmelll compliance regulations, .~ecessary Solution CWM/Pompano and its closely scrutinized Emelie, At Disposal Facility serve to safeguard the public and the emironmelll from careless and undocumented disposal of hazardous wastes in unidentified sites, Proper management of hazardous waste, as undertaken by CWM, helps to ensure an ecologically safe and balanced emironment, .~ Chemical Waste Managelnent Regulators of Hazardous Waste Major Regulators of CWM/I>ompano: · lI.S, Emironmental Protection Agency (EPA) · Fla, Department of Emironmental Regulation (DER) . 1I,S, and Fla, Ikpartments of'lblllsportation (DOT) · Ilroward COllnty Emironmental Quality Control Board (BCEQCB) · Dade COllnty Department of Envirorunental Resources Management (DERM) (For hazardolls wastes originating in Dade County) Other Regulating Agencies and Laws: . Occupational Sal"ty and Health Administration (OSHA) . 'Ibxic Substances Control Act (TSCA) . Resourcl' Conser\';uion and Recovery Act (RCRA) . Sak Drinking \\;Uer Act . Ckan Water and Air ACls · Comprehensil'e Emironml'ntal Response Compensation and Uability Act (CERCLA): "SUPERFUND," Everyday Materials That Can Generate Hazardous Waste . Newspapers and Magazines (printer's ink) . Dry Cleaning (cleaning fluid perchloroethylene) . Nail Polish Remover (solvent) · Cars and Boats (crankcase oil; fiberglass resins; silver and chrome plating) · Film (photographic developing and printing chemicals) · Computers (circuit board manufacturers - various corrosives) . Paint and Paint Thinner (Solvents) INSTRUCTION Fun PREPAIUNG UPS I1AZARUOUS MATERIAL FORM: (SIIIPPING PAPER) III order to comply with IJcpartment of Transportation regulations (CFR 177.817) UPS shippers of Hazardous Materials will prepare a UPS Hazardous Materials Form (Form UlI14) for each parcel requirillg documelltation. All entries must be legible alld pI lilted manually or mechanically in English. Affix form to the parcel. next to the address label. (Note: UPS Hazar- dous Materials Form does 1I0t replace or supersede other labels-or marking required by the D.O:f.). 11I1"""" ---.. ................ -- -- IIltu..... ::::':.":'-~.. .....-..- --. 1I1U1ISI1 --,- ...,_....~.... -.- '''-''- IIIfll_1II -.....- .....-.......... --..- ,..........- E:o::ample or proper n.O.T. Shippinp: Named Hazardous Malerial shipment in a Quantity that requires a D.Q.T. Diamond Label. Example showing N.O.S. (Not Olherwlse Speclned) entry when the actual chemical name (Tr;ethylenetetramine) is not a proper C.O.T. Shipping Name. "'1,..lIIt --..... ............... .....-- -- 'wn' f3:\flJl1!11... ..... n~tljJ2____nn "'""1lII _........... ..........-.. .....-......... -- 1II1.111Stf --.... ""_~",,,,,, -......-. ...-.- SIIlrrLJ,UI.INN,..,I,....lI "'...u,......,... ........... II "''lV' ..--.- =-=~=:" ..........- Ltd Qly or Limited ()uanlily entry when product and volume ship- ped permits an exception from n.O.T. Diamond Labeling. Example of 8 D.O.T. exemption where a D.O.T. Diamond Label Is not required. IllltAllIII --,..... -........... .........~.- -- M'fll,," ----.. .........-- -......- -- III lUllS" -.-- ........1..".... .--..-- '''-"- ...,,'" =-===~ ........~..... E,;ample of a IIall1rdotl!\ Material which requires two types of Diamond Labeb on the same package, and both label types on the same S part forn!. Example of a shipment with a Reportable Quantity (RQ) of ,. Hazardous Substance. . , IlEMEMnEIl. TIIAT OltM ITEMS DO NOT REQUIRE) A S PART FORM (U1114) OR UPS SIlW.l'ER CERllFICA. lION (UIlOS). UNI.ESS lllEY MEET HIE DEFINll'ION Or A IIAZARDOUS SUBSTANCE. -.- Lo,,,,,... h....ln........ ...... ..._...._........... ....41. _."WI .. .t.U. U..... D.O.T. HuardouI ............ Ie to be tfMlPOfUd off...... . Chlmlc.' W'III "8NllII_t Roqul--.t.: ~ SoIM Cod. I'-td be on ... ~ lop 0' HCh drum. ....... lop rlght-hlnd _ 0' 11M W.... ...t..... ,,,,,He ShHt. liAR DGOGOD . U.5. D.O.T. Requlrlm...II, I' dl.crlbed In 4ICFR ""'--- , Pin 172. _ ---..... D.O.T. Libel UDUD HAZARDOUS WASTE ---------. . U.5, EPA Requlflm...tl, II dlscribed In 40CFR __ Pin 262.32. ------. ..-====--=:. =- ~ - - -- . - -.-.a- 1'. c.. - .,-_ 1:10._ HAlIN.f WIIH CARf! ------ HIZ.rdOUI W..t. LIIbR (See nut poge lor ..mpte) .... . DRUM SHOULD HAVE NO OTHER MARKINGS THAN THOSE INDICATED! ~ HAZARDOUS WASTE FEDEJW.. LAW PAOHI8I1S IMPAOPER 0ISr0SAL ., RlVND. CONTACT 1liI NfMgf r'OI.JCt. on f'UIiUC WIlY AUlltOMY. on 1liI U... IIA~ -~t(1'AL ~,..,_ ~ ,..~ .,., D.OT. .-..-...... 1M CIII.... "" It tI .""A1Oft H <l/:. V.lQt ~ AM: ~'CAL _ANr ..e__ III MAIN _.--.aT CIrI .I"I'~IIII n . MD. ...... Ill.."" 1CIICIUIl4l1l'..AJDI lf~a.II ..1... 1f.1I AI. ~ Jill I 1M WMII_ ..... WI............. --YfJ.... IIU. HANDLE WITH CARE! CONTAINS HAZARDOUS OR TOXIC W^STES -- /@"'" <--~. '. \ il::m>") "'''W,~/ "",,:/ \ ' HAZARDOUS WASTE MANIFEST (As Required By The A'abama Departmenlol Environmenlal Management) 'I"""e prill! or l~p" (r l"nl rlr~'g""d fOf IISf! f'n eli'f! ,'2 ,pllch) l),,,('wIller.) ronni\nW'N(!<J OMO No ?lY..o.{I019, E~ 9~M '-UliiliTiiii\i ii^~^ii[ii}Us lA" ~e;'D~~','~~~:'~'~2N~2 ,2 ,2,21 y;i~~i,~11' 2. Pa9" , l;'"'""nlltiO" in the !lhedec1 IIUHt!l WAS' E MANlfES r 01 1 i!t n"l rlQulred by Fed"'lll Inw --,-r,~'~ n,,;~ ;pa"oam;;g-^;T;te~s +,;Sl",n.~!""hll>oc;.,!!,!!! !!.~'!f...\J~r MC CII[lI/ CAL ~::-: CWMA :3ql~280r..Ii;~l~". 123 rl~ i 11 St"eet Ri I'lIIillllhalll, AL 35211 (205)123-4567 \8. S~I', G'~"l)1" .fY. ,~~t.~: ;;:.f{ t::.~ \ '.~ . C;",.",lIlol. I !'Pl''' , , f, . '. :. ':} h"-:: ~h.\~ ~d.~ i-~ S-T;~ , :-:;;;;~"ITi",f' 6 US EPA 10 Number .c. S"le TranlPOfl8f"' ~:., l:ri~r::r. t:...,..,.,: El1vi!'Ol1l11el1ta 1 Tral1sport I A,l, D.JO, 0, 0, Ill, I, 1,1, 1 .6:1rinflporwr', N~ : J 1 I : f ~ '" I I, .11l~r""I"r l-t;;-;j;f:m;r'J:irn~ B us EPA 10 Number E. Slale Transport",', 10 I , , , , I , , I I I I F. T'.n~po'le", fhe>ne ' . !""'"- '";;~~:;7i1;iy 'n;lr7i~-Sii;-Adiif""S 10 US EPA 10 Number o.Stlte f1cllfCy', 10 ~;; i ..1" lJ"'~~~;.;"'f . CHPlICl\l '.F.S rr- r.1NI~\GFMFN' INe ..', ,'~',;! ,;'!':.'< 'Ij EIl"'ll" rlll;I". H. FACiltt,'. Phonl'l .' .;t.;,;I' ~~:r;1..... ';ilJ Alnll:l'll;'l HI(J!"'I, 17 ,1/ I\hl" Marl-;"r IG3 1 A, L, D, 0, 010,6,2, 2 -,6,' 205/652-9721 'i !, .~, !Ifi' 'r __~.~AI.l!:!.:.~,_I:lg 12. Containers 13 " " " , I ",. ~!t " US Oaf 0""0 'I'Il!Jllllnrf..(/m9 rrnp,., SrJ/rp/fIg NllTn~, Harard Clltss. and 10 NlJ"'b~,' TOI:lI Un.t , ~ ~~ i . f.' . ~ N.. Type QUlnli,y Wt/Vc . Wine No, "'S" . . ' G i.-- ;iG Haste ri~lInllabie Li qu j d , fLu.s. - t r T" I" I . ", '.ill '~':lN" , "',~,l.i!v'\ " Fl allnnab 1 e liquid U'I 1993 (DUal) >'j"""W''''"! tlAR 000000 0,0,2 C, ~, 0,0,1, 110 G I. UOOl'" . c\Vr.l P,ohhl Nurnbrn ~I ~" ,f'l i~ ,I " ,,- "'- --- - - ----- P';";':;';,,! A . IIa za rdou s \I~ste Sol id, N.O.S. ....",. . 1 ':fUo07r (Ii;,' 0 O. R."l. -E, IIA 9189 MAR D11111 0,0,3 C, M 0,0,9IYJO P r i[),~Q~f:n " CWfl.l PrO'd,> Number " .. - , - "---_. c Rl) lI~z~l'<lnIlS Subs tallce Solid, N.O.S. ,~.:,( '~.~;'" ~ ...~I~t ~'" .:1. ',"" ,.,. ./;' O.R.H.-E, IIA 9188 (PolYChlorinated Biphenyls) . '" h .,;~ .,. \li ~ . ,., ,.; .'. ; I N/A~;''''':';: __~__ _. __. CWl\l Prollll' Numh"1 ~1l\rL..D2Z??? 01011 CIW OI0'7,OLQ P . ',.~ d: "- -.--- ~ i. ~~:':! ~. .:' .r, ; lO.' d ... i ""t CWl\l P'ol,,,~ Nurllhtlr I I , LLLl \ ;.' '~:}:H:: ~;'~} J.--~mJif,on:;r. [);:;;;:;;Pj;;.;;;; r.;; -U,iO!tiiijr,- U;j;(J'- Muo...e K. Handling Codes for Wasl.. Usted Above , , . , capac i tors for incineration .n\\ t\)~' " , " , c. large I, 0.. .. I 'h~: ~~ ":\:;,1; : , b, d, 15. Sp"c,el Hlu''''''''Q i",,:,,',el'''''s and Acld,t'oll:ll Irforma'.on ~~.. '-If,-G['N'fj'ti\iv~ <:Tiii" If';AJIUN II"''''I;~ <!...:I;I'" II..I! rI,,~ f:Olllc,U<, of Ihl~ CllIls'!l'"nl'111 ar", 'ull" and <tCCUI,ll,.I~' tl"spI1J"d ,'b,n,' I,. ["' -'I'''' 51\"'r""'I"! "" 1<-d ,I'" f',"".,!!>,!! 1',1'-~"'1. 1Il;1I ~"11 .ullllah""'ll ;Hll! ;111' III .111 ",r,rl('els ." fJ'l,"IVr.r t:ond'llon 10' If:ln":ll\'" tl~ 1",~I'w:l~' "q,..,,,,,,t,, -'IT' .t-t.. "ll""'.""",,], .1"" ",lh""..1 !l""""U'"l'" "'IjUlilh""5 1"'''''.11..'';'' ]"-"-"'.'1"""'-'1.., ":"'1,1, tl'.lI t h'-'V'!.l 11'''1)'''''' '11 "Jill:<"" "'duc" II", vohuut! il."j Il"'Clly III w;t51" ?'~I"~r.H"'II" II'"~ fl,'?"'o:' I "/!Iv" d~ll!fln,n~d tab.. ,.r""("""'-'!!,I'" '. ,! I" ,""! ,h.., II,..." '..,1..,:".,. It". 1".1( I":"lblt~ ",,"ho"..f "",I'''''ml "llll;lflr:'. 01 'J''':I'O~,'Ir.lJlIl!l"llly .hta,I"H'! 1(1 m" W"T" "'II""'""S Ik"pr"<;'!"I/tnd 1""""""".1' 10, "'J"'_": '"'.11''' """ ,I", ".,,,,, "'Hll"l1t on. ,II illn a r,m"Uq",III"I, '1"nl!';,I(1I, Ih<lv,' "'ade a good 1:I/lh('''o,IIO "',".m",! "'1 w<lSI@g'!nr'"lona"dselecl fl'" ,...... ".1-.'" "....."'1'..".."1 H"'ll"'d Ih.lt,~ ;1\.""II"hl" ") H'" ;lnd Ihi'lll (;In.,Il'',,l -rj;iii;:;;j -1YP;~ ~j~,;;~ ----.- W~l- A'~, f'A' Momh Ve, YI!'''' SNl S~1l1 /I 1011 1 11.7J(18 I 171'''''!':rtOlIl!r 1 A".f'''wl"dgmllefll ., Rr:'c~ipl of Materials . -~jtij;(i~l~ ~r~;,;;; r~~~J: ^ ~ Momh V., Yl!'er " GEORGE AOAIIS 10I/1/171.f'l.f s r 0 18 'uln""o'J'!r 2 f\~~''''wl'''19'''Il(,''1 .1 nt'':~'PI .1 Malerials " , --Prinled:-i;r;;a N~;;;;; - , I SIgnature Mtlnth V., Ytar . 1 , I , I , " 19 O,sc'f'p.,ncy Indir.,,,.,,, SI1<tce , . C I I I 20fncilily OW"'" ., OI'''UlIOr Cl!l1ifi(nlion of fr-ccipl 01 hOlerdous materia's covofed by Ihis manifest except as noted ;n Itf!m 19, T y -Y;;iiiif;i/Tt:r;d 'N~ni;; , SiUlIature Month VI' h", I I I I I I -- .. Fr'Ar"'mp,fWln In(~ Q,llI;ll'I""~I';""''''.''llSt''~'''rlr ("1"01.-1.. "... C) Where Should I Send My Completed J,'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 hcre, the-U.S. EP A and many States 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 a1ld co1lfu.sio1l, follow the directi01ls for your State very carefully. Alphabetized State Listing Of Hazardous Waste Contacts Alabama land Di\'i~ion Alabama Department or Environmental Management Sl:!le Cllritol Montgomery, AL 361J0 (205) 271.7730 Aluh ErA Rel!ion X \\'a~le Management Branch MS-lJO 1200 Sixth Avenue StatUe, WA 98101 (206) 442-2777 Amulun Samoa 1"0 OhIQ," Irr(or".otion or Form.f Contact: Arm'rican SAmoa Government [J{"rn11ment Clr Public Works J'a~o Pago, American Samoa 96799 (Commercial Call 6JJ-4116) Moil }'our Complt'll'd Forms To: . V.S ErA Re~ion IX ReRA Programs Section (1-2-1) 1 ('Oxics and WI'I~le Management Division .2' 5 flemonl Street San Francisco, CA 94105 Arbona To Obtnin Information or Fmms Contoct: Ariznna ()tpnrllllent or Health Servjces 2f}05 N. Cenlrnl, Room 301 Ph0enix, AZ 85005 (602) 257-0022 Moil rour Co",pleud For",s To: U,S. ErA Region IX RCRA PrCl@rnm!>Section (1"-2-1) 1 nxks And Wallie Mana!!emenl Division 215 Fremont Street San Francisco, CA 94105 Arhnsu Arknn'8~ Depnrtmenl of Pollution Control Solid and Ha1ardous Materials 1'.0 nox 95R.l Lillie Rock, AR 72219 (501) 562-7444 Clnfornl. 7'0 Obtain Information or Form.r Contact: California Deparlment of Health Services 'I oxic Substances ControllJivision 714 l' Street Sacramento, CA 95814 (916) 324-1781 Moil rour Com"lned ~o'ms 1'0: U.S. ErA Re@ion IX CR^ Pro@'am'SeClion<1_2_1) Ixics and \Va.~le Management Division ..115 Fremont Street San Francisco, CA 94105 Colorado Colorado Department of Health Waste Management Division 4210 E. 11th Ave. Denver, CO 80220 (303) 320-8333 Connecticut Connecticut Department of Environmental Protection Hazardous Materials Management Unit State Omce Building 165 Capitol AVe. Hartford, CT 06106 (203) 566-5712 Delawlre Delaware Derartment of Natural Resources and Environment Solid Waste Management Branch P.O. Box 1401 Dover, DE 19901 (302) 736-4781 Districl or Columbl. Depnrtment of Environmentltl Services Pe!lticides and Hazardous Materials Division Room J 14 5010 Overlook Ave., SW Washington, DC 20032 (202) 767.8422 (Florida ) Solid Wa5te Section Florida Departmenl of Environmental Regulation Twin Towers Office Bldg. Rm.421 2600 Blair Stone Road Tallahassee, FL 32301 . (904) 488-0300 Geofl" Land Protection Branch Environmental Prolection Division Georgia Department of Natural Resources 270 Washington St., SW Room 824 Atlanta, G A 30334 (404) 656-2833 Guam To Oh,ainl11/orma,ion or Forms ContQC': Jim Branch, Administrator Guam ErA P,o, Box 2999 Agana. GU 96910 (Overseas Operator) 646.8863 Mail Your Comp/~'ed Forms To: U,S, EPA Region IX RCkA Programs Section (1'-2-1) Toxics and W ftste Management Division 215 Fremont Slreet San Francisco, CA 94105 EPA Form 8700.12111-B51 IV. Linc-by-Line Instructions for Completing EI)A Form 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 sl,leet applies. Items I-III - Name, l\Iailing Address, and Loca- tion of Installation: Complete Items I - III. Please note that the address you give for Item III, "Location of Instal- lation," must be a physical address, not a post ofJice box or rowe nllmber. If the mailing address and physical facility location are the same, you can print "Same" in box for Item III. 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 neceSSl1ry to list more than one owner. B) 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 Fr =Federally Owned. Privately Operated 1'1' =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 1'1 =Privately Owned. Indian Land Fl =Federally Owned, Indian Land C =County D =District M =Municipal P =Private S =State Item VI - Type of Uegulated Waste Activity: A) I1azardous Waste Activity: Mark the approp- riate box(es) to show which haz,ardous waste activ- ities are going on at this installation. I) Generator: a) If you generate a hazardous waste that is identi- fied by characteristic or listed in 40 CFR Part 261, mark an "X" in this box. EPA Form 8700-12 (11-85) b) In addition, iJyou generate less than 1000 kilo- grams of non-acutely-hazardous waste per calen- dar momh. mark an "X" in this box. 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 XI. Refer to Part 263 of the CFR for an explanation of the Federal regulations for hazard- ous waste transporters. 