HomeMy Public PortalAbout20-9801 EAC ConsultingSponsored by: City Manager
RESOLUTION NO. 20-9801
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF
OPA-LOCKA, FLORIDA, AUTHORIZING THE CITY MANAGER
TO ENTER INTO AN AGREEMENT WITH EAC CONSULTING,
INC. FOR CONTINUING PROFESSIONAL ARCHITECTURAL
AND ENGINEERING CONSULTING SERVICES TO DEVELOP A
CITYWIDE STORMWATER MASTER PLAN & CAPITAL
IMPROVEMENT PLAN (SWMP); PROVIDING FOR
INCORPORATION OF RECITALS; PROVIDING FOR AN
EFFECTIVE DATE.
WHEREAS, the City of Opa-Locka ("City") desires to address and resolve
infrastructure deficiencies and needs throughout the City. The City intends to utilize a
City-wide Stormwater Master Plan & Capital Improvement Plan ("SWMP") to assist in
the accomplishment of this goal. The master plan will compliment a capital
improvement program that the City may adopt and use as a basis or guide to
implement infrastructure needs and improvements, based on an analysis of current and
projected funding sources, such as utility revenue, bonds, and grants; and
WHEREAS, on June 10, 2020, the City Commission of the City of Opa-Locka
("Commission") accepted bid proposals from several firms for continuing professional
architectural and engineering consulting services pursuant to RFQ No. 20-0324200. The
Commission further authorized the City Manager to enter into multiple agreements for
architectural and engineering consulting services; and
WHEREAS, more specifically, the City Commission approved entering an
agreement with EAC Consulting, Inc. for civil engineering, landscape architectural,
structural engineering, traffic engineering, land surveying, construction testing and
inspections, utilities engineering services and general consulting engineering services;
and
WHEREAS, the City now desires to enter into an agreement with EAC
Consulting, Inc., pursuant to the proposal attached hereto as Exhibit "A", to develop
a Citywide SWMP to provide a decision -making tool that facilitates the design of
improvements and management of the stormwater infrastructure while providing the
adequate level of service to residents and properties within the City, in an amount not
exceed Ninety -Nine Thousand, Six Hundred Three Dollars and Sixty -Four Cents
($99,603.64). The Master Plan will be completed in two phases and this resolution will
initiate Phase I; and
WHEREAS, the City Commission finds that it is in the best interest of the City
and its residents to enter into an agreement with EAC Consulting, Inc. for Continuing
Professional Architectural and Engineering Consulting Services as set forth herein.
1
Resolution No. 20-9801
NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF
THE CITY OF OPA LOCKA, FLORIDA:
Section 1. RECITALS ADOPTED.
The recitals to the preamble herein are incorporated by reference.
Section 2. AUTHORIZATION
The City Commission of the City of Opa-Locka hereby authorizes the City Manager to
enter into an agreement with EAC Consulting, Inc. for continuing professional
architectural and engineering consulting services to develop a Citywide Stormwater
Master Plan and Capital Improvement Plan, pursuant to the proposal attached hereto
as Exhibit "A", in an amount not exceed Ninety -Nine Thousand, Six Hundred Three
Dollars and Sixty -Four Cents ($99,603.64) in a form acceptable to the City Attorney.
SECTION 3. SCRIVENER'S ERRORS.
Sections of this Resolution may be renumbered or re -lettered and corrections of
typographical errors which do not affect the intent may be authorized by the City
Manager, or the City Manager's designee, without need of public hearing, by filing a
corrected copy of same with the City Clerk.
Section 4. EFFECTIVE DATE.
This Resolution shall be effective immediately upon adoption hereof and approval by
the Governor of the State of Florida or Governor's designee.
PASSED and ADOPTED this 9th day of September, 2020.
