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Since 1989
CIVIL
LAND DEVELOPMENT
TRAFFIC AND TRANSPORTATION
RIVER FRONT
EAST PARCEL
MULTI USE PROPOSAL
FOR DOWNTOWN MIAMI
SITE UTILITY STUDY
September 2004
8550 W. FLAGLER STREET, SUITE 113, MIAM,1, FLORIDA 33144
TEL: (305) 551-6267 m FAX: (305) 551-4542
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CIVIL
LAND DFVELOMENT
TRAFFIC AND TRANSPORTATION
TABLE OF CONTENTS
Page
1. General 2
2. Storm Drainage System 3
3. Water Distribution System 5
4. Sewer Collection System 6
5. Solid Waste Generation 9
EXHIBITS:
"A" Location Map 11
"B" Storm Drainage Well Calculations 12
"C° MD-WASD Agreements 21
MD-WASD Atlas (Sewer) 25
MD_WASD Atlas (Water) 26
Proposed Water Use Calculations 27
DERM Pump Station 30-0001 Monthly Report 28
"D" Solid Waste Generation Calculations .. 30
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General
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Si? ce 1989
CIVIL
LAND €3EVELOPNT
TRAFFIC AND TRANSPORTATLON
RIVER FRONT (EAST PARCEL)
SITE UTILITY STUDY
A. Project Location and size:
This an approximately 5.09 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.
Refer to Exhibit "A" for location map.
B. The proposed project build -out will be as follows:
PHASE I:
Residential Condominiums
Retail
479 Units
11,572 SF
PHASE ll:
Residential Condominiums 479 Units
Retail 16,647 SF
PHASE III:
Residential Condominiums 466 Units
Retail 13,775 SF
Office 52,800 SF
Build -out summary:
Residential Condominiums 1,424 Units
Retail 41,994 SF
Office 52,800 SF
2
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Since ] 989
2. Storm Drainage System
A. Existing Storm Drainage System:
OWL
LAND DEVELOPMENT
TBAFFRC 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.
S. 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.
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DIAL
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 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.
Based on the attached calculations, a total of six (6) storm drainage wells
are required to provide full on -site retention for this project.
For Well Disposal System calculations refer to attached Exhibit "B".
4
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3. Water Distribution System
A. Existing Water System Facilities:
CIVIL
LAND DEVELOPMENT
TRAFFIC AND TRANSPORTAT)ON
Miami -Dade Water & Sewer Department (MD-WASD) owns and operates
the following domestic water facilities in the vicinity of this project:
• An existing 4-inch water main on SW 3'd Street that run along the north
side of the property.
• Existing 12-inch and 6-inch water mains on S. Miami Avenue that run
in front of a portion of the east side of the property.
• An existing 6-inch water main within the property.
5
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Since 1989
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LAND DEVELOPMENT
TRAFFIC AND TRANDPc3RTATDOJ
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 6-inch water main running within the
property as required for accommodating the proposed buildings.
• Install a new 12-inch water main westerly in SW 3r` Street from the
existing 12-inch water main on S. Miami Avenue to the existing 16-
inch water main in SW 1st Avenue.
6 Removal of the existing 4-inch water main on SW 3'd 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 292,180 GPD is expected from this project.
For determination of anticipated flows see Exhibit "C".
6
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4. Sewer Collection System
OPAL
LAND DEVELOPWENT
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 3rd Street that runs
along the north side of the property.
• An existing 24-inch gravity sewer line along S. Miami Avenue running
along a portion of the east side of the property.
7
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CIVIL
LAND DEVELOPMENT
TRAFFIC AND TRANSPQRTATiON
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 3rd 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.
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5. Solid Waste Generation
CIVIL
LAND DEVELOPMENT
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 48 CY per
day. (See Appendix `'D").
