Upgrade of Regional Water Treatment
Plant
Lilesville, North Carolina
The Anson County Water Treatment Plant was an 8 MGD conventional water
treatment plant located on the Pee Dee River. Hobbs, Upchurch & Associates,
P.A. had worked closely with the Anson County Water System and had optimized
the operation of the existing plant. Therefore, HUA had an understanding of the
water quality. Due to the reservoir and the existing treatment facility, a
pilot study was not required prior to the design and construction of the
upgrade.
Key Elements
-
Design of 8 MGD plant expansion.
-
Study to high rate water treatment plant.
The design for the water
treatment facility consisted of an 8 MGD surface water treatment plant upgrade
utilizing the IDI SuperPulsator clarifier and conventional filters. The plant
included modifications to chemical feed facilities, sludge handling facilities,
finished water pumping (for two separate systems), instrumentation, and SCADA.
The chemical feed system offers flexibility in the treatment chemicals used
while the disinfection system allows the operator to choose between free
chlorine or chloramines in either of the two distribution systems the plant
serves.
Engineering Design Challenges and
Innovative Solutions
-
Maintaining continuous operation of existing facility - The primary project
challenge involved upgrading an existing facility by adding an additional 8 MGD
treatment train, while not interrupting the operation of the existing
facilities. This included a complete revision of the high service pumping
facilities in order to achieve CT values without the installation of new ground
storage on a space-contained site.
-
Location of intake structure - The Anson County intake is an existing structure
located along the bank of Blewett Falls Lake on the Pee Dee River. The intake
consisted of a bar screen intake with vertical turbine pumps located inside a
brick structure resting on a concrete wet well. Because the lake is controlled
by Carolina Power and Light, the level of the lake can be intentionally reduced
to allow access to the dam structure or may be inadvertently reduced by
drought. When this occurs, the raw water pump station is left out of the water.
A temporary pumping arrangement was prepared to provide water to the station in
the event that the water level is ever lowered to its maximum level.
Operational Assistance
HUA assisted with all
equipment start-up, and systematically operated the plant for a trial period of
six weeks to ensure the finished water was in compliance with regulatory
standards. As part of the start-up procedures, CT tests were conducted at
maximum flow to ensure the plant would meet CT guidelines. THMs were monitored
to ensure that water quality was maintained during the start-up phases. During
start-up phase, HUA trained all employees on the function of the plant, and how
each individual piece of equipment was to be operated. HUA compiled an O&M
manual and Standard Operating Procedures for the plant and the laboratory,
while assisting the Owner in receiving certification for both the laboratory
and the plant.
|