HomeMy WebLinkAboutIII - Tab 3 Site Utility Study4110 June 2006
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OMB I
MAJOR USE SPECIAL PI-4,RMIT
SITE UTILITY STUDY
PREPARED FOR:
Downtown Miami Mall, L.L.C.\
Downtown Miami Hotel, L.L.C.
KHA Project No.: 042688000
Prepared by:
KIMLEY-HORN AND ASSO CIA 7 ES, INC.
1691 Michigan Ave. Suite 400
MIAMI BEACH, EL 33139
OMNI
Site Utility Study
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Site Utility Study
introduction
"OMNI" is a proposed mixed -use development located on a 11.53± acre property in the
City of Miami, Miami -Dade County, Florida. The property is bordered by Biscayne
Boulevard to the west, NE 17`h Terr. to the north, NE 15th St. to the south and North
Bayshore Drive to the east. (See Attachment "A" Maps). Currently, the site is occupied
by several multi -story buildings ranging from 5 to 9-stories and a 7-story parking garage.
The entire site will be demolished and cleared .for the new development.
The proposed "O.MNI" project will include six residential towers, ranging from 58 to 66
stories, housing 4,208 apartment units. There will also be approximately 350,200 SF of
non-residential (retail/commercial) area within the site. Parking garages will
accommodate 4,754 residential spaces and 1,400 retail spaces. A tabular breakdown of
the project details was obtained from the Site Data and Development Program prepared
by the Architect and is depicted in Tablet- "Project Summary" below.
Residential
Table 1:
Project Summary
4,208 apt. units
.Retail
5,171,378
350,200
Parking
6,154 spaces
OMR1
Site Utility Study Page 2
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I. Drainage
Relative to the aforementioned project, the following information shall be used during the
storm water management design and site grading.
Flood Criteria:
The proposed project site Grade elevations will be designed to meet floodplain
management criteria according to Federal, State, Miami -Dade County and City of Miami
standards as follovvs:
I. The subject property is located in PANEL I83 of COMMUNITY -PANEL NUMBER
12025C0183 ] of the Flood Insurance Rate Map (FIRM). According to the National
Flood Insurance .Program, the property is located within Flood Zone AE Elev. 9 &i0.
2. Miami -Dade County Flood Criteria elevation is estimated to be 5.0 ft. NGVD. This
will be used to determine proposed minimum site grade elevations.
3. The average October ground water table elevation is estimated to be 2.0 ft. NGVD.
This will be used as the control water elevation for stormwater management
calculations (Source: Miami -Dade County Public Works Manual, Volume II - Design
Standard Detail WC 2-2).
Existing Drainage:
Based on site observations and other available information, there is an existing drainage
system within the property. It is assumed that all existing on -site drainage will be
demolished, and a new stormwater management system will be constructed to retain the
runoff generated by the proposed development.
OMNI
Site Utility Study Page 3
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Proposed Draina2e System_
The proposed drainage system will consist of drainage wells in order to collect the
.required volume of storm runoff from the specified design storm event. in accordance
with the requirements of the Miami -.Dade County Department of Environmental
.Resources (DERM), the proposed drainage system will need to collect and dispose of the
storm runoff generated by a design storm event of 5-year frequency and 24-hour duration.
(Source: Section D-4, "Water Control", of Part 2 of the Miami -Dade County Public
Works Manual). No direct or indirect drainage connections or discharge of storm runoff
from the property to adjacent properties or rights -of -way will be permitted.
Based on preliminary calculations, it is anticipated that a minimum of sixteen (16) gravity
drainage wells would be required to collect and dispose of the design storm runoff
generated by the proposed development. Preliminary drainage computations for the
project areas are provided in Attachment B "Preliminary Drainage Well Calculations",
which includes the basis for design.
The final drainage design for the project should be in conformance with the requirements
of the Miami -Dade County DERM Water Control Section, Florida Department of
Environmental Protection, and other local, state and federal regulatory agencies having
jurisdiction over the project.
