My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
CES Consultants, Inc.
SIBFL
>
City Clerk
>
Bids-RFQ-RFP
>
RFQ
>
(18-11-01) Consult. Engin. Svs. for Golden Shores Pump Station Rehabilitation (CCNA)
>
Responses
>
CES Consultants, Inc.
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/11/2018 3:25:27 PM
Creation date
12/11/2018 1:07:04 PM
Metadata
Fields
Template:
CityClerk-Bids_RFP_RFQ
Project Name
Golden Shores Pump Station CCNA
Bid No. (xx-xx-xx)
18-11-01
Project Type (Bid, RFP, RFQ)
RFQ
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
110
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
8CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 <br />associated to losses in the system to existing pump efficiency curves, <br />to losses at the outfall, we will look at the entire system and with the <br />input and verification of staff we will begin honing into the required <br />pump station operational parameters. <br />Once we’ve developed through a combination of review of best <br />available documentation, large watershed modelling, pertinent field <br />data gathering and interviews with operation and maintenance public <br />works staff. At this point in time we will be looking at gathering <br />big point items to begin understanding the operational range or <br />environment the pump needs to work under along with an account of <br />all the respective supportive and limiting factors where we see either <br />challenges and opportunities. This process is by nature iterative, and <br />we intend to hone in as quickly as possible to begin fine tuning our <br />analysis and final determination. <br />In this initial document, we will have analyzed the system needs and <br />developed a preliminary concept for the pumping system design <br />to meet those needs. This initial deliverable will be preliminary in <br />nature and will require interaction with your planning/engineering/ <br />operations staff to confirm all the conditions of operation. Based on <br />our preliminary analysis, we will begin developing our initial concept <br />for the pumping station design. The idea of this preliminary study <br />is to provide enough information to support an initial meeting with <br />your staff that would accelerate our progress on this task by at least <br />a month. We believe that this initial assessment will not only save <br />the project time and money, but it will also ensure that the respective <br />stakeholder agencies are given the opportunity for early input <br />that will help define the respective benchmarks to streamline the <br />development. <br />Current available data <br />We understand the Golden Shores Pump Station is the pump <br />station that serves the Golden Shores Neighborhood. We also <br />understand from this RFQ, that the City has limited information on <br />the efficiency and capacity of this pump station, as specific technical <br />information related to the Pump Station and City Drainage Atlas <br />were not included as part of this RFQ. The City is looking for a <br />qualified consultant to provide the required professional services for <br />rehabilitation of the Golden Shores pump station through analysis of <br />condition assessments and performance evaluations. <br />By way of background and research, however, our <br />team has learned that the Golden Shores Pump <br />Station was a significant element transferred to <br />Sunny Isles Beach as part of the original stormwater <br />Interlocal agreement with Miami Dade County. We <br />also understand that the pump station encompasses <br />a dual disposal system that includes a combination <br />of gravity discharge via an outfall into Biscayne <br />Bay and surficial vertical discharge via pressurized <br />wells. We derive this primarily from our review of <br />past maintenance undertakings initiated by the <br />City, which leads us to derive that during its lifetime <br />the pump station has gone through considerable <br />rehabilitation and inefficiencies resulting from <br />combined hydraulics. Historic records point out that <br />the city conducted repairs on the well flap valves <br />worn out by well up-flow as well as discreet lining <br />repairs of the well and associated conveyance <br />elements. The City also conducted one major <br />overhaul of the Pump Station that was completed <br />in 2003 along with a drainage system retrofit within <br />the Golden Shores Neighborhood. <br />Based on the information stated above, we can <br />deduce that although the Pump Station remains fully <br />operational to meet adequate levels of service, its <br />hydraulic functionality would need to be evaluated <br />in the backdrop of a whole new set of parameters, <br />including but not limited to land use, updated <br />stormwater regulatory criteria, increased flooding <br />events, groundwater rise, brackish water intrusion, <br />etc. There is also a whole slew of potential stressors <br />that could impact the pump station’s functionality <br />and would need to be considered when establishing <br />a proper benchmark. CES has a deep bench of <br />professional engineers
The URL can be used to link to this page
Your browser does not support the video tag.