ATTEST:
a Flores, City Clerk
APPROVED AS TO FORM AND
LEGAL SUFFICIENCY:
4 ,
Burnadette N , ris-Weeks,
City Attorney
Matthew A. Pigatt, Mayor
2
Resolution No. 20-9801
Moved by: Commissioner Kelley
Seconded by: Vice Mayor Davis
VOTE: 5-0
Commissioner Bass YES
Commissioner Burke YES
Commissioner Kelley YES
Vice -Mayor Davis YES
Mayor Pigatt YES
3
City of Opa-locka
Agenda Cover Memo
Department
Director:
Airia Austin
Department
Director
Signature:
' U
City
Manager:
John E. Pate
CM Signature:ge
/�
/"
Commission
Meeting
Date:
09/09/2020
Item Type:
(EnterXin box)
Resolution
&dinance
Other
g
Fiscal
Impact:
(EnterXin box)
Yes
No
Ordinance Reading:
(EnterXin box)
1a Reading
2nd Reading
x
$99,603.64
Public Hearing:
(EnterXin box)
Yes
No
Yes
No
X
X
Funding
Source:
Account# :
(Enter Fund & Dept)
Ex:
Advertising Requirement:
(EnterXin box)
Yes
No
X
Contract/P.O.
Required:
(Enter X in box)
Yes
No
RFP/RFQ/Bid#:
x
Strategic
Plan Related
(Enter X in box)
Yes
No
Strategic Plan Priority
Enhance Organizational
Bus. & Economic Dev
Public Safety
Quality of Education
Qual. of Life & City
Communication
Area:
•
Strategic Plan Obj./Strategy:
(list the specific objective/strategy this
item will address)
x
•
•
•
Image •
IM
Sponsor
Name
City Manager
Department:
City Manager
Short Title:
Citywide Stormwater Master Plan & Capital Improvement Plan
Phase I
Staff Summary:
A Resolution from the City Commission of the City of Opa-locka, Florida, requesting approval for the City
Manager to enter into an Agreement with EAC Consulting Inc to develop Citywide Stormwater Master Plan &
Capital Improvement Plan (SWMP). The SWMP is intended to provide decition making tool that facilitates the
management of infrastructure while providing the same level of service to residents and properties within the
City. This master plan will feed into a capital improvement program that we may adopt and use as a basis or
guide to implement infrastructure needs and improvements based on an analysis of current and projected
funding sources, such as utility revenue, bonds, and grants. The Master Plan will be completed in two phases,
this request is to start with Phase I.
Financial Impact
Account
Description
Available
Project
Remaining
Balance
43-538312
Other Professional Services
$100,000.00
$99,603.64
$396.36
Proposed Action:
Staff recommends approval of this resolution as EAC Consulting, Inc was one of the selected engineering firms
resulted from the RFQ 20-0324200.
Attachment:
1. Agenda
2. Proposal from EAC Consulting Inc
A
E Ar--1106=
EAC Consulting, Inc.
August 25, 2020
Mr. Airia Austin, Public Works Director
City of Opa-Iocka
780 Fisherman Street, 4th Floor
Opa-Locka, FL 33054
Re: Citywide Stormwater Master Plan & Capital Improvements Plan
EAC Project No. 20022.WR01-01
Dear Mr. Austin,
Pursuant to the City's request, EAC Consulting Inc. is pleased to submit the following scope and fees to
provide Engineering Consulting Services for the development of the City of Opa-locka's Citywide
Stormwater Master Plan (SWMP) Implementation Plan.
Our services on this project will be supported by our subconsultant
• Aluces Corporation. — Stormwater H&H Technical Support Services
Brief Background
In 2014, the City prepared and submitted a limited desktop Stormwater Planning documentation report to
the State of Florida Department of Environmental Protection (FDEP) in support of its application to secure
funding under the state's Clean Water State Revolving Fund (CWSRF) program. The CWSRF program
provides low -interest loans for planning, designing, and construction of water pollution control facilities.
The City's intent was to utilize the funding to address and resolve infrastructure deficiencies and needs
city-wide that have resulted in prolonged flooding and unsanitary environmental conditions.
The City has requested EAC to prepare a citywide stormwater Master Plan to provide a decision -making
tool that facilitates the design of improvements and management of the stormwater infrastructure while
providing the adequate level of service to residents and properties within the City. The SWMP will feed
into a Capital Improvement Program (CIP) that the City may adopt and use as a basis or guide to implement
infrastructure needs and improvements.
Please find enclosed the following attachments to this correspondence:
Attachment 1 Project Scope of Services
Attachment 2 Fee Proposal Tabulation
The following information will be required for us to commence engineering services.
Written authorization to proceed with services.
Please feel free to call me at 305-265-5400 or Donna Grace, P.E. at 954 646-4943 with any questions you
may have.