II. Water Distribution System
The property is located within the water service area of the Miami -Dade Water and Sewer
Department (MDWASD). Information on existing and proposed public water distribution
mains owned and operated by MDWASD and abutting the property was obtained from
the MDWASD Water .Atlas. These are shown in Table 2 below.
OMNI
Site Utility Study
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Biscayne Blvd.
Table 2:
Existing Water Mains
(Per MDWASD Water Atlas Sheet)
NE 17`h Terr. & NE 15th St.
Existing :18" to 16" diameter
main with 6" services
NE 17th Terr.
Biscayne Blvd. & N. Bayshore Dr.
Existing 16" diameter main
N. Bayshore Dr.
NE 17" Teti. & NE
5`n St
Biscayne Blvd. & N. Bayshore Dr.
Existing 16" and 6" diameter
mains with 2" and 6"
services
Existing 24" diameter main
Typically, MDWASD :requires that any water services from proposed projects containing
retail or commercial uses be connected to water trains of at least 12-inch diameter. Based
on the MDWASD Water Atlas, there are existing 16", 18" and 24" diameter mains
abutting the property on all four sides.
Hydraulic analysis of the existing water distribution system was not done as part of this
study. Although not anticipated, there is a small possibilityMDWASD will require that
the developer upgrade some of the existing abutting public water mains, but a final
determination will not be provided by MDWASD until a Water and Sewer Agreement, or
request for water service, is submitted to the MDWASD New Business Office by the
developer. Water service meters will be installed by MDWASD forces at the developer's
expense.
A copy of MDWASD Water Atlas sheet has been included in Attachment "C".
I. Sanitary Sewer Collection System.
The property is also located within the sanitary sewer service area of the MDWASD.
Information on existing and proposed public sanitary sewage mains owned and operated
by MDWASD and abutting the property was obtained from the MDWASD Sewer Atlas.
These are shown in Table 3 below.
OMN1
Site Utility Study Page 5
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ation
Table 3:
Existing Sanitary Sewer Mains
(Per MDWASD Sewer Atlas Sheet)
Sanitary Sewer Mains)
Biscayne Blvd.
NE 17`h Terr. & NE 15`h St.
Existing 10" gravity main
NE 17th Terr.
Biscayne Blvd. & N. Bayshore Dr.
Existing S" to 12" gravity
main
N. Bayshore Dr.
NE 15th St.
NE 171h Te.rr. & NE 15th St.
Biscayne Blvd. & N. Bayshore Dr.
Existing 6" and 10" gravity
mains and 72" interceptor
Existing 10" and 27" gravity
mains
Sanitary sewer service laterals from the proposed project may be connected to either of the
existing gravity sanitary sewage mains running along the adjacent roads, provided the
existing mains have sufficient depth, and provided MDWASD determined that the existing
mains have sufficient reserve flow capacity to handle the anticipated sewage flows from the
development. MDWASD may also require upgrades to the sanitary sewer system, but a final
determination will not be provided by MDWASD until a Water and Sewer Agreement, or
request for sewer service, is submitted to the MDWASD New Business Office by the
developer.
Sewage flows within the area of the project are collected by a system of gravity mains, sent
to an interceptor, and conveyed to Pump Station No. 002. At the time this Site Utility Study
was performed, a Pump Station Monthly Information report (PSMI) for Pump Station No.
002 was obtained from Miami -Dade County DERM (see Attachment "D"). The PSMI shows
that Pump Station No. 002 is operating at an average yearly NAPOT of 3.02 hours, and is not
under any type of moratorium. Based on this information, it is not anticipated that any
improvements to the regional pumping and/or transmission systems will be required to
connect the proposed project. However, hydraulic analysis of the sewage collection system
was not done as part of this study. A final determination regarding the status of the existing
transmission and pumping system and the need for possible improvements will not be made
until construction plans are submitted to the Miami -Dade County DERM Wastewater
Section, and a Sanitary Sewage System Capacity Certification Letter is issued by DERM.
