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And Other Eastmoor Area Stormwater
Improvements
Background: Over the years, the City of Columbus has received
numerous flooding complaints in the Bliss Run
Watershed. The watershed boundaries are approximately:
17th Ave. (north), Weyant Ave. (east), Alum
Creek/Scottwood Rd. (south), and Cassady Ave./Stanwood
Rd. (west). Total watershed area is over 2500 acres.
Bliss Run was originally an open channel from just south
of 17th Avenue south to Alum Creek at Twin
Lakes. By the 1950’s, Bliss Run north of Livingston
Ave. (at Kenwick Road) was enclosed in a storm sewer.
1993 – (coinciding with the creation of the Columbus Stormwater
Utility Fund) – Bliss Run Trunk Sewer Improvements Capital
Improvement Project (CIP) 923 went into design in response
to Eastmoor area flooding complaints.
1995
- Phase I study/report completed - existing storm sewer is
inadequately sized to quickly convey drainage from the
watershed - several improvements in the watershed were
identified. Nature and extent of problems, watershed size,
and high costs make solutions extremely complex – some
smaller improvements completed; others in various stages of
planning, design, easement acquisition and construction.
CIP 923
– Bliss Run Trunk Sewer
- Project goal:
to mitigate area street and yard flooding by constructing
storm sewer improvements.
- Project construction area:
from Alum Creek at Twin Lakes/Roads End to Fair Ave.
between James Rd. and Brookside Drive.
- Trunk sewer size:
will range from a 12' x
8' concrete box to a 5' diameter circular pipe. It is
believed to be the largest separate storm sewer that
Columbus has ever built.
- Project Schedule:
The project was
divided into three phases, due to complexity, costs, and
attempt to minimize impact on surrounding neighborhoods
(see map link below)
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Phase 1
– Roads End and Haddon Road between Alum Creek and
Roosevelt Ave.; construction completed in 2003.
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Phase 2 – Haddon Rd., Dover
Rd., and Eastmoor Blvd. between Roosevelt and Brownlee
Aves; construction completed in 2006.
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Phase 3
– Eastmoor Blvd., Mound St., and Kellner Rd. between
Brownlee Rd. and Fair Ave.; construction began
spring 2006 and completion is expected in June 2008.
Six localized improvements were also constructed (CIP 969):
57 S. James Rd., 683 S. Kellner Rd., 303 S.
Hampton Rd. (east of James Rd.), 222 S. Harding Rd., Cassady
Avenue/Avalon Place, and Roosevelt Ave. at Ruhl Rd. The
last two sites are located in the northern part of the
watershed, north of Broad St.
Three secondary improvements will be
designed and constructed following completion of the trunk
sewer:
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CIP 976 – Maryland Ave.
Drainage Project (north of Broad St.)
-
CIP 977 – Ashburton/Mayfair
Drainage Improvements (east of James Rd.)
-
CIP 978 – Ashburton/Dale
Drainage Improvements (east of James Rd.)
Other improvements recently constructed in the
general area that are not part of the Bliss Run project:
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CIP 872 - Napoleon Ave/Broad
St. Storm Sewer (east of James Rd.)
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CIP 960 – Bexvie Avenue
Stormwater Improvements (Berwyn East)
Costs: with secondary improvements to be designed and constructed in
near future, total investment in the Bliss Run Watershed in
storm system improvements is expected to exceed $35
million. Bliss Run Relief Trunk Sewer total cost (all three
phases) is expected to approach $25 million.
Anticipated completion date for all
planned stormwater improvements in the Bliss Run watershed:
by 2010.
Please Note: Sanitary sewer improvements are
not part of the Bliss Run stormwater improvement project.
Sanitary sewer
surcharging may be diminished somewhat by reduced surface
flooding after completion of the project; however, the
degree of reduction is impossible to predict. The
foundation for future east Columbus sanitary sewer capacity
increases is underway. The Big Walnut Augmentation/Rickenbacker
Interceptor (BWARI), began
construction in the Lockbourne area in 2004, which will
provide additional downstream capacity needed in the future
for any east side capacity improvements. An I/I (inflow and
infiltration) sewer study of the James/Livingston area is
also now underway and sanitary sewer capital improvement
projects will be developed following that study. In the
meantime, residents who have basement backups should report
problems to the 24-hour Sewer Maintenance Operations Center
through the city's 311 (or 645-3111) in the event they may
qualify for the Project Dry Basement program. Please see
our
Basement Flooding web page for more information.
updated 5/08
For more information, please
email DOSD or call (614) 645-6311.
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