Sincerely,
EAC Corrrrrnulting,_
itch- of Adeife, P.E.
Senior Vice President
cc: File, Donna Grace, P.E.
5959 BLUE LAGOON DRIVE SUITE 410 • MIAMI, FL 33126 • 305.265.5400
eacconsult.com
ATTACHMENT 1
SCOPE OF SERVICES
Page 1 of 2
STATEMENT OF WORK (SOW)
CITY OF OPA LOCKA
STORMWATER MASTER PLAN (SWMP)
1.0 INTRODUCTION / BACKGROUND
The great city of Opa-locka ("the City") was incorporated in 1926 and is located within the northwestern
area of Miami Dade County within a geographic area of 4.2 square miles. The city has a mixture of
residential, commercial and industrial zones, in addition to a general aviation airport. The city continues
to witness a growth in population it is anticipated that with the development and redevelopment initiatives
the city has embraced, there will be significant growth within the next ten to twenty-year time frame. It is
therefore prevalent on the city to ensure that its infrastructure meets the current and projected needs
whilst maintaining compliance with applicable jurisdictional standards and requirements.
In 2014, the City prepared and submitted a limited desk top Stormwater Planning documentation report
to the State of Florida Department of Environmental Protection (FDEP) in support of its application to
secure funding under the state's Clean Water State Revolving Fund (CWSRF) program. The Clean Water
State Revolving Fund (CWSRF) program provides low -interest loans for planning, designing, and
constructing water pollution control facilities. The City's intent was to utilize the funding to address and
resolve infrastructure deficiencies and needs city-wide that have resulted in prolonged flooding and
unsanitary environmental conditions.
The desktop planning report concluded by recommending three levels of improvement alternatives as
follows:
1. Alternative 1 — No Capital Improvements / Maintenance Plan: This alternative comprised of
implementing an aggressive maintenance plan of the city's limited stormwater drainage system
involving activities related to routine clean-up of the existing system, de -silting of the existing
infrastructure, and sealing of damaged structures and piping
2. Altemative 2 — Closed System: This alternative comprised of constructing a closed system of
exfiltration trenches sized to handle the 10-year storm event. The city will still require
implementing a maintenance program (in Altemative 1) as well as a public awareness outreach
effort to educate city residents as to how to keep the implemented drainage and storm water
management systems debris and contaminant free.
3. Alternative 3 — Interconnected System with Outfalls: This alternative comprised of planning,
design and construction activities needed to implement an interconnected system of exfiltration
trenches sized to handle the 10-year storm event with a downstream overflow connection to one
of several outlets to the city's system of canals and waterbodies.
Unlike coastal municipalities the fluctuating sea levels do not directly affect the boundary conditions of
stormwater drainage systems connected to the cities canals and waterways. This is a beneficial
opportunity that the city can utilize to positively impact on flood control within the city limits. The city's
persistent and perennial flooding is a concern of residents.
With our knowledge of the city and the chronology and history associated with previous efforts undertaken
by the city, our team will implement a Citywide Stormwater Master -Plan (SWMP) project approach
methodology that evaluates the city's existing infrastructure system in an unlimited manner and proposes
measures and systems that may serve to protect the City. These measures will protect residents and
EAC Consulting, Inc 1 City of Opa Locka
SOW — Stormwater Master Plan
businesses from property damage and quality of life disruptions that are associated with excessive
flooding and prolonged staging of storm water runoff on roadways and private parcels.
The SWMP is intended to provide the City with a decision -making tool that facilitates the management of
infrastructure while providing the adequate level of service to residents and properties within the City.
The SWMP will feed into in a Capital Improvement Program (CIP) that the City may adopt and use as a
basis or guide to implement infrastructure needs and improvements based on an analysis of current and
projected funding sources (such as Utility Revenues, Bonds and Grants, etc).
The development of the City's SWMP ("the project)" requires completing the following tasks:
Task 1 — Project Coordination / Progress Meetings and Workshops
EAC will attend and participate at the following meetings with the City and will have applicable sub
consultant representation.
1. Project Kick-off meeting (1 Meeting)
2. Bi-weekly Progress Meetings (12 Meetings (6 Months Project Duration) — Attendance by EAC
Project Lead and one other project team member.