The anticipated sewage flows from the project are shown in Table 4 below.
OMNI
Site Utility Study Page 6
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Table 4:
Water & Sewer Flow Generation
Apartment
4.208 units
200 GPD/unit
841,600
Retail
350,200
5 GPD/100 SF
17,510
Total Anticipated Flow
859,110 GPD
IV. Solid Waste Generation
Solid waste generated by this project will be collected in standard on -site containers for
refuse and .recyclables. Regular pick-up services will be provided either by private hauling
companies and/or by the City of Miami Solid Waste Department, who will transport the
waste to Miami -Dade County's or private disposal and recycling facilities. The volumes of
solid waste projected to be generated by the project are shown in Table 5.
Table 5:
Solid Waste Generation
Apartment
4,208 units
5 lb./unit/day
Total Solid
Waste ....
Generated;
(Tons/Day)
10.52
Retail
350,200 SF
6 lb./1000 SF/day
1.05
Total Anticipated Solid Waste Generated
11.57
OMNI
Site Utility Study Page 7
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OMNI
Site Utility Study
Attachment A
Maps
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PROJECT
LOCATION
'
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Es(
33
-V- -,----- -TY
,D
67
czn
Kimley-Horn and Associates, Inc.
691 1.,lichIger, Avenue
41)0
Minmi Beach, FlorIda .3.3139
Phone: 305-573-202,5
Fex: 305-673-4852
OMN!
SITE LOCATION MAP
I�irley-horn and Associates, Inc.
1691 Michigen .Ave
Suite 406i
P1ia ni B och, Icuida 33139
Phone: 305-673._ 2025
Fox: 305-673-4882
OMNI
F,I.R.M. FLOOD INSURANCE
RATE MAP
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ono
11 .1- .531%1
4
3.
33
s
4
1
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PROJECT
SITE
76
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a
pw-mi
I
111imley---iorn and Associates, i q.
1591 "iEichiacn Ave
Suite 400
lia i E3eoch, F`o3dQ 3.3139
nc Phone: 305-673-2025
Fax. 305-673-4882
OMNI
FLOOD CRITERIA MAP
Elan
1691 Mich gon Ave
Suite 400
Miami 8each, Florida 33139
Kimiey-Horn and Associates, Phone: 305--673-2025
Fix: 305-673-4882
OMNI
AVERAGE OCTOBER GROUND
WATER LEVEL 1960-75
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ONINl
Site Utility Study
Attachment B
Preliminary Drainage Well Calculations
OMNI
City of Miatni, Florida
Sr DRAINAGE CALCULATIONS
DRAINAGE iGL WELLS
(MASS DIAGRAM DERM CRITERIA)..
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1. Site Data:
A. Average October Water Table Elevation =
B. County Flood Criteria Elevation =
C. F.I.R.M. or .FEMA Base Flood Elevation =
D. Average existing perimeter grade elevation =
2. Total Contributing Drainage Area (A):
A. Impervious Areas:
a) Asphalt and concrete pavement =
b) Roof areas =
Zone AE (Map N .>1202.5 40. seu ;4ppendix
NGVD
11.53 Acres
Acres
Acres
Total Impervious Area (Al) = 11.00 Acres (95%)
B. Pervious areas:
a) Green Areas = 0.53 Acres (5%)
3. Weighted Runoff Coefficient (C):
Runoff Coefficient Impervious (CI) _
Runoff Coefficient Pervious (C2) =
C=[(Ai xC1)+(A2xC2)]I A;
C x A = Total Contributing Area;
C=
CxA=
0.87
10.06 Acres
4. Time required to eenerate one inch of runoff (per DERM Water Control Section D-4)
Rainfall Intensity (I) = 308.51 [(48.6 x Fo II) + t (0.5895 a -
Frequency (F) =
years - Frequency Curve
Q = CIA, V = Qt; Vo �,.} = Qto to ;„) - Time to generate 1 inch of runoff
Vo in) = CIAt(t
i" x A = C1Att ;,i) ; Solving for to ,F,>, to ;„ ) = 1" / (IC)
Time to Generate one inch of run-off t(in) = 11.46 Min.
