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Heartland of America Park |
The City is in the process of developing a Long Term Control Plan
that will address the water quality and human health concerns associated
with their CSOs. The City has agreed with NDEQ to have the LTCP
“substantively complete” by October 2007. A final version
of the LTCP – with a construction schedule – will be
submitted to the NDEQ by October 2009. Control projects identified
in the final LTCP will take many years to implement, perhaps 15
to 20 years.
The LTCP will include an assessment of the various drainage basins
in the City, and look at the specific problems and solutions in
each basin, as well as across the community. We will identify evaluation
criteria to assess potential solutions, including benefits, drawbacks,
timeframes and cost. Technical experts and community members will
both play a significant role in evaluating potential solutions to
our CSO problem.
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Omaha Riverfront |
The Omaha CSO Control Program initially developed a comprehensive
computer model of the combined sewer system. The selection of a
Program Management Consultant was completed in January 2006. The
team of CH2M HILL (providing overall LTCP preparation and coordination),
along with HDR Engineering Inc., and Lamp, Rynearson & Associates
(LRA) were selected to:
• Coordinate the development of a comprehensive LTCP
• Provide computer modeling of the combined sewer system
• Initiate an accelerated study of the North Downtown area
(Burt-Izard Basin)
• Manage nine additional City-selected basin consultant study
teams
The City has also contracted with the University of Nebraska -
Omaha to provide:
• Assessment of how much Omaha can afford to spend on additional
clean water investments
• Alternatives for financing the improvements
• Analysis of the impacts on the community
Affordability will determine the magnitude of the investment and
the time necessary to implement the selected controls.
The City has partnered with the U.S. Geological Survey to meet
two goals: 1) establish a water quality sampling program on various
Papillion Creek tributaries and the Missouri River; 2) at selected
CSO outfalls, establish water quality background information and
characterization data on overflows, for use in developing the LTCP.
The City has also initiated flow metering at the CSO outlets and
in the CSO basins. This information will be used to further calibrate
the computer model of the sewer system, so that the magnitude of
CSOs that occur during typical rain events can be quantified.
Types of CSO Controls
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| Burt-Izard Screening Facility |
CSOs can be controlled by constructing various features or systems.
Types of CSO Controls that will be considered in the LTCP include
the following:
• Sewer Separation – The existing single-pipe
combined sewer system can be separated to carry its two components,
stormwater, and sewage. New sewers must be installed to convey either
the sanitary sewage or stormwater. The existing sewers are then
used to carry the other flow.
• Satellite Treatment – This involves
providing treatment of overflows at outlying or satellite locations.
Treatment technologies located at CSO outfalls can address different
pollutant constituents, such as settleable solids, floatables, and
bacteria. Technologies can range from simple screens to high-rate
sedimentation with disinfection.
• Storage and Treatment at Existing Facilities
– Basins, tunnels, and added in-line pipe capacity can be
used to temporarily store combined sewage for eventual treatment
at the wastewater treatment plants, after a wet weather event subsides.
In order to handle the additional flow, wastewater treatment plants
may require expansion of treatment capacity or solids handling systems.
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| Pioneer Courage Park
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| Riverfront Development |
Opportunities for Multiple
Benefits
In addressing the CSO problem, the City may also be able to create
other benefits:
• Addressing “Sewer Back-up” Problems –
In conjunction with the evaluation of the system for CSO controls,
the sewer system will be evaluated for prevention of sewer back-ups
into homes and businesses.
• Improving Drainage and Street Flooding – Evaluation
of improvements to the sewer system will include provisions to improve
drainage and reduce street flooding occurrences, where possible.
• Potential for Community Benefits – Depending on the
alternatives selected for improvements to the sewer system, opportunities
for improvements to streets, landscaping, parks, and other utilities
(water, gas, electrical, etc.) may be considered for inclusion during
construction.
• Community Redevelopment – Where redevelopment is
planned, coordination with sewer system improvements can provide
opportunities for economies of scale and other efficiencies in construction
of both projects.
Organization of the Program
Team
The City of Omaha has contracted with a Project Management Team
(PMT), headed by CH2M HILL and including HDR Engineering and LRA.
