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HomeMy WebLinkAboutSite Utility Study• r�rrr �'� �rrrr re iJ�aa� Tnic II .Since 1989 CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION RIVER FRONT WEST PARCEL MULTI USE PROPOSAL FOR DOWNTOWN MIAMI SITE UTILITY STUDY September 2004 8550 W. FLAGLER STREET, SUITE 113, MIAMI, FLORIDA 33144 TEL: (305) 551-6267 6 FAX: (305) 551-4542 MOM ms L, ICI i I i � 3 Since 198'9 CIVIL LAND DEVELDP1JNT 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 6. Solid Waste Generation 10 EXHIBITS: "A" Location Map 11 "B" Storm Drainage Well Calculations 13 C,: MD-WASD Agreements 22 MD-WASD Atlas (Sewer) 26 MDWASD Atlas (Water) 27 Proposed Water Use Calculations 28 DERM Pump Station 30-0001 Monthly Report 29 "D" Solid Waste Generation Calculations 30 1 • MINK rmrrerre rommina rJ rr® 4i 1. General Cif � I Since 1989 CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION RIVER FRONT (WEST PARCEL) SITE UTILITY STUDY A. Project Location and size: This an approximately 7.45 acre property located at the SW corner of SW 3rd Street and South Miami Avenue, in Section 37, Township 54 South, Range 41 East, City of Miami, Miami -Dade County Florida. The entire property consists of the following parcels: Parcel 1, west of the MTA Right of Way consisting of 0.35 acres. Parcel 2, south of SW 3rd St consisting of 6.45 acres. Parcel 3, north of SW 3rd St consisting of 0.46 acres. Refer to Exhibit "A" for location map. B. The proposed project build -out will be as follows: PHASE I: (Parcel 2) Residential Condominiums 498 Units Retail 12,198 SF PHASE II: (Parcel 2) Residential Condominiums 511 Units Retail 11,840 SF 2 MOM 1111111116 OMMMOMMIIIMj r Since 1989 PHASE HI: (Parcel 2) CIVIL LAND DEVELOPIVENT TRAFFIC AND TRANSPORTATION Residential Condominiums 453 Units Retail 14,690 SF Office 46,800 SF PHASE IV: (Parcel 2) Office 156,200 SF Build -out summary: Residential Condominiums 1,462 Units Retail 38.728 SF Office 203,000 SF 3 • ruesT,D rwrrrrre iniummurropmeno sum j I E ® [r 1 Since i989 2, Storm Drainage System A. Existing Storm Drainage System: CIVIL LAN➢ DEVELOPMENT TRAFFIC AND TRANSPORTATION 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 Miami -Dade County. 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 for the entire property. This will be accomplished by means of deep drainage wells. 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 0.85 will be used for the purpose of this study. 4 • • Omealtliennownselatba MOM winos& 5" moo tag mu "....1.11""12 Li \_ Since 1989 CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION Based on information provided by an experienced well drilling company for other projects in the vicinity, an approximate well discharge rate 850 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 waffles 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. Based on the attached calculations, a total of 7 storm drainage wells are required to provide full on -site retention for this project. For Well Disposal System calculations refer to attached Exhibit "B". 