3) Treater/Storer/Disposer: If you treat, store or dispose of regulated hazardous waste, then mark an "X" in this box. You are reminded to contact the appropriate addressee listed for your State in Section III(C) ofthis 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 hazardous waste must place an "X"in this box ifan injection well is located at their installation. An injection well is defined as any hole in the ground, including 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: If you market or burn hazardous waste fuel, place an "X" in this box. Then mark the appropriate boxes underneath -to indicate your specific activity. (f you mark "Burner" you must complete Item VlJ - 'Type of Combustion Device. .. Note: Generators are required to notify for waste- as-fuel activities only ifthey 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. B) Used Oil Fuel Activities Mark an "XU 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 boxes 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. , .' " , , f.. i ., "Other Marketer" is ddined as any person, other than a generator marketing 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 40 CFR Part 266.40(e) and is excmpt from further regulation, you must mark an -"X" in this box. Item VII - Waste-I'uel Burning: Type of Com- bustion Device: ' Enter an "X" in all appropriate boxes to indicate type(s) of combustion devices in which hazardous waste fuel or off-specification used oil fuel is burned. (Refer 10 definition seetion for complete description of each device.) ITEM VIII - Mode of Transportation: Complele this ilcm only if you are the transporter of ha7.ardous waste. Mark an "X"in each approp- riale box to indicate the methodes) of transporta- tion you use. Item 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 have riled. a previous notification, enler your EPA Identification Number in the boxes provided. Note: When the owner of a facility changes, the new owner must notify U.S. EPA of the change, even if the previoos owner already received a U.S. EI'A Identification Number. Because the U.S. EI'A ID Number is "site-specific," the new owner will keep the existing ID number. If the facility moves to another location, the owner/operator lIlust notify EI'A of this change. In this instance a new U.S. EPA Identification 'Number will be assigne~, since the facility has changed locations. Item X - Description of Hazardous Waste: (Only persons involved in hazardous waste activity (Item VI(A)) need to complete this item. Transporters requesting a U.S. EI' A Identification Number do not need to complete this item, but must sign the "Certification" in lIem XI.) You will need to rder to Title 40 CFR Part 261 (enclosed) in order to complete this section. Part 261 identifies those wastes that EP A defines as hazardous. If you need help completing this sec- tion, pleasocontact the appropriate addressee for your state as )isted in Section 1Il(C) of this package. EPA Form 8700.12 (11.851 Section A - If you handle hazardous wastcs that are listed in the "nonspecifie sources" category in i. Part 261.31, enter the appropriate 4-digit numbers 1 in the boxes provided. ; Section B - If you handle hazardous wastes that are/listed in the "specific industrial sources" cate- i gory in Part 261.32, enter the appropriate four- digit numbers'in the boxes provided. Section C - If you handle any of the "commercial r' chemical products"listed as wastes in Part 261.33, i; enter the appropriate four-digit numbers in the boxes provided. Section D - Disregard, since EI' 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 eharacter- isticis 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 representative" is a person responsible for the overall operation of the facility (Le., a plant manager or superintendent, or a person of equal responsibility). All notifications must include this certification to be complete. Please print or type with ELITE type (12 characters per Inch) in the unshaded areas only United States Environmental Protection Agency Washington, DC 20460 &EPA Notification of Hazardous Waste Activity Form Approved. OMS No. 2050.0028. EXPires 9.30-88. GSA No. 0246.EPA.OT Please refer to the Insttuctions for Filing Notification before completing this form. The information requestell here is required by law (Section 3010 of the Resource Conservation end Recovery Act). For Official Use Onl Date Received mo. day) j! , I , o 18. Generator o 2. Transporter 03. Treater/Storer/Disposer o 4. Underground Injection o 5. Market or Burn Hazardous Waste Fuel (enter 'X' IInd mark Bpproprillte boxes below) o a. Generator Marketing to Burner o b. Other Marketer o c. Burner VII. Waste Fuel Burning: Type of Combustion Device (anlar 'X' in a/lapproprialaboxes 10 indicale Iypa ofcombusliondavicets)in which hazardous waste fuel or off.specification used oil fuel is burned. See instructions for definitions of combustion devices.) , o A. Utility Boiler 0 B. Industrial Boiler 0 C. Industrial Furnace VIII. Mode of Trans ortation trans enter 'X'in the a ro A. Hazardous Waste Activit 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 mBrk appropriate boxes below) o a. Generator Marketing to Burner o b. Othar Marketer o 1;:. 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 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 . lubsequent notification. If this is not your first notification. enter your installatlon's EPA 10 Number In the space provided below. I o A. First Notification 0 B. Subsequent Notification (completa hem C) Continue on rever.. EPA Form 8700.12 (Rev. 11.85) Previous edition is obsolete. \ ~,'i-~ .. .. 10 - For Olliclel U... Only W . 1 X. Descnt l.on OT HaZardOua astea (contmuea rrom rront) A. He.erdou. Welle. lrom Nonopeclflc Source.. Enter the Iour-'"~It number Irom 40 CFR Part 281.31 lor _ lilted ha..rdous _Ole :: ,. , from nonspecific sources your instaUation handlel. Un addilione sheela If neeeaaary. 1 2 3 . :-: .:;t-:~ .. ~.. . 5 a I I I I I I I I I . . .. j- I I I II I I I - .. 7 8 a '..~. '10 l' ; ; 12 I I I I I I I I I I I I I I I I II B. He..rdou. Welle.lrom Speclllc Source.. Enter the four-digit number from 40 CFR ,..n 261 .32 lor _lilted he..rdou. wnle from specific sources your inslallalion h.ndles. Use additlonalsheelSlf necenery. r' -"~. ..~ " ; '3 " 15 18 17 18 I I I I I I I I I I I I I I I I I I 19 20 21 22 23 24 I I I I I I I I I I I I I I I I J I 25 25 27 28 29 30 I I I I ~ I I I I I I I I . I I I I I I C. Commerc~.1 Chemical ProduCI Hazlrdoul Wlltel. Enter the four.-diglt number from 40 CFR Plrt 261.33 for e.ch chemicallubstence your installation handles which may be . hazardoul walle. Use .ddition.l.h....." necessary. . 3' 32 33 34 35 35 I I I I I I II I I I I I I I I I I 37 38 39 40 4' 42 I I I I I I I I I I I I I I I I I I '3 4. 45 48 47 48 I I I I I I I I I I I I I I I I I I D. Ulteel Infectious Waltel. Enter the four~digit number from 40 CFR Part 281.34 for each hIIurdoul waste from hoapitlls. veterinary hoI~ pltals. or medicII and research laboratoriel your install.tion handles. Use eddltionellheeta ff necessary. 49 50 51 52 53 54 .. I I I I I I I I I I II I I I I I I E. Characteristics of Nonlisted Hazardous W.ltel. Mark 'X' in the boxes corresponding to the characteristics of nonlisted hazardous wastes your installation handles. (Sae 40 CFR Part. 261.2t - 261.24) . D 1. Igniteble D 2. Cor...I.. D 3. Reectlve D 4. Toxic (0001) (0002) (0003) (??oo) XI. Certification I certily under penetty of lew thet I heve personelly axemined and am femifiar with the information submitted in this and ell etteched documents, end thet based on my inquiry of those individuels immedietety responsible for obtaining the information. I believe that the submined information is true, accurate, end complete. I am eware thet there are significant penahies for submining false informetion. including the possibility offine end imprisonment. Sign.ture Name and 0ffIcIeI Title /type or ",inl) Oete Signed EPA Form 8'l!00.12 (Rev. 11-85) Reve... .~. . ,. " 'V ."....... -. .,j.{-...." . t . ,".+ ,.....-.~:.:.:. "- ~.. 'li:l~.:':; ....,.', ~~"=-<s. . ."..'~ t.i.~. ~~~(.~.; :~.~~~.~,);~;.:~;:" ~ 't ' ,.., .. -"; ; ~. ~... ,-;.f~.. '" <..' :,," .k -.... ~ ** CREDIT APPLICATION ** CORPORATION IS PURCHASE ORDER REQUIRED FOR BILLING? YES EPA ID 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 CREDIT REQUESTED: $ ** BANK REFERENCES ** NAME: ADDRESS: NAME: ADDRESS: PHONE: (____ CONTACT: PHONE ~' (____) CONTACT: ** BUSINESS REFERENCES ** NAME: ADDRESS: NAME: ADDRESS: PHONE: (____ CONTACT: PHONE: (____) CONTACT: ---------------------------------------- NAME: NAME: ADDRESS: ADDRESS: PHONE: ____) CONTACT: (Dll/CREDIT.APL) PHONE: (____) CONTACT: . CREDIT APPLICATI011 PAGE 2 Attached a copy of your most recent financial statements. If credit is , approve~, 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~uire 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 MAY 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. COMPANY NAME SIGNATURE DATE TITLE (Dll/CREDIT.APL) ErA HAZARDOUS WASTE NUMBERS FOR WASTE STREAMS COMMONLY GENEHA TED BY SMALL QUANTITY GENERATORS ! j ! ' I . , i' I , , . The En\'ironmental 'Protection Agency recognizes that generators of sm"I] qnantities . of hazardous WAste, mAny of which are small businesses, may not be familiar ~ith the manner in which hazardous waste materials are identified in the Code of F~d"rnl! Regulatioris. This insert has been assembled in order to aid small qnantity J;"nerators in determinin!; for their wastes the EPA Hazardous Waste Numbers that are n",\.I,,<'. to ' complete the "Notification of Hazardous Waste Activity", Form 8700-12. ; Ii: lids ir"ert is composed of two tables. Table 1 lists eighteen general industry categories that conta.in small quantity generators. For ea.ch of these cstr!gnr if!s, commonty gen"rated hazardous waste streams Are identified. Table 2 lists EPA Hazardous lIaste Numbers for eacTi waste stream identified in Table 1. I, . , To Use This Insert: I. Locate your industry in Table 1 lo identify the wasle streams common to your activities. I I' , 2. rind eAch of your was te streams in Table 2, and rev iew the more detailed descriptions of typical wastes to determine which waste streams actually result from your activities. 3. If you d,etermine that a waste stream does upply to you, report the 4-digit EPA Hazardous Waste Number in item iX of form 8700-12, "Notification of Hazardous Waste Activity". : . lbe specific instructions for completing Item IX (Description of Hazardnus WAstes) of the notification form are included in the notification package. You should note, however, thAt specific Hazardous Waste Numbers beginning with: ! . I : I, I! ': I , ':j: III i, I, . "F" should be entered in Item IX, Section At ilK" should be entered in Item IX, Section B. "p" or "U" should be entered in It'em IX, Section C; and, "D" should be entered in Item IX, Sectlo'! E.' i' . . . The industries and waste streams described here do not provide B cornprclt~nsive list, but rather serve as a guide to potential small quantity generators in determining. which of their wastes, if any, are hazardous. Except for the pesticide category, this insert doos not include EPA Hazardous Waste Numbers for commercial chemical products that are hazardous whon discarded unused. These chemicals and their EPA Hazardous Waste Numbers are listed in 40 CrR 261.33. i ; If the spP.cific Hazardri~s Was~~ Number that should be applied to your.~nste stream is unclear, please re,fer to 40 CFll"Part 261, reprinted in the notification package. 'rl~ those cases where more than one Hazardous Waste Number is applicable, all should be, used. I f you have any questions, or if you are unable to determine the proper F.PA ' , i Hazardous WAste Numbers for your wastes, contact your state hazardous waste manng~ment: agoncy as listed in the notification' package, or the RCIlA/Superfund Hotline at, 1-800-424-9346. ,-,. I I ;; j I ~ i I 1Il a: 0 f- <{ a: UJ Z III l:) >- f- f- Z <{ :J 0 ..J ..J <{ :::< 1Il >- ell UJ ...J Cl ell III <{ U f- :J 0 0 a: Cl. 1Il :::< <{ UJ a: f- 1Il UJ f- 1Il <{ :e ..J <{ U Cl. >- f- , , --------------------------------------------------------! - E . ~ c ~ V> " u o . '" c e_ om -~ ,- - . --'< . .' \I'lo.J~\I'l I"IltJ-d1Vl CO:l;..o>.... ..... t':J -- c: III >. ~ ~, CI.I 'O>-u> .- I\:l c: t':J- UdI C"1l.1 0 c(:I:-a::Ul m ~ - . :> l ~ - , " c - " L o ~ .. L 0. .c .. -I - U C '" . m '" ~ c _ 0. . c :>, ..... '" _ e 10'1- "'.- Cl)"'lll.... ""....0""' Ctllll'O-\I'l CD:E~D...'" , e IIl>.tn....(I,l '0> 1:> .- m1 IV- UQJCc.o <:I:-UlVJ '" " L " -0_ e' "-0 c ,"- e '--0 "" c.- L_ ..." - u e . '" L 0. e ..... '" .- ". ,,-0'" :1:'- .... uc >,,- GJ >,,> .-- m"e "'...v> .'" \. " ;' U "'~ L" "en '" :>e 0. -0'- e" w" u ".- -0- .- 0- UO- ._" " "'-0 "e .... '" " " '" " "''' " "''' ,,- '" "'.c~ ,. e "'.." '0'- > - e- u ,"0. ,,-en " .,. ~ ". e . c' " u ~ " '" e 0. U '" " ",L ". "" "'.. .. "'''''' " "',,-0 ID-'- VI m.ou... ......m<C "'.. m 'O'-"C > .- c: ta- U t7141 0 oC;--JfIJ L " 0- " a: .. e " . 0. " 0- W " " " '" " " " -" .c~ .e .." .- > e- '"0. -en 0> e ~ " e '- " a: 011 -0 cO> ee ".- .....L "" L" "U ... .-'- E~ ".. '"'" '" u e " '" L 0. e ..... '" , " .. .. "'" X" e >>" > > ,,- ,,0. ",en 0> e L " ""'''' UlDUL ",-'-11 ""'.- ...:::; :14-1"'''' C:)(lIJlII IVlD-lll ::E.~G..J L.___ II_Nf01 ~ .. o e 0. " . L .. ... '" e e . '" '" "" " -,c U'O. .- > L'~o o a: en -0 c'" "L " "C ".. .- " L- -oU c ;;L' -10 " m " " .. -'" " '" \I'l'1lI11\1'l ",-041"" tclO->'" .......I"IlU-c: "" .., -- .... III '0 ,-.., u > .- C 111"'- U Ole> Gl 0 <-o..lXV) " '00. co. "J: Ul .- e. ec .- 0. ".- n'" I- U" , U -00 w> , I, i 'I I! II , ; ,I '" I ~ II i ~~ ! I'; ;;; I I. I i 1 t i' , \ I I :j I i' I 0>' j i I.: II ; f j' 5i g 1~j..5~ : f I ,..j 01 ~ j' i '.