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HomeMy WebLinkAboutSite Utility StudyEwa .r7 ANNIMOIMMONIM MIK \ VI ANNIMMINIammm =MO %,_/ le—titunwinver 11•111111M16—..i r- Olnissmosiorm ememromminu — • jct,!nrzit WniC ljj Since 1989 CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION MET ONE MULTI USE PROPOSAL FOR DOWNTOWN MIAMI SITE UTILITY STUDY March 2004 8550 W. FLAGLER STREET, SUITE 113, MIAMI, FLORIDA 33144 TEL: (305) 551-6267 • FAX (305) 551-4542 E-mail: vsn@vsneng.com • • MN \lIMINIMINIMINIMI =PM draw liMmelmat r11r0rrw.. _.. . mommunillom En v ' v;s 1 1J J i Since 1989 CIVIL LAND DEVELOP1 ENT TRAFFIC AND TRANSPORTATION TABLE OF CONTENTS Page 1. General 2 2. Storm Drainage System 4 3. Water Distribution System 6 4. Sewer Collection System 8 5. Solid Waste Generation 10 EXHIBITS: "A„ Location Map 11 B" Storm Drainage Well Calculations 12 "" MD-WASD Availability Letter 20 MD-WASD Atlas (Sewer) 22 MD_WAS❑ Atlas (Water) .. 23 Proposed Water Use Calculations .. 24 DERM Pump Station 30-0001 Monthly Report 25 "D" Solid Waste Generation Calculations 28 1 • • • wwrrrrwMrw�r �,� � . General CIVIL LAND DEVELOP1.ENT TRAFFtC AND TRANSPORTATION MET ONE SITE UTILITY STUDY A. Project Location and size: The proposed project consists of a Diversified Multi -use Facilities to be constructed on three city blocks known as Tracts B, C and D, in downtown Miami and also designated as Block 2, Block 3 and Block 4 of Dupont Plaza Subdivision, Plat Book 50, Page 11, Miami -Dade County, FL (See Exhibit The project limits are: to the west is SE 2nd Avenue, to the south SE 4th Street (Biscayne Blvd.), to the east Biscayne Blvd and SE 3rd Avenue and to the north SE 3rd Street and SE 2nd Street. All these being in Section 6, Township 54 South, Range 42 East, Miami -Dade County, Florida. The site in its present condition is being used as an open parking lot facility without any permanent structures. B. The proposed project build -out will be as follows: Block 2: (Tract C, Residential and Retail) Area Residential Units Retail 2.75 653 32,500 Acres (Apartments) SF Construction on this block will consist of a residential tower over a parking garage. The Retail space will be developed within the garage structure at the ground floor level. Block 3: (Tract B, Retail & Entertainment and Tract B, Residential) Area Retail Cinema (60,000 sf) Residential Units 3.78 76,500 3,000 447 Acres SF (Tract B, Entertainment) Seats (Tract B, Entertainment) Condos (Tract B, Residential) 2 • • • C6 C3� Pj 0 IL'�`J I I € Since 1989 CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION Construction on this block will consist of a residential tower and parking garage, including a ground level retail pedestal. In addition there will be a 5 story retail/entertainment complex. Block 4: (Tract D, Residential) Area 2.79 Acres Residential Units 400 (Apartments) Retail 25,700 SF Office 500,000 SF Construction on this block will consist of a 58 story residential tower over a 14 story parking garage. The Retail space will be incorporated in the 14 story garage structure on the ground level. 3 • • • CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTAT10N Since 1989 ■rommrrr 2. Storm Drainage System A. Existing Storm Drainage System: Roadway storm drainage systems presently exist along the streets surrounding the proposed project. These systems are owned and maintained by the City of Miami and the Florida Department of Transportation. The site, in its existing or proposed conditions, does not or will not contribute any significant amount of storm water run-off into the Public Roadway System. No significant improvements to the existing Roadway Drainage System are expected as a result of this project other than some possible inlet modifications associated with the street of sidewalk