HomeMy WebLinkAboutSite Utility Study- - ANIME..a.
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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
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Since 1989
CIVIL
LAND DEVELOPAENT
TRAFFIC AND TRANSPORTATION
TABLE OF CONTENTS
Page
1. General 2
2. Storm Drainage System 4
3. Water Distribution System g
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_WASD Atlas (Water) 23
Proposed Water Use Calculations 24
DERM Pump Station 30-0001 Monthly Report 25
Solid Waste Generation Calculations 28
11
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1. General
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Since 1989
CIVIL
LAND DEVELOP/.ENT
TRAFFIC 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, FI. (See Exhibit
„A„
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 2.75 Acres
Residential Units 653 (Apartments)
Retail 32,500 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 3.78 Acres
Retail 76,500 SF (Tract B, Entertainment)
Cinema (60,000 sf) - 3,000 Seats (Tract B, Entertainment)
Residential Units 447 Condos (Tract B, Residential)
2
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Since 1989
CIVIL
LAND DEVELOPMENT
TRAFFIC AND TRANSPORTATION
Construction on this block will consist of a residential tower and
parkinggarage, 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
imL
:1'2T:ai:5:nit® ®;7;U'nfZi
Since 1989
2. Storm Drainage System
A. Existing Storm Drainage System:
CIVIL
LAND DEVELOPAENT
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 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
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Since 1989
CIVIL
LAND DEVELOP.
TRAFFIC AND TRAI:TAT)ON
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".
MMILW/
Sine 1989
3. Water Distribution System
A. Existing Water System Facilities:
CML
LAND DEVELOPMENT
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 2nd Street that run
along the entire east side of Biock 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 Biock 3.
These existing water mains can be used to provide fire protection domestic and
landscape irrigation service for this project.
6
Olin Air
mmon
bin;s'. i j I l
Since 1989
CML
LAND DEVELOPI,ENT
TRAFFIC AND TRANSPORTATION
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
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Eni@ I I I I!! I
Since I989
CIVIL
LAND DEVELOPAENT
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 2nd 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 3`d 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
Emma
..
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 current 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 by 0.06 hours to 6.61 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
MEM ,\j,
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Notassmeow
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Since 1989
CIVIL
LAND DEVELOPMENT
TRAFFIC AND TRANSPORTATION
5. Solid Waste Generation
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
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231
TRACT "D"
TRACT "C"
APPROXIMATE
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EAST FLAGLER
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PROJECT LOCATION
35,
BRICKELL KEY ON
CLAUGHTON - SEC. 3
(119-70)
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BR1Ch
KEY ON
CLAUGF
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�IC4iGi � i l i i� j
Since 1989
CIVIL
LAND DEVELOPMENT
TRAFFIC AND TRANSPORTATION
EXHIBIT "B"
Storm Drainage Calculations
12
iCb;�lDj�ij� u I��®�C6 �I f ig
Since 1989
CIVIL
LAND DEVELOPMENT
TRAFFIC AND TRANSPORTAT]ON
STORMWATER WELL CALCULATIONS
ONE MIAMI
BLOCK 2
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
.l
13
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Since 1989