=. ,.1 't'X ': i I: =-0 I. = e I "'.. . , I ! i ! ' I I I , , , I I. '., i: , . , ; , . , TABLE 2 , ' TYPICAL WASTE STREAMS AND EPA HAZARDOUS.WASTE NUMBERS WASTE STREAM EPA HAZARDOUS WASTE NUMBER ACIDS/BASES: ...... , t .' Acids, bases or mixtures having a pH 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 (for a complete I description of corrosive wastes, see 40 crR 261.22, Characteristic of I corrosivity). All corrosive materials and solutions have the EPA Hazardous, Waste NUlllber of 0002. The following are Some of the more commonly used ! corrosives: 1 Acetic Acid Ammonium Hydroxide Chromic Acid Hydrobromic Acid Hydrochloric Acid Hydrofluoric Acid Nitric Acid . Oleum Perchloric Acid Phosphoric Acid Potassium Hydroxide Sodium Hydroxide Sulfuric Acid DRY CLEANING FILTRATION RESIDUES: , , Cooked powder resIdue (perchloroethylene plants only), stIll spent cartridge filters containing perchloroethylene or valc1ene and have an EPA Hazardous Waste Number of F002. residues and are hazardous ! i I .i Still residues containing petroleum solvents with a flash point less than l400r are also considered hazardous, and have an EPA Hazardous Waste Numbe. ~ 'Iof 0001. :: I i HEAVY METALS/INORGANICS: : I ! Heavy metals and other inorganic waste materials exhibit the characteristic of EP Toxicity and are considered hazardous if the extractlf~om a representative sample of the waste has any of the specific constituent ' I concentrations as shown in 40 CrR 261.24, Table 1. This may include dusts'l solutions, wastewater treatment sludges, paint wastes, 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 Fl106). The following are EP Toxic: . , .,' ~ ! 1 Arsenic 0004 Barium 0005 l! I Cadmium 0006 Chromium 0007 Lead 0008 \. Mercury 0009 Selenium 0010 Silver 0011 I I . .,1" ! . i ': EPA HAZARDOUS WASTE NUMBER WASTE STREAM IGNITABLE WASTES: I I I~litable wastes include any flammable liquids, nonliquids, and contained gases that have a flashpoint less than 140"r (for a complete description of I ignitable wastes, see 40 crn 261.21, Characteristic of ignitablity). Examples are sPent solvents (see also solvents), solvent still bottoms, ignitable palnt wasteS (paint removers, brush cleaners and stripping agents), epoxy resins and adhesives (epoxies, rubber cements and marine glues), and waste inks ! i ./ containinR flammable solvents. Unless otherwise specified, all ignitable i ! wastes have an EPA Hazardous Waste Number of 0001. " Some commonly used ignitable compounds are: iI t , : I I: I :1 ' I I, i i ! I I I ^catone Benzene n-Butyl Alcohol Chlorobenzene Cyclohexnnone Ethyl Acetate Ethylbenzene Ethyl Ether Ethylene Dichloride flethano 1 Methyl Isobutyl Ketone Petroleum Distillates Xylene F003 0001 F003 F002 F003 F003 F003 F003 0001 F003 F003 0001 FOO3 . , i I I I ! I I , INK SLUDGES CONTAINING CHROMIUM AND LEAD: This includes solvent washes and sludges, caustic washes and sludges, or ..ator washes and sludges from cleaning ~ubs and equipment used in the I formulnt iOIl of ink from pigments, driers t soaps t and stab! lizers containing i chrnmium and lead. All ink sludges have an EPA Hazardous Waste Number of I, K086. , , , , .' t I, , , ; , Used lea1 acid batteries should be reported on the notification form 2~lx if they are not recycled. Used lead acid batteries that are recycled do not. need to be counted in dP..termining the quantity of waste that you gen~r8te per month, nor do they require a hazardous waste manifest when shipped off your; I premises. (Note: Special requirements do apply if you recycle your batteries on your own premises -- See 40 CrR Part 266.) "I i '.' .. " I Lead Dross II .'::L 0008 I ~~:~\~~~d:atteries ggg~ ' ': r 0002! I I I ,I : i Ii U i I .:, ri \..': i ::' I I ill I I .' i , I I ' r i LEAD ACID BATTERIES: I' . , .. I, i ! i : I ; i i I , i I I 'I '1 , ~ .1 , I , I I I I I .j I, , I I . : I. !.i I I . WASTE STREAM . PES TIC IDES: . Pesticides, pesticide residues, washing and rinsing solutions and dips 'which contain constituent concentrations at or above the EP Toxicity Level, or have all oral LD50 toxicity (rat) < 50 mg;kg, inhalation LC50 toxicity (rat) < 2 mg/!. or a dermal LD50 toxicity (rabbit) < 200 mg/kg, are hazardous ; materials. lbe following pesticides are considered to be hazardous. For a more'complete listing, see 40 CFR 261.32-33 for specific listed pesticides~ 811(1 atlter wastes. wastewaters, sludges, an~~by-pro~ucts from peslici(le production. (Note that while many of these pestiddes are no 10llger in common use, they are included here for those cases where they may be tound in storage.) EPA HAZARDOUS WASTE NUMBER Aldicarb Aldrin Amitrole Arsenic Pentoxide Arsenic Trioxide Cacody lid Ac id Carbamic Acid, Hethylnitroso-, ethyl Ester Chlordane Copper Cyanides 1,2-Dibromo-3-Chloropropane 1,2-Dichloropropane 1,3-Dichloropropene 2,4-Dichlorophenoxy Acetic Acid DUT Dieldrin Dimethoate Dimethylcarbamoyl Chloride Dinitrocresol Dilloseb Disodium Honmomethanearsonate Disulfoton Endosulfall Endrin .- Ethylmercuric Chloride Famphur Heptachlor Hexachlorobenzelle Kepolle Lindane 2-Hethoxy Mercuric Chloride Hethoxychlor Methyl Parathion Monosodium Methanearsonate Nicotine Parathion, , . Pentachlo~onitrolienzene Penrachlorophenol Phenylmercuric Acetate Phorate Strychnine 2,4,5-Trichlorophenoxy Acetic Acid 2-(2,4,5-Trichlorophenoxy)-ProPionic Acid TI.allium Sulfate Thiram Toxaphene Warfarin P070 PQ04 UOll POll P012 U136 U178 U03S P029 UOS6 U083 U084 U240 U061 P037 P~14 U097 P047 P020 0004 P039 P050 P051 0009 P097 P059 U127 U142 U129 0009 0014 P071 0004 P075 P089 U185 U242 D009 , , P094 P108 U232 \. U233 . ; I P115 i I I '. U244 I P123 U248 i i WASTE STnEAM EPA HAZARDOUS WASTE NUMBER REACTIVES: I, .j Reoctive wastes include reactive material~ or mixtures which are unstable. react violently with or form explosive mixtures with water, generate toxic I. gases or v,'pors when mixed with water (or when exposed to pH conditions II betwee~ 2 and 12.5 in the case of cyanide or sulfide bearing wastes), or are " capable of detonation,or explosive reaction when irritated or heated (for a complete description of reactive wastes, see 40 CFR 261.23, Characteristic of reactivity). Unless otherwtse specified, all reactive wastes have an EPA I' lIazardous linst. Number of 0003. The following materials are commonly cOllsidered to be reactive: " Acetyl Chloride Chromic Acid Cyanides lIypochlorites " I Organic Peroxides Perchlorates Permanganates Sulfides I i 'I I , i I I i SPENT PLATING AND CYANIDE WASTES: Spent plating wastes contain cleaning solutions and plating solutions with' caustics, solvents, heavy metals and cyanides. Cyanide wastes may also be ; generated from Ileat treatmeIlt operations, pigment production and manufncturing' of anti-cnking agents. Plating wastes are generally Hazardous liaste Numbers FU06 - FOU9. lIeat treatment wastes are generally Hazardous Waste Numbers FOIO - FOI2. See 40 CFR 261.31 for a more complete description of plating wastes. . , WOOD PRESERVING AGENTS: , ,. Compounds or mixtures used in wood preserving, including the wastewater' 'I treatment sltJ(lge from wastewater treatment operations, are cOllsidered I hazardous. Hottom sediment sludges from the treatment of wastewater processes' that use creosote or rentachlorophenol are hazardous, and have an EPA I Hazardous Waste Number of KOOl. Unless otherwise indicated, specific wood preserving components Bre: , , Chromated Copper ~rsenate Cr~osote ~~;. " .~\~ Pentachlorophenol D004 KOOl KOOI I II ! I ~ ! J , . II ',1.1 ,.1' , I I;! i , ' '1 " " WASTE STREAM SOLVENTS: EPA HAZARDOUS WASTE NUMBER I Spent solvents, solvent still bottoms or mixtures containing solvents are often hazardous. This includes solvents used'!n degreasing and paint brush cleanlng, 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): '.t' i ., .' Benzene Carbon Disulfide Carbon Tetrachloride Chlorobenzene Cresols Crcsyllc Acid O-Dichlorobenzene Ethenol Ethylene Dichloride Isobutenol Isopropanol Rerosene lI.thyl Ethyl Ketone H.thylene Chloride 0001 FOOS FOOl F002 F004 F004 F002 0001 0001 FOOS 0001 0001 FOOS FOOl F002 0001 F004 0001 FOOS FOOl F002 FOOl F002 FOOS FOOl F002 F002 F002 ! 0001 N"phthe Nitrobenzene Petroleum Solvents (Flashpoint less than 140.F) Pyri dine 1,1 , I-Trichloroethane Tetrachloroethylene Toluene Trichloroethylene Trichlorofluoromethene Tr i ch I orotr if luoroethane White Spirits " '" (Sludges) (Still Bottoms) (Sludges) (Still Bottoms) (Sludges) (Still Bottoms) (Sludges) ! , (Still Bottoms) , , , . I '1,1 I i , I i i I ! , , I I' [ I I < I I '1' i :! I , I I I " , , , I I , C\.'I1-6000 COVER ,-. GENERATOR'S WASTE MATERIAL PROFILE SHEET WORKSET Return this completed workset to: GENERAL INSTRUCTIONS This workset contains two forms: GENERATOR'S WASTE MATERIAL PROFILE SHEET GENERATOR'S CERTIFICATION OF REPRESENTATIVE SAMPLE I. 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 may be separated for your convenience. If the forms are separated, 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. 1 4. Answers must be made to all questions with the exception of PART I, "Reclamation, Fuels or Incineration Parameters," which is optional. 5. Auswers 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 .,ust 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 these forms, please contact your Chemical' Waste Hanagement, Inc. Sales Representative or the office that issued this workset to you. 11. HAl<! A COpy OF THESE FORtIS FOR YOUR RECORDS. SEND THE ORIGINALS AND ALL ATTACIlliENTS TO THE ADDRESS SHOWN ABOVE OR TO THE ADDRESS PROVIDED BY YOUR CHEI1ICAL WASTE HARAGEtfENT, INC. SALES REPRESENTATIVE. ! "GENERATOR'S WASTE HATERIAL PROFILE SKEET" CWH-6000 Thi. informatioD il required for I wlste to be considered for transportation, treatment, stoule or dispos.!IIl. It is used to determine if the wlSte ,uy be transported, treated, .tored or disposed in a lelal, safe, and environmentally sound manner. Thi. information will be maintained in strict confidence. ANSWERS MUST BE HADE TO ALL QUESTIONS and must be printed in ink or typed (elite, J2-pitch). A response of "NONE," or "NA" cOon be made if appropriate. PART A. GENERAL INfORJ1ATION ~ Chemical Waste Management, Inc. GENERATOR'S WASTE MATERIAL PROFILE SHEET- PLEASE PRINT IN INK Oil TYPE (Ellie. 12'lIlICII). <! C WM Localloft 01 011;11\1I: T. II . I. C_D ........ '0" CWM UII 0Hl." F99870 Willi Prollla Shill Code CWM all" Rap. t: ~ _ A. OENl!nAL INFORMATION 1 Ganerllor Nlme: Chemical Specialties. Inc. 3. Facility Addrau: 2371 Boyd Avenue Sc. Louis, HO 2. Generllor USEPA 10: 1I.12,.!! J2..Q. J2,j ~ L 1 .. Gener'lor SllIa 10: Same e. Technlcsl Conlle!: Al White . 7. Tille: Lab Hananr 5. lip Codl 62204 a. Phona: I 617) bll.. ' .!1Jli.. , 1. GENERATOR NAl1E - Enter the name of the lenentin. facility. 2. GENERATOR USEPA 10 - Enter the twelve character alpha-numeric descriptor Issued by the USEPA to the facility seneratinl the waste. 3. FACILITY ADDRESS - Enter the street address (not P.O. Box) of the generating . facility. 4. GENERATOR STATE 10 - Enter the descriptor issued by the state to the faCillly seneratin. the waste (if applicable). 5. ZIP CODE - Enter the senerating faCility's f~ve or nine digit Zip coue. 6. TECHNICAL CONTACT - Enter the name of a person who will answer technicJI questions about the waste. 7. TITLE - Enter technical contact's title. 8. PHONE - Enter technical contact' s telephone number. It ,- PAAT 8. HAIL CII[IIICAL WASTE HAHAGEIlEHT INC. INVOICES TO: .. I&M. CHINleA!. WAIT' M~"QIMIHT, IHC,IHVOICII TO 2. Company Name: Ch....t "at 'Sp..dalti... C. A6d,...: 479 !lush Str....t Ch{~.Il'o. IL I. 0 G,n,rlUng F.cillty (A. .bo..,. or 3. Phone: I 312) .ilL. illS 5. Zip Coda: "0'" I 1. If you want the invoice mailed to the same addresl a. in PAAT A, check "Generating Facility." If you wlnt the invoices m.iled elsewhere, then indicate the name, phone, and address, as shown in numbers 2 through 5. 2. COMPANY NAIIE . 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 invoice. 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 want the invoices sent, PAAT C. fo C. 1. HAM, OF WAITI lIute Oil Storage Tank Flushate 2. ""oct.. OIHIRATlHO wAIn tank CluninR 3. I. lIli. .....t. . Dioxin lilted .....11 u dlfined In 40 CFR 2el.31 (I.g.. F02O. F021. F022. F023. F028. F021, or F028)1 .. o Yn rn No If yea. DO NOT COIlPUTllhillorm. Contact your C"-mieaJ WUlI Ml/IIgtmtn~ Inc. III" represenllll..'o"w,IIna 1, NAIIE 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 wast.. (e.g., metal plating operation, paint sprlY booth, PCB spill, solvent re"overy, 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 Hanagement, Inc. Sales Representative. If "YES", DO NOT COMPLETE TII[ REMINDER OF THIS FORM. ..~.. . ~ :/1. PART D. PHYSICAL CHARACTERISTICS or WASTE ~ o ....YSICAL CHAIIACTEA'IT1CI 0' WASTI , Color 2 Do., tht "Uti h... . 3 phys'CII SIIII @ 70' F .. L.yt,,: 5 Sp<<lliC GIIY'ly e F'H L.qu'os Brown strong ,nC,dtnlll OCIor? o Solid li Strn"SOlid o MU"".yt'lId LlYn 0' [i No 0 Yes IIknown. [] Liqu'd~ 0 POWllIt CJ Bi-llytrlld "Inl" VOluml dtsenbt. O.he" o Singl. PIIutd O. . 1.1 99 , 7pH O~2 o > 2-4 0..7 0 7 o 7-10 0 10- < 12.$ o ~ 12.$ 0 R.ng. ZJ · l.JOu,d Flash Pom!: I[: < 73'F lJ 73-eg'F lJl l00-138'F 0 11O-199'F 0 ~ 2OO'F 0 Non. kJ Closed CUP C OOtn, I. COLOR - Describe the' color of tbe waste (e.g., blue, clear, varies). 2. ODOR - DO ~ ~ THE~! If tbe waste bas. known incidental odor, then describe it (e.g., acrid, pungent, solvent, sweet). 3. PHYSICAL STATE - If the four boxes provided do not apply, a descriptive phrase lIay be entered after "Other" (e.g., gas). 4. LAYERS - Check all applicable boxes. Hulti-layered means more than two layers (e.g., oil/water/SlUdge). Bi-Iayered means the waste is comprised of two layers which mayor may not be of the same phase (e.g., oil/water, solvent/sludge). Siogle pb.sed means the waste i. bomogeneous. S. SPECIfIC GRAVITT - Indicate the range. The specific gravity of water is 1.0. Host organics are less than 1.0. Chlorinated solvents, most inorganics and p.int sludge are greater than 1.0. 