improvements. B. Proposed On -Site Storm Drainage System: The proposed storm drainage system to serve this project will be designed to fully contain on -site the storm water run-off and to meet the Miami - Dade County Department of Environmental Resources Management (DERM) Environmental Resources Permit (ERP) requirements and The Florida Department Of Transportation (FDOT). This will be accomplished by means of deep drainage wells. No off- site run-off will be generated from the site. The total contributing site area and 30% of the building wall area exposed to the rain will be included in the Disposal Well System design calculations. An impervious coefficient of 0.98 will be used for the purpose of this study. 4 • • • MUMv 7110111111111111111111 Z i�iI! l l i Since 1989 CIVIL LAND DEVELOPMEN TRAFFIC AND TRAMILTATION Based on information provided by an experienced well drilling company for other projects in the vicinity, an approximate well discharge rate 750 gpm per foot of head can be expected. Storm water from roofs, internal driveways, walkways and parking areas will be conveyed by means of a collection system to sediment tanks sized to meet the detention volume requirements prior to discharging into the Well System. Additional Water Quality pre-treatment and Pollution Retardant Baffles at the catch basins will be provided at areas subject to vehicle traffic. C. Required number of Wells: The proposed wells will be designed to maintain the site dry during the 5 year-1 day storm, to keep flooding below the perimeter grades during the 25 year-3 day storm and to keep flooding below the minimum flood elevation during the 100 year- 3 day storm. Since this site is adjacent to Biscayne Blvd (SR 5) the well system will also have to prevent any discharge into the State Road Right of Way during the Critical Storm event (100 year, 1, 2, 4, 8, 24, 72, 168 and 240- hour storm events). Based on the attached calculations, a total of 13 storm drainage wells are required to provide full on -site retention for this project depending on the actual yields obtained during the well drilling operations. The following is a break down of the number of wells required at each Block: Block 2 3 Wells Block 3 7 Wells Block 4 3 Wells For Well Disposal System calculations refer to attached Exhibit "B". 5 • • • 111PIIMMISIMIwM UIMMO :! g{ I j J Since 1989 3. Water Distribution System A. Existing Water System Facilities: CIVIL LAND DEVELOPWENT TRAFFIC AND TRANSPORTATION Miami -Dade Water & Sewer Department (MD-WASD) owns and operates the following domestic water facilities in the vicinity of this project: • Existing 12-inch, 8" and 30" waters mains on SE 2" d Street that run along the entire east side of Block 4. • An existing 12-inch water main on SE 3rd Street that runs along the entire of north side of Blocks 2 and 3 and along the entire south side of Block 4. • An existing 12-inch water main on SE 2nd Avenue that runs along entire the west side of Blocks 2 and 4. • An existing 8" water main that runs along the west side of Block 4. • An existing 8" water main that runs along the west side of Block 2 and along the entire south side of blocks 2 and 3. • An existing 12" water main that runs along the south side of Block 2 and converts into a 24" water main that runs the entire south side of Block 3. • An existing 8" water main that runs along the east side of Block 3. • An existing 24 "water main that runs along the east side of Block 3. These existing water mains can be used to provide fire protection domestic and landscape irrigation service for this project. 