CIVIL
LAND DEVELOPAENT
TRAFFIC AND TRANSPORTATION
STORMWATER WELL CALCULATIONS
ONE MIAMI
BLOCK 2
DATE: 7/5/2002
DESIGN
STORM
RAINFALL
INTENSITY
[in/hrj
PEAK
RUNOFF
[cfs]
WELL
HEAD
[ft]
SG t MH
[ft)
STAGE
[NGVDJ
CRITICAL
STAGE
[NGVDj
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
3.138
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
lui�`!ib �j�I�IP
IDi�ul�l I i I I
• Since 1989
i
CIVIL
LAND DEVELOP%ENT
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 WALL AREA = 4.41 ACRES
CONTRIBUTING BUILDING AREA = 1.32 ACRES
CONTRIBUTING AREA = 3.78 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 = 7
TOTAL WELL DISCHARGE RATE PER FT OF HEAD = 5250 gpm/ft
MEAN HIGH TIDE ELEVATION [MH] = 1.52 NGVD
WELL DIAMETER = 24 IN
SPECIFIC GRAVITY LOSS [SG] = 2 FT
15
DESIGN
• STORM
I�i�il��lb!�i@IGIPI�In Ji
tjng' 11 i 1 i 1 i
Since 1989
CIVIL
LAND DEVELOKENT
TRAFFIC AND TRANSPORTATION
STORMWATER WELL CALCULATIONS
ONE MIAMI
BLOCK 3
DATE: 7/5/2002
5 yr- 24 hr
25 yr- 72 hr
100 yr- 72 hr
RAINFALL
INTENSITY
[in/hr]
6.17
6.98
7.44
PEAK
RUNOFF
[cfs]
22.87
25.87
27.58
WELL
HEAD
[ft)
1.96
2.21
2.36
SG + MH
[ft)
3.52
3.52
3.52
STAGE CRITICAL
• STAGE
[NGVD) [NGVD]
5.48
5.73
5.88
6.00
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
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1$1nIZI b lw;cl®I c 6 lnI 11
ET;;Iilll1lil
Since 1989
CML
LAND DEVELOPtENT•
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 AREA = 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
DESIGN
STORM
Since 1989
CIVIL
LAND DEVELOPMENT
TRAFFIC AND TRANSPORTATION
STORMWATER WELL CALCULATIONS •
ONE MIAMI
BLOCK 4
DATE: 7/5/2002
RAINFALL
INTENSITY
[in/hr]
PEAK
RUNOFF
[cfsj
WELL
HEAD
[ft]
SG + MH
[ft]
STAGE
[NGVD]
CRITICAL
STAGE
[NGVD]
5 yr- 24 hr
25 yr- 72 hr
100yr- 72hr
6.17
6.98
7.44
16.46
18.62
19.84
3.28
3.71
3.96
3.52
3.52
3.52
6.80
7.23
7.48
9.69
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
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. Since 1989
CIVIL
LAND DEVELOPAENT
TRAFFIC AND TRANSPORTATION
EXHIBIT "C"
MD-WASD Availability Letter
MD-WASD Atlas (Sewer)
MD-WASD Atlas (Water)
Proposed Water Use Calculations
DERM Pump Station 30-0001 Monthly Information
19
February 23, 2004.
VSN
8550 West Flagler St. Suite 113.
Miami, Florida 33144
Re: Water Availability for MET ONE,Miami-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. 2nd
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 21 st, 1995, the First Partial Consent Decree and the Second and Final
Partial Consent Decree entered in the United States of America
Environmental Protection Agency vs. Metropolitan Dade County (Case
Number 93-1109 CIV-MORENO), as currently in effect or as modified in the
future, and all other current, subsequent or future agreements, court orders,
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-(30) 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.
we can be of further assistance in this matter, please contact us.
• Very truly yours,
Mirta Barrios
New Business Supervisor 1
L't;!ities Development Division
21
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MD-WASD ATLAS (WATER)
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DW 98163
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E-2002-020
F.- 5/25/02
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23
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14iL kij6In!@4Iv!6;ni!�.
Since 1989
CIVIL
LAND DEVELOPI.ENT
TRAFFIC AND TRANSPORTAT)ON
PROPOSED WATER USE CALCULATIONS
PROJECT MET ONE
DATE: 1-Apr-04
TYPE OF BUILDING USE
AREA/UNITS
[sf7
[seats]
RATE
[g pd/sf]
[g pd/seat]
ADF
[gpd]
TRACT C (RESIDENTIAL)
APARTMENT UNITS
RETAIL
SUB -TOTAL
TRACT B (ENTRETAINMENT & RESIDENTIAL)
RETAIL
APARTMENT UNITS
CINEMA (60,000 SF)
SUB -TOTAL
TRACT D (RESIDENTIAL RETAIL & OFFICE)
APARTMENT UNITS
RETAIL
OFFICE
SUB -TOTAL
653
32,500
76,500.