9
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CIVIL
LAND DEVELOPMENT
TRAFFIC AND TRANSPORTATION
EXHIBIT "A"
Location Map
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CIVIL
LAND DEVELOPNENT
TRAFFIC ANC TRANSPORTATION
LOCATION SKETCH
SCALE: 1'1=300'
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CIVIL
LAND DEVELOPMENT
TRAFFIC AND TRANSPORTATION
EXHIBIT "B"
Storm Drainage Calculations
1 2
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CIVIL
LAND DEVELOPMENT
TRAFFIC AND TRANSPORTATION
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 6.
13
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DISCHARGE RATES
CIVIL
LAND DEVELOP E 1
THAFFIG AND TF,ANSFORT.COON
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 Flood
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 weirs 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.
14
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Sii3cc .1989
PROJECT NAME
DRAINAGE AREA:
CRriL
LAND DEVELOF €N i
},AFFiO AND TRANS P)RTAT DY.
RIVER FRONT 916/2004
ENTIRE SITE Page I
SITE DATA:
SITE AREA = 11.54 ACRES
BUILDING FOOT PRINT = 300 Fr
BUILDING HIGH T = 500 FT
NUMBER OF BUILDINGS= 6
BUILDING WALL AREA -_ 24.79 ACRES
CONTRIBUTING BUILDING AREA = 7.44 ACRES
CONTRIBUTING AREA = 18.98 ACRES
NUMBER OF WELLS S = 13
REQUIRED VOLUME FOR 90 SEC. DETENTION TIME:
CONTRIBUTING AREA PER WELL = 1.46 ACRES
RAINFALL INTENSITY (90 SEC) = 6.4 IN/HR
RUN OFF VOLUME (90 SEC) = 79° CF
DETENTION VOLU ME PROVIDED:
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 = 110,608 CF
15
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Sin -cc 19'89
PROJECT NAME
DRAINAGE AREA:
CIVIL
LAN D DEVE LDPMEh'T
TRiAFF RC AND TRANS P88 7 AT)ON
RIVER FRONT 9/6/2004
ENTIRE SITE Page 2
DRAINAGE WELL DATA:
WELL DIAMETER
WELL DISCHARGE RATE PER FT OF HEAD
AVAILABLE !HAD =
DISCHARGE RATE PER WELL
CUMULATIVE INFLOW/OUTFLOW DATA:
STORM FREQUENCY
C FACTOR
DRAINAGE AREA =
OF WELLS PROVIDED
TOTAL (DISCHARGE RATE
TOTAL DISCHARGE RATE =
SEDIMENT TANK STORAGE =
INFLOW-EXFILTRATION TABLE
24 INCHES
850 GPM
4.00 FT
3,400 GEM
5 YEARS
0.85
18.98 ACRES
13
44,200 GPM
98.48 CFS
10.608 CF
TIM-
MIN
INTEN.
IN!HR
CUM.1NFLOW
CF
SYST. STO.
CF
ADJ. (NFL.
Cr-
WELL DISCH.
CF
OVERFLOW
CFS
8
5.41
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
236,354
-39.02
60
3.20
185,663
10,638
175,055
354,545
-49.86
90
2.48
216,049
10,608
205,441
531,815
-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
247,72D
1,033,636
-75.55
16
VOLUME (CF)
1,200,000
1,000,000
800,00C)
600,000
400,000
200,000
0
0 20 40 60 60 100
TIME (MIN)
CUMULATIVE INFLOW-EXFILTRATION
O
A
c
WELL DISCHARGE= 98.46 CFS
sd
s'
s
d ,fIte
/CUMULATIVE INFLOW
120
140
160
180
200
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Oi 01
LAND DEVELOPMENT
73AFFIC AND TRAMSFOR ATION
DRAINAGE AREA SUMMARY
RIVER FRONT
MIAMI, FL.