6. fREE LIQUIDS - Check "YES" if liquid is usually presen~ when packaging for shipment .nd estimate the percent of liquid volume. Check "NO" if there are 00 free liquids as defined hy the Paint Filter Test (SW 846 Hethod 9095), : . pH - Indicate for liquid Or liquid portions of the waste. Check the appropriate boxes whicb cover the pH of the waste. Use the "Raoge" space if appropriate. For solid or organic liquid wastes, indicate tbe pH of a 101 aqueous solutioo of the waste if applicable. Check "NA" for non-water soluble materials (e.g., bricks, dismantled tanks, empty drums, gases, rocks). a, LIQUID FLASH POINT - Indicate the liquid flash point obtained using the appropri- ate testing method (40CfR261.21). The liquid flash point is important from a transportation standpoint (49CfRI73,II5). Solids With flammable potential sbould be identified in PART H.3 (e.g., Pyrophoric, RCRA Reactive, Otber). , l. CHDIlCAL C:OM~'1T10" IIANOI I. MI". . MAll. , , Chlorobenzen. 2 20 . ~ To 1\)en. 10 . 40 ~ XYl~. 10 40 ~ ~"... 10 20 ~ Q1.J(~ 'and Sed. 0 1 ~ V.tar 0 S ,. ,. ,. ,. ,. PIMM no..: Th. ch.mical eompOlilion totll in thl mlllimum coI_ Illutt be lJm'" thin or equal 10 1~ TOTAL: 2. I~ Ifllllt M.... contalnt any of I'" following: 1t0NI Of Lilt mAN Of' ACTUAL III 0 < 50 ppm ppm III 0 < 50 ppm ppm III 0 < 50 ppm ppm 1JI 0 < 50 ppm ppm 126 , ~ C).. '""- ""'" .oI1eI SuIftmt ,. ..ITALI Indica" if Ihll w.... contl,nt tn) Ihl 'onowing: I. 0 EP TOXITCLP or 2. II Totll MITA&. LUI mAN It ACTUAL A......iC 0 < S ppm ..lL...L.. P' Barium 0 < 100 ppm ..lL...L.. P' Cadmium 0 < 1 ppm ..lL...L.. P' ChromIum 0 < S QIlm ..lL...L.. PI Ltld 0< Sppm ~ PI Mlrcury 0 < 02 ppm ~ III S.llnoum 0 < 1 ppm ..1lJ.... III 511.11 0 < S ppm ..1lJ.... III Chromium-Hlx 0 < S ppm ..1lJ.... III Copper 0 < S ppm ..1lJ.... III . Nick" 0 < S ppm ..1lJ.... III Thalli"," 0 < S ppm ,LA.. PI Zinc 0< Sppm ~Ilr 0< ppm -liP Sl(lo 1 04 , TURN PAGE AND COMPUTE SIDE a Fonn CWM-eOOO' '"1 C~1eI1 WUIt Mln.tglm.n~ Inc. PART E. CHEMICAL COMPOSITION I. List all organic and/or inorganic components of the waste using specific chemical names. If trade names are used, attach MAterial Safety Data Sheet. or other documents which adequately describe the composition of the waste. For each component, estimate the range (in percent.) in which the component is present. In case of extreme pH (2 or lesl or 12.5 or greater) indicate specific acid or caustic species present. This list must include any hazardous components listed in PARTs F, G, and/or H which exceed 10,000 ppm (1\). The total of the maximum values of tbe components must be greater than or equal to 100~ including water, eartb, etc, 2, If this waste contains PCBs, cyanides, phenolics or sulfides, indicate tbe con- centration(s), If this waste does not contain these constituents, indicate by cbecking the "NONE" box(es) which apply. If the concentration of these constitu~nts is unknown, please indicate "UNl(" under "ACTUAL." PART F. HETALS Icdicate whetber met~ls content was determined by EP Tox (extraction procedure toxicity)/TCLP (Toxicity Characteristics Leaching Procedure) from 40CFR26l-Appendix II or the total metals. If you know a metal is NOT present, indicate by writing "NA" under "ACTUAL." An actual concentration of zero is not appropriate. If metal concen- trations are unknown, please indicate flUNK" under "ACTUAL." GENERATOR'S WASTE MATERIAL PROFILE SHEET (Continued) (_D AIllAt 'OR CWV U'I 011I. Y) F99870 WI,'e Prolll. ShMI Cod Q. OlliE" HAZAIlOOUI CHARACn'UlTlCI ,. Is II'" WtI" lli,t~ toly",t ..I.tl tI delined by 40 CFR 281.31 {FOOl, FOO2. FOO3. FOO4. or FOO5/? 2- Do., till, ...tI" contlin grill., thIn 1000 ppm total hl109tnll~ orglnic compound.? 3. IndiCI'e,' thl' wute " Iny 01 thl lollowing: o ACAA AetCliv. 0 Aldiolcl,ve o Wiler Aelclive 0 Etiolog'CI' o E.plo'ive 0 PestiCIde Manullcturing WtI" o Shoek Sen'ilive 0 Olher o Pyrophoric (J None 01 the lboye (J VII [J Ve. ON, ON, PART G. OTHER HAZARDOUS CHARACTERISTICS I. Indicate by cbecking the appropriate box. 2. Indicate by checking the appropriate box. If "YES," indicate the concentration in PART E. 3. Indicate if this waste is any of the following: RCRA REACTIVE - As defined by 40CFR261. WATER REACTIVE - Reacts violently with water to fOnl toxic gases, vapors, or fumes in a quantity sufficient to prelent a danger to human health or the environment. EXPLOSIVE - Capable of detonation or explosive reaction if subjected to a strong initiating source or if heated under confinement, I Class A explosive (49CFRI73.53), or a Class B explosive (49CFRI73.88). SIIOCK SENSITIVE - Normally unstable and readily undergoes violent change without detonating. PYROPIIORIC - Will ignite spontaneously in air at or below l300F (54,40C) (49CFRl13.115). RADIOACTIVE - Any material, or combination of materi.ls, tbat bas a specific activity greater than 0.002 microcuries per gram (49CFRI73,403). ETIOLOGICAL - A viable microorganism or its toxin wbich causes or may cause human disease (49CFRI73.386). PESTICIDE MANUFACTURING WASTE - Waste resulting from tbe manufacture of pesticides or the potential precursors of pesticides. OTIIER - Indications of other hazardous cbaracteristics must be included (e.g., autopolymerization, peroxide-forming). NONE OF THE ABOVE - Check this box if it is applicable for tbis waste. H. CONrllT'~'OII WAUUINT1HOIO 'Oft P\IIU or IHCtHlAAnOH ~ Pouwium SodIuf. Total 810m,,,. T Olal 0\10"'" T otlII Auo<1". T ot8I SuIIut lilt TliAH or !Xl < 5000 pt)llI !Xl < 5000 ppIlI !Xl < 5000 PpIll !Xl < a III < 35 .. III < 1.. ACTUAL ppm ppm ppm , 'llI , 0-5 , I. P!JlO.IAI. - IIICV,MAT1Off, MU. Oil IHCIHIIIAnON PAIIAIIITVlI ProvIdIII In'Of1IIdOn 'I l.a'lellle. 1.HftlVIIIN(8TU1ll1I:10.0~.000 a.water. <5 .. 3. VIICOIIty lePlI: 20 Oil a12"' 0300"' .. AlII: < 2 , S. s.mtlble IOllcll: < I ~ .. VIPOf' P'-'re 0 aTP ImllllHg): 7. Ilthll ...... pVmpablt IIqv1f7 II Y.. 0 No 8y wllalIM1hocl7 Centrifugal Pump e. Can thlt wUl. be ""tad to imp4 Ori IIow1 0 Yea III No e. II thl. .....lOlublt In WI*' 0 Yea lJl No 10. Particlt lID: WI" "" IOlIc1 por1Ion olthll ..... paM IhrouOfl · 111 InclI 1CtM117 III Y.. 0 No PART H Complete ONLY for wastes intended for fuels or incineration. If present, indi~ate the concentration as appropriate. If tbe concentrations of these constituents are unknOlill, please indicate "UNJ(" under "ACTUAL." The following section lists parameters and suggested analytical methods that may be used in obtaining these values: Parameter &eryllium, Potassium, Sodium Total Bromine, Chlorine, Fluorine Total Sulfur Sou rce SW846-6010, 7090, 7610, 7770 ASTH 02361-85, 04327-84, 0808-81 ASTH 0 2361-85, D516-&2 PART I. OPTIONAL - RECLAMATION, FUELS OR INCINERATION PARAIlETERS Please provide this optional suggested analytical methods information where known, The following parameters and may be used in obtaining these values: Parameters Source I. lIeat Value (BTU/lb) ASTH 0 240-85, 02015-85 2. Percent Water ASTH 0 4006-81, E203-75 3, Viscosity Any method 4. Percent Ash ASTH 0 482-80 5. Settleable Solids Any method 6, Vapor Pressure Any method 7. 'Indicate if this waste can be transferred by pumpinc at an ambient temperature of 50oF. If "YES," list the type of pump required (centrifucal, gear, peristaltic, etc.). 8. Indicate if an external source of heat can be safely used to improve the flow of this waste. 9. Indicate if this waste is soluble in water. 10, PARTICLE SIZE. If the waste contains any solids, indicate if they can pass through a 1/8" screen. J. ~"TATIO" IHf'O"MAnON I. I, lI"'I I ooT Hazanloua MIlen.l' lJ V.. 0 No 2. An"clpaltcl Annul' VOlutMlUnil1: 4000 3.P__Shlppk>gName: IlO W.lte FlIllllll.b1e Liquid N.O.S. 4. Huwd C"~ Fl......ble LlQuid I. 1.0. t: UN 1993 .. ~ ~ (r.hlorDb__n~u!~o.. Tolu.nA. X.lene) 7. \ll':l'>ocl 01 Shlpmtnt Iillul_ Uqulcl 0 1u/41Sk SoIIcI4 0 Orvm (TypeISla,: / OIlier: t. CE1'CL4 A.pot1J ~'I OuanlIlyjAQ,: 100 . t. flQ Unill (lllI1IO': La/KG lO.IJSS'A Ha.rwdouI W..,., GI V.. 0 No 11. USEPA Hazanloul W... Number/I': FOOl. F003. 12. ~ HazantouI W..,., III V.. 0 No 13. SlItI Huarcloul W..,. NumW(I': F002. FOO]. I Cal FOOS FOOS PART J. TRANSPORTATION INFORHATION 1. 2. Indicate iC tbis waste is a USDOT Hazardous material (49CFRI72.IOI).. Anticipated Annual Volume/UDits - Enter tbe amouDt of tbis waste whicb will be' generated aDd transported aDnually, Use appropriate units to describe this volume (e.g., cubic yards, galloDS, kilograms, pounds). Proper ShippiDg Name - EDter the proper USDOT sbipping Dame Cor this waste (49CFRI72.IOI), Hazard Class - EDter the proper USDOT hazard class (49CFRI72,IOt). 1.0. , - Enter the proper USDOT IdentificatioD Number (49CFRI72.IOI). Additional DescriptioD - EDter any additioDal sbipping informatioD required (49CFRI72.203) (e.g., "RQ" , the names of Hazardous Substance CODstituents as t~ would appear OD the UniCorm Hazardous Waste ManHest aDd tbe packaging)'. Netbod of Shipment - Indicate the anticipated metbod(s) oC sbipmeDt by checking tbe appropriate box(es). IC drums are to be used, see 49CFRI73 for DOT drum specificatioDs. CERCLA Reportable QuaDtity (RQ) - EDter the Reportable Quantity Cor this waste: Crom 49CFR172.101 or 40CFR302. RQ UDits (lb/kg) - Indicate tbe appropriate units Cor the RQ listed in 08. USEPA Hazardous Waste - Indicate if tbis waste is a USEPA Hazardous Waste (40CFR261). USEPA Hazardous Waste Number(s) - I! tbe aDswer to questioD litO was "YES," then. eDter the appropriate USEPA Hazardous Waste Number{s) (e.g., 0002, F002, K02a, P006, U220) (40CFR261). State Hazardous Waste - Indicate if tbis waste is a hazardous waste as deClned t , tbe state iD whicb it is DOW located. : State Hazardous Waste Number(s) - I! tbe answer to question 1112 was "YES," then C eDter tbe appropriate State Hazardous Waste Number{s) (e.g., for a waste now in CaliforDia: 212, 213). 3. 4. 5. 6. 7. 8. 9. 10. II. 12. 13. .1(. 1I"IaN.. HAHDUNQ IN'OftMATlOM Flashoolnt 11111 vary UDIIUdl to 140'F. o Addillonil Plgl'S) Anlc~1d L orHlrv. TOn CrnTlPlCATlON I "'rlby Clrtify Ihllall 'n'ormlllon lubmi"1d In lIIillnd IlllIIIChld documlnll conlllns Irutlnd aeeu..r. ~ripllonl of Ihll ....,. mlllnal.and III rll..anl information rllJlrdl"9 kno..n or IUlpeelld hazaral.n Ihl ponlUlOn of Ih. ~__"'-: hN bien dlICIOHIl. 1. ~Jjio~~~~ Sig~ . 2. Operations Manager Till. 3. WUl1llJll HUl Na_ (T)'PI or PTintl Si<lI 2011 Fonn CWU IQOO ""7 o-lcII W_ Man~L Inc. 4. June I, 1987 air. PART K. SPECIAL HANDLING I NFORl1AT I 011 Describe tbose bazlrds wbicb you knOll or reasonably believe are or may be associated witb sbort term or prolonged buman exposure to tbis waste (29CFRI910.1200). Attlcb relevant documents IS a part of your response if appropriate. If documents are attacbed, identify tbose attachmentl (e.I., toxicololY reports, TSCA notifications of silnificant adverse reactions to bealtb, TSCA notifications of substantill risk, or ~terial Safety Data Sbeets). Failure to make an entry in PART K is considered to be a representation tbat you neitber knOll nor believe tbat there are any adverse human be~ltb effects associated with exposure to this waste. Also include in PART K any additional information tbat will aid in the management of the waste (e.g., protective clothing, transportation, treatment, storage, disposal). PART L. GENERATOR CERTIFICATIOIl An authorized employee of the generator must sign and date this certification on the coepleted Generator's Waste Material Profile Sbeet. HAXE A COpy OF THIS GENERATOR'S WASTE MATERIAL PROFILE SHEET FOR YOUR RECORDS, SEND THE: ORIGIIlAL AND AnACIlMENTS TO THE ADDRESS SHOWN ON THE FRONT OF THIS WORK SET OR TO THE: ADDRESS PROVIDED BY YOUR CHEHICAL WASTE HANAGEKENT, INC. SALES REPRESENTATIVE. ) . . . . . . . . . . . . . . . . . . - - ~ E \. ~ - - ~ __....CO.-4>~........ ...............00""..,........0..... .O""'.......CO""'_.......O ....""""'....-0.........00... -.....-...... .................... 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(, 1:2.0 -------------------------------------------------------------------------- ADJUST~1E~n FACTOPS GF:ADE HI,..J AD.] F'~':'G BUSES F'HF F'EDS F'ED. Bt'T. /....c.l=, TYPE ...~, '- " . (I.) ( ~.~ ) Y IN Nm Nb Y/r.1 min T EB O. (lr:, 3.00 N 0 0 0.00 50 ,'j 1 t'J 9 ~ ,j WI:< 0.00 3.1)0 ~1 0 0 O. Of) 5;) t-.l 19.8 ..,. ~m 1).00 :3.00 N 0 0 0.90 50 N 10.8 3 SB 0.00 OCJ N <) (, O.9!) ~t(l N 19,2 '- .' -------------------------------------------------------------------------- EP LT !='H-1 X X X ,~'H-~ Y X X SIG~1AL SETTHIGS F'I-;-3 F'H-4 F,T F'D ~Je c- T TH RT F'D y y X NB LT TH PT F'D SE' t_T TH Fa F'D C'(CLE LEtJGTH: 00.0 F'H-1 PH-2 DH-7 F'H-4 X X X TI.-j '- " X ;( -------------------------------------------------------------------------- LEVEL OF SEP'/ I CE LAr'lE GF'F'. t.)/c G.'C DELAY LOS ;71PP. DELA'( ;-:~F-c . 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INTERSECTION..OLD BOYTON RD/LAWRENCE AREA TYPE.....OTHEP ANALyST,......PIV DATE..........10!7!B8 TIME....,....,I088 PEAK SEASON COMMENT... ....PM PEAK -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB 5B EB ~~B NB 5B LT 178 4::3 78 88 1 12.0 L 12.0 L 12.0 1 12.0 ~ ~ TH 320 '7C1~ lC::L 04 : TF' 12.0 TF: 1:2.0 TR 12. r) TF' 1::.0 ";'0"....1 ~~ RT 14 146 ~-. 81 12.0 12.0 12.0 12.0 -''':''' RR 0 0 0 0 12. r) 12.0 12.0 12.0 12.0 12.0 1::.0 12.0 12.0 12.0 1'2.0 12.0 --~------------------------------------------------------------------------ ADJUSTMHH FACT ORB GFADE Ht~} ADJ PKG BUSES PHF P'EDS "'ED, BUT. "c."-, TYPE I-i,. -.. (I.) <:: ) Y/N Nm Nb Y/N min T EB 0.00 3.1)0 N 0 0 ':' .90 50 N 19.8 C! '-' WE O.OC' 3.00 ~j 0 0 0.90 5(\ ~I 10.8 '" NB 0.00 3.00 ~j <) 0 O. 9(1 50 N 1 I?~ 8 C! 'J 58 1).00 :-,00 N (i 0 (1. Or) 51) N 10.8 C! -------------------------------------------------------------------------- F'H-l F'W-""' " - EE LT TH RT F'D WE' LT TH Fn F'D x X X X X X X X X SIGNAL SETT I riGS F'H-3 F'H-4 NB LT TH F'T F'D SE LT TH P'T F'D CYCLE LE~IEITH -= Or). 0 F'H-1 PH-2 F'H-3 PH-4 X X Y x X X -------------------------------------------------------------------------- EB LANE E,PF'. \j / C L 0.059 TR 0.721 L 0.10:2 TR 0.636 L 0.333 TR 0.495 L 0.-:::92 TR 0.482 1.10 '''1'-' !"~B 5B LEVEL OF SERVICE G/C DELAY L05 0.656 0.65t: 4 ? 4.4 ,; A B AF'F', DELAY 4.4 AF'F', LOB A 0.556 7.2 o 1::- .