447
3,000
400
25,700
500,000
200
0.05
0.05
200
3
200
0.05
0.10
130,600
1,625
132,225
3,825
89,400
9,000
102,225
80,000
1,285
50,000
131,285
NET INCREASE: 365,735
24
i
Hump btation riontnly
"-9tion..30 -0001 Atlas Pg..F14
MI DADE WATER & SEWER DEPARTMENT
nddr..390 NW NORTH RIDER DR
Sec -Township -Range 1-54-41
Genr. ET clock.Y Te1m.Y +Pumps. 8
Pump Type.A Stn Class.M Speed.2 Hrspwr.+
Res flow(gpd)._ Proj Napot
Plans.. 7,890,284 6.54 hrs
Plats.. 0 5.12 hrs
Extens. 0 5.12 hrs
Cap
65.40
51.20
51.20
Date. Mo.NAPOT Avg Daily Flows
01/28/2004 4.42 30.97 0.00
12/26/2003 4.59 32.12 0.00
11/21/2003. 6.16 43.12 0.00
10/23/2003 6.40 44.82 0.00
09/24/2003 6.09 42.61 0.00
J8/25/2003 4.87 34.10 0.00
07/25/2003 5.01 35.04 0.00
-. Signature-..GARCIM
Ready•-.
Rgd
Flg
Y
Y
Y
Y'
inrcrmatlon Arlan
Mena �CTi:_m. . Jri
Moratorium effective since / /
Yearly NAPOT .(hrs) 5.12
Stn Gross Capacitu(gpd)..221,760,000
Station Reduction Factor C.60
Stn Net. Cap Certif(gpd).. 0
Stn Net Capacity(gpd)•...133,C56,000
Indicated Flows(gpd) 28,365,280
Comments
Pmp
8
8
8
8
8
8
Sign Date..08/11/2003 06:15:10.07
25
Enter station number: UUU1
yr proposed flow.(GPD): 355735
Calculating downstream stations...
Do you wish to display the ET file...(Y/N)? y
NAPOT Estimates Program
*2004022008100394*TORRES_P
ent. *
M Stet Station Station
R Type Owner Number
Proposed Number of gallons (gpd): 355735
*.*********.**.*****.***********-** Downstream
OK A52M+ 30 0001
AC • 30 CD
AC 30 RS
IN 30 RS95APR
IN. • . 30 RS94MAR
%PRINT-F-CREJOB, error'creating job
-JEC--E-NOSUCHQUE, no such queue
* This is not an official docum
Current
ET (Hrs)
Delta
ET (Hrs)
Projected
ET (Hrs)
Stations xxx***xxx********icy***********
6.54 0.06 5.61
1002.07 0.06 1002.13
1002.05 0.03 1002.06
1001.77 0.02 1001.79
1001.90 0.03 1001.93
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26
mow \vi
IOW
Since 1989
CIVIL
LAND DEVELOPAENT
TRAFFIC AND TRANSPORTATION
EXHIBIT "D"
Solid Waste Generation Calculations
27
\
ANINN
nice! J i l i 1! I i
Since 1989
CML
LAND DEVELOPIENT
TRAFFIC AND TRANSPORTATION
PROPOSED SOLID WASTE CALCULATIONS
PROJECT ONE MIAMI
DATE: 1-Apr-04
TYPE OF BUILDING USE
AREA/UNITS
[sf]
[seats]
RATE
[Ib/sf]
[lb/se at]
SOLID WASTE
GENERATED
[lb]
SOLID WASTE
GENERATED
[tons]
TRACT C
APARTMENT UNITS
RETAIL
SUB -TOTAL
TRACT B
RETAIL.
APARTMENT UNITS
CINEMA (60,00U SF)
SUB -TOTAL
TRACT D
APARTMENT L,Nrr 5
RETAIL
OFFICE
SUB -TOTAL
653
32,500
76,500
447
3,000
400
25,700
500,000
8
0.025
0.025
8
1,
8
0.025
0.025
5,224
813
6,037
1,913
3,576
3,000
8,489
3.200
64:i
12,500
16,343
2.61
0.41
3.02
0.96
1.79
1.50
4.24
1.60
3.32
5.25
8.17
NET INCREASE:
30,868
15.43
ANTICIPATED SOLID WASTE VOLUME AT 7 CY PER TON:
108 CY / DAY
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