5 • MU erw MINK 4.0--11•1111•1111P o� � rrruarr� enerwww� L� ri wj Sine ]989 3. Water Distribution System CIVIL LAND DEVELOfNT TRAFFIC AND TRANSPORTATION A. Existing Water System Facilities: Miami -Dade Water & Sewer Department (MD-WASD) owns and operates the following domestic water facilities in the vicinity of this project: • Existing 8-inch and 4-inch water mains on SW 3rd Street that run along the north side of the property. • Existing 16-inch and 16-inch water mains that run within the west side of the property. 6 • 111111110. ritereNIMMINNEX 11110.111/r� i SIM Since: 1989 CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPCRTAT30N B. Required Water System Improvements: As stated in the MD-WASD agreement for this property (See Exhibit "C"), the following Water System improvements will be necessary for the construction of this project. • Relocation of the exiting 16-inch and 16-inch water mains running within the property as required for accommodating the proposed buildings and maintaining service to the adjacent property to the west. • Install a new 12-inch water min westerly in SW 3rd Street from the existing 12-inch water main on S. Miami Avenue to the existing 16- inch water main in SW 1st Avenue. • Removal of the existing 4-inch water main on SW 3rd Street, in its entire length along the route of the new 12-inch water main. • Construct a new 12-inch looped water main system within the property to serve the proposed buildings 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 314,636 GPD is expected from this project. For determination of anticipated flows see Exhibit "C". 7 • • .. ®® lip 116111 LJr— —40•••• a m gymamommR rare 1MMINLNWINEd rwrwrnr 1L1 y(3GFG'i© IC5'G Since 1989 4. Sewer Collection System CIVIL LAND DEVELOPidENT TRAFFIC AND TRANSPORTATION 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 within the property. 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 SW 31d Street that runs along the north side of the property. 8 • 92.1*'1111111l 11111111.11111111 rr.r1111•101011111111112 1111IMOMOREIMMdNMI Since 1989 CML LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION B. Required Sanitary Sewer System Improvements: As stated in the MD-WASD agreement for this property (See Exhibit `C"), the following Sewer System improvements will be necessary for the construction of this project. • Removal and relocation of the exiting 36-inch gravity sewer line within the property. The new installation of a 36-inch gravity sewer line along S. Miami Avenue and SW 3`° Street will be required for the construction of this project. • Removal of the exiting 8-inch sanitary sewer along SW 3rd Street. • Installation of a 12-inch Gravity Sewer line within the property to provide service to the proposed buildings. 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 4.84 hours per day according to DERM. (See Exhibit `C") The current ET data as of January 28, 2004 reflects 6.04 hours, and with an additional flow of 531,750 gallons per day generated by this project it will only increase by 0.10 hours to 6.14 hours. Pump Station No. 30-0001 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 MAIL atatiliraillisomanalamt eatr `y i10111111111=111 one j 1 I Since 19.89 5. Solid Waste Generation CIVIL LAND DEVELOPivINT 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 62 CY per day. (See Appendix "D"). 