Time to reach the inlet (tc.) 00 Min.
Total Time required to generate 1 in of runoff: — 21.46 Min.
Copy of Copy o3 DRAINAGE CALCS_OMN€-cjrreCfed.rlg BASIN
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5. Cumulative Runoff (Inflow Mass Diagram)
8
10
15
21.46
30
40
50
60
90
120
180
(Sec
480
600
900
1287
1800
2400
3000
3600
5400
7200
10800
10.059
10.059
10.059
10.059
10.059
10.059
10.059
10.059
10.059
10.059
10.059
6.405
6.166
5.641
5.082
4.493
3.956
3.534
3.193
2.477
2.023
1.480
64.43
62.03
56.74
51.12
45.20
39.80
35.55
32.12
24.92
20.35
14.89
eeumulaied
Stafn
Runoff
(CF)
30,925
37,216
51,070
65,812
81,355
95,515
106,652
115,642
134.544
146,518
160,831
6. Drainage We.11 Design Discharge Rate:
Based on well discharge rate of:
Well)
No.
DW-1
Pr6.�osed;.:
Inlet Grate;
Etc..
8.00
Oct Water
Tableelev.
(NGVD)
2.00
2.20
GPM/ft. Head
Acting:
ell (ft.)
3.80
D scharge
3.39
Well Stale
Storage Volume:
(CF)
129.2
DW-2
8.00
2.00
2.20
3.80
3.39
1.29.2
DW-3
8.00
2.00
2.20
3.80
3.39
129.2
DW-4
8.00
2.00
2.20
3.80
3.39
129.2
DW-5
DW-6
8.00
8.00
2.00
2.00
2.20
2.20
3.80
3.80
3.39
3,39
129.2
129.2
DW-7
8.00
2.00
2.20
3.80
3.39
129.2
DW-8
DW-9
DW-10
8.00
8.00
8.00
2.00
2.00
2.00
2.20
2.20
2.20
3.80
3.80
3.80
3.39
3.39
3.39
129.2
129.2
1.29.2
DW-11
8.00
2.00
2.20
3.80
3.39
129.2
DW-12
8.00
2.00
2.20
3.80
3.39
129.2
DW-13
8.00
2.00
2.20
3.80
3.39
129.2
DW-14
8.00
2.00
2.20
3.80
3.39
8
129.2
DW-15
8.00
2.00
2.20
3.80
3.39
129.2
DW-16
8.00
2.00
2.20
3.80
3.39
Well Discharge Rate (CFS)
54.19
Total Storage (CF)
129.2
2067.20
*Topographical survey was not available at the time these calculations were prepared. Total head is based on an assumed proposed minimam grade
**,Assuming 100-'fort casing length and headloss of 0.022 feet her foot of casing.
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7. Detention Time:
The drainage tis e]'1 sinweture must he ciese4 to detain runoff for a t-ninitnu of 90 seconds prior to discharge.
Qd = Design Runoff Rate (CFS)
Va = Detention Volume (CF) = Q,r x 90 sec.
Vdi =Detention Volume Per Well (CF) =
W = Width of Well Structure (ft.) =
L = Length of 'Well Structure (ft.)
51.12 CFS
4601.12 CF
287.57 CF
4.0 ft.
8.5 ft.
is the min. depth required from the top of well casing to the floor of the well box to achieve 90 second detention time:
H,au,. (ft.) = Vet / (W x .L) = 8.50 ft.
8. Excess storm water runoff excluding well structure storage:
(See.);:
Vt'elI
Discharge
Rate..