3. Quarterly Community Outreach Workshops (2 Meetings) — includes the preparation for
presentation at meeting including graphics and handouts and summary notes. Specifically, EAC
shall perform the following:
a) Work with the City staff to prepare for the meeting including review of materials and
content for presentation.
b) Perform informational outreach and notification to residents and stakeholders.
c) Record the proceedings at the Outreach workshop and document for posting on City's
website.
d) Coordinate with City's Information Technology Department for posting project
information and records.
Task 2 - Data Collection and Evaluation
EAC will request and obtain all current and pertinent information and available records from the City's
repository. EAC shall also collect and compile data pertinent data from other sources including Digital
Terrain Models (DTM), latest bare -earth LIDAR data and any available GIS shape files from the City
and Miami -Dade County. EAC shall also investigate and undertake any discovery research efforts to
determine if there are any available applicable stormwater infrastructure database files from regulatory
agencies in the USACE, FDEP, and SFWMD and Miami Dade DERM.
EAC will attend up to one (1) meeting with the Miami -Dade County Department of Regulatory and
Economic Resources (DRER - formerly DERM) to collect readily available information for the C-7 and
C-8 Basins that encompass the City limits. This data will be collected for review purposes only. It is
anticipated that the following information will be collected from DRER, however due to the current
status of ongoing work with regards to the revisions and updates to the County Master Plans, these
may not be available for public distribution:
1. Miami Dade County C-7 and C-8 Basin Master plan report volumes in Microsoft Word and PDF
2. Digital Terrain Models (DTM)
3. Latest bare -earth LIDAR data for all sections within the City
4. Latest aerial images for all sections within the City,
5. XP-SWMM model and binary results files for following simulation scenarios:
a. CalibratedNerified models for:
i. Existing conditions (5-, 10-, 25-, 50- and 100-year design storm events)
ii. Future conditions without control measures (5-, 10-, 25-, 50- and 100-year
design storm events)
EAC Consulting, Inc 2 City of Opa Locke
SOW — Stormwater Master Plan
iii. Future conditions with control measures (5-, 10-, 25-, 50- and 100-year design
storm events)
6. XP-SWMM model node -link schematic background files
7. Pertinent GIS data/Coverages
8. Historical and Current Flood Complaint Data
9. Current DRER Planning Criteria and Procedures
In addition, EAC shall seek to obtain other pertinent related data from other sources. Potential data
sources include:
1. South Florida Water Management District (SFWMD) DBHYDRO data which may include
hydrologic, meteorological, and hydro geologic data.
2. United States Geological Survey (USGS) Groundwater Level Data
3. Natural Resources Conservation Service (NRCS) Geospatial Data
4. Federal Emergency Management Agency (FEMA) Flood Insurance Maps and Data
Furthermore, EAC shall coordinate with the City to obtain the following information:
1. Available Drainage Atlases in hard copy & GIS format
2. Current and future land use maps in hard copy & GIS format
3. Location and dimensions of existing control and outfall structures
4. Percolation test data
5. Building finish floor elevations if available in georeferenced digital format
6. Current operations and maintenance procedures and costs
7. Citizen flood/stormwater drainage complaints or observations
8. Any available and pertinent GIS data/coverages that will support the development of the
SWMP
9. City-wide repetitive loss database or documentation
To supplement these data, field data gathering efforts such as topography surveying, aerial surveying
and infrastructure condition assessments such as CCTV shall be requested from the City, when
necessary. Additional information d such as canal cross -sections, pipe sizes, culvert sizes, culvert
inverts, outfall sizes, outfall inverts, conveyance trunk line sizes and conveyance trunk line inverts, etc.
may be needed to get a better handle on existing infrastructure conditions. Furthermore, there may
also be a need to verify infrastructure that related to water and sewer utilities that includes sizes,
material of construction and connection points.
Note: This SOW does not include this task, as determination can only be made after receipt of all
identified data listed in the data gathering task.
Once the data has been collected are and compiled, EAC shall evaluate and separate the applicable
data applicable and needed to perform the necessary prepare the hydraulic & hydrologic analyses. As
part of the data collection activity, EAC shall perform a total of seven (7) one -day field reconnaissance
site visits within the watershed to clarify, document and supplement data that was collected and to
familiarize our team with site conditions.