10 • • • imm nom annewomastems =mtiominimmin 111101111MME fl 1111111111•1101111111014 1q0n, vpInlq;.4101n!gl Hilm'dgN 1 1 Si nce 1989 CIViL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION EXHIBIT "A" Location Map • • �is�c 11y1f J a mum 71111111111NOMMINIIII ® r l�I n ! Since , 989 CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTAT}➢N C OCA I ION SKETCH SCALE: 1 "=300' 12 UM,r7.imblalitaNINIMSOK MOM SIMINE1111111•11=1111116 111•11•1 ,,,C..)110.1101MMOM WMONIMMIS 11111111111=111616.:=LA n awirmineniimpope liallealleinsim11111 IIEWX • • *nkth n!CH I I ! Since 1989 CtV1L LAND DEVELOPNENT TRAFFIC AND TRANSPORTATION EXHIBIT "B" Storm Drainage Calculations 13 • • errs [ M limarallogestasa nose OWIL LAND DEVELDPNENT TRAFFIC AND TRANSPORTATION Since 989 DRAINAGE WELL SYSTEM DESIGN CALCULATIONS The following calculations are for the Storm Water Master Plan for the entire River Front project which includes the East and West Parcels. The master plan determined that 13 wells are required for the entire system. The number of wells required for the West Parcel is 7. 14 wiwnw ISEIBINNOR LI NM CKIRI, ICE'^ l Sin c'C' 198'9 DISCHARGE RATES CIVIL LAND I»V "LOF . 1T TRAFFIC AND T,ANSPORTfTTON A discharge rate of 850 gpm per foot of head has been used in the design of the drainage well system. These rates have been provided to us by a well drilling - company with experience in projects in the vicinity of this site. A conservative discharge rate of 425 gpm per foot of head was used in the Hood Routing Calculations. STORM DRAINAGE WELL DESIGN Thirteen (13) drainage wells are being provided provide adequate drainage and on -site retention prior to overflowing into the Miami River as required by DERM. High level wefts have been provided at each basin to develop the well discharges prior to outfall. A CSD Pre -Treatment Units at Basin # 2 will be installed prior to discharging into the drainage wells and overflowing into the river_ Refer to Exhibit "B" for CDS Pre -Treatment Unit Water Quality Calculations. 15 • • Iwur ";l imimmirmweimm. NEWIRINIEffk asp mM l>1rrsrrrww �rwrr� ,^\ r arsrre®�In ..�. a ,LJ1 1111111111 Sncc 3 989 PROJECT NAME DRAINAGE AREA: IV1! LAND DEVELOP -WENT TRAFFIC AND TRANSPORTA-11 ON RIVER FRONT 9/6/2004 ENTIRE SITE Page 1 SITE DATA: SITE AREA = BUILDING FOOT PRINT = BUILDING HIGHT = NUMBER OF BUILDINGS= BUILDING WALL AREA CONTRIBUTING BUILDING AREA = CONTRIBUTING AREA = NUMBER OF WELLS = REQUIRED VOLUME FOR 90 SEC. DETENTION TIME: CONTRIBUTING AREA PER WELL = RAINFALL INTENSITY (90 SEC) _ RUN OFF VOLUME (90 SEC) = DETENTION VOLUME PROVIDED: 11.54 ACRES 300 FT 600 FT 6 24.79 ACRES 7.44 ACRES 18.98 ACRES 13 1.46 ACRES 6.4 INIHR 799 CF TANK LENGTH = 17.00 FT TANK WIDTH = 8.00 FT TANK BOTTOM ELEV = -3.50 NGVD TOP OF WELL CASING ELEV = 2.50 NGVD STORAGE DEPTH = 6.00 FT DETENTION VOL PROVIDED = (per well) 816 CF TOTAL DETENTION VOLUME = 10,608 CF 16 • • awe rt !;ammaemmimmelimids MOM AV-1116111111111111111011[1O wmwuor� i ® I r.w.w1w11•111111 •3VOA s, ..� ..