(Cis)
'Accumulated
Storm Runoff:
Total Over ow
Volurrie
(CF
8
10
15
21.46
30
40
50
60
90
120
180
480
600
900
1,287.32
1800
2400
3000
3600
5400
7200
10800
54.19
54.19
54.19
54.19
54.19
54.19
54.19
54,19
54.19
54.19
54.19
26,011
32,513
48,770
69,759
97,540
130,053
162.567
195.080
292,620
390,160
585,241
30,925
37,216
51,070
65,812
81,355
95,515
106,652
115,642
134,544
146,518
160,831
4,914
4,703
2,300
-3,946
-16,185
-34,539
-55,915
-79,438
-158,077
-243.643
-424,410
9. Excess storm water runoff including well structure storage:
(Min.)
Accusriilatetl
Storm. Runoff
(CF)
Storage. in
Well Structure
(Cl
fccuirtula[ed
Well
Discharge':
Volume
(CF).
Tot
Volume
(CF)
8
10
15
21.46
30
40
50
60
90
120
180
480
600
900
1,287.32
1800
2400
3000
3600
5400
7200
10800
30,925
37,216
51,070
65,812
81,355
95,515
106,652
115,642
134,544
146,518
160,831
2,067
2,067
2,067
2,067
2,067
2,067
2.067
2,067
2,067
2,067
2,067
26,011
32,513
48,770
69,759
97.540
130,053
162,567
195,080
292,620
390,160
585,241
2,846,85
2,635.89
233.07
-6,013.41
-18,252.64
-36,606.14
-57,981.75
-81,505.25
-160,143.90
-245,710.02
-426,476.74
Safety Factor
Safety Factor
1.06
1.09
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OMNI
Site Utility Study
Attachment C
Existing Utility Records
SSOCOF CONFRM 20060214 #00001 045603157-000 NORM DSGN NEW.txt
From: irth_host6callsunshine.com
Sent: Tuesday, February 14, 2006 12:00 PM
To: Chin, Donnelly
Subject: SSOCOF CONFRM 2006/02/14 #00001 045603157-000 NORM DSGN NEW
CONFRM 00001 CALL SUNSHINE 02/14/06 12:00:18ET 045603157--000 DESIGN STREET
Ticket : 045603157 Rev:000 Taken: 02/14/06 11:54ET
State: FL Cnty: DADE GeoPlace: MIAMI
CallerPlace: MIAMI
Subdivision:
Address :
Street : BISCAYNE BLVD
Cross 1 : NE 15TH ST
Within 1/4 mile: Y
Cross 2 : NE 17TH TER
Locat: BOTH SIDES OF BISCAYNE BLVD FROM NE 15TH ST TO NE 17TH TER
Remarks : in response to receipt of a design ticket, SSOCOF provides the
originator of the design ticket with a list of SSOCOF members in the
vicinity of the design project. SSOCOF does not notify SSOCOF members of
the receipt by SSOCOF of a design ticket. It is the sole responsibility
of the design engineer to contact SSOCOF members to request information
about the location of SSOCOF members" underground facilities. Submission
of a design ticket will not satisfy the requirement of Chapter 556,
Florida Statutes, to notify SSOCOF of an intent to excavate or demolish.
That intent must be made known specifically to SSOCOF in the manner
required by law. In an effort to save time on future calls, save your
design ticket number if you intend to begin excavation within 90 days of
your design request. The design ticket can be referenced , and the
information on it can be used to save time when you call in the excavation
request.