-. .J B 0.556 C?7 E' ro ~o. 1 C 0.244 0.244 0.244 (i. ::4.4 :: 1.5 19.5 :22. 1 I'? 4. c c ~r). 3 c C I NTER5ECT I Ot-J: -------------------------------------------------------------------------- 1..~c)2 :::: EJ Delay s 11,4 (sec!vehl V/C = 1).::::"4 IU85 HCM: SIGNALIZED INTERSECTIONS SUMt1ARY F:EROF'T ************************************************************************** INTERSECTION.,OLO BOYTON RO/LAWRENCE AREA TYRE.....OTHER ANALyST.......PIV DATE..........l0!7/88 TIME..,.......1989 AVERAGE ANNUAL COMMENT,..,...BACVGROUND -------------------------------------------------------------------------- '/OLU~lES GEOMETRY EB ~"B NE SB EB WB NB EP I T 184 ~, 91 98 L 1::.0 L 1...., (~l L 12. ,', I 12.0 - , ..Jb ......... '- ~ TH 390 505 16: 07 : TF' 1~. r) TF' 12. r:l TF' 1::.0 TR 12.0 RT 14 ,~, 39 84 12.0 12,0 12.0 12.0 ...\-!=> RR 0 0 0 0 1:2. r) 12.0 1~. r) 1:: . (1 1:2.0 12. 0 12.0 12.0 12. (, 12. r) 1 :2. r:', 1:. f-', -------------------------------------------------------------------------- ADJIJ2TME~'T F'~CTOpe (";p~n!= l...!t.J AD.} Rf.,'G BUSES PHF F'EC'S REL'. B~IT . AF:F~ . TYF'E --- . -- ("" ( "/ ~ Y/N Nm ~.Ib Y/l'l min T 1.,- EB o. 00 00 N (> 0 o. 9r) 50 r,J 10, 8 ..,. -' , -' WB o. (If) r)(J N 0 0 o. 9() 5/:' ~I 10. 8 ..,. - . NB o. 00 ..,. 00 N 0 0 o. ~O 50 N 1 9 8 ~ -' . . c. SF o. (10 3. 00 N 0 0 o. 91) 50 n I 0 e ..,. -------------------------------------------------------------------------- EP F'f-!-l X X X RH-2 X X X x X X SIHIAL SETTINGS F'H-'" F'H-'1 ~IB LT TH F'T Pi) fE' L'! TH F'T F'O C'{CL.~ L.E~.jr:TLJ "-;- O(~". ;) PH--l ~ X :::~_.., , , - F'H-"::;: F'i-j-4 "-IE: LT TH RT F'D LT TH F\T F'D " '( X OJ -------------------------------------------------------------------------- EB LANE GPP. L TF' t,j Ie (\ (-,.!.7 -'. -".- 0,::-84 .'~\ 1'-'.!.. "_, ..........J 0.7:29 o. ;"o.:J O. =,81 o. =:2') en ....J ~_' l_ TF (:~ ~il-Q LEVEL OF SERVICE G/C DELAY LOE 0,678 3.7 A O.67E 4.2 A 0.589 ~.2 B 0.SeQ 10.2 P o. :22 ~~ ..,. C .- - - () 2~2 ~ 1 !.: C o. 2~2 ""7>C: .., 0 I) 22:: ~ 1 ~ C . ~ .. PF'F'. DEL"W 4. ..) r~F~'. L.O~ A \.JJB I ~ 9.9 B r'~B TP L TR =~. 1 C 2~. '_~ C ---------------------------------------------------.----------------------- INTEF'SECTION: Dela~ = 11.8 (sec'yeh) 1,J.le -= I). ::'::' LOS ::;;; P 1095 HCM: SIGNALIZED INTERSECTIONS SUt1MARY REPORT ************************************************************************** INTERSECTION..OLD BOYTON RD/LAWRENCE AREA TYPE,....OTHER ANALYST.......PIV DATE.,........10/7/88 TIME..........1989 PEAK SEASON COMMENT.....,.BACKGROUND -------------------------------------------------------------------------- VOLUMES GEOMETRY E8 WB N8 58 EB ~"8 N8 28 LT 190 57 83 107 L 12.0 L 12.0 L 1::.0 L 12,0 TH 406 ::-:14 166 100 TR 12.0 TF' 12.0 Tf-;' 12.0 TF 1"'" (. ..... ~ ." RT 15 167 40 86 12.0 12.0 12.0 12.0 RR 0 I) 0 0 12.0 1::.0 1:2.0 12.0 12.0 1::.0 12.0 12.0 : 12.0 12.0 1::.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GF:ADE HV ADJ Pf" G BUSES F'HF PEDS PED, BUT, r4FF:. T':'F'E (I. ) ( ~~ ) YiN Nm Nb Y/N min T EB 0.00 3.00 N 0 0 0.90 50 N 1 '~. 8 3 WB 0.00 3.00 N I) 0 0.90 50 N 10.8 ~ - NB 0.00 "3.00 N <) (I 1).90 50 N lo.a ~ ...:' SB 0.00 3.00 N 0 0 0.90 =;(1 N 19.8 -------------------------------------------------------------------------- EB LT TH RT PO WB LT TH RT F'O PH-l X X X PH-2 X X X SIGNAL SETT I t%S PH-3 PH-4 x X X NB LT TH PT PO 58 LT TH F~T PO CYCLE LENGTH = 00,0 PH-l PH-2 PH-3 PH-4 X X X x X X -------------------------------------------------------------------------- LE'.'EL OF SEF:'/ I CE LANE GRP, \iiC GiC DELAY LOS APP, DELAY APP, LOS EB L 0.067 0.678 3.7 A 4. 1 A TR 0.391 0,678 4.2 A ~J8 L o. 130 0.589 6,3 B 10.4 B TR 0.752 0.589 10.' B ~m L 0.416 0.222 23. .~ C ........... ..,.. C ..::...::.. ..;,. TR 0.598 0.222 21. 9 C 58 L 0.582 0.222 26.8 D 23.3 C TR 0.564 0.222 21.4 C -------------------------------------------------------------------------- INTEF'SECTION: Delay = 12.1 (sec/veh) V/C = 0.647 LOS = B 1085 HCM: SIGNALIZED INTERSECTIONS SUMMAFY F'EPOPT *1*1"1'1**"***'***1*'******1***'*"1**11'1*11*"**'11'1'1'1'*""'*1"1* INTERSECTIO~J..OLD BOYTON PD/LAWRENCE AREA TYPE"".OTHEP ANALyST.......PIV DATE..........l0!7/88 TIME...."..,,!989 AVERAGE ANNUAL COMMENT.,..,..WITH PROJECT -------------------------------------------------------------------------- LT TH EB 184 4:23 14 o ~,.,. ].'1 RR VOLUMES I'm "''' ~. 5:::1 160 o NB 81 1 b2 38 () SB 100 07 EB WB GEOMETRY ~IB BE' 1:2.0 L TR 12.0 , ~ l~.O 1- TP 1,", ,-) .~ ..... - I ~ 84 o 1:2.0 12.0 12.0 l~.O 12. r) 12.0 12.0 12. r) 12.0 12.0 1:. f=~ TF 12.0 12.0 12. I) TR 1:. I) 1~. r) 12.0 1'2. (, 1'2.0 1'" f\ -------------------------------------------------------------------------- ADJU2TMENT FACTOR2 5F:ADE HV ADJ F'f'G BUSES F'f-'C' (':'[;::1:"3 PEL'. BIJT ~PF: . T'~'PE <:0 ( 'n Y I~I ~!'11 ~Ib '( /~! mi n T ." ""0 0 , - 1(:' f)r) c1 0 I) r) Or) 51) ,.j ! 0 q ~ ......... - -' . , . c WB O. r)O -,- 00 N (, 0 f). 0/) ~n ~j 10. '" -,- - , r--JB o. (lO ~ o(~) N 0 (.I !) . o() 5n ~'J 1 0 9 -,- ...:.. -' !:'B (I. (1) 3. 0(' ~j f) (l r:, Or) 50 ~, 1 0 P ~ -------------------------------------------------------------------------- EE' LT TH RT F'D WE LT TH PT F'D F'H-l '! X X F'H-:2 X X X SIGnAL C:ETT I 'jr:;", F'H-:' F'H-4 X X X NB LooT TH PT PD EP L.T TH FH PD C'.IrLE L.E~!f:1TH ':::: Of). 0 O~-l PH-~ pu_- PH-4 x X X '{ X X -------------------------------------------------------------------------- LANE GF'P. tl/e EB 1- (1 .(:'67 TP (~ . 406 v:B L r) . 1:'4 TR (, . -'1L~ ~- r'.!B L ':'. ~99 TP o. =81 c:c L r). ~::I~) TP r:;.54!? LEVEL OF SERVICE G/r DELAY L.OS 0.679 3,7 A 0.678 4.~ A o. ~oo ~ .~ B .J'_i , ,-, , 589 ! ! . r) P (1 ~~~ ,.,~ -,. '" ........ ....:~ () , ::::2 :21 , 6 C 0 :::::: ~~ ,- D ._..J . -.:J (> =:::: ~ 1 ::: C , AFP. DELf~l~( 4.1 r,c,c, !!'!c ~.., , . '- ....-:.- A 1;). !J B 22.1 C ::::.7 C --------------------------------------------------------------------------- I NTEF'SECT I ON: Delay = l~.O (see."/sh) \;/c :::; f).tA8 LOS = B 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTEPSECTION..OLD BOYTON RD/LAWRENCE AREA TYPE.,...OTHER ANALYST.......PIV DATE.,...."..10/7/88 TIME..,....,..1989 PEAK SEASON COMMENT.......WITH PROJECT -------------------------------------------------------------------------- VOLUMES GEOMETRY E8 W8 N8 S8 E8 WB NB EB LT 190 58 83 10';> L 12.0 L 12.0 L 12.0 L 12.0 TH 430 540 166 100 TR 12.0 TR 12.0 TP 12.0 TF" 12.0 RT 15 171 40 86 12.0 12.0 l~.O 12.0 RR 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 12. i) 12.0 12.0 12,0 12.0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV AD,] F'fG BUSES PHF PEDS PED. BUT, !~r.'F' . TYF'E (%) (%! Y/N l""~m NIJ Y/t.j min T EB 0.00 3.00 N 0 0 0.90 50 ~,l 1 q. ~~'3 ...:' WE 0.00 3. (lO N 0 0 0.90 50 N 19.8 ~ '-' NB 0.00 :3.00 N 0 (> 0,90 50 N 1 ':'. :'3 ~ '-' SB 0.00 3.00 rl (I 0 0.90 50 N 19.8 - -------------------------------------------------------------------------- E8 PH-l PH-2 LT X X TH X X RT X :( F'D LT X TH X RT X F'D SIGNAL SETTINGS F'H-3 PH-4 WE NB LT TH RT PD ~B l.T TH RT PD CYCLE LENGTH = c0.0 PH-l PH-2 PH-3 PH-4 v " x X X X X -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. vie G/C DELAY LOS AF'R, DELAY ""F'P. LOS EB L r).067 0.678 ~ ..., A 4, 1 A .-' . , TR 0, 414 0.678 4.3 A WB L O. 139 0.589 's, 7 8 , 1. .~ B ", ~ ." 1R. 0.785 0,589 1 1. t: B NB L 0.416 ~:1. :2:::: 23.6 r' ~~ .~, c '- TR' 0.598 0.222 21.9 C '3B L 0.592 0.2::2 ..,..., 1 D :23. ~5 c ~, , TR 0.564 0.22:2 21 4 C -----------------------------------------------------------------------.---- INTERSECTION: Delay = 1~,4 (sec/vehl VIC = 0,668 LOS = P GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYTON~LAWRENCE 1988 AVER ANN DATE 10/7/88 ********************************** LEVEL OF SERVICE B SATURATION 56 CRITI CAL N/S VOL :2 07 CRITICAL E/IJJ l)OL 754 CRITICAL SUM 961 ************************************* LANE NORTHBOUND ~10~) WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND tvl0~) WI DTH 1 2 :3 4 RT. L. . 12.0 12.0 RT. L. , 12.0 12.0 RT. L. . 12.0 12.0 RT. L. . 12.0 12.0 5 6 NORTHBOUND TRAFFI C ~)OLUMES SOUTHBOUND EASTBOUND WESTBOUND ..10FT THRU RIGHT 76 152 30 80 91 79 173 312 13 4. -, " 385 13.'; TRUCI-:~S (/~) ".JORTHBOUND SOUTHBOUND EASTBOUND I,JESTBOUND 3 LOCAL BUSES (#./HR) o o o o PEAk HOUR FACTOR . .' 3 3 3 ,9 .':;' .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :1. NEITHER :2. HEAVIEST I. 90 SECONDS TURN TURN o PROTECTED PROTECTED - 99 (#PEDS/HR) CRITICAL LANE VOLUMES BY MOVEMENT iPU -RI GHT LEFT NORTHBOUND 207 o SOUTHBOUND 194 o EASTBOUND 371 159 I,JESTBOUND C'("'",C' oJ':"...l o LEFT TURN CHECK jpl'- ')OL U~1E "JL. _ ,"ED ~)[JL ::APACITY 10')E~'lENT NORTHBOUND 76 o 13 OK SOUTHBOUND 80 o o OK EASTBOUND 173 159 o N/A kIESTBOUi'm 47 o 383 OK GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYTON~LAWRENCE 1988 PEAK SEASON DATE 10/7/88 ********************************** LEVEL OF SERVICE B SATURATI ON 58 CRITI CAL N/S VOL :2 1 4- CRITICAL E/W \'!OL 784- CRITICAL SUM 998 ************************************* LANE NORTHBOUND MOl,! WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH "lEST BOUND "lOU "IIDTH 1 2 RT. L. . 12.0 12.0 RT. L. , 12.0 12.0 RT. L. . 12.0 12.0 RT. L. . 12.0 12.0 .~ .~ 4 5 6 ... . NORTHBOUND TRAFF I C l'!OLUMES SOUTHBOUND EASTBOUND I,IESTBOUN[\ LEFT THRU RIGHT 78 15,5 32 88 94 81 178 48 3'7'5 14,;, 320 14 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS ('..;) 3 3 3 3 LOCAL BUSES (#/HP) o o o o PEAK HOUR FACTOR .9 .9 .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :1. NEITHER TURN PROTECTED :2, HEAVIEST TURN PROTECTED 1. 0 - 99 (#PEDS/HR) 90 SECONDS CR I TICAL LANE ''!OLUMES BY MOlv'Et'lENT jPU -RI GHT LEFT NORTHBOUND 214 o SOUTHBOUND 199 '7' EASTBOUND "lEST BOUND 382 61 '7' 165 o LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 1PL VOLUt'lE 78 88 178 48 )cTUSTED VOL 0 9 165 0 ::APACITY 15 0 0 402 10VEMENT OK NO N/A OK GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYTON'LAWRENCE 1989 AVER ANN DATE BACKGROUND ********************************** LEVEL OF SERVICE C SATURATION 74- CRITICAL N/S VOL 297 CRITICAL E/W VOL 928 CRITICAL SUM 1 225 ************************************* LANE NORTHBOUND ~'10V [,,1 I DTH LANE GEOt1ETRY SOUTHBOUND EASTBOUND MOV WIDTH ~'lOl) IN I DTH WESTBOLND ~'10V I.,JI DTH 1 RT. L. . 12.0 12.0 RT. L. . 12.0 12.0 RT. 12.0 12.0 RT. L, . 12.0 12.0 .., ~ L. . :3 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND I..,IESTBOUNC' , LEFT THRU RIGHT 81 162 :.;8 98 97 84 184 399 14 56 505 156 NORTHBOUND SOUTHBOUND EASTBOUND I,JESTBOUND TRUCKS (%'> 3 3 3 3 LOCAL BUSES (#/HRJ o o o o PEAK HOUR FACTOR .9 .9 . '? .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :2. HEAVIEST TURN PROTECTED :2. HEAVIEST TURN PROTECTED 1. 0 - 99 (#PEDS/HRJ 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT IF:U -F:I GHT LEFT NORTHBOUND 228 1 SOUTHBOUND 207 6'? EASTBOUND 472 173 loJESTBOUND 755 o LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND iPl l.)OLUME 81 98 184 56 )cTUSTED l')OL 1 69 173 0 ::APACITY 90 0 0 456 10VE~'lENT OK N/A N/A OK GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYTON/LAWRENCE 1989 PEAK SEASON DATE BACKGROUND ********************************** LEVEL OF SERVICE D SATURATION 77 CRITI CAL N/S VOL 31 4- CRITICAL E/W VOL 959 CRITICAL SUM 1 273 ************************************* LANE NORTHBOUND MOV WI DTH LANE GEOl'-lETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND t10l) WIDTH 1 2 :3 4 5 6 RT. L. . 12.0 12.0 RT. L. . 12.0 12.0 RT. L. . 12,0 12.0 RT. L, . 12.0 12.0 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND I,.IESTBOUND LEFT THRU RIGHT 83 166 40 107 100 86 190 406 15 "'~ ..J<' 514 167 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND .~ " 3 LOCAL BUSES (~/HRi o o o o PEAk HOUR FACTOR . 'f .9 .9 .9 TRUCKS C,-, 3 :3 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :2. HEAVIEST TURN PROTECTED :2. HEAVIEST TURN PROTECTED 1. 0 - 99 (~PEDS/HR) 90 SECONDS CRIT! CAL LANE VOLUMES BY MOVEMENT mu -RI GHT LEFT NORTHBOUND 234 3 SOUTHBOUND 212 80 EASTBOUND 481 180 I,JESTBOUND 77"'9 o LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND klESTBOUND jp,- ')OLUME 83 107 190 57 )JUSTED ',)OL 3 80 180 0 ::APACITY 102 0 0 478 10l,iEI'-1ENT OK N/A N/A OK GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYTON'LAWRENCE 1989 AVER ANN DATE WITH PROJECT ********************************** LEVEL OF SERVICE C SATURAT ION 7' 7' CRITICAL N/S VOL 300 CRITICAL E/W l,.'OL 963 CRITICAL SUl'l 1 263 ************************************* LANE NORTHBOUND MO') WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH I;JESTBOUND t'10~,1 IAI I DTH 1 2 3 4 5 6 RT. L, . 12.0 12.0 RT. 12.0 12.0 RT. L. . 12.0 12.0 RT. L. . 12.0 12,0 L. . NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND l,JESTBOUND LEFT THRU RIGHT 81 162 38 100 97 84 184 423 14 ~~ "_I, 531 160 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ~ LOCAL BUSES (#/HR) o o o o PEA..: HOUR FACTOR .9 TRUCKS 0:) 3 . T 3 .9 3 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :2. HEAVIEST TURN PROTECTED :2. HEAVIEST TURN PROTECTED 1. 0 - 99 (#PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT iRU -RI GHT LEFT NORTHBOUND 228 1 SOUTHBOUND 207 72 EASTBOUi'm 500 17:3 l,JESTBOUND ;'90 o LEFT TURN CHECK IPL. VOLUME ',lUSTED VOL :.APAC ITY 10VEI'lENT NORTHBOUND 81 1 93 OK SOUTHBOUND 100 72 o N/A EASTBOUND 184 173 o N/A l,JESTBOUND 57 o 463 OK GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS OLD BOYTON~LAWRENCE 1989 PEAK SEASON DATE WITH PROJECT ********************************** LEVEL OF SERVICE D SATURATION 79 CRITI CAL N/S I)OL :3 1 6 CRITI CAL E/W VOL 99:3 CRITI CAL SUM 1 :3 09 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH I,JESTBOUHD r'10V WIDTH 1 2 RT. L. , 12.0 12.0 RT. L. . 12.0 12.0 RT. L. . 12,0 12.0 RT. L. , 12.0 12.0 -, .:, 4 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND I..JESTBOUND LEFT THRU RIGHT 83 166 40 109 100 86 190 430 15 58 540 171 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCI<S (~':) 3 3 3 3 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR . '7' .9 .9 . '7' PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :2. HEAVIEST TURN PROTECTED :2. HEAVIEST TURN PROTECTED 1. 