®..wr.wr•MN. - mot Sin l 9 9 PROJECT NAME DRAINAGE AREA: CRLL LAND DEVELOP!d£NT TRAFFIC AND TRANSPORTATION RIVER FRONT 9/6/2004 ENTIRE SITE Page 2 DRAINAGE WELL DATA: WELL DIAMETER WELL DISCHARGE RATE PER FT OF HEAD = AVAILABLE HEAD = DISCHARGE RATE PER WELL = CUMULATIVE INFLOW/OUTFLOW DATA: STORM FREQUENCY = C FACTOR DRAINAGE AREA = #t DE WELLS PROVIDED TOTAL DISCHARGE RATE = TOTAL AL DISCHARGE RATE = SEDIMENT TANK STORAGE = INFLOW-EXFILTRATION TABLE 24 INCHES 850 GPM 4.00 FT 3,400 GPM 5 YEARS 0.85 18.98 ACRES 13 44,200 GPM 98.48 CFS 10,608 CF TIME MIN IN T EN. IN/HR CUM.INFLOW CF SYST. STO. CF ADJ, INFL_ CF WELL DISCH. CF OVERFLOW CFS 8 6.41 49,608 10,608 39,000 47,273 -17.23 10 6.17 59,705 10,608 49,097 59,091 -16.66 15 5.64 81.941 10,608 71,333 88,636 -19.23 20 5.20 100,692 10,608 90,084 118,182 -23.42 30 4.50 130,570 10,608 119,962 177,273 -31.84 40 3.96 153,318 10,608 142,710 236,364 -39.02 60 3.20 185,663 10,608 175,055 354,545 -49.86 90 2.48 216,049 10,608 205,441 531,818 -60.44 120 2.03 235,305 10,608 224,697 709,091 -67.28 150 1.71 248,599 10,608 237,991 886,364 -72.04 180 1.48 258,328 10,608 247,720 1,063,636 -75.55 17 1,200,00C) 1,000,00C) 800,00C) u 0 5 600,000 O 400,000 200,000 0 0 co CUMULATIVE INFLOW-EXFILTRATION A L WELL DISCHARGE= 98.46 CFS e" / CUMULATIVE INFLOW --W e /' 20 40 60 80 100 TIME (MIN) 120 140 160 180 200 111 1w I` ! 7 INEININIMMINNISINSM ij/. BOMMMINIM _,.1m..r 11111011101500,01=1 aim L[!� [. SI/ (•[ 1989 Ci f Vi L LAND DPVELOPWril" TRAFFIC AND T Fv NSP3RT ,Tl3U DRAINAGE AREA SUMMARY RIVER FRONT MIAMI, FL. DATE: 911/2004 DRAINAGE AREA Area tic" factor TOTAL (Ac] AxC Walkway Areas 2.39 0.90 2.151 Roadways 2.83 0.90 2.547 Buildings 5.17 0.90 4.653 Green Open Areas 1.15 0.40 0.460 TOTAL= 11.54 9.81 Weighted C= 0.85 19 • Oak nAIMMNIONIPMNI.M. MIK 1/ - s11110wa r �•...rrr.r.11M s�urr� i Cti rwrirrrr — LN i per ,Since 1989 CIVIL LAND DEVELOPMENT TRAFFIC AND TlAN SPO R T A T ON STORMWATER WELL CALCULATIONS RIVER FRONT DATE: 9/6/2004 SITE DATA: SITE AREA = 11.54 ACRES BUILDING FOOT PRINT = 300 FT BUILDING HIGHT = 600 FT BUILDING WALL AREA = 4.13 ACRES NUMBER OF BUILDINGS= 6.00 CONTRIBUTING BUILDING AREA = 7.44 ACRES CONTRIBUTING AREA = 18.98 ACRES LOWEST ADJACENT GRADE = 7.43 NGVD RUN OFF COEFFICIENT = 0.85 WELL DATA: WELL DISCHARGE RATE PER FT OF HEAD = 850 gpm NUMBER OF WELLS = 13 TOTAL WELL DISCHARGE RATE PER FT OF HEAD = 11050 gpmlft MEAN HIGH TIDE ELEVATION [MH] = 2 NGVD WELL DIAMETER = 24 IN SPECIFIC GRAVITY LOSS [SG] = 2 FT 20 ,▪ ,,,,,AINSMiennANIIIMIIM 0 or▪ memin .(1:::-, arommumw maem® ) sewn • crVQ LAND DEVELOPkEN i TtaAF=IC AND TP NSPOR T ATIDN Since 1989 STORMWATER WELL CALCULATIONS RIVER FRONT DATE: 9/6/2004 DESIGN STORM RAINFALL INTENSITY [inTr] PEAK RUNOFF [es] WELL HEAD [tt] SC + MH [ft] - STAGE [NGVD] CRITICAL STAGE [NGVD] 5 yr- 24 hr 6.17 99.53 4.04 4.00 8.04 8.10 THE MINIMUM PERIMETER GRADE ELEVATION IS 8.10 NOVO. THE NUMBER OF WELLS PROVIDED IS SUFFICIENT TO MAINTAIN THE PEAK STAGE OF THE 5 YEAR-24HR STORM WITHIN THE PROPERTY. 