6 • • • SWIM 7i 71..E F in: gl b 1rn;NI®! LF16 in i Since 1989 CIVIL LAND DEVELOPMENT TRAFFIC AND TPANBPCRTATION B. Required Water System improvements: As stated in the MD-WASD availability letter dated February 28, 2004, (See Exhibit "C"), the existing Watermain System is adequate and additional offsite system improvements will not be necessary for the construction of this project. The existing water mains on the streets adjacent to this project are adequate for the connection of the proposed Domestic Water, Fire Protection and Landscape Irrigation services for the project. Exact location of these services will be determined at the time of final design. C. Anticipated water use: The water use requirements for this project are calculated based on the build -out information previously described. An additional flow demand of 365,725 GPD is expected from this project. For determination of anticipated flows see Exhibit "C". 7 • • • wry arwIMIMMIMIM MINIS v r' � �IMA IN01011rrr 1■001111.----4 r AA�I i®In10117 ®v e ►n12 Since 1989 CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION 4. Sewer Collection System A. Existing Sanitary Sewer System Facilities: Miami -Dade Water & Sewer Department (MD-WASD) owns and operates the following sanitary sewer facilities in the vicinity of this project: ▪ An existing 36-inch gravity sewer line along SE 2'd Street that runs along the entire north side of Block 2. This line collects all the sanitary flows from the general area and directs them to Miami -Dade Water and Sewer Department Pump Station # 30-0001. • An existing 8-inch gravity sewer line along SE 3rd Street that runs along the north side of Block 2 and 3 and along the south side of Block 4 westerly to connect to an existing 24" line on Biscayne Boulevard Way. • An existing 10-inch gravity sewer line along SE 4th Street that runs east along the south side of blocks 2 and 3 and connects to an existing 10 inch line on Biscayne Boulevard Way. • An existing 10-inch gravity sewer line along SE 4th Street that runs east along the south side of blocks 2 and 3 and connects to an existing 21 inch line on Biscayne Boulevard Way. • An existing 21-inch gravity sewer line along Biscayne Boulevard Way that runs north along the east side of block 3 and connects to an existing 24 inch line on Biscayne Boulevard Way that eventually discharges into the existing 36" line on SE 2nd Street. 8 • • • - MMOMMWMWM i Since 1989 CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION B. Required Sanitary Sewer System Improvements: MD-WASD Gravity Sewer System requirements: The MD-WASD availability letter dated February 23, 2004 (See Exhibit "C"), states that the existing available capacity of the gravity sewer System has not been evaluated at this time and possible upgrades may be required. The cost of engineering and construction of said upgrades, if required, will be the responsibility of the property owner. C. Transmission Capacity Requirements The Wastewater generated by this project will be conveyed to MD-WASD Regional Pump Station No. 30-0001. This is a major station with a yearly NAPOT of 5.12 hours per day according to DERM. (See Exhibit "C") The currant ET data as of January 28, 2004 reflects 6.54 hours, and with an additional flow of 365,735 gallons per day generated by This project it will only increase b•y 0.06 hours to 6.61 hours. Pump Station No. 3C -0001 has sufficient available capacity to support this project. Flows form this Pump Station are transmitted to the MD-WASD Treatment Plant at Virginia Key. 9 • • • MU▪ M vL, �r▪ rrrrr� ww�rrrr ion Since I98'9 5. Solid Waste Generation CIVIL LAND DEVELOPWNT TRAFFIC AND TRANSPORTATION A. Solid Waste Generated by this project will be collected in standardized on - site containers for refuse and re-cyclables. Either hauling companies and/or the City of Miami Solid Waste Department will provide regular pick- up services. The anticipated daily solid waste generation for this project is 108 CY per day. (See Appendix "D"). 