DATE:
911 /2004
DRAINAGE AREA
Area
"c„ _actor
TOTAL
[Acj
AxC
VVaikway Areas
2.39
0.90
2.151
Roadways
2.83
0.9D
2.547
Buildings
5.17
0.90
4.653
Green Open Areas
1.15
0.40
0.460
TOTAL=
11.54
9.81 1
Weighted C= 0.85
18
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CIVIL
LAND DEVELOPMENT
T AFFJC AND TRA 4SPORTJT )N
STORMWATER WELL CALCULATIONS
RIVER FRONT
DATE 916/2004
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 gpm!fi
MEAN HIGH TIDE ELEVATION [MHi = 2 NGVD
WELL DIAMETER = 24 IN
SPECIFIC GRAVITY LOSS [SG] = 2 FT
19
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Gi VtL
LAND DEVELaiwc.!c-
TR.AFFiC AND TR .°4SPFRTATiON
STORMWATER WELL CALCULATIONS
RIVER FRONT
DATE 916 2004
O S1 N
3TOREI
RAINFALL
INTENSITY
[in/nr]
PEAK
RUNOFF
Ms]
WELL 1 SG + fv'�H
!-EAD) 1
[f#.] Irj
STAGE
INGVO]
CRITICAL
SAGE
INGVDi
0 yr 24 hr
6.17
99 3
4.04 1 4.00
8.04
10
8.10
THE MINIMUM PERIMETER GRADE ELEVATION IS 8.10 NGVD.
THE NUMBER OF WELLS PROVIDED IS SUFFICIENT TO MAINTAIN THE PEAK STAGE
OF THE 5 YEAR-24HR STORM WITHIN THE PROPERTY.
20
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Since 1989
CIVIL
LAND DEVELOPMENT
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
21
•
RIVER FRONT {WATER AND SEWER MAIN RELOCATION), ID# 18726
like entered into between the COUNTY and the United States, State of Florida andior 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
part 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.tor 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 DEPARTMENT'S 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.W. 3 Street. The existing four (4) inch water main in S.VV. 3 Street shall be removed
Page 4of23
• RIVER FRONT (WATER AND SEWER MAIN RELOCATION), It]# 1E726
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) nch 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 308 within the thirty-six (36) inch gravity sewer interceptor main in South M.rni
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.: 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 shall be removed or abandoned
in place, after the existing sewer laterals/connections, if any, have been relocated to the
proposed thirty-six (36) inch gravity sewer interceptor main, without interrupting service to
existing customers. The DEVELOPER, through its engineer and utility contractor, shall
take the necessary measures to maintain the thirty-six (36) inch gravity sewer interceptor
•
Page 5 of 23
•
•
RIVER FRONT (WATER AND SEWER MAIN RELOCATION), ID)/ 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 suer] 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
own 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 inr_.li urte any and all water mains, valves, fittings, 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
24
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MIAMI S /E7
iLECTRI 0 STATION
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MD-WASD SEWER ATLAS
zc,4t.:284 2 2370
SE 2 ST
257
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MD-WASD WATER ATLAS
9219
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Since 1989
CIVIL
LAND DEVELO % NT
TRAFFIC AND TRANSPORTATION
PROPOSED WATER USE CALCULATIONS
PROJECT RIVER FRONT EAST PARCEL
DATE: 16-Sep-04
TYPE OF BUILDING USE
AREA
[sij
[unit]
RATE
[9Pd!s
[gpd/unit]
ADF
[Jpd
PROPOSED FLOWS:
PHASE I
Apartment Units
479
200
95,800
Retail
11,572
0.05
579
PHASE II
Apartment Units
479
200
95,800
Retail
16.647
0.05
832
PHASE III
Apartment Units
466
200
93,200
Retail -
13,775
0.05
689
Office
52,800
0.10
5,280
SUB -TOTAL
292.180
PREVIOUS FLOWS:
SUB -TOTAL
NET INCREASE: 292,180
8550 W. FLAGLER STREET, SUITE 113, MIAF, I, FLORIDA 33144
TEL: (305) 551-6267 @ FAX: (305) 551-4542
Pump Station monthly information
tion..30 -0001 Atlas Pg..F14
1 DADE WATER & SEWER DEPARTMENT
Ammar .. 3 9 0 NW NORTH RIVER DR
Sec -Township -Range 1-54-41
Genr . ET clock.Y Telm.Y #Pumps. 8
Pump Type.A Stn Class.M Speed.2 Hrspwr.--
[ Res
I Planss
;Plats..