21 • Min Assnommgammon, rr mall r.rsrr.1MIP V PEI Since 1989 CIVIL LAND DEVELOPOUNT TRAFFIC AND TRANSPORTATION EXHIBIT "C" MD-WASD Agreements MD-WASD Atlas (Sewer) MD-WASD Atlas (Water) Proposed Water Use Calculations DERM Pump Station 30-0001 Monthly Information 22 • • RIVER FRONT (WATER AND SEWER MAIN RELOCATION), ID# 18726 like entered into between the COUNTY and the United States, State of Florida andlor any other governmental entity, and all other current, subsequent or future enforcement and regulatory actions and proceedings. 3. PROVISION OF SERVICE AND CONNECTION CHARGES, The DEVELOPER intends to construct certain improvements within the DEVELOPER'S property, including on -site water and sewer facilities for future development, which is not pan of this Agreement. Therefore, this Agreement is not intended nor does it include any provision of service for the DEVELOPER'S property. When development plans for the DEVELOPER'S property are finalized, and upon the DEVELOPER'S request, the DEPARTMENT shall prepare a service agreement for water and sewer, provided that the COUNTY is able to offer those services at the time of request and in accordance with paragraph two (2) herein. Said service agreement will detail new water and sewer facilities requirements, points of connection, connection charges, construction connection charges and capacity reservations, including other terms and conditions necessary for water and sewer services in accordance with the DEPARTMENTS rules and regulations. 4. POINTS OF CONNECTION. The COUNTY owns and operates a twelve (12) inch water main located in S.W. 3 Street and South Miami Avenue, from which the DEVELOPER shall connect and install a twelve (12) inch water main westerly in S.W. 3 Street to be interconnected to the existing sixteen (16) inch water main in S.W. 1 Avenue and S.VV. 3 Street. The existing four (4) inch water main in SW 3 Street shall be removed Page 4 of 23 • RIVER FRONT (WATER AND SEWER MAIN RELOCATION), !Dg 16726 or abandoned in its entirety where the proposed twelve (12) inch water main shall connect to the sixteen (16) inch water main. The existing services and fire hydrants currently connected to the said four (4) inch water main shall be relocated to the proposed twelve (12) inch water main. Any existing water services shall also be relocated without interrupting service to existing customers. Cutting and plugging of existing DEPARTMENT water and sewer facilities shall be performed by the DEPARTMENT'S personnel at the DEVELOPER'S expense. The COUNTY also owns and operates a thirty-six (36) inch gravity sewer interceptor main located in an easement within the DEVELOPER'S property., which shall be relocated as follows: connect to either gravity sewer manhole number 304 or number 368 within the thirty-six (36) inch gravity sewer interceptor main in South Miami Avenue, provided these manholes are not access manholes, and install a thirty-six (36) inch gravity sewer interceptor main northerly in South Miami Avenue to S.W. 3 Street, thence westerly in S.W. 3 Street to manhole number 312, provided it is not an access manhole. Following the placement into service of the new thirty-six (36) inch gravity sewer interceptor main and all connections thereto, the DEVELOPER, through its engineer and utility contractor, shall take the necessary measures to remove the existing thirty-six (36) inch gravity sewer interceptor