10 N.E. z111 0 EAST rL A G 237 TRACT "D" '7Y • TRACT "C' APPROXIMATE SOAK E • 11' = 32 5' W a 5.E.1 ?AVIA + a 351 8 5CAYlie bAr rNUN 4 PARK ~WOW ST1W4.4.4 Z CP' 7:, V) 0 r• r_ .. ,. 4W 5 0 ST BRICiQ.0 r D � 8 93 GP1�t'�?�Az x 170 PROJECT LOCATION 35/ BRICKELL KEY ON CLAUGHTON - SEC- 3 (1►9-70) TRACT .G (KEY ON CLAUGE EC .1 • • • Bum IT, 40111111111111NOMMOIM imam Inl gI Sin Since 1989 CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION EXHIBIT "B" Storm Drainage Calculations 12 • • 7.rr�� I ■�rr��r 1•11111111L`/I-MIMENRIXONwr rrrrrrr 41JI a In tiR ECic'I� Since 1989 CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION STORMWATER WELL CALCULATIONS ONE MIAMI BLOCK 2 DATE: 7/5/2002 SITE DATA: SITE AREA = 1.74 ACRES BUILDING FOOT PRINT = 300 FT BUILDING HIGHT = 350 FT BUILDING WALL AREA = 2.41 ACRES CONTRIBUTING BUILDING AREA = 0.72 ACRES CONTRIBUTING AREA = 2.46 ACRES LOWEST ADJACENT GRADE = 6.83 NGVD RUN OFF COEFFICIENT = 0.98 WELL DATA: WELL DISCHARGE RATE PER FT OF HEAD = 750 gpm NUMBER OF WELLS = 3 TOTAL WELL DISCHARGE RATE PER FT OF HEAD = 2250 gpm/ft MEAN HIGH TIDE ELEVATION [MH] = 1.52 NGVD WELL DIAMETER = 24 IN SPECIFIC GRAVITY LOSS [SG] = 2 FT 13 • wINk - IMINIMME ; rrr�rrr rrrr� IIMMINENNI 11.1"1. s L - ng,i I ! Since 1989 CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION STORMWATER WELL CALCULATIONS ONE MIAMI BLOCK 2 DATE: 7/5/2002 DESIGN STORM RAINFALL INTENSITY [in/hr] PEAK RUNOFF [cfs] WELL HEAD [ft] SG + MH [ft] STAGE [NGVD] CRITICAL STAGE [NGVD] 5 yr- 24 hr 6.17 14.89 2.97 3.52 6.49 25 yr 72. hr 6.98 16.85 3.36 3.52. 6.88 7.00 100 yr- 72 hr 7.44 17.96 3.38 3.52 7.10 THE MINIMUM PERIMETER GRADE ELEVATION IS 7.00 NGVD. THE NUMBER OF WELLS PROVIDED IS SUFFICIENT TO MAINTAIN THE PEAK STAGE OF THE 25 YEAR-72HR STORM WITHIN THE PROPERTY. 14 • • • Ismown �� ■rr Since 1989 CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION STORMWATER WELL CALCULATIONS ONE MIAMI BLOCK 3 DATE: 7/5/2002 SITE DATA: SITE AREA = 2.46 ACRES BUILDING FOOT PRINT = 300 FT BUILDING HIGHT = 640 FT BUILDING WAi_L AREA = 4.41 ACRES CONTRIBUTING BUILDING AREA = 1 32 ACRES CONTRIBUTING AREA = 3.78 ACRES LOWEST ADJACENT GRADE = 5.83 NGVD RUN OFF COEFFICIENT = 0.98 WELL DATA: WELL DISCHARGE RATE PER FT OF HEAD = 750 gpm NUMBER OF WELLS = 7 TOTAL WELL DISCHARGE RATE PER FT OF HEAD = 5250 gpm/ft MEAN HIGH TIDE ELEVATION [Mid) = 1.52 NGVD WELL DIAMETER = 24 IN SPECIFIC GRAVITY LOSS [SGI = 2 FT 15 • iiimmairialmilo 1110111111. 10101111111111111111111111111111 -11111111M1 �' 1111111011111111111 AIM MIr MIMI I I In;(1® n12! Since 1989 CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION STORMWATER WELL CALCULATIONS ONE MIAMI BLOCK 3 DATE: 7/5/2002 DESIGN STORM RAINFALL INTENSITY [in/hr] PEAK RUNOFF [cfs] WELL HEAD [ft] SG + MH [ft] -STAGE [NGVD] CRITICAL STAGE [NGVD] 5 yr- 24 hr 6.17 22.87 1.96 3.52 5.48 25 yr- 72 hr 6.98 25.87 2.21 3.52 5.73 6.00 100 yr- 72 hr 7.44 27.58 2.36 3.52 5.88 THE MINIMUM PERIMETER GRADE ELEVATION IS 6.00 NGVD. THE NUMBER OF WELLS PROVIDED IS SUFFICIENT TO MAINTAIN THE PEAK STAGE OF THE 25 YEAR-72HR STORM WITHIN THE PROPERTY. 16 ( t f Since 1989 CIVIL LAND DEVELOPtJENT TRAFFIC AND TRANSPORTATION STORMWATER WELL CALCULATIONS ONE MIAMI BLOCK 4 DATE: 7/5/2002 SITE DATA: SITE AREA = 1.74 ACRES BUILDING FOOT PRINT = 300 FT BUILDING HIGHT = 475 FT BUILDING WALL AREA = 3.27 ACRES CONTRIBUTING BUILDING Af,'EA = 0.98 ACRES CONTRIBUTING AREA = 2.72 ACRES LOWEST ADJACENT GRADE - 6.83 NGVD RUN OFF COEFFICIENT = 0.98 WELL DATA: WELL DISCHARGE RATE PER FT OF HEAD = 750 gpm NUMBER OF WELLS = 3 TOTAL WELL DISCHARGE RATE PER FT OF HEAD = 2250 gpm/ft MEAN HIGH TIDE ELEVATION [MH] = 1.52 NGVD WELL DIAMETER = 24 IN SPECIFIC GRAVITY LOSS [SG] = 2 FT 17 • • • 111111101 ®i� Since 1989 CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION STORMWATER WELL CALCULATIONS ONE MIAMI BLOCK 4 DATE: 7/5/2002 DESIGN STORM RAINFALL INTENSITY [in/hr] PEAK RUNOFF [cfs] WELL HEAD [ft] SG + MH [ft] STAGE [NGVD] CRITICAL STAGE [NGVD} 5 yr- 24 hr 6.17 16.46 3.28 3.52 6,80 25 yr- 72 hr 6.98 18.62 3.71 3.52 7.23 9.69 100 yr- 72 tir 7.44 19.84 3,96 3.52 7.48 THE MINIMUM PERIMETER GRADE ELEVATION IS 9.69 NGVD. THE NUMBER OF WELLS PROVIDED IS SUFFICIENT TO MAINTAIN THE PEAK STAGE OF THE 25 YEAR-72HR STORM WITHIN THE PROPERTY. 