Site visits shall be performed by up to three (3) EAC staff members. It is anticipated that a City staff
member will be available to attend these site visits to facilitate access to property or drainage
infrastructure, as needed.
EAC shall document our findings in Technical Memorandum/Report titled Task 2 — Data Collection
and Evaluation. This Technical Memorandum/Report will summarize the results of this Task activity
and will contain information related to project coordination activities, type and level of information
EAC Consulting, Inc 3 City of Opa Locka
SOW — Stormwater Master Plan
received and applicability of the information to the next activity task. One (1) digital copy, via FTP file
transfer in PDF format, of the Technical Memorandum will be provided for the City's review. Upon
receipt of the City's written review comments, one (1) digital copy, via FTP file transfer in PDF format,
and three (3) final copies of the finalized Technical Memorandum shall be provided to the City.
Task 3 — Development of Analyses Criteria
EAC shall define stormwater management analyses criteria that will provide the framework to perform
the remaining tasks for this project. Below is a list of criteria that will be developed and submitted
presented to the City for review, comment and concurrence:
1. City's stormwater infrastructure performance and operational level of service standards
2. Node -link schematic guidelines
3. Selected H&H model development approach
4. Selected H&H validation approach
5. Problem Area Ranking Approach
6. Stormwater flood protection best management practices to be considered
7. Corrective action/project ranking approach
8. City budget and altemative funding sources
EAC will attend up to one (1) meeting with the City to present the proposed analyses criteria. The
criteria to be used as part of the project will be agreed to at this meeting and will be documented in
the Stormwater Management System - Problem Areas, Ranking and Corrective Actions Report to be
prepared as part of Task 5.
Task 4 — Hydrologic and Hydraulic (H&H) Analyses & Calibration (Existing Conditions)
4.1 H&H Model Software Selection
EAC in consultation with the City shall review and assess the viability of a selection of software and
H&H analyses platforms for use in developing the City's SWMP. EAC shall prepare a model selection
matrix highlighting the benefits, capabilities and constraints of each software platform. EAC shall
coordinate with regulatory agencies as needed to ensure acceptance of selected platform for
compatibility with future Countywide updates and initiatives.
4.2 Sub -basins Delineation
The City's "watershed area" shall be defined for analyses purposes by compiling the collected data
and assembling in a format acceptable for hydraulic modeling purposes. EAC shall evaluate the
surface drainage patterns using the County DTM and the existing stormwater systems to understand
hydraulic and hydrologic patterns. Basins and sub- basins shall be delineated according to topography
and location or presence of outfalls drainage systems.
EAC shall use the available data collected and the DTM to be obtained from DRER to delineate sub -
basins within the City. The sub -basins will be delineated electronically following criteria defined in
Task 2. In establishing sub -basins, prior sub -basin delineation activities for the City, FEMA flood areas,
natural barriers, and other physical features shall be used in defining the sub -basin areas. For
4.3 Primary Drainage System Node -Link Connectivity
EAC shall use the available stormwater infrastructure data available for the City and the available
infrastructure information from the C-7 and C-8 Basin (if available) to establish the primary drainage
system node -link schematic for the City. It is assumed that the node -link schematic will represent
only the primary drainage systems connecting one sub -basin to another and will not include
secondary and local drainage systems. At a minimum, there will be one link between sub -basins that
are interconnected by gravity drainage systems or overland flow links for adjacent sub -basins as
EAC Consulting, Inc 4 City of Opa Locka
SOW — Stormwater Master Plan
needed. The node -link connectivity will also define boundary conditions, where applicable, where
there are inflows and outflows to and from the City's stormwater management systems.
EAC shall attend up to one (1) coordination meetings with City staff to present the proposed sub -basin
delineations and node -link connectivity for the hydrologic/hydraulic (H/H) model development and
obtain input from the City.
4.4 Existing Conditions Hydrologic/Hydraulic (H&H) Model
EAC shall develop an existing conditions H&H model for the City limits using the sub -basin
delineations and node -link schematic approved by the City. If exfiltration trenches are included in the
model, then the exfiltration trenches will be simulated as rating curves and operating tables. The
hydrology for each sub -basin will be developed based on the Soil Conservation Services (SCS)
methodology. The initial and boundary conditions for the H&H model shall be extracted from the Miami -
Dade County DRER XP-SWMM models developed for the C 7 and C-8 Basins, if available. The City's
H&H model shall be developed relative to the National Geodetic Vertical Datum of 1929 (NGVD29).
