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CIVIL: WATER
RESOURCES
BASIN A PUMP STATION
Lauderhill, Florida
C3TS
provided engineering and construction administration
services for this three-pump stormwater pump station.
The project required two 40,000 gpm line shaft axial
flow pumps with 145 hp natural gas caterpillar engines
and a third pump provided for back ups. Pumps operate
in a automatic mode and start when storm stage levels
rise. The facility includes a reinforced masonry structure
that houses the engines, controls the generator and
communications equipment. The project was constructed
within budget for $1.5 million.
Included with this project, C3TS prepared the preliminary
engineering report. Capacity = 78, 800gpm (175 cfs)
@ 7.5’TH (three pumps – 39,400 gpm each,
one as backup). Additional services included:
- Preparation of design drawings, including
survey, civil, mechanical, architectural, structural,
electrical, instrumentation, and communication
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- Gas driven engines
- Engine driven axial flow line-shaft pumps with right angle gears
- Stand-by auxiliary generator for instrumentation
- Submerged keel water cooling system
- 2 telemetry systems SFWMD system’s SCADA controls and City’s SCADA
- Ventilation fans and blowers
- Trash rack and flap – gate discharges
- Architectural treatment to conform to the City’s design
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- Preparation of construction specifications
- Assisted City in bidding (low bid / $1.6 million)
- Inspected construction & field tested the
facility for acceptance
- Certified to the city, state, & South Florida
Water Management District
- Project was under budget and within time allotted
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BASIN B PUMP STATION
Lauderhill, Florida
C3TS provided engineering and construction administration
services for the design and specifications of a two-pump
stormwater pump station. Project required a 44,000
gpm line shaft axial-flow pump with a 145 hp natural
gas caterpillar engine and a second pump as a back
up. Station operates under an automatic mode. A reinforced
masonry structure houses the engines, controls, generator,
and RTU, etc. Projected cost $2.3 million.
Included with this project, C3TS prepared preliminary
engineering Report.
Capacity = 44, 000gpm (98 cfs) @ 4.5’TH (Two
Pumps – 44,000 gpm, one as backup). Additional
services included:
- Preparation of design drawings, including
survey, civil, mechanical, architectural, structural,
electrical, instrumentation, and communication
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- 2 Gas driven engines
- 2 Engine driven axial flow line-shaft pumps
with right angle gears
- Stand-by auxiliary generator for instrumentation
- Submerged keel water cooling system
- 2 telemetry systems SFWMD system’s SCADA
controls and City’s SCADA
- Ventilation fans and blowers
- Trash rack and flap – gate discharges
- Architectural treatment to conform to the City’s
design
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- Preparation of construction specifications
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HIGHLAND VILLAGE NEIGHBORHOOD
IMPROVEMENTS
North Miami Beach, Florida
Highland Village is a residential mobile home park
located in the City of North Miami Beach, Florida adjacent
to the Biscayne Bay Aquatic Preserve with over 600
low-income residents living in the community. The neighborhood
was experiencing septic tank failures due to low site
elevations and high groundwater levels resulting in
human waste pollution of the adjacent wetlands. C3TS
conducted preliminary environmental and hydrological
studies, planning, and final design of wastewater and
stormwater management systems. Federal funds assisted
this multi-phase construction approach in the construction
of a wastewater collection and transmission system
to replace septic tanks, and an area-wide stormwater
management plan that includes overflows to wetlands
and excess runoff pumping into surface aquifer wells.
C3TS prepared a NEPA Environmental Information Document
to substantiate the need and specify the use of these
funds.
The first phase of the stormwater management component
includes the installation of 4,500 l.f. of drainage
pipes, three stormwater treatment units for separation
of solids, and a below-ground stormwater pump station
using electrical submersible vertical mixed-flow pumps
(2,700 gpm capacity at 18-feet TDH, 30 HP, and abrasion
resistant impeller) using 30-inch diameter tube, and
discharging to a 24-inch diameter x 200-foot deep well.
Stormwater pretreatment consists of solids and sediments
separation accomplished by a 6-foot diameter x 16-foot
deep stormwater treatment structure that uses gravity,
centrifugal force, and separation screens. Oil and
grease are also separated hydraulically prior to entering
the pump station.
The pump station is controlled via adjustable floats,
an automatic controller with stand-by generator connection
capability, and telemetry, which is connected to the
City’s system. The City operates a stormwater
utility, which is outfitted with portable electrical
generators. The pump station can also be by-passed
and portable pumps installed to pump directly into
the open well pipe, which is connected to an overflow
that limits the head of water that can be placed upon
the well. The design allows for each pump station to
be connected to up to 3 wells via a manifold pipe,
allowing each well to be valved off and to either work
in parallel or independently from the others.
PUMP STATION D-2
Palm Beach, Florida
C3TS
provided Bid and Construction Documents for a new municipal
stormwater pump station for the Town of Palm Beach
in Palm Beach County, Florida. The project includes
preparation of an Engineering Design Report, Drawings,
and Specifications. The Station is designed to discharge
up to 55,500 gpm (124 cu. ft. per minute) to Lake Worth
(Atlantic Intra-coastal Waterway). The
Station includes three 18,500 gpm electric, submersible,
mixed-flow 200 hp propeller driven pumps within a large
reinforced concrete below-ground wet well.
MIAMI DADE D.E.R.M. / F.E.M.A.
- CANAL DREDGING
Miami, Florida
C3TS was selected to design the canal dredging for
over four miles of canal system which is the backbone
of the drainage system in Miami-Dade County. These
canals had been damaged as a result of two major storms
(Hurricane Irene and the “no name” storm
of 1999) which produced large amounts of flow plugging the
system with debris and creating canal bank wash-outs
which reduced their flow capacity. C3TS analyzed the
original design flows for the canal system and coordinated
with surveyors on site to determine the amount of material/debris
to be removed from the canal in order to repair damage
and restore adequate transmission capacity to the drainage
system in order to minimize future widespread flooding.
The design also included re-establishing canal banks
and restoring washouts to prevent future erosion impacts.
MIAMI-DADE DIVISION OF RECOVERY
MITIGATION (D.O.R.M.) – LEISURE CITY IMPROVEMENTS
Miami, Florida
C3TS
was responsible for the design of the stormwater system
for an existing 160-acre flood prone residential neighborhood
within a well field. Proposed design removes
all existing slab covered trench and upgrades the drainage
system to current Miami-Dade Public Works and DERM
standards. Runoff within the well field had to
be conveyed outside the well field cone of influence
to treat for quality and quantity considerations.
Additionally, C3TS worked on the Leisure, Brentwood & Leslie
Estates projects developing stormwater improvements
to these residential neighborhoods including major
arterial roadways, and encompassing more than ¼ square
mile within a well-field area. The total project costs
were over $2 million. C3TS also worked on the
drainage design of 34 sites throughout Miami-Dade County
totaling over 12 miles of roadway, including several
section line and half section line roads.
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