In addition, Lovgren Marketing Group will coordinate Public Participation
aspects of the project.

Basin Study Teams
Each of the 10 drainage basins within the combined sewer area has
a Basin Consultant Team assigned to develop and evaluate CSO control
alternatives for each basin. These basins, and the corresponding
consultant teams, are as follows: (Basins
Map)
| Basin |
Consultant Team |
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Bridge Street
View
Map
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HWS Consulting Group, Inc.
Carollo Engineers
AZ Environmental
Jorgensen-Unick Design
Lovgren Marketing Group
RDG Planning & Design
Midwest Right-of-Way |
Burt-Izard
View
Map |
HDR Engineering Inc.
Lamp, Rynearson & Associates, Inc
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| Cole Creek
View
Map |
Camp, Dresser & McKee, Inc.
Kirkham Michael
TREKK Design Group
DuBois Consultants
Thiele Geotech |
| Leavenworth/Jones
View
Map
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Wade Trim
Lamp, Rynearson & Associates, Inc
Thiele Geotech
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| Minne Lusa
View
Map |
Black & Veatch Water
HGM
Batheja & Associates
Lovgren Marketing Group
TREKK Design Group
Patti Banks Associates
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| Ohern/Monroe
View
Map |
Camp, Dresser & McKee, Inc.
Kirkham Michael
TREKK Design Group
DuBois Consultants
Thiele Geotech
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| Papillion Creek North
View
Map
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Ehrhart Griffin Associates
George Butler Associates
Engineering Design Group
Robert Peters Company
Thiele Geotech |
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Papillion Creek South
View
Map |
Black & Veatch Water
HGM
Batheja & Associates
Lovgren Marketing Group
TREKK Design Group
Patti Banks Associates |
| Saddle Creek
View
Map
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Olsson & Associates
PBS&J
Brown & Caldwell
Jacobs Associates
TREKK Design Group |
South Interceptor
View
Map |
HDR Engineering Inc.
Ehrhart Griffin Associates
Engineering Design Consultants
Lovgren Marketing Group
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Project
Schedule
Efforts to identify and then construct CSO controls will take place
in phases over the next couple of decades. The planning/public input
phase will occur first, with the development of a LTCP, followed
by a long period of implementation and construction of the controls
in a phased manner.

Study / Planning Phase
In 2005, the NDEQ notified the City of the following desired
deadlines for developing and implementing a LTCP:
• Submit a “substantively complete” LTCP by October
2007
• Submit a final LTCP by October 2009
• Implement CSO controls by 2024.
The City has agreed to meet the 2007 and 2009 dates. However, until
the LTCP is complete, the City has informed NDEQ it cannot commit
to meeting the 2024 date for complete implementation.
As currently envisioned, the “substantively complete”
LTCP will include: identification of short-term CSO control projects;
identification of long-term CSO control projects from the basin
studies (subject to later refinement); cost estimates, a preliminary
implementation plan that reflects affordability criteria, and a
proposed endpoint for the controls, and a list of needed refinements
for the final LTCP.
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| Missouri River |
Design & Construction
Phase
In addition to evaluation of controls that will provide CSO control
in the long-term, the City will evaluate what short-term measures
can be taken to reduce CSOs. It is anticipated that design and construction
of short-term projects will commence after substantive completion
in October 2007. Design and construction of the long-term control
projects will commence after final approval by the NDEQ of the LTCP.
Potential Costs of CSO
Control Measures
The magnitude and frequency of CSO events and their impact on river
water quality will determine the types of CSO controls and their
anticipated cost. Total costs will be distributed equitably over
the users of the entire collection system.
The actual cost to control CSOs is not known at this time, but
based on other cities' experience; it could range from $500 million
to several billion dollars. The following table shows CSO program
cost comparisons with other cities.
| City |
Cost |
Area |
| Atlanta, GA |
$3.0 Billion |
19 square miles |
| Cincinnati, OH |
$1.5 Billion |
74 square miles |
| Cleveland, OH |
$1.6 Billion |
75 square miles |
| Louisville, KY |
$500 million |
27 square miles |
| Nashville, TN |
$1.3 Billion |
15 square miles |
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Omaha, NE
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$ ???
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51 square miles |
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