_ -,r
fiow(gpd)
6,674,815
0
0
Proj Napot
6.04 hrs
4.84 hrs
4.84 hrs
Cap
60.40
48.40
48.40
<Plan Review>
Moratorium..OK
Moratorium effective since / /
Yearly NAPOT (hrs ) 4.84
Stn Goss Capacity (gpd) .. 221, 760, 000
Station Reduction Factor 0.60
Stn Net Cap Certi i (gpd) - . 0
Stn Net Capacity(gpd)....133,056,000
Indicated Flows(god) 26, 832,960
Date Mo . NAPOT Avg Daily Flows 0
07/27/2004
06/25/2004
05/26/2004
04/27/2004
03/29/2004
02/27/2004
01/28/2004
GOLD/M
GOLDID
GOLD/G
•
•
3.64
3.55
4.15
4.82
4.72
4.72
4.42
Pmp
25.50 0.00 8
24.88 0.00 8
29.06 0.00 8
33.71 0.00 8
33.06 0.00
33.04 0.00
30.97 0.00
Rgd
Fig
Y
Y
Y_
Y
Y
Y_
Y 8
Comments
Signature..GARCTM Sign Date
Station I<m>provement GOLD/S <S>tation Inform.
<D>ownstrearn Station
Codes & Cata<g>ories
.08/1.1/2003 06:15:10.07
GOLD/U <U>pstrearn Station
GOLD/P <P>ump Information
GOLD/T Sewer Cer<t>ification
28
*20040924142501
ent. *
! . at Station
2 yie Owner
Proposed Number
02*DEA777 * This is not an official docum
Station
Number
of gallons (gpd): 531750
******************************
OK
AC
AC
2g
2g
•
A52x+ 30
30
30
30
30
0001
CD
RS
RS95kPR
RS94MAR
Downstream
Current
ET (Hrs)
Delta
ET (Hrs)
Projected
ET (Hrs)
Stations ******************.** ********
6.04 0.10 6.14
1001.99 0.10 1002.08
1001.91 0.04 1001.95
1001.65 0.04 1001.69
1001.78 0.04 1001.82
29
•
•
NEM
vrrr�
✓ ! T taw
MEI
uwmMPIMIKEIMwg L�� l Ism
1®j :., ® ®IG
Since 1989
CIVIL
LAND DEVELOPMENT
TRAFFIC AND TRANSPORTATION
EXHIBIT "D"
Solid Waste Generation Calculations
30
rr irunwrrer rf l —
�srawwrrrrrrrer ' >�
r,!' j
Since 1989
CIVIL
LAND DEVELOPMENT
TRAFFIC AND TRANSPORTATION
PROPOSED SOLID WASTE CALCULATIONS
PROJECT: RIVER FRONT EAST PARCEL
DATE: 16--Se, .-04
TYPE OF BUILDING USE
AREPJUNI T S
[sf]
[seats]
RATE
[Ibfsf]
[lblseat]
SOLD WASTE
GENERATED
[Ib]
SOLID WASTE
GENERATED
[tons]
PHASE
APARTMENT UNITS
479
8
3,832
1.92
RETAIL
11,572
0.025
289
0.14
SUB -TOTAL
4,121
2.06
PHASE 11
APARTMENT UNITS
479
8
3,832
1.92
RETAIL
16,647
0.025
416
0.21
SUB -TOTAL
4,248
2.12
PHASE Ili
APARTMENT UNITS
456
8
3,728
1.86
RETAIL
13,775
0.025
344
0.17
Office
52,800
0.025
1,320
0.66
SUB -TOTAL
5,392
2.70
NET INCREASE:
4,121
6.88
ANTICIPATED SOLID WASTE VOLUME AT 7 CY PER TON:
48 CY 1 DAY
31