Once the existing conditions H&H model is representative, EAC shall prepare production runs for the
City for the following design storm events.
1. 5-year, 1-day
2. 10-year, 1-day
3. 10-year, 3-day
4. 25-year, 3-day
5. 100-year, 3-day
4.5 Floodplain Mapping
EAC will use these modeling results to develop raster flood maps defining the flood limits and depth
of flooding for these design storm events to establish the existing condition flood zones for the City.
The results of the modeling approach and analyses of the existing conditions will be documented in
the Stormwater Management System - Problem Areas, Ranking and Corrective Actions Report to be
prepared as part of Task 5.
Task 5 — Prioritization and Ranking of Problem Areas and Corrective Actions (Projected 10
Year Future Scenario)
Task 5.1 Identification and Ranking of Problem Areas/Conditions Assessment
EAC shall use the results of the existing conditions modeling to identify and rank existing stormwater
management problem areas within the City, using the problem area ranking approach to be developed
as part of Task 2. In general, DRER has established procedures and criteria, as part of their
Stormwater Management Master Planning activities, to identify problem areas, rank problem areas
and establish flood protection level of service using the modeling results for the 5-, 10-, 25-, 50- and
100-year design storm events. These procedures and criteria are documented in Part I, Volume 3,
"Stormwater Planning Procedures," from DRER Publications archive. EAC shall work closely with the
City to modify these criteria and procedures slightly, to develop a simplified ranking approach to
account for only the results associated with the 5- and 100-year design storm events and other key
considerations applicable to the City.
EAC shall identify and rank problem areas for City sub -basins using the results of representative H&H
model developed under Task 4 and the "revised" problem area identification and ranking procedures.
These procedures shall also be used to establish the flood protection level of service for the City's
sub -basins. EAC will compare the problem area ranking with known flooding areas documented by
the City and shall revise the ranking as needed.
EAC Consulting, Inc 5 City of Opa Locka
SOW — Stormwater Master Plan
Task 5.2 Corrective Action Formulation and Prioritization
EAC shall work closely with the City to establish a procedure for identifying future projects based on
anticipated stormwater budgetary allocations to address flooding in the City for the most critical sub -
basins identified in previous task. This procedure will be based on depth of flooding obtained in a
previous task. The corrective actions will be developed from the stormwater flood protection best
management practices defined as part of Task 2. Project components (exfiltration trenches, new
ouffalls, underground storage basins, etc.) will be identified based on the volume of excess stormwater
to be mitigated from each sub -basin using a procedure dependent on a volumetric extraction (via rating
curves) of runoff by stormwater management systems, when applicable.
These project components will be incorporated in the model and the model will be executed to
determine the flood reduction benefits of these projects for the 5-, 10-, 25- and 100-year design storm
events although improvements will target improvement in conditions under the 5- and 10-year events.
Once the stormwater improvement projects are identified to address the top 30 ranking sub -basins or
collection of basins, EAC shall conceptually present the proposed improvements as schematic
drawings on aerial maps by ranked problem area.
Deliverable
EAC shall prepare Technical Memorandum: Stormwater Management System - Problem Areas,
Ranking and Corrective Actions Report summarizing the work activities associated with this and the
previous tasks. The deliverable shall include a network diagram from each model, supporting
documents along with necessary calculations included for the input file, the level of service determined
based on the modeling efforts, pipe sizing, aerial maps identifying flooding areas per the modeling
analysis, drainage basin map, NRCS used for hydrogeology and soil storage calculations per SFWMD
supporting the input file and stormwater model output file. One (1) digital copy, via FTP file transfer in
Word format, of the memorandum will be submitted to EAC for review prior to submittal to the City for
their review. Before this technical memorandum is finalized, all stormwater models shall be approved
by the City.
Task 6 — Capital Improvement Plan (CIP) to Address Problem Areas
EAC will develop a ten-year capital improvement plan starting with a five-year infrastructure
improvement plan and then followed with the remaining five-year vision. It is envisioned that in the
future the City shall adhere to federal, state and local jurisdictional guidelines and update its
Stormwater Management Master Plan (SWMP) to maintain or improve its Federal Emergency
Management Agency (FEMA) National Flood Insurance Program (NFIP) Community Rating System
(CRS) rating, which provides the City residents with significant flood insurance cost savings on their
coverage premiums.