main and connections thereto within the DEVELOPER'S property and vacate the associated easement. The existing eight (8) inch gravity sewer main located in S,W. 3 Street west of South Miami Avenue shal be removed or abandoned in place, after the existing sewer laterals/connections, if any, have been relocated to the thirty-six 36 inchgravitysewer interceptor main, without interrupting service to proposed l) --. existing customers. The DEVELOPER, through its engineer and utility contractor, shall take the necessary measures to maintain the thirty-six (36) inch gravity sewer intercepter 24 Page 5 of 23 • RIVER FRONT (WATER AND SEWER MAIN RELOCATIDN), 164 18726 system in operation at all times, without interrupting service to existing customers. These matters shall be addressed and resolved by the DEVELOPER through its engineer. Other points of connection may be established subject to approval of the DEPARTMENT. 5. REMOVAL/RELOCATION OF FACILITIES. The DEVELOPER hereby acknowledges and agrees that any water and/or sewer facilities, within the DEVELOPER'S property, encroaching or under future buildings must be removed and/or relocated. Said relocation and/or removal of facilities shall be performed by or for the DEVELOPER in accordance with plans and specifications to be approved by the COUNTY and in such a manner that there will be no interruption of services to the COUNTY'S existing customers. Easements associated with mains to be removed within the DEVELOPER'S property shall be vacated. All costs incurred shall be borne solely by the DEVELOPER therein_ The removal and/or relocation of certain water and/or sewer facilities is a precedent prior to the issuance of water and sewer verification forms for those buildings which will encroach upon or be built over any existing water and/or sewer facilities. 6. DESIGN AND CONSTRUCTION OF FACILITIES. The DEVELOPER at its oven cost and expense shall cause to be designed, constructed and installed all of the necessary water and/or sewer facilities provided for in this Agreement unless otherwise specified. The facilities shall include any and► eH water mains valy,es fittings � , .� eis,ziis�: , fire hydrants, firelines, service connections, service lines, shutoffs, meter boxes, air release valves, gravity sewer mains, laterals, manholes; and all appurtenances thereto for a complete 25 Y 2914 . � 1 SW ST 260 7616 \5 Z 44 5W 36" 1NT• I '317 7616 / 7'16 6 r N 2 1 5 1 {i]P 314 31 5A 2969 1 MIAMI STE .LEGTRIG STATION 1 36-F?NT \\\ 2842 237o SE 2 ST 2844 l 1 313 31 HOP OVER 8W 4 ST 0936'INT- Pi<da6C — L_ O G A-ri c2 N MDIWASD SEWER ATLAS 10" Z t 2021 1 / \_. /� 1 2 267j ter. i. ::: sr, 28476 3 o1 66 % I I 299 301 298 QO 2 9 1` • 1 1 8 W 8 3 ST 101 a 337 \ 2 —Th4IAMiWTEA CTRIG 6TATI 0 N 671 :c) Jr_ erren -340 ;-• cJ:& 342 1 T 16 •T 1 -T ";.:?. .7.:::„9N_..\11, • 3-FUr CAPE, ).....,- —4--141::._,,, i 48_ 2_ i-) ,.... 7-,,,.. 7783 ---i•-.7-p 783 11 .,--- 7-1,:kfzEr. )z.- _.----- 9219 i 25 SW4ST ' 7708 MD-WASD ri!‘ ER ATLAS ..''. 