18 MOM • • • 1 T! I 1 I! I . Since 1989 CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION EXHIBIT "C" MD-WASD Availability Letter MD-WASD Atlas (Sewer) MD-WASD Atlas (Water) Proposed Water Use Calcu,tions DEiRM Pump Station 30-0001 MonUily Information 19 MIA-'\rsai-. .AD E N-A3 tit AND _ DEL RTMEN i February 23, 2004 VSN 8550 West Flagler St. Suite 113 Miami, Florida 33144 Re: Water Availability for MET ONE,Miarni-Dade County, Florida. Ladies and Gentlemen: This letter is in response to your inquiry regarding water availability to the above - referenced project for the proposed construction of 1,500 apartment residential units, 134,700 sq-ft retail space, 3,000 seat cinema and 400,000 sq-ft of office space. The County owns and operates a twelve (12) inch water main located at S.E. 2n Avenue, S.E. 2nd Street, S.E. 3 Street and a twenty-four (24) inch water main located in Biscayne Blvd, for the portion of the property having frontage to said road. Any additional water main extensions within the referenced property shall be twelve inches (12) minimum in diameter with two (2) points of connection. Existing available capacity of the gravity sewer system and comments/recommendations as to possible upgrade to the existing system will be provided by Mr. Fallon's office. Information concerning the estimated cost of facilities must be obtained from a consulting engineer. All costs of engineering and construction will be the responsibility of the property owner. Easements must be provided covering any on -site facilities, which will be owned and operated by the Department. Please be advised that the right to connect the referenced property to the Department's sewer system is subject to the terms, covenants and conditions set forth in the Settlement Agreement between the Florida Department of Environmental Protection ("DEP") and the County dated July 27th, 1993, the First Amendment to Settlement Agreement between DEP and the County dated December 215t, 1995, the First Partial Consent DecreeUnited nd the Statesec of and Amer'nal ca Partial Consent Decree entered in Environmental Protection Agency vs. Metropolitan Dade County (Case Number 93-1109 ClV-IViORENC3), as currentlytoature effect Q oiuirtdin the orders, future, and all other current, subsequent judgments, consent orders, consent decrees and the like entered into between the County and the United States of America, State of Florida and/or any other governmental entity, and all other current, subsequent or future enforcement and regulatory actions and proceedings. 20 • This letter is for informational purposes only and conditions remain in effect for thirty-030) days from the date of this letter. Nothing contained in this letter provides the property owner with any vested rights to receive water and/or sewer service. The availability of water and/or sewer service is subject to the approval of all applicable governmental agencies having jurisdiction over these matters. When development plans for the subject property are finalized, and upon the owner's request, we will be pleased to prepare an agreement for water and/or sewer service, provided the Department is able to offer those services at the time of the owner's request. The agreement will detail requirements for off -site and on -site facilities, if any, point of connections, connection charges, capacity reservation and all other terms and conditions necessary for service in accordance with the Department's rules and regulations. Ix we can be of further assistance in this matter, please contact us. Very truly yours, • Mirta Barrios New Business Supervisor 1 i.Thities Development Division • 21 • MD-WASD ATLAS (SEWER) r) 1 + 33 303 T 362 i i 4 4 s,. 