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Targeted Sewer Separation
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High Rate Treatment Facilities
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| Deep Conveyance Tunnel |
In August, 2007, the City presented the CSO recommendations at
a community public meeting. In October, 2007 the Substantively
Complete Long-Term Control Plan (LTCP) was presented to the
Nebraska Department of Environmental Quality and the EPA.
The proposed solutions include: targeted sewer separation, one
deep conveyance tunnel and three new high rate treatment facilities.
The proposed
major solutions are shown on this map. Under an agreement with
the State of Nebraska, Omaha is committed to implementing the long-term
control plan by 2024.
Types of CSO Controls
• Targeted Sewer Separation –
In several of the basin areas, targeted sewer separation
will be the primary control used. The existing single-pipe combined
sewer systems can be separated to carry its two components, storm
water and sewage. New sewers must be installed to convey either
the sanitary sewage or storm water. The existing sewers are then
used to carry the other flow.
• High Rate Treatment Facilities
– Three high rate treatment facilities
will be built at outflow locations to treat overflows before reaching
the Missouri River, Papillion Creek or Cole Creek. These facilities
are designed to temporarily hold sewage overflows during rain events,
until it can be treated and released at a manageable rate.
• Deep Conveyance Tunnel
– The third solution is a 5.8 mile cross-basin tunnel
which extends from an outfall located in the northern part of the
Minne Lusa Basin, running through the Burt-Izard, Leavenworth and
South Interceptor Basins 170 feet below the surface. This tunnel
will carry combined sewage and storm water runoff to one high-rate
treatment plant adjacent to the current Missouri River Waste Water
Treatment facility.
Project Schedule
Construction of the CSO controls will take place in phases over
the next two decades.

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
(3 Mb PDF)
• Submit a final LTCP by October 2009
• Implement CSO controls by 2024.
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 |
|
Bridge Street
View
Map
|
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
|
| Cole Creek
View
Map |
Camp, Dresser & McKee, Inc.
Kirkham Michael
TREKK Design Group
DuBois Consultants
Thiele Geotech |
| Leavenworth/Jones
View
Map
|
Wade Trim
Lamp, Rynearson & Associates, Inc
Thiele Geotech
|
| Minne Lusa
View
Map |
Black & Veatch Water
HGM
Batheja & Associates
Lovgren Marketing Group
TREKK Design Group
Patti Banks Associates
|
| Ohern/Monroe
View
Map |
Camp, Dresser & McKee, Inc.
Kirkham Michael
TREKK Design Group
DuBois Consultants
Thiele Geotech
|
| Papillion Creek North
View
Map
|
Ehrhart Griffin Associates
George Butler Associates
Engineering Design Group
Robert Peters Company
Thiele Geotech |
|
Papillion Creek South
View
Map |
Black & Veatch Water
HGM
Batheja & Associates
Lovgren Marketing Group
TREKK Design Group
Patti Banks Associates |
| Saddle Creek
View
Map
|
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
|
|