4"--- 778 I itak-tovEg. ' ,-f- ---__,=1-1,`,. ..V , 9219 117›, .6,;•1 25 ..,._.......7 -----_____, 1-1,..r caa.n / 12 B 7 33C K-797.12-' 9219 • MEOW L r� �wnw imummensa ate® CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION Since 1989 PROPOSED WATER USE CALCULATIONS PROJECT RIVER FRONT WEST PARCEL DATE: 16-Sep-04 TYPE OF BUILDING USE AREA [sf [unit] RATE [gpdtsf] [gpolunit] ADF [gpo] PROPOSED FLOWS: PHASE Apartment Units 498 200 99,600 Retail 12,198 0.05 610 PHASE II Apartment Units 511 200 102,200 Retail 11,840 0.05 592 PHASE Ili Apartment Units 453 200 90,600 Retail 14,690 0.05 735 Office 46,800 0.10 4,680 PHASE IV Office 156,200 0.10 15,620 SUB -TOTAL 314.636 PREVIOUS FLOWS: SUB -TOTAL 0 NET INCREASE: 314,636 I 8550 W. FLAGLER STREET, SUITE 113, MIAMI, FLORIDA 33144 TF1 1:10s; ; FAX' (R )A1 .5� S GFlz7 Pump Station Stition_.30 -0001 Atlas Pg..F14 M I DADE WATER & SEWER DEPARTMENTA- _ 3 9 0 NW NORTH RIVER DR Monthly Inforxaation <Plan Review> Mora t o ri um .. OK Sec -Township -Range 1-54-41 Genr. ET clock_Y Telm.Y #Pumps. Pump Type.A Stn Class.K Speed.2 Hrspwr. Res f ow (gpd) Plans.. 6,674,815 Plats.. 0 Fx tens _ 0 Proj Napot 6.04 hrs 4.84 hrs 4.84 hrs % Cap 60.40 48.40 48.40 Date 07/27/2004 06/25/2004 05/26/2004 04/27/2004 03/29/2004 02/27/2004 01/28/2004 GOLD/M GOLD/D GOLD/G • • Moratorium effective since / / Yearly NAPOT (hrs) 4.84 Stn Gross Capacity (gpd) .. 221, 760, 000 Station Reduction Factor 0.60 Stn Net Cap Certif(gpd).. 0 Stn Net Capacity(gpd)....133,056,000 Indicated Flows(gpd) 26,832,960 Mc NAPOT Avg Daily Flows Rad 4 Comments Flg Pmp 3.64 25.50 0.00 Y 8 3.55 24.88 0.00 Y 8 4.15 29.06 0.00 Y 8 4.82 33.71 0.00 Y 8 4.72 33.06 0.00 Y 8 4.72 33.04 0.00 Y 8 4.42 30.97 0.00 _ Y 8 Signature..GARCIM Sign Date..08/11/2003 06:15:10.07 Station I<m.>urovement GOLD/S <S>tation-nforr. GOLD/U <U>pstream Station <D>ownstream Station GOLD/P <P>urnp Information. Codes & Ca.ta<g>ories GOLD/T Sewer Cer<t>ificatior 29 *20040Q1414250 0a*Ii A;RYM * This is not an of.-caloft-Hcal docum ent. * I'` mat Station Station Current Delta. Projected AlliWpe Owner Number ET (Ers) ET (Has) ET (H s ) Pro,Dosed Number of gallons (gpd) : 531750 **************-*-**********grit*-** Downstream. Stations ***r.i;**'*******.'***********tit-*** OK A52N± 30 0001 6.04 0.10 6-14 AC 30 CD 1001.99 0.10 1002.08 AC 30 RS 1001.91 0.04 1001.95 IN 30 RS 9 5.APR 10 01. 6 5 0.04 1001.69 N 30 RS94MAR 1001.78 0.04 1001.82 • 30 z F fit Since 1989 CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION EXHIBIT "D" Solid Waste Generation Calculations • 31 • • rm 7seammaummen NOM 3®in1 ` P LNiG T rIti Since 1989 OMIT, LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION PROPOSED SOLID WASTE CALCULATIONS PROJECT RIVER FRONT WEST PARCEL DATE: 1 6-Sep-04 TYPE OF BUILDING USE AREA -UNITS 1st] [seats] RATE [Iblsf] [lb/seat] SOLID WASTE GENERATED [lb] SOLID WASTE GENERATED [tons] PHASE] APARTMENT UNITS 498 8 3.984 1.99 RETAIL 12,198 0.025 305 0.15 SUB -TOTAL 4,289 2.14 PHASE II , APARTMENT UNITS 511 8 4,088 2.04 RETAIL 11,840 0.025 296 0.15 SUB -TOTAL 4,384 2.19 PHASE III APARTMENT UNITS 453 8 3,624 1.81 RETAIL 14,690 0.025 367 0.18 Office 46,800 0.025 1,170 0.59 SUB -TOTAL 5,161 2,58 PHASE IV Office 156,200 0,025 3,905 1.95 SUB -TOTAL 3,905 1.95 NET INCREASE: 4,289 8.87 ANTICIPATED SOLID WASTE VOLUME AT 7 CY PER TON: 62 CYIDAY 32