7 *5c5I )2 E. . 5 ELAGLER 227 i5" 425 S.E. T273 sv 421 422 450 S. E 10 45315" — f�� 2 T23 4Z9 43E ta' 43 CAP N sse) 446 PLA 5LUDG( !2 3 rAge * 7 -/ TRAILER L=R API r 22 2810 • 9219 44 MD-WASD ATLAS (WATER) 92:11-) t 98165 tEJc • 327A z \\ R-L00L-VL0 F.-5/25/02 Y.F.5-10-02 DW-200I.-006 titer 20 -t 676lil 23 • • • CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION Since 1989 PROPOSED WATER USE CALCULATIONS PROJECT MET ONE DATE: 1-Apr-04 TYPE OF BUILDING USE AREA/UNITS RATE ADF [sfi [9polst] [9pd] [seats] [gpd/seat] TRACT C (RESIDENTIAL) APARTMENT UNITS 653 200 130,600 RETAIL 32,500 0.05 1.625 SUB -TOTAL 132,225 TRACT B (ENTRETAINMENT & RESIDENTIAL) RETAIL 76,500 0.05 3,825 APARTMENT UNITS 447 200 89,400 CINEMA (60,000 SF) 3,000 3 9,000 SUB -TOTAL 102,225 TRACT D (RESIDENTIAL RETAIL & OFFICE) APARTMENT UNITS 400 200 80,000 RETAIL 25,700 0.05 1,285 OFFICE 500,000 0.10 50,000 SUB -TOTAL 131,285 NET INCREASE: 365,735 24 Hump -cation montnJ.g 1tion..30 -0001 Atlas Pg.•F14 1A dr I DADE kATER & SEWER DEPARTMENT ..390 Nk NORTH RIDER DR 1-54-41 Sec -Township -Range Genr. ET clock.Y Telm.Y #Pumps. 8 Pump Tgpe.A Stn Class.M Speed.2 HrspWr•+ Res flow(gpd) Plans.. 7,890,284 Plats.. 0 Extens. 0 Proj Napat 5.54 hrs 5.12 hrs 5.12 hrs Cap 65.40 51.20 51.20 Elate Mo.HAPDT Avg Daily 01/28/2004 12/26/2003 11/21/2003 10/23/2003 09/24/2003 J8/25/2003 07/25/2003 • • 4.42 4.59 6.16 6.40 6.09 4.87 34.10 0.00 5.01 35.04 0.00 Signature-. GARCIM Flows 30.97 32.12 43.12 44.82 42.61 0.00 0.00 0.00 0.00 0.00 Information Moratorium- OK Moratorium effective since / Rgd Fig Y Y Y Y Yearly NAPOT (hrs) 5.12 5tn Gross Capacitg(gpd)..221,750,000 0 Station Reduction Factor....... 0.50 5tn Net Cap Certif(gpd).. Stn Net Capacitu(gPd)..>133,055,000 28,38�,280 Indicated FloWs(gpd ) Comments Pmp 8 8 8 8 8 8 Sign Date..08/11/2003 06:15;.10.07 25 rater station numner: UUU] 41", proposed flow (SPD): 355735 Calculating downstream stations... D© gau wish to display tHAPOT Estie ET / mates Program aF2004022008100394*T0RRE5_P ent. M Stet Station Station R Tgpe Owner Number Proposed Number of gallons (gpd): 355735 * * * *** €*** * -****** ** - -* Downstream OK R52M+ 30 0001 AC 30 CD AC30 RS IN 30 RS95RPR IN 30 RS94MRR %PRINT-E-CRE30B, error creating job -EEC--E-NOSt1CH iUE, no such queue * This is not an official docum Current ET (Mrs) Stations 6.54 1002.07 1002.05 1001.77 1001 .90 Press {Gtr: < > to return _to the app1 icatio • • Delta ET (Hrs) Projected ET (Hrs) *xx**of --- -**- *- ****ae** -- **6*6 0.06 1 0.06 1002.1E 0.03 1002.08 0.02 1001.79 0.03 1001.9E 26 r. iiAIMMINIMIIIIIMUIMI 0 iiimisimir_a r",\F Mel r1111•111011Mr A • • AlOin11,[r tI ZI Since 1989 CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION EXHIBIT "D" Solid Waste Generation Calculations 27 • • • w MOlIER'w I@C�i In C I inHg. Since ] 989 z CIVIL LAND DEVELOPMEhrr TRAFFIC AND TRANSPORTAT}ON PROPOSED SOLID WASTE CALCULATIONS PROJECT ONE MIAMI DATE: 1-Apr-04 TYPE OF BUILDING USE AREA/UNITS [sf] [seats} RATE [Ib/sf] [ib/seat] SOLID WASTE GENERATED lib] SOLID WASTE GENERATED [tons] TRACT C APARTMENT UNITS 653 8 5,224 2.61 RETAIL 32,500 0 025 813 0.41 SUB -TOTAL 6,037 3.02 TRACT B RETAIL. 76,500 0.025 1,913 0.96 APARTMENT UNITS 447 8 3,576 1 79 CINEMA (60,000 SF) 3,000 1 3,000 1.50 SUB -TOTAL 8,489 4.24 TRACT D APARTMENT LNL' S 400 8 3,200 1.60 RETAIL 25,700 0.025 643 J.32 OFFICE 500,000 0.025 12,500 6.25 SUB -TOTAL 16,343 8.17 NET INCREASE: 30,868 15.43 ANTICIPATED SOLID WASTE VOLUME AT 7 CY PER TON: 108 CY/DAY 28