The CIP shall include projects in a prioritized order that allows for the most relevant to occur earliest.
Cost/benefit ratio analyses shall serve as the basis for the priority ranking. EAC shall prepare
conceptual cost estimates for engineering, construction, contingency, O&M costs and time phasing
requirements. The City's existing funding and future programming will be reviewed in concert with
potential projects and a reasonable funding program shall be considered as recommendations are
developed.
Task 7 — Stormwater Management Master Plan (SWMP) Report
EAC shall compile project coordination activities and Technical Memorandums into a single
Stormwater Master Plan Report to be adopted by the City Commission. The report shall outline the
steps and procedures undertaken, key findings, analyses and modeling assumptions & constraints,
capital project needs and overall recommendations to be considered by the City towards
accomplishing its objective of attaining a level of service that provides its residents with flood protection
and effective stormwater management policies / practices.
EAC Consulting, Inc 6 City of Opa Locka
SOW — Stormwater Master Plan
One (1) digital copy, via FTP file transfer in PDF format, of the DRAFT Stormwater Management
Master Plan (SWMP) Report shall be provided for the City's review. Upon receipt of the City's written
review comments, one (1) digital copy, via FTP file transfer in PDF format, and three (3) final copies
of the finalized Stormwater Management Master Plan (SWMP) Report will be provided to the City
as a final deliverable.
Once the SWMP is adopted and approved by the City commission, the City shall be able to apply for
a CRS classification and/or adjustment.
(Note: This SWMP SOW does not include services to complete NFIP documentation and forms
for CRS classification or rating adjustment.)
EAC Consulting, Inc 7 City of Opa Locke
SOW — Stormwater Master Plan
ATTACHMENT 2
FEE PROPOSAL TABULATION
Page 2 of 2
City of Opa-Iocka
Professional General Engineering Services Agreement
Project Number: I 20022.WR01-01
- Vi
Date:
8/25/2020
Project Name
Staffhour Estimate and Fee Computation Summary
Consultant Name
EAC Consulting, Inc
Aluces Corporation, Inc
Staff Category/Classification
Contract Project CIA/QC Senior
Principal Manager Engineer Engineer
$325.00 $250.00 $275.00 $215.00
Project Design CADD GIS Admin
Engineer Engineer Technician Specialist _
$165.00 $135.00 $115.00 $150.00 $75.00
-
Employee Billing Rates
TOTALS
Task No. & Desert :
M
Staff
Hours Distribution
1A
Project Coordination / Progress Meetings and
Workshops (Phase 1)
4
16
12
8
40
$9,200.00
1 B
Project Coordination / Progress Meetings and
Workshops (Phase 2)
4
52
30
16
102
$23,390.00
2A
Data Collection and Evaluation (Phase 1)
4
12
30
40
16
2
4
108
$20,600.00
2B
Data Collection and Evaluation (Phase 2)
4
12
16
$2,980.00
3A
Development of Analyses Criteria (Phase 1)
4
8
22
4
6
8
52
$10,460.00
3B
Development of Analyses Criteria (Phase 2)
4
8
18
8
38
$8,490 00
4
Hydrologic and Hydraulic (H&H) Analyses & Calibration
(Existing Conditions) (Phase 1)
8
16
8
64
40
16
70
112
334
$57,670.00
5
Prioritization and Ranking of Problem Areas and
Corrective Actions (Projected 5-10 Year Future
Scenario)
8
24
12
80
132
40
64
80
16
456
$78,280.00
6
Capital Improvement Plan (CIP) to Address Problem
Areas
12
24
16
40
12
8
16
128
$28,120.00
7
Stormwater Management Master Plan (SWMP) Report
12
40
16
54
16
8
40
186
$39,750 00
60
204
52
350
288
40
64
112
22
152
116
Totals
1460
$278,940.00
Reimbursables/ Other Subconsultant Services
Miscellaneous Reimbursables (Phase 1)
$1,673.64
Miscelleneous Reimbursables (Phase 2)
$5,299.86
Total (Phase 1)
$99,603.64
Total (Phase 2)
$186,309.86
Grand Total
$285,913.50