0 - 99 (#PEDS/HR) 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMEHT iRU -RI GHT LEFT NORTHBOUND 234 3 SOUTHBOUND 212 82 EASTBOUND 509 180 I"IESTBOUNC' 813 o LEFT TURH CHECK ( IPL I)OLUME ),JUSTED l)OL ::APAC ITY 10VEMENT NORTHBOUND 83 3 104 OK SOUTHBOUND 109 82 o N/A EASTBOUr-1D 190 180 o N/A klESTBOUND 58 o 484 OK BOYNTON BCH BLVD / 1-95 1985 HCM: ~IGNALIZED INT~P8ECTION8 SU~l~lAF:Y PEPOF:T ................,.............'......,...,.....,..........**.*.*",.,,~,** INT~pe~CT!QN..~QYTON BCH BL!.J~~I-~5 A~'EA TYF'E...a.OTHEF ANALyST...... .F-IV DATE...... ....10/11/88 T!~E..........lc88 AVERAG~ ANNUAL cor~r~E~lT , . . . . . . ".'OL1_rM~S -------------------------------------------------------------------------- GEOMETPY LT EE' :4' 424 ,11 , I,'.J!:? 1\ IT:' ,.,..... C::.:'..1 t=.'t:.. -~ E!:' 12.0 1::.1:, T ~:::::- ::1 I ~ I ~ TH PT nF' ':.'44 ", o 31 o T T P ...,-~ :~= (1 12 ,-, 1::. I) 1::. 'J 12. r) ", r) P l\,I::' ~11? 2E :::.n 1::. r) 12. (\ L L 1:::. ~-1 1..::.(-1 C- 1'-1 0 i ::.. ') ;:: 1 ~ i.1 =, . 12. \) 1:. (, 12,0 1:2. r) 12.0 1::. r) 12. (1 I", 1"\ -. 12.0 1:. (1 -------------------------------------------------------------------------- ADJUSn~E~IT FACTORS ::3F,ADE HV AD.,} "',~.. ,- BUSES ~tHF F'ED'3 F'ED. BUT. APF,. Ty'F'E r,.,l..:J (I.) (~.: ) Y/N t'-Im ~Ib y /~I min T EB o. \)0 (10 ~J (I 0 ,) . 90 50 N ~= d .,. ''';'. ...;....J. '.~' WE o. Or) 00 N 0 0 i:" \?I) 50 N ~= 8 .,. ''':'. ...._'. I".JB o. ":1(1 Or) N 0 0 0.90 50 ~J 31 8 .,. .' . . '.' S8 o. 00 3.00 N 0 (:1 O.9() 50 N -:1 0 :. -------------------------------------------------------------------------- EE SIG1AL SETTI NGS F'H-1 F'H-2 F'H-3 F'H-4 LT X NB LT TH X TH RT X F:T PO F'D LT ;< C!:.' , - TH X TH RT v HT ., )='D PO WE CYCLE LENGTH = 120.1:- PH-l PH-2 PH-3 PH-4 X x -------------------------------------------------------------------------- ~-( LE\'EL OF SEF:V I CE LANE 5FP. \//C G/C DELAY LOS AF'F', DELAY AFP. LOS ~B L 1.056 0.217 90.2 F 4'~ J::' E ..;.....J T 0.700 0.217 29.7 D F~ 0.459 0.500 12, :'3 B W8 l. 1.027 o. 4(.'/) 61 ,8 F -"-' . -, [, T O.42.:S 0.400 16,9 C R o. ""L~' O.7t:.7 ~ 7 A .........'.-. -. NB L 1.002 o. 175 00 1 F b4.3 F ,....1. R o. 444 0.57= 0 .6 B :;8 L 1,041 o. 10:':3 ::30. 8 F 75.9 F R (i. 12~ r) . -:r.-.C" 18.8 C ..:.....--1 I r'lTEPSEC T I on: Dela'; = 48,1 <=ec/veh) -------------------------------------------------------------------------- LOS = E ! ~//C::::l.120 1985 HeM: SIGNALIZED INTERSECTIONS SUr1MAPY F EF'OF'T ************************************************************************** INTEPSECTION.,BOYTON BCH BLVD/I-95 AREA TYPE.,...OTHER ANALyST,..,..,PIV DHTE.,........10/11/88 TIME",.....,.1088 PEAK SEASON COMMENT".,.., -------------------------------------------------------------------------- '/OLUMES GEOMETRY EB WB NB SB EB WB NB SB LT 381 675 610 359 I L 12.0 L 12.0 L 12.0 L 12.0 TH 50Q 571 0 0 T 12.0 T 12.0 L 12.0 L 12.0 RT 347 301 --~l:' 93 T 12.0 T 12.0 R 12.0 R 12.0 ";'. ~ RF, I) 0 (I 0 R 12.0 R 12.0 12.0 12.0 l~.O 12.0 12.0 12.0 1::.0 12,0 12.0 12..0 -------------------------------------------------------------------------- ADJUSTMENT FACTOF:S GF:ADE H'l AD,] F'fo'G BUSES F'HF PEDS PED. BUT. ~IRR. TYPE (i~ ) (%) Y/~l rim Nb Y/N min T EB o. (1..:1 3.00 N 0 () (1.90 50 N :5.8 ~ .,j WB 0.00 3.00 N 0 0 0.90 50 N ~5.8 .,. '.' NB o. U") ':'. uO N I) 0 o.q(J 50 t',j ,..:,1 .8 3 SB o.oe} 3. (1(J N I) 0 (i .. 90 1"50 N 31 ,8 .,. ------------------------------------------------------------------.-------- Eb I "r' ,. , F'H-l X ~ Y F'H-2 SIGNAL SETT I rJl;,,3 F'H-3 FH-4 x x x NB LT TH F'T F'D bE~ L..T TH RT F'D CYCLE LEN~TH - 12~.0 PH-l F'H-2 PH-~ PH-4 X WI, TH RT F'D L.T TH RT F'D y y v " --------------------------.------------------------------------------------ LE~./E::L 01::- SEF:V I CE LANE GRF'. v/e G/C IjELA ',' LOS AFF'. DELAY AF'F'. LOS EB L 1. 160 0.217 139,(> i=- 5'? 1 E T 0.736 (>,217 ::.o~ 5 D R 0.512 O~500 1.3.4 B WB L 1 . 1 1:- ().400 96.3 F Ll.8.9 E T r). 447 O.4(J') 17, 1 C R 0.289 0.767 ~ '7 A -., r.iB L 1.2015 (l . 175 * * * * F: 0,481 0.575 1. (J. r:l 8 3B L 1 1 ....,.::J o. 10:3 127. (> F 1('4,8 F F' 0.211 0.3:5 19. I) C -------------------------------------------------------------------------- INTERSECTION: De13'J = * (sec!~'eh) V/C - 1. 222 LOC:, - 1< 1985 HCM: SIGN~LIZED INTERSECTIONS SUMMARY REPOFT ***********************************.**************...*....*..**..._-'..... INTERSECTION,,30YTON BCH BLVD/I-95 AREA TYPE.....OTHEP ANALYST...,..,PIV DATE......,..,10/11/88 TIME,....,....1988 AVERAGE ANNUAL COMMENT".""IMPROVED GEOMETRY ED ~ we DUAL LEFT -------------------------------------------------------------------------- LT TH RT RR EB ::;,47 484 311 o VOLUMES WB NB 623 561 544 (> 272 346 :) .) GEOMETRY S8 EB 1:;.0 1.2. ;) 12.0 L':. (\ 12.0 WB 12.0 L 12.0 L 12.0 p' 12.0 12.0 12.0 NB 1:'. I) 1::2.0 l~.O 1':.0 1::. I) sa ~~1 -"-' ... L L T T R L L T T R L L F: 1:. (1 1:2.0 12.0 12.0 l~.O 12.0 (> 81 o 12. !) 1::. l) -------------------------------------------------------------------------- AD']USTI'1E~JT FACTORS GFA:C,E HV ADJ Pf'.G BUSES P'HF pr.:'n!::' per, BUT. APF' , T','F'E . l....J....'. C~) CO Y/N ~'~m Nb Y 'LI fTlin T EB O. Or) - 00 N <) 0 O. 0;", Sf) N ~~ 8 ....:.. ";;',....1 . - WB O. 00 3.00 N 0 0 O. 90 ~~..~) ,.j 25.8 - NB O. 00 .,. 00 N 0 0 (1.9(1 50 N 31 8 . '-' . . :3B O. 00 00 r1 (> 0 O. 90 .::: ,~\ N 31 .8 - -' , c' -------------------------------------------------------------------------- E8 L T TH F:T P'D WB L T TH c,"T" ,,' FD PH-l ~ X X '3 I Gr,AL SETT I i'j(:;3 FH-3 PH-4 CYCLE LENGTH = 1~0.0 FH-l pH-~ rU-3 FH-4 X F'H-2 rl8 L T TH RT PI' 3'3 L T TH RT PI' ~ x X X x x -------------------------------------------------------------------------- LEVEL OF SE;::lJ I CE LANE GPF'. "..I./e (3, /i~ DELAY Lnc:' riP;-' DELAY _"c,r-, LOS '- '-".J . H, r. EB L c. 567 o. ::08 - I' ~~ ~ I' ...:....;.. c ..;..--1. ~ T (\ , 7::3 .', ::08 30. 8 D f;' o. ~"7"'" I) . 617 ~ ~ B .-' ..... I , ~ ,,is , G . """1'49 O. ::3:::; c'""\ 1 D ';'24.. 1 C ~ T O. f.:(i2 '-', , :28-: 24 , 6 C F; ,.) 2':':>0 r1 ::0:;: 4, 6 A NE L o. -' :1 '.', ==':l .,. .1 ~ n ~~ 0 [, ,.' , ..;..--'. F~ i\ .~~;? C\ 1:::'-,"'" 1 1 :, B , - .- , SP L ,-, 71 ~ ,- < r.::'0 "0 L I' -~ . [' . ~ .. - -. - - r-~ . (i -.., '7 1 ~ ,.., .- , ",:,::;), -, ..J '..... ------.------------------------------------------------------------.---------- T ~- ;'"T-!:"!:: ::;:.c.,---; l' ~-,~_. ~ ..,.., '-, .'-'--- , ... - ~ :'= 1 2V:~ -=;:~:" (:1 .' :~1~0.:: '" "'~h', 1.1 'r"' .." .-1 aCto ..... .- .'. '--' LQ'3 :::: ') 192= HeM: ~! S~IAI_! ~E~' ! nTEpeECT I Si.IS 3Ul"'ir'1AF~Y F:EPC'F.~T ************************'**"*1*1**""**'*'*'*""'"l,t"t~tt"'I***"t* :rr:-S:;::,3E:--;-- I ,Jr.!. . BCYTON BCH :r:::!~l I!) '! -05 AREA TYPE.,. .,OTHEP ANALyST.......PIV Dt~TE. . . . . . . . . . 1 ,) /11'98 TIME..........109S PEP~~ SEASON COMME~!T...... .IMF'PO'jED ~E~METpv E? ~~ WP DUAL LEFT '-0 ,-,-' -------------------------------------------------------------------------- GEOt1ETF'Y VOLUMES t-JB f'JB L.-,..:::; t: 10 5B LT TH RT F:F: 381 <::::,-1';:) 3~? o 5~1 -1 '47 I) 3':'1 3""7= O~ o I) I:, L EB 12.0 L L T W~3 1~ n L 1"'"l (> L 1:'; ~ r) F' N8 1..... (1 1- SB 1~ to 1'-' 0 1"':l (', 12. r) 1""" ,-, _..., r) '- 12.0 1 ::. I~l 1: (\ 1~. r-, F' .,. 1::. r) 1:. i) 1:2.() F' 12. ) 1':' '"I 1"-' (-1 T F' .,.. 12.0 12 \) :- I) -------------------------------------------------------------------------- AD,JUSTMEt'-JT I="ACTIJPS GF ;DE I-.i\;' A[] Col. e: E:'I.J~E~. P'JF Pt:.::D'=.: pc!.: t':';1 ,.,. ~,c.c' :'jt:'E " , ':. ) " .' r..~ Nm Nb \..' / ~'J 'T1i n T .. ct:' O. (;r-', 1:'1:.1 ~j I) ( - " ('1 0(, S(I oi ~e a ~- - . , vJB Cl 00 (In N , -, .. - , (1 0(1 5':1 I\J ~e 9 . -' " - - - NB (I (1(; 3 Or) N ( - , (1 r) Or.! ~(\ N , < a . - ::-'0 I) '-1,'-., - , i' -' I'.J ':1 I) (, Or) SO I',~ .,. < w - - , .;, -------------------------------------------------------------------------- PH-l F'H-3 '3 I GI',l{'1L ::ETT I '''i~3S F'H-4 F'I-I-'":"I ~_ :..1 '-...... ,-T TH X ! x C'T " F'[' '/~B !....T v TH i=;T PO '" " x ~..!B LT TH PT PC' FH-l X (""Vi"'l C' : r.::-~..lJ"31-H :::: F'~"J-:: F'LI- c ~ ::,-). 0 CLl__.!J. ::r..! LT TH F'T PO v , y X -------------------------------------------------------------------------- LPJ'~E GF'F' '-j '- G, Ie' . En L 0 L'":"I"":" 0 "'no ..' '-'''':' .;. .....-'-' T o. .,.. . o. :2(\8 c,:;, R o. 4 15 0. b 1 .,. vJB L (1 '3 1 1 f). ~~- . ....:..:::...;, T (1 f.:3 1 0 ~R- , , ";;'-"':;' F: 0 -::2 1 ::1 ;S02 NE L (I 243 r) . 250 ~, .. . , e 1 :'3 0 5""7 .. 81: L r:1 ...,.,,.-, ,', 1 58 - r~ 'J 1 .~.,- ::J ::.: . LEVEL QF SEPVICE DEL_'~'7' L.03 34. 1 D 31 , -, 0 .,- 2 Fe , 34. .,. 0 c' 2S ,) D 4. :3 A cO ~ [I .. .. - 1:2. 1 B 01 1 .,- E , 1 :S 7 C L~~:'!='. DF:":L,0..;\1 ~e ~ ...:...i.c: ~Pr-'. !....OS [, .~,~ '5. 1 o ::~? . -:- n -: ~: ~ f:. r, I ;'JTEF:';:ECTI uN: --------------------------------------------------------------------------- In,,.. - 0 _.....) ..- . DEla~':::: ,....,-, -: ~::::<'.?:.":::'.".=,h\ '.J .'I~ ._ ':'. :;:)':::3 1985 HCM: SIGNALIZED INTEPSECTIONS 3Ul"1f'1~4F:Y F;EF'OF~T 11...,rr...*.",..............""_......,.......,*,,."""1""""",,* INTER8ECTION..EQYTO~J BC~ BL\'D'I-95 AREA TYPE.....OTHER ANALYST,..,...PIV DATE..........l0/11!88 TIME..........1Q89 AVERAGE ANNUAL COi"1t1Et'IT. . . . , , . I MF'RO'/E(' GEOMETRY EB ~, oJ:B DUAL LEFT -------------------------------------------------------------------------- LT TH RT EB Lj.-'~ .;t?"3 404 o VOLur1E5 ];JB r.JB t52 t42 0>0 ~k' EB r:Eot4ET""'~ L L T T R [,oJB 1'""' I-I L 1 ~ r-, L 1"'" r) F' 12. r) 1...... i:.i 1:: I) t-J[-f SB c,e:, ". 346 L 1"'" (~, 1:.' 1::. Cl L. L F' !:. ::. 1-' 0 l~.O 12.0 54'::J I) .,-\ , ~ 12.0 1"" (~1 1.:.1:1 1.:: I:' 1'.:.0 ~...., (I "-, 1.2.0 :.:'? 1 "':!"L...... _'W.... lH T T F' 1"'" (1 -------------------------------------------------------------------------- o o r) 1..... I-I J...... ' (~c.,JUSTMF"..lT !="f.~STOF'S GFADE HI,! r-.DJ Pf'G PUEE= F'HF F'ED2 f.' o' .~ ! ';"1>1 r~m !"-"b .. ~ EB o. oe' r)(' ~I (1 (1 o. 9f) ~r . , ':;" - Wo o. Or) 00 N 0 (1 r) . O~) 50 k' . NE (i 00 '-' . 00 ~j 0 (' o. 90 5(' 3B o. 00 - . ;~lO N 0 0 O. '::10 SF) 1:2.0 r-'~!:'.. :-,'!_!T. y 'I'.~ T.in T t,r>r:: T'.'!:-t:: tI rJ n N ::5.2 ~ 12. ~) :::':.8 ~ ,. -::. . 2 ~ -:-1. '3 ~ -------------------------------------------------------------------------- EB LT TH 'n F'!; LT TH ,en F'D ~-3 I C3r'~AL SETT I NG~3 F'H-1 X X X F'H-2 F'H-3 F'H-~ LT TH F:T F'C' LT TH F'T F'D F'LI-1 " .. )( x C''.7'C~E ~_E~~GTH ::::: 1::0. r) F~-.:j. c:.L.J_"" " - C'Ll_.... I" _ \18 NB x ----------------------------------------------------------------------~---- x x x x 5B LE'/EL OF SEF:V I CE LJ~r'JE 5FF'. '..),..-c r: 'C D::::L(~Y LOS EE L. o. to:: '~J . ::i~T8 ~s '" D ~ 0 749 o. 2')9 31 - f) , . ,. R o. 47:- (1. 6~5 2 n B i;JB L (~l . 808 , ':'5 74 , , D - T O. t:26 r:l. :275 25 4 [, c', O. 31') o. 602 4, 7 1"1 j-, NB L (, . 875 0 ~50 4.r~1. ~ E - c. o. 50') r:l. 533 1 1 C;l B " . 5E L o. 744 o. 158 ~.() , b EO: ",. O. 2?O o. 767 1'. '" C " ..J AF'P. !;~L.AY ~'" '" PrC'C'. LOS C' :25. ,q. D 3n. r:', [ :-::.2 n -------------------------------------------------------------------------- I r-~TEF:'3ECT I D~'~: Dela': = 27.~ (sec/~'eh' ') 'C == 1.0(\'.5 LOS ::: D 198:: r.jCi1: 5If,IlALI::ED INTEF2ECTION~ ':3Ur'1!"1AF~Y F;EF'CF:T ********.**.*..........*.....******..............**.***....***t***I*.**... INTES3ECTION..80YTON BCH BLVD/I-95 AREA T~PE..,..OTHER HNALYST"....,PIV DATE..........l0!11!88 TIME..,.......1989 PEAV SEASON COMMENT,.....,IMPPOVED GEOMETPY EB & WB DUAL LEFTS --------.------------------------------------------------------------------ VOLUt1ES GEOMETFY EB W8 N8 S8 EEl \lJB ~JB S8 LT 457 7')6 66:,5 376 L 1:2.0 L 1::.0 L 1:: . r:. L 1::. ,) lCi 551 t..-::-.:l 0 0 L 1:. I) L 1:2. ,', L 1'" ,) L 1:2.0 ~'-' ...~. '.M RT 407 315 39:2 147 T 12.0 T 12.0 F' 1::. r) P 12. (J F,e, 0 0 (> 0 T 12. (1 T 12.0 1.2. 0 12.0 <0, R 1::. I) 1'" 1:2.0 1:.0 1:::. r:"1 1:. 0 1:. ') 1.2.0 1:.0 --------------------------------------------------------------------------- ADJLI':;,TMENT FACTOF:3 GF:ADE H\,./ AD] F'~~'G BUSES F'HF F'Fr,~ e,en f'UT, i~ir-::.S "T'i"::'~ I '-.._'. ( ;:) (;';) Y.'N Nm Nb Y/~'~ :Tri 11 T EB ('. 00 - 00 rI 0 <: , (1. 9r) ::':' N ~= e - -' , .....-,. Vm ,', 1:10 00 N +:) 0 ,"). 90 S':) N ~= 8 .j ... -' . --'. NB 0 Or) ('10 N C' 0 0 on 5(' tl ~1 E.- o - , '- , . :::'1-:' ~) (iCl ..:'. :)':1 (.~ 0 r) o. 90 SO r,J 1 ~3 .j -,,-' . - -------------------------------------------------------------------------- EB LT TH h'T F'r. t.'J8 L T TH F:T PD F'H-l X X X .:; H::'N?-tL SETT I r"'~GS F'f-I--::'. PH-4 F'H-:: X X X ~J8 L. T TH r,:T F'D 5'.8 LT TH F:T PD CYCL~ LE~~GTY = ::).') F'u-l F'~-~ F'~-3 e,u_d x x x X -------------------------------------------------------------------------- LE'/EL OF SEP'J I CE LAl\~E GPF'. V/C GiC DELAY LOS EB L o. 747 o. ::1)8 ~7 (> D - I O. 0""'0 I) . .208 34, 0 0 ~- .. F;: o. 480 o. L~= 8. 1 B '-'..::...... WB L 0, 874 0.::'75 38. 4 D T o. 7""',0 I). ~'7= ~7 1 I) , ......'...... , F: r).336 o. 692 4. q ('\ NB L o. Cr)f::.. o. 2~1) 43. (1 E ~:: r) . 54~ r) . c:"-:r-:r 1.2. 4 8 -J":..:. 51? L. ei. Br:)9 (, 158 4~ c' E , . _._' I'" ('. ""OL o. -T' .7 1 7 I:::' C ..... ' '~.) ":'.::i. , ...J AF'C'. DELAY ~IF'C::'. L.OS D ~7 = ...... ......' .27.7 D ~1 f.. _ .J.. ,_ D ::::. :. r, = r-.l";.EF::':~:ECT I ur'.I: Dela. ~ 29,S !sec!veh) -------------------------------------------------------------------------- LOS :::: D \'/C :.:: 1. .:)~.-+ 198~ HeM: SIGNALIZED INTERSECTIONS 3<.J~I~lAF:'( F:EPOF:T ...*...................".'**..*********"....'*****.."**11*****""**'11 INTEF'SECTION..BOYTO~J BCH BL'JD.'I-95 A~EA TYPE,.",OTHER ANALyST",.."RIV DATE...,..,...10!11!88 TIME.........,1989 AVERAGE ANNUAL COMMENT, , . . . . , WITH PPOJECT ~" 1 988 I I"'PF:O\.'EME~n": ""0 --' VOLur1ES \oJ8 NB --------------------------------------------------------.