** LOOKUP BY BETWEEN ., •.
Grids : 2547C8011C 2547B8011C
Work date: 02/14/06 Time: 11:57ET Hrs notc: 000 Category: 6 Duration: UNKNOWN
Due Date : 02/16/06 Time: 23:59ET Exp Date : 03/06/06 Time: 23:59ET
Work type: DESIGN Boring: N White -lined: N
Ug/oh/Both: U Machinery: N Depth: 0 Permits: N N/A
Done for : DESIGN
Company : KIMLEY HORN AND ASSOCIATES Type: CONT
Co addr : 9130 S DADELAND BLVD
Co addr2: SUITE 102
City : MIAMI State: FL Zip: 33156
Caller : DONNELLY CHIN Phone: 305-670-9120
Contact : DESIGN Phone:
BestTime: 7:30-5:30
Mobile : 305-588-7248
Fax : 305-670-9360
Email : DONNELLY.CHIN@KIMLEY-HORN.COM
Submitted: 02/14/06 11:54ET Oper: EVE Chan: 10
Mbrs
AT1002 NANCY SPENCE 770-918-5424
AT&T LOCAL SERVICES DIVISION FAX 770-785-3125
2315 SALEM RD, 1ST FL. AID
CONYERS, GA 30013
Level 1: OFFICE TECHNICIAN $50 PER HR CLERICAL $37 PER HR
Level 2: TWO MAN SURVEY CREW $110 PER HR FIELD TECHNICIAN $50 PER
HR CLERI
Level 3: TWO MAN SURVEY CREW $110 PER HR FIELD TECHNICIAN $50 PER
HR CLERI
Level 4: TWO MAN SURVEY CREW $110 PER HR FIELD TECHNICIAN $50 PER
HR OFFIC
CC1282 THOMAS CARROLL 954-534-7417
Page 1
SSOCOF CONFRM 20060214 #00001 045603157-000 NORM DSGN NEW.txt
COMCAST`CABLE FAX 954 534-7083
2501 SW 145 AVE
MIRAMAR, FL 33027
Level 1:
Level 2:
Level 3:
Level 4:
DCPWT JEAN GABOTON 305-592-8925 Ext: 250
PUBLIC WORKS - MDC FAx 305-477-6422
7100 NW 36TH ST
MIAMI, FL 33166
Level 1: SERVICES NOT PROVIDED BY MEMBER
Level 2: SERVICES NOT PROVIDED BY MEMBER
Level 3: SERVICES NOT PROVIDED BY MEMBER
Level 4: SERVICES NOT PROVIDED BY MEMBER
EGTOI JOSEPH E. SANCHEZ** 407-838-7171
FLORIDA GAS TRANSMISSION COMPANY FAX 407-838-7101
601 S LAKE DESTINY ROAD, SUITE 450
MAITLAND, FL 32794-5100
Level 1: ENGINEERING $70 / HR (2 HR MIN) CALL FOR ESTIMATE
Level 2: ENGINEERING $70/HR FIELD TECH $60/HR (2 HR MIN)
Level 3: FIELD TECH $60/HR (2 HR MIN)
Level 4: FIELD TECH $60/HR (2 HR MIN) SURVEY/VACUUM EXC NOT
PROVIDED
FPLCEO TRACY STERN:::; 305-442-5966
FLORIDA POWER & LIGHT FAX 305-442-5975
4200 W FLAGLER ST (5DD/LFO)
MIAMI, FL 33134
Level 1: NO FEE
Level 2: SERVICES NOT PROVIDED BY MEMBER
Level 3: SERVICES NOT PROVIDED BY MEMBER
Level 4: SERVICES NOT PROVIDED BY MEMBER
FPLDAD TRACY STERN* 305-442-5966
FLORIDA POWER & LIGHT FAX 305-442-5975
4200 W FLAGLER ST (SDD/LFO)
MIAMI, FL 33134
Level 1: NO FEE
Level 2: SERVICES NOT PROVIDED BY MEMBER
Level 3: SERVICES NOT PROVIDED BY MEMBER
Level 4: SERVICES NOT PROVIDED BY MEMBER
L3C900 NETWORK RELOCATIONS DEPT. 877-366-8344