------------------ GEDt1ETP,/ 58 EB 1'-' f., 12. ,) 12.0 T T F: LT TH RT F:f:: 434 ~11 414 LCO,,",> L=1 \,.,,'-.... \-......... :"46 L L L 560 o n I ~ 291 o 362 154 o T I) ,) ~ i 12. r) R 1,.., t) -. . 1,..... /-) ..... '- WB NB S8 I""' (, ....... .' 1:2.0 L 1~. r=: 1::. .) 1:::. (l 12. r) 12.0 L 1::. ':' I ~ :2.0 <=, " 1:2.0 P 1:. I) 12.0 1:.0 1:2.0 i"'"' ", .........'- 1 ':. ':) 1.2.0 -------------------------------------------------------------------------- 12.0 A[lJUST~.1E~.JT FACTOF~S 5F~:ADE H'! AN Pf"'G BUSES F'HF F'EDS F'ED ::-"_!T ~,F-r.: T'(f=''::: : ~; ) ! ~~ ) /r. nm Nb :N mi n T EB . 00 (rr) N 0 0 o. 9r) 5r) ~j ~.= 0 - u. ''':'. vJB I:: 00 ~, . 00 N 0 0 0 90 5~) N .~= 8 3 . , --....;. NB O. 00 Or) N 0 <) 0 00 SO n -::1 8 .,. -' . , , 68 0 CO 00 N >:) c\ ,) 9{:l '=; :~) n -, . 8 .,. . - . . - , .~, S I Gr'~;iL SETT I ~'JGS --------------------------------------------------------------------------- C'/Si_f: ;_Er.!l:::TH :::: 1.::).0 F'H-4 ,,"0 ~k' F'H-l X X X LT TH F'T pe LT TH F~T PD PH-:: pw_- PH-4 LT NB TH F:T PD v43 LT TH e,'r '" I, X X ':::B PD F'H-l X FH-:2 FH'--:=' x x -------------------------------------------------------------------------- X L.E"./EL OF SEF:V I CE LHi"~E r" r~."", 1,/ Ie 5. IC DEL~lY LO'3 ..:::Jr".... . ED L (1 . 71 ':: o. 208 :5. 9 D T ::\ 7 .:;9 ,) ':C\':;? 31 '" D . , .~ R o. 488 o. 6'":'t::: 8. 1 B I.'.!(:': I. o. :308 o. ..,-n:::; 34, -, D -, - T o. 6.,:8 o. 275 ~= ,~ D ,,-,-'a F: o. .~S 1 I) (, 69:: 4, 7 A .', NE L r:,. r:?f.:: (. . ::50 4. 1 ~ E . - ,., ',) . 5(10 o. 5.33 1 1 9 B i-, SB L o. 744 , . , 1 i:;:',-, .(~. ':\ . !::. E . .....G F~ (\ , ',,10 .' . 36 7 1 -, 6 C , f~F'F'. r'EL.'~'i';' ~d::'~:'. LOS [I J-Ir:::' 0 "'-'~~ 1:::- ,1-....1. ..J 1) 3r).7 Co :-:.S [, I ;-'JTEF';:;:ECT I Cit'~: De12~ = 27.3 (5EC/vsh) -------------------------------------------------------------------------- 1.0'3 .~ D \' 'G ':::;0 1. ':\ 1 J' 1985 HeM: 2 I E'i.!~~L I ZED I r'..lTEF'SECT IQt.IS ~ 3U!"1M(~F:Y 1::;EPOF~T ............................,.........................*....'*.I",I.".*.t INTERSECTION.,BOVTON BCH BLVD/I-95 AREA TVPE".,.OTHEP ANALyST,......PIV DATE......, ,.,10/11/88 TIME..........1989 PEAK SEASON COMMENT.......WITH PROJECT ~ 1988 IMPPOVEMENTE -------------------------------------------------------------------------- LT TH RT F:F, EB 468 5.:S4 417 o VOLUMES WB NB 706 674 SB ::7b o lC::;-Y \) L L T T P EB 1:2. r) 12.0 12.0 12. r) 1'2.0 12. \) L L T T p' C:,EOMETPY ~JB 1'" (l L l~.O L 1'"" (, P 12. t:l 1:2.0 1'" I-I ~'H3 1..... (1 1'""'1 0 SB 1_. .) 12.0 1::.0 12.0 1~. C' l~.O ,:S50 315 i) 3C?2 L L 1 ~. .~' p o o !:. (1 1 :: , 1~' !~. r:l -------------------------------------------------------------------------- AD,]L!STMENT FACTOF:g GRACE HI.,! ADJ Pf"G BUSE!:; PHF F'~r'~ t=oc'1J !7'l.}T. ?lFS' , T'/F~ C, ) ~ ~~ > v/n nm ~Jb V/'.J mi n T EB o. 00 .,. 00 ~t I) 0 (1. 9(l 5C' N ~e Q - . t',!B o. 00 .,. 00 N 0 0 o. 00 5r:1 'J ::5. 8 3 ~, . NB o. 00 . r)r) N 0 I) o. 90 c::;n ~I -::1 '" '. - 58 " 00 .,. 00 N 0 I) 'J (.,11:\ 5(l 'J .." ''3 -" '-'. ~, . . , -------------------------------------------------------------------------- !::3 LT TH Pr- 'IF? L T TH EB P'H-l X F'H-2 v " ~"r . , x v ,', ~"r PD ',' .,.~, ~'~ .=, LAN~ GF:F' V/C L o. 7,::,~ T ':',843 F' 0.49:2 L I"' 8-'.' T (1 741 F: 1~) _ _ :::; ~m L C', Q 1 2 r.:: ," =.~:: L 1-, ~ 2r~)O p n -:1::;) E,L I n.....EF<~ECT I (J~'~: F'H-3 S I sr'JAL 3ETT I ~~G3 P'H-4 ~ x G./C r) ::r)8 r) 208 (, 6::5 ':\. :75 (\. ::75 ,). :S'::J~ (', :::':!) '-).::':::3 1:".1 !:::q 0.36''''' LE1/EL OF ~EF't,JICE DELAY 3"'" C. :-=.0 F:: ..... 3'3.'1 ::..... ~. 4. <j' QA -=- I'::'. 4': 1:5 17 ~ . I NB LT TH F'T F'r' '3'3 LT TH F'T PD LOS D D E' ') r A E 8 f' De13/ - ~a.o (~ec/.'2~' C'{r:L~ :_E~~C:,:-!-l == 1:"). (1 C'LI_ ~: F'H-'1. F'H-l X F'~-I-'2 y x x ';F'!=' C!:::LI;'! ::? 1. :::-iF'I:::'. LOS r :27 g D ~~, l~; ....e- <:::, D ,~ 'J :"!: ::= 1. ;)....::: 1-:]'3 ;.;: D GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON/I-95 1988 AVERAGE ANNUAL DATE 10/11/88 ********************************** LEVEL OF SERVICE E SATURATION 98 CRITICAL N/S IJOL 523 CRITICAL E/W VOL 1092 CRITI CAL SUM 1 <51 5 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WEST80UND r'10V I;.) I DTH 2 R. . L. . L. . 12.0 12.0 12. (I R. , 12.0 R, 12.0 L. 12.0 T. . 12.0 L. 12.0 T. 12.0 L. 12.0 R. . T. . T. . L. . 12.0 12.0 12.0 12.0 :3 4 5 6 r'lORTHBOUND TRAFFIC VOLUMES SOUTH80UND EASTBOUND WESTBOUND o 81 347 484 311 62.3 ."FT THRU RIGHT 561 o 346 331 544 ")""7":' ..:..,' ..:.. .~ .:, LOCAL 8U:3ES < II/HR) o o o o PEAK HOUR FACTOR !.10F;TH80UND :30UTH80UND EAST80UND klEST80UND TRUCKS < ~~) 3 3 .9 .9 3 .9 PHAS I NG N/'S :5. DIRECTION SEPERATION :5. DIRECTION SEPERATION 1. 0 - 99 <IIPEDS/HR) 120 SECONDS E/W PEDESTRIAN ACTIVITY CYCLE LENGTH CRITICAL LANE VOLUMES 8Y MOVEMENT f'lORTH80UND SOUTH80UND EAST80UND ~JEST80UND ~RU -RIGHT 0 0 290 32,s LEFT 334 189 380 712 LEFT TURN CHECK NORTH80UND SOUTH80UND EAST80UND i....IEST80UND JF'I)T IJOLUf1E 561 331 347 623 'cT( ,-ED VOL 638 361 380 712 .:APACIT( 0 0 0 0 1 0') Ei"1ENT N/A N/A N/A f'l/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON / I-95 1988 PEAK SEASON DATE 10/11/88 ********************************** LEVEL OF SERVICE E SATURATI ON 1 0 8 CRITICAL N/S VOL 578 CRITICAL E/W VOL 1 1 96 CRITICAL SUM 1 774- ************************************* LANE NORTHBOUND MO~) oj I DTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH l<JESTBOUND 110U l,JI DTH 1 .., ~ .~ " R. . L. . L. . 12.0 12.0 12.0 R. . 12.0 R. 12..0 L. . 12.0 T. , 12.0 L. . 12.0 T. 12.0 L. . 12.0 R. . T. . T. . L. . 12.0 12.0 12.0 12.0 4 5 6 NORTHBOUND TRAFF I C VOLUf'olES SOUTHBOUND EASTBOUND 1."IESTBOUND LEFT THRU RIGHT 619 o 375 359 o 93 .381 509 :347 ,-~ 6,'.J 571 301 TRUCkS C;:> NORTHBOUND SOUTHBOUND EASTBOUND 'AiESTBOUND ~ " LOCAL BUSES ,; #...'HR:> o o o o PEAK HOUR FACTOR 9 3 3 .9 ';< 3 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION SEPERATION :5. DIRECTION SEPERATION 1. 0 - 99 (#PEDS/HR) 120 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT f;:U -R I GHT LEFT NORTHBOUND o 371 SOUTHBOUND o 207 EASTBOUND 305 421 WESTBOUND .343 ;' /5 LEFT TURN CHECK P[ 1.)OLUI1E ,JU:::iTED lJOL APACITY iOVEf'olENT NORTHBOUND 619 707 o N/A SOUTHBOUND 359 395 o N/A EASTBOUND 381 421 o N/A klESTBOUND 675 --~ i ,'.J [I N./A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS IMPROVED BOYNTON/I-95 1988 AVERAGE ANN DATE. 10/11/88 ********************************** LEVEL OF SERVICE C SATURATI ON '72 CRITICAL N/S VOL 523 CRITICAL E/W VOL 663 CRITICAL SUM 1 1 86 ************************************* LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND I,JESTBOUND LANE MOV WIDTH t10V WIDTH i"tDV klI DTH i"lOV I,ll DTH 1 R. . 12.0 R. . 12.0 R. . 12.0 R. . 12.0 '" L. . 12.0 L. . 12.0 T. . 12.0 T. . 12. O. ~ 3 L. . 12.0 L. . 12.0 T. . 12.0 T. . 12.0 4 ... . L. . 12.0 L. . 12.0 5 L. . 12.0 L. . 12.0 6 NORTHBOUt~D TRAFFI C I)OLUMES SOUTHBOUND EASTBOUND I,JESTBOUND LEFT THRU RIGHT 561 o 346 331 347 o 484 81 311 623 544 "",-,,..., ..::.(..::. TPUCKS 0:) NORTHBOUND SOUTHBOUND EASTBOUND I,JESTBOUND -, .:;, LOCAL BUSES (#/HRl o o o o PEAK HOUR FACTOR '? 3 3 3 .9 . '? n , 7 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION SEPERATION :5, DIRECTION SEPERATION I. 0 - 99 (#PEDS/HR) 120 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT 1f;'U -PI GHT LEFT NORTHBOUND o 334 SOUTHBOUND o 189 EASTBOUND 290 199 lo,lESTBOLIND 326 373 LEFT TURN CHECK IPI I)OLUt1E !cTU:::;TED VOL .:APACITY IIJ')EMENT NORTHBOUND 561 638 o N./A SOUTHBOUND 331 361 o N/A EASTBOUND 347 380 o N/A klESTBOUND 623 712 o "VA GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS IMPROVED BOYNTON/I-95 1988 PEAK SEASON DATE 10/11/88 ********************************** LEVEL OF SERVICE D SATURATI ON 78 CRITICAL N/S VOL 578 CRITICAL E/W VOL 71 1 CRITICAL SUM 1 289 ************************************* 1 R. . 12.0 12.0 12.0 LANE GEOMETRY SOUTHBOUND EASTBOUND ~JESTBOUND t'10V [...IIDTH t10V l,JIDTH t10l) l,IIDTH R. . 12.0 R. . 12.0 R. . 12.0 L. . 12.0 T, . 12.0 T. , 12.0 L. . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 L. . 12.0 LANE NORTHBOUND MOV WIDTH 2 L. . .-, " L. . 4 5 6 t,JQRTHBOUND TRAFFI C VOLUt'lES SOUTHBOUND EASTBOUND 1,IE:3TBOUND LEFT THRU RIGHT 61 '7' o 359 o 93 381 509 347 675 571 301 375 NORTHBOUND SOUTHBOUND EASTBOUND i,JESTBOUND TRUCf<S 0;) 3 3 3 LOCAL BUSES (ij/HR) o o o o PEAK HOUR FACTOP . '7' 9 ~ . 7 3 .9 PHASING N/S E/~J PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION SEPERATION DIRECTION SEPERATION o - 99 (ijPEDS/HR) :5. 1. 120 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT 'RU -R I GHT LEFT NORTHBOUND o 371 SOUTHBOUND o 207 EASTBOUND 305 221 l.\IESTBOUND 343 406 LEFT TUF.N CHECK NORTHBOUND SOUTHBOUND EASTBOUND I"IESTBOUND lpr '()OLUME 619 359 381 675 .,JI),,, TED l)OL 707 395 421 775 APAC ITY 0 0 0 0 IOl)Et'lEt'JT N/A N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON/I-95 1989 AVERAGE ANNUAL DATE BACKGROUND ********************************** LEVEL OF SERVICE [> SATURAT ION 77 CRITICAL N/S VOL 583 CRITI CAL E/W VOL .:. 91 CRITICAL SU~1 1 274- ************************************* LANE NORTHBOUND 1'-10V I,J I DTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH I.<.IESTBOUND 1'-10,,' WIDTH 1 2 3 4 R. . L. . L. . 12.0 12,0 12.0 R. . L. . L. . 12.0 12.0 12.0 R. . T. . T. . L. . L. . 12.0 12.0 12.0 12.0 12,0 R. . T. . T. . L. . L. . 12.0 12.0 12.0 12.0 12.0 5 ,5 NORTHBOUND TRAFFI C 'JOLUMES SOUTHBOUND EASTBOLND liJESTBOUND ...C:FT THRU RIGHT 642 o 362 346 o 144 423 498 407 652 54'? 291 TRUCf<S ': ;':., .~ 3 .~ .~ LOCAL BUSE:::; .; ll/HR) o o o o PEAk HOUR FACTOR NORTHBour".ID SOUTHBOUND EASTBOUND WESTBOUND ,-, , .9 .9 3 .9 PHASING N/S E/I,J PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION SEPERATION DIRECTION SEPERATION o - 99 (IlPEDS/HR) :5. 1. 120 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT F'U -R I GHT LEFT NORTHBOUND o 385 SOUTHBOU~lD o 198 EASTBOUND liJESTBOUND 299 -329 247 :392 LEFT TURN CHEO: NORTHBOUND SOUTHBOUND EASTBOUND liJESTBOUND iPtl~ 'JOLUME 642 346 423 'C'-'j .:;'4"1+ ,JL .ED IJOL 735 379 472 ' , APAC ITY 0 0 0 0 O'J El'-I ENT N/A N/A N/A ~.J/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON/I-95 1989 PEAK SEASON DATE BACKGROUND ********************************** LEVEL OF SERVICE [) SATURATION 83 CRITI CAL N/S VOL .5 1 ,/ CRITI CAL E/W lJOL 757 CRITICAL SUi"1 1 374- ************************************* NORTHBOUND LANE ~10V WIDTH R. . 12.0 '" L. . 12.0 ~ ~, L. . 12.0 -=> 4 ... . 5 ... . 6 LANE GEOi"lETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH ~.IESTBOUND MOlJ 1.<11 DTH R. . L, . L. . 12.0 12.0 12.0 R. . 12.0 12.0 12.0 12.0 12.0 R. . T. . T. . L. . L. . 12.0 12.0 12.0 12.0 12.0 T. . T. . L. , L. . NORTHBOUND TRAFF I C 'JOLUi"lES SOUTHBOUND EASTBOUND klESTBOUND LEFT ',RU "IGHT 665 o 392 376 o 147 457 551 407 70,", 63':;:' 315 NORTHBOUND SOUTHBOUND EASTBOUr..jD klESTBOUND TRUCKS C,) 3 3 3 3 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR 'f .9 .9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION SEPERATION :5. DIRECTION SEPERATION 1. 0 - 99 (#PEDS/HR) 120 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT iRU -RI GHT LEFT NORTHBOUND o 400 SOUTHBOUND o 217 EASTBOUND 331 269 t,.IESTBOUND -,.-,.-. ..:',='..:' 426 LEFT TURN CHEC~: NORTHBOUi'lD SOUTHBOUND EASTBOUND I...IESTBOUND IPUT 'JOLUME 665 376 457 70,", '.JUSTED 'JOL 763 415 513 :312 :Ar ':ITY 0 0 0 0 10'" _dENT N/A N/A ~.l/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON/I-95 1989AVERAGE ANNUAL DATE WITH PROJECT ********************************** 'LEl,,'EL OF SERVI CE D SATURATl ON '78 CRITICAL N/S VOL 589 CRITI CAL E/W VOL .;:5. 9 9 CRITICAL SUM 1 288 ************************************* LANE NORTHBOUND f'o10V klI DTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND MOV WIDTH 1 2 3 4 5 6 R. . L. . L. . 12.0 12.0 12.0 R. . L. . L. . 12.0 12.0 12.0 R. . T. . T, . L. . L, . 12.0 12.0 12.0 12.0 12.0 R. . T. , T. . L. . L. . 12. [I 12.0 12.0 12.0 12.0 NORTHBOUND TRAFF I C 'JOLUMES SOUTHBOUND EASTBOUND vJESTBOUND LEFT ',RU .JGHT 651 o 362 346 o 154 434 511 414 652 560 291 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (X) 3 3 3 3 lOCAL BUSES (#/HR) o o [I o PEAK HOUR FACTOR .9 '7' , ,9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION SEPERATION :5. DIRECTION SEPERATlDN 1. 0 - 99 (#PEDS/HR! 120 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT iRU -RIGHT LEFT NORTHBOUND o 3';>1 SOUTHBOUND o 198 EASTBOUND 307 254 1,IESTBOUND 336 :392 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND l,JESTBOUND JPUT UOLUt1E 651 346 434 ,552 ).JUSTED VOL 746 379 485 747 ::AF . ':: I TY 0 0 0 0 Kil.. _,'lENT t'oJ/A N/A N/A t'J/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS BOYNTON/I-95 1989 PEAK SEASON DATE WITH PROJECT ********************************** LEVEL OF SERVICE [) SATURATION 84- CRITI CAL N/S VOL 6:2:2 CRITICAL E/W VOL 764- CRITICAL SUM 1 386 ************************************* LANE ~,jORTH80UND MOV WIDTH LANE GEOi"lETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND ~'10V 1,,11 DTH 2 R. . L. . L. . 12.0 12.0 12.0 R. . 12.0 12.0 12.0 R. . T. . T. . L. . L, . 12.0 12.0 12.0 12,0 12.0 R, , T. , T. . L. . L. . 12,0 12.0 12.0 12.0 12.0 3 4 L. . L. . 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND l,JESTBOUND LEFT iRU ~:IGHT 674 o 392 376 o 157 468 564 417 70,~ 650 315 NORTHBOUND SOUTHBOUND EASTBOUND l,JESTBOUND TRUCKS C';) 3 3 , y ~ .;> 3 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR ,9 . y .9 PHASING N/S E/I,J PEDESTRIAN ACTIVITY CYCLE LENGTH :5. :5. I . 120 DIRECTION SEPERATION DIRECTION SEPERATION o - 99 (#PEDS/HR) SECONDS CRITICAL LANE VOLUMES BY MOVEMENT iF'U -PI GHT LEFT NORTHBOUND o 405 SOUTHBOUND I) 217 EASTBOUND 338 276 (.,IE5T80lND .390 426 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND I"IESTBOUND IPUT VOLUME 674 376 468 706 ',JUSTED \)OL 773 415 526 812 -.A:' ~ITY 0 I) I) 0 lOt.. cr'l ENT N/A N/A N/A N/A I REVISED BOYNTON BCH BL VDII 95 ':=Ut'lMAF:Y !='Ef-".-:"~F'T 1985 HeM: S!GNALIZED INTEPSECTIO~~E **t'******t**.t~11*'*'**********"'*'*,***,*****,**************'.