LEVEL 3 COMMUNICATIONS LLC FAX 720-888-5223
1025 ELDORADO BLVD, BLDG 13C04
BLDG 13C04
BROOMFIELD, CO 80021
Level 1:
Level 2:
Level 3:
Level 4:
MCIU01 INVESTIGATIONS 972-729-6016
MCI FAX 972-656-6022
2400 N. GLENVILLE
RICHARDSON, TX 75082
Level 1: $0
Level 2: SERVICES NOT PROVIDED BY MEMBER
Level 3: SERVICES NOT PROVIDED BY MEMBER
Level 4: SERVICES NOT PROVIDED BY MEMBER
MDWS PHILLIP TORRES 305-669-7658 Ext: 7658
MIAMI DADE WATER SEWER FAX 305-669-7769
3575 s LEJEUNE RD
MIAMI, FL 33146
Level 1:
Level 2:
Level 3:
Level 4:
PGSMIA ANGEL L QUANT 954-453-0811
PEOPLES GAS - MIAMI
5101 NW 21ST AVE
FT LAUDERDALE, FL 33309
Level 1: TECO PEOPLES GAS WILL PROVIDE THE FIRST HOUR FREE OF
Page 2
SSOCOF CONFRM 20060214 #00001 045603157-000 NORM DSGN NEW,txt
CHARGE. THIS WILL ENTAIL AREVIEW1NG OF RECORDS, AS GUILTS,
COPIES, ECT PER PROJECT. IF PROJECT REQUIRES MORE TIME THAN AN
HOUR ADDITIONAL CHARGE OF `645 PER HOUR WILL APPLY
Level 2: SERVICES NOT PROVIDED BY MEMBER
Level 3: SERVICES NOT PROVIDED BY MEMBER
Level 4: SERVICES NOT PROVIDED BY MEMBER
SBF23 STEVEN 8. MASSIE 305-222-8745
BELLSOUTH FAX 305-221-7652
9101 SW 24 STREET
MIAMI, FL 33165
Level 1: FEE TO BE DETERMINED
Level 2: NOT PROVIDED BY MEMBER
Level 3: FEE TO BE DETERMINED
Level 4: NOT PROVIDED BY MEMBER
TC1143 BILL HAM 407-578-8000
TCG SOUTH FLORIDA FAX 407-578-7300
6000 METRO WEST BLVD SUITE 201
ORLANDO, FL 32835
Level 1:
Level 2:
Level 3:
Level 4:
X01234
XO COMMUNICATIONS
P.O. BOX 3062
LIVONIA, MI 18151
Level 1:
Level 2:
Level 3:
Level 4:
LS1104
HT1010
101389
FPLDBR TRACY STERN'` 305-442-5966
FLORIDA POWER & LIGHT FAX 305-442-5975
4200 W FLAGLER ST (SDD/LFO)
MIAMI, FL 33134
Level 1: NO CHARGE
Level 2: SERVICES NOT PROVIDED BY MEMBER
Level 3: SERVICES NOT PROVIDED BY MEMBER
Level 4: SERVICES NOT PROVIDED BY MEMBER
•
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OMNI
Site Utility Study
Attachment D
Purnp Station Monthly Information
Sestina i(rw+imnshlp53; S G erar[oi E:�__
TYps_ f^:` p 1
Nusnbes ul Pumps: 5
Yea gy NAP)1 Rost 3 £t7
Rns Ilare(gpd 5711,21A1
Praj Napot: d_€Ii fits
Cap- 48.1
9/i7J2(305 37a 4.94
$I�Z6i`2C�5 ,Zt16�-'3119�.�.
7l28 :11S 1252
f12318t 368 14 :72..
.............. _.....,............:...........
SIZY; 2[IO5 2% =11 58
Dala:
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Sln Gross CapacilAgpd1 "ii.b±7Li A)
5 ration A educiim Fa7At F
Sin Net Cap CeikiFt9pe$ I___ _ _
Stn Net Capacity/wAl S15ISL,€rU
€ndicatedf"iuwa 4,345,81dt
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