*'*'*1*'* AREA TYPE,.,..OTHEF ANALf3T.......PIV It'JTEPS=CTI:N..SQY~JTJN BC~~ ~L\!D.!I-~5 DATE. . . . . . . . . . 11),1 11 .I c'8 TIME..........l~80 AVERAGE AN~JUAL COMMENT.......REVISE[I BAC."GF'OUND IMP. GEOMETF'Y EP~'~'IP D'JAL L.EFT~ -------------------------------------------------------------------------- LT EB 4~'? 5'=?O VOLUME~ vJ2 ~JB 4,::7 3~6 T!-! 4,::;}.:J . ,-, o 214 o RT 22:::: '7<" ....., ! F~F: r) o co ....J,... :3(\ r) 156 ::~ CEQi"''::T!='Y L I ~ EB 1.... I) L L ~'jB 1...... r) ".Ir.:! ,......' 38 1:. r:l L I ~ 1.... ,-, . - 1"" r:' 12. :) L 1::.r:1 1::. r) 1"" ',) 1" L P 1.... I) T l~.O T l~.O p 1:? r"', T 12.0 l::2. r) 1.... r) 1.'2. r) T 1::. r-) 1:: i-I t..., I) 1'"'"\ ,"1 p P 1.... i-I 1"" ,) -------------------------------------------------------------------------- AD.JL'STMENT FACTOF'S GP.ADE HI.,J AD.] p-fo"G BU2ES PHF F'F:'~ FED PI..JT. 1!4r:::'r.;:, T'(PE , .. ., , ,. 'f'J Nm :-IIJ ...,., ,ni n T , , , , EB o. ':10 ':'0 n 0 e. e< C'(J 50 n ~~ '" .,. . . .-....., 1'48 (i , 0'.) .,;'. C1.::1 r~ 0 ,) 0 . 0(1 ::/} N ::s , '3 3 NB (I 00 00 N r:, C' , . 0/) ~, . ~! , ,::;. .,. . . . -' , .' '. , ~B ':: ". . (10 N ,', '.) Cl r" i~l ~,-\ ~,.j .,. 1 q .~, . . . " , .' . ,~ -------------------------------------------------------------------------- "'co LT TH :::T F'D .'J.:::" LT P'H-1 X X ~ c:'w.._"" , ., ...... TH , ,"-. C'T F'D FH-"'2" ':; I Gr.j!.:.!~ ;:'ETT ~ :'~C:::3 F'H-,j. ~ x ~YSLE LEN~TH = 1:').() PH..'l F'l"!'-l X CL1_.- r:.l_!_.... r!8 LT TH OT PI. ::;:i.j I_T TH h'T PI' x x x -------------------------------------------------------------------------- LANE SF::-' , I,/.'C EB L 0 . 5'); T u , :S1:1r"1 F' C1 , ::6':' ".!)3 L 1::',::1' _: :;, T 0 , ':.9::- e, ,', 34'S " :-IB L (1 . 66t:. P i~l . 37 1 SE: l. (l 64= c: (1 :24:2 0.708 LE')EL OF SEF'\jICE ~:~ DEL~Y LnS ,:~/:'C'. LOS ':1. 3(;~3 f). t~'? O. :2::'7 i~". ::::; (1" SC?2 /). : =.""' Cl. 1:25 0.175 o. 4~"'1.5 ,....1::',..., 1)'-1 ^.\' '"-I, ~-. ... ,~~ _ c-; :- :;:0. ~ D ::3 ,~. C ~ P w . ..... ~:\ I:; D ~~ - [, 8 .., B ~ ~: , 8 ['I . , ~ 'I C ., ~ . '":!',:!;: - n . 1 " 1 B , ::: 1 . q. [ ~- ~ ...- .~'. .,;;, r- '.~ ~~'. 0 r, =:C),2 [, r r~TEF:SECT lOr.,!: ------..-------------------------------------------------------------------- !....~s :;:: c re13/ = 24.~ 'sec.'\'eh) !J 'r'" ~ ':1. ""':5 1985 HeM: EIGNALI:EO INTERSECTIONS SUI'-I1"1AF~';' F:EFtJF:T *******.********.,.*.,.*****...**************.*****.******"*1.*****'*'*'* !NTER~ECTION..80YNTON BCH BLVD,'I-95 AREA TYPE....,OTHEP ANALyST.......PIV OATE,.",.....10/11/88 TIME...,...,..1980 PEAK SEASON COMMENT.".",PEVISED BACKGROUND IMP. GEOMETRY EB~WB DUAL LEFTS --------------------------------------------------------------------------- EB VOLUt1ES WB ~JB 50= 3::8 GEOMETRY 58 4,.....,1:::' 7....J -eo .,;.,J, L EB 1:. r) L ~\J8 1::.0 L NB 1::. (J . I.~"'" .....-.J..... 58~) ) (-; L. 1::::.0 L. 1::::. '.) L 1:2.0 1 =. I) L L F' 3B 1::. r) 12.0 1::. i) 1::.0 LT TH RT pc:' :':::8 ~) 300 232 159 T 1::. r) 'J (> Cl T , 12. .J T T 1~.1) F' 1::. ,) 1:2. I) po 1:2.0 F 1:2.0 1::. I) 1::. !) 1:.0 12.0 :::::. I) 1::.0 -------------------------------------------------------------------------- (ID.]USTMENT FACTOF.'S GRADE H'! P,DJ PfG BUSE= F'HF F'E~)2 FE':,. E;I ..IT, f::'!F';:; . T'/e,r.;- . .., (~~ ) y/tj r.Jm r~b 'Y " ~.~ mi n T EB ('. 00 3 ()(I ~j (I 0 0 9() 5,:, N ~e 2 . "':'_'. WB '.j. (/(1 00 n 0 0 ;,-, ?O 50 '.1 ~e '3 -' . '.'. ~...; - NB o. C() '" 00 N (J C' 0 90 50 ~ ~ :'1 8 , , . . .~3 C' , - .(\ '::1) 1',4 I) ., " 9r) 'SO N 1 '3 . - . . . ..:.' -------------------------------------------------------------------------- '3 I G~.~f.~:d_ S~TT I ~,~!:=:3 ~.~B L.T F'H-l X C':'S~E !....Er.!STY ::= PH-=: C',-!_ ~ 1 =':i. (1 F'H-4 EB L.T TH F~T PD F'H-l :< X X FH-:2 F'H--:: PH-4 v~ E: I ur - , X X X TH F'T F'D Sf3 LT TH F;T PO X x TH F:T F'D X -------------------------------------------------------------------------- LEVEL OF SEP') I CE LANE GRP. V/C Ga" DELAY LOS AF'P. DELAY l\C'!::' LOS ' w -" . . EB L 0.574 0.308 27 1 D ...,.., 7 C , .......;... , T 0.697 0.308 24.8 C R 0.265 0.633 6.3 B W8 L 0.677 0.267 31.4 0 24.9 C T 0.716 0.267 27.3 D R 0.374 0.592 8.4 B NB L 0.725 o. 167 39.3 D 30.0 D R 0.402 o. 425 15. 7 C 58 L 0,734 o. 175 39.0 [, 31.0 D I~ 0.247 0.475 12. 1 B -------------------------------------------------------------------------- I NI-EF:SECT I UN: Delay: ~e -, ........J. , (see / \p'eh ) V/C = 0,817 L.OS : D 1985 HCM: SIGNALIZED INTEPSECTIONE 3U~1~1HF:Y F:EF'CRT "'***""""""'*---,_"",_"""""",-'*"'*"-*1*"'1""111""" INTEF:SECTION. . BlJYNT8N 8eH BL",/D,' I-95 AREA TYPE..,.,OTHER ANALYST......,PIV DATE..,....,..10/11/88 TIME...,.....,1989 A'JERAGE ANNUAL COMMENT,.,..,.WITH PROJ.REVISED BACYG. 1088 IMPROVEMENT? ---------.----------------------------------------------------------------- VOLUMES E,EQMETt:;'.y EB vJ8 NB 58 EB vJB N9 53 LT 47(' 467 ~~~ 330 L ,~ 0 L 1 ~ 1-' L 1 2. ,', l_ 1. ~ f:l .:.;,....::......) ......... TH ~,:l: l=-,.,'::J ') I~\ L 1:2. () L 1 ~ .) , 1 ~ I . I L 1~. (> ....J.. , ~ ~~ RT -,............ ~~-, :21 4 1 !.:.f.::.. T 1~. t, T 1 ~ 0 P 1"" r) P 1:2 . (, ~. .' ..... , .' .c.. ~. pc:' r) (> 0 ,', T 12. r) T ,,,,, 0 1 ~ !) , ~ 0 ," . ~. - R 1:2 . r) P 1:: . r) 1 ~. r:! 1. ~ ,', ~. -, 12. 0 1 ~ 0:) 1 .~ '. " , ~ (> .j. ~- . . ....;,. --------------------------.------------------------------------------------ ADJUSTME!'./T FACTOF:S GI":(1DE H" ADJ Pf:'G BUf.::E:: PHF PEDS P'ED, Pl'T. " ( ~; ) (";, Y /1'-.1 Nm !'Jb OJ .IN mi n r " EB o. 00 (ll) N (, 0 o. 90 Sf) N ~~ 2 - , -- WCi 0 00 ',:1/) N (> I) " 00 50 r) ......r.=: C) -' , ''';'. '.'. ............ '...1 NB o. 00 Or) 1',1 (! 0 o. 9(1 Sf) N - 1. 0 "-' . , ~~ ~:J ;:\ ':)0 ,:i') N I) ,) o. 00 '=;(1 !'~ ::'1 9 --' , - , P..PF. T'-';-'E .:;, - .~. , , ----------------------------.---------------------------------------------- CYCLe: L..:::::~!S TH ~-.: ~ :2'). 0 EB LT 1H F:T F'D F"H-l X X X FH-:2 ~ :,,= L T TH F:T F'[' X X X SIGr.~;~JL. SETTI~~G3 P'H-c PH-4 F'H-l r.:;,LJ._...... , _. FL1-? ;::'LJ_.:;. ,m LT TH F:T P[. ~JS L T TH F'r PD X ':( x X -------------------------------------------------------------------------- 1."\t\1C' .....1-., ~'- G~;F'. ') 'e EB L T R I ~ o.e10 o. ~1_, 0.2-'1 'lr.:. VY"-' :-, ~n_ ".. __ .OJ T 0.598 :~. 345 /-', LOC' '. .....'-'- ,'., ~H? L .,.' ,-I _, 1 C' t4:2 51:' L F: u. ':5'3 ----------------------------------------------------------------------------- ~CJS :::: C I !',~TEE3ECT I Cij""j: LE\.'EL OF SEF'/l CE DELi~Y LOS :::b, q. D ::::.5 C b~:: p 3::'. ..:' .~ G,'C 1).7(18 (1. '3(i'3 O. t::,:: Ai:::'F'. DELAY ~< ~ APP. LOS c ::'.=:,::,"""7 r:l. =:6-: ::-::.'3 c "",C" c:- [I [; D C [, [; [I ..-, 1:.";':;:)'"'" ""'...... ...... 8.:2 "":!'Q ,..., '-''-'. .... [1 I", 1 :.."7 ..'. .J.'-, ""'0 "":!' ... .-' Co. 4:::5 r:\.17= 1': .q 36,7 ~o ~ ......_'. ...J ':'.4......5 1::. .2 D'21 ;:r.,' ..-": :24. .:~ .: ';3 (::;: C " .21; ) ! I.~I.'C = :). -''''''3 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION..BOYNTON BCH BLVD/I-95 AREA TYPE.....OTHER ANALyST......,PIV DATE..........l0/11!88 TIME..........1989 PEAK SEASON COMMENT.......WITH PROJ,REVISEO BACKG. 1088 IMPROVEMENTS -------------------------------------------------------------------------- VOLUMES GEOMETF:Y EB 1tJ8 "In S8 EB [dO NB SB ' ~'-' .1_' LT 506 505 :4'7 359 L 1:::. 0 L 12. 0 L 1::. ,., L 1 ~ ~ r) TH 666 ~O1 0 ~) L 12.0 L 12. I:~ L 12.0 L 12. 0 ~ . RT 238 "":!'nf"' 2:::2 1 ~.9 T 12. r:~ T 12. ':) P 1 ~. I:' F' 12. I:~ F:!=: ~:l 0 ~) ,., T 12. 0 T 12. 0 12. 0 12.0 F: 12. (, P i ~ (, 1:2 . (:~ 1'::::: . C\ .~, 1::. ,) 1~. r) 1:: . ,) 1.2. 0 ---------------------------.----------------------------------------------- ADJUSTMENT FACTORS GF=,{-4["E Hl.' PiL' J F'~'.:S E)!....!SES F'HF Fl::"T\C: F'E:'. E..U..... "\~'C'. ;';'~ E: ( .~ ~ C~) y )~4 ,"~m ~'!b El? I~.. 1)0 I::. ,', (,.01:: ~:~. 0 ~:' ( . Ol~' =.I~~ v :'~'~ n :T:i n T NE' . ~:iO I:! . '~'I" _'. >::'0 l'! ;.~ N ~~ 2=.0 ~\t:3 (, ,., ==n ....J '~. !'~ ..., c::: ~"J . ...) .:;. -: . '~',I) ':: o ,', I::- f~' l'J _ ! . e .,. '~E' '::\. ~ "~\ _. ')0 c. r:~. '::l r~, 1::::: (-~ i\~ c ., .3 3 -------------------------------------------------------------------------- I::' T C.".I^.1 CC'TT i 1\11':0:::- .- ... -" ". -, '- -' '-, , ... ~...., '-' r"vrl r.:- I c:'r-.lr:TI...J :_ '..... ,-",-.- ....'-, - .~., , - ".!T,:' ~ '-' F'~-~ X F'LJ-:: CW_C ~~,). 0 F'~-1 CD LT TH F'H-l X F"H-:: c:.u_.c F'LI.-1. ~',: ;.? f>I:' I 'r - , I. X X en LT TH f':T FD LT TH RT PO X f.T x y x TH !=:T PD v ^ --.------------------------------------------------------------------------ L.At"4E GF;!=' '. , 'C" 5, ,'C" , .. El? L , . ~c:,.., , . , 71:'8 . , -~ .. T .,. 1 1 ,', :;C)~~ .' , . F': (I. ::7:' (, , ::'3:: t,,; .e L ,', , S,'7 ~:~ ~='7 . 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':3 ',~e= ,'\, ~'h ' , 1 . i" _ ~:'. ?=~ LD3 := D GREINER ENGINEERING CRITICAL MOVEMENT 51::- ~ I ENCES ANAL"Y'S IS REVISED BOYNTON/I-95 1989 AVER ANN DATE BACKGROUND ********************************** LEVEL OF SERtJI CE B SATURAT ION 6:2 CRITICAL N/S VOL 374- CRITICAL E/W l,'OL 653 CRITICAL SUM 10:27 ************************************* LANE NORTHBOUND MOl) WI DTH LANE GEOi"lETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH WESTBOUND MOV i,J I DTH 1 R. . 12,0 12.0 12.0 R. . 12.0 R. , 12.0 L. . 12.0 T. . 12.0 L. . 12.0 T. . 12.0 L. . 12.0 L. . 12.0 R. . 12.0 12.0 12.0 12.0 12.0 2 L. , T, , T. . L. . L. . 3 4 L. . 5 ,:) NORTHBOUND TRAFFI C 'JOLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT ~RU t<IGHT 326 o 214 330 o 156 459 590 223 467 4'7'8 .-'7"'" -,-, , NORTHBOUND SOUTHBOUND EASTBOUND I,IESTBOUND TRUCKS (%) 3 3 LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR 9 ,~ . , :j 9 3 9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION SEPERATION :5. DIRECTION SEPERATION 1. 0 - 99 (#PEDS/HR) 120 SECm,JDS CRITICAL LANE VOLUMES BY MOVEMENT ~RU -RIGHT LEFT NORTHBOUND o 186 SOUTHBOUND o 1::)8 EASTBOUND 354 270 WESTBOUN[' 299 275 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND IAIESTBOUND iPUT lJOLUt'1E 326 330 459 4,:57 ::>cTUSTED lJOL 355 360 515 525 ::14'- :ITY 0 0 0 0 "1O'""r1ENT N/A N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS ~-VISED BOYNTON/I-95 1989 PEAK SEASON DATE BACKGROUND ********************************** LEVEL OF SERVICE C SATURATI ON .5 9 CRITI CAL N/S VOL 40 1 CR I TICAL E/W VOL "74 0 CRITICAL SUM 1 1 41 ************************************* LANE NORTHBOUND MOl) WIDTH LANE GEOi"lETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH I,JESTBOUND MOV 'Ai I DTH 1 2 3 4 R. . L. . L. . 12.0 12,0 12,0 R. . L. . L. . 12.0 12.0 12.0 R. . T. . T. . L. . L. . 12.0 12.0 12.0 12.0 12.0 R. . T. . T. , L. . L. . 12.0 12. (I 12.0 12.0 12.0 5 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND "JESTBOUND LEFT 'RU ,dGHT 338 '-,C''-' ~,-I~ o 232 o 159 495 653 228 505 580 ;]00 TRUCKS CO NORTHBOUND SOUTHBOUND EASTBOUND I,JESTBQUND oj -' LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR '7' 3 3 3 9 ,9 ,9 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :5. :5, 1 , 120 DIRECTION SEPERATION DI RECTI ON SEPERATIOi'J o - 99 (#PEDS/HR) SECONDS CRITICAL LANE VOLUMES BY MOVEMENT ,RU -PI GHT LEFT NORTHBOUND o 194 SOUTHBOUND o 348 207 EASTBOUND 392 292 I,JESTBOUND 29'1' LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND kIESTBOU~IO iPUT l)OLUt1E 338 359 495 505 '.JUSTED 1..}OL 370 395 558 570 .Ar ~:ITY 0 0 0 0 10'..- -"lENT N/A N/A i'VA N./A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS REVISED BOYNTON/I-95 1989 AVER ANN DATE WITH PROJECT ********************************** LEVEL OF SERVICE E3 SATURATI ON 64 CRITICAL N/S VOL 380 CRITI CAL E/W VOL 66'7 CRITI CAL SUM 1 04'7 ************************************* 2 .~ .., 4 R. . L. . 12.0 12.0 12.0 LANE GEOMETRY SOUTHBOUND EASTBOUND WESTBOUND MOV WIDTH MOV WIDTH MOl) I,.) I DTH R. . 12.0 R. . 12.0 R. . 12.0 L. . 12.0 T. . 12.0 T. . 12.0 L. . 12.0 T. . 12.0 T. . 12.0 L, . 12.0 L. .' 12.0 L. . 12.0 L. . 12.0 NORTHBOUND LANE MOV WIDTH L. . ~ ..' .5 NORTHBOUND TRAFFI C l)OLUMES SOUTHBOUND EASTBOUND WESTBOUND LEFT IRU \.rdGHT 335 o 214 330 470 467 o 603 509 166 233 277 ., ~ LOCAL BUSES (~/HR) PEAK HOUR FACTOR o .9 o Q o .9 o .9 TRUCKS C~) NORTHBOUND '3DUTHBOU~'.ID EA'3TBDUND t,IESTBOUND 3 ~ .., 3 PHASING N/'S :5. DIRECTION SEPERATION DIRECTION SEPERATION o - 99 (~PEDS/HR) E/kl PEDESTRIAN ACTIVITY CYCLE LENGTH :5. 1. 120 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT iRU -RIGHT LEFT NORTHBOUND o 192 SOUTHBOUND o 188 EASTBOUND 362 277 WESTBOUND 305 -")""C' L.f.J LEFT TURN CHECK IPUT l)DLUi'lE "',JUSTE[J ~)OL :A': ITY 1Ci\, _,"lENT NORTHBOUND 335 366 o N/A SOUTHBOUND EASTBOUND I,.)ESTBOUND 330 470 467 360 528 525 0 0 0 N/A N/A N/A GREINER ENGINEERING SCIENCES CRITICAL MOVEMENT ANALYSIS F~ ,l~1 I SEE> BO'YI'--~TOI'--~/' I -95 1 989 PEAl< SEASO"'-~ DATE WITH PROJECT ********************************** LEVEL OF SERVICE C SATURATI ON '70 CRITI CAL N/S VOL 40.5 CRITI CAL E/W VOL '755 CRITICAL SUM 1 1 .5 1 ************************************* LANE NORTHBOUND MOV WIDTH LANE GEOMETRY SOUTHBOUND EASTBOUND MOV WIDTH MOV WIDTH l,JESTBOUND MOV WIDTH 1 2 R, . L. . 12.0 12.0 12. (I R. . L. . L. . 12.0 12.0 12.0 R. . 12.0 12.0 12.0 12,0 12.0 R. . T. . T. . L. . L, . 12,0 12.0 12.0 12.0 12.0 ." .~ L. . T. . T. . L. . L. . 4 '" -' 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND klESTBOUND LEFT ,RU rd GHT 347 o 232 359 o 169 506 666 238 505 591 300 t'.lORTHBOUND :;OUTHBOUND EASTBOUND I.<JESTBOUND TRUCKS C/;) 3 3 . '7' ~ ..;) LOCAL BUSES (#/HR) o o o o PEAK HOUR FACTOR ~ , 7 . '7' 3 . '? PHASING N/S E/I...I PEDESTRIAN ACTIVITY CYCLE LENGTH :5. DIRECTION SEPERATION :5. DIRECTION SEPERATION 1. 0 - 99 (#PEDS/HR) 120 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT ,f;:U -RIGHT LEFT NORTHBOUND o 199 SOUTHBOUND o 207 EASTBOUND 400 299 klESTBOUND 355 299 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND vJESTBOUND IPUT l')OLU~'IE 347 359 506 505 ',}U:;TED l')OL 380 395 571 570 ::Ar'" , '::IT'{ 0 0 0 0 10, _,'IENT I'VA N/A N/A N/A