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A DAM SITE BETTER
THE HEARNS POND DAM FAILURE BECOMES A SUCCESS STORY
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Challenge
The Hearns Pond Dam, a 400 foot long earthen dam structure, was built
in 1912 to impound water for the local mill industry. While still
a source of water for the operational historic and active flour mill,
the 53 acre pond is bordered by residences and has become an important
recreational asset for the surrounding community.
In August, 2001, an 8-inch storm event caused a 100 foot breach
in the dam draining the pond and causing significant damage to the
mill's intake structure and erosion of a major downstream highway.
Responding to an emergency request by DNREC, our engineers were
on site within hours of the breach to evaluate the failure.
Solution
A comprehensive engineering study performed by our structural, water
resource and geotechnical engineers evaluated the existing condition,
design, timber sluice gate, and concrete outlet box culvert control
structure. Review indicated that the dam embankment consisted of
sand with remnants of a timber cribbing structure filled with concrete,
soil and stone. The deteriorated timber cribbing, erosion susceptible
sand core, and overvegetated embankment did not meet design standards
and were key in the dam's failure.
DNREC authorized our firm to prepare construction documents for
the emergency repair of the breach. Limited funding combined with
public pressures mandated that the design and construction be done
quickly and efficiently while still meeting required engineering
standards. Dam repairs also had to be sensitive to the historic
character of the adjacent mill.
Construction drawings were completed and all necessary permits
acquired by December 2001. A construction contract was awarded and
total replacement was completed in less than 10 months. Fall rains
quickly refilled the pond.
Key design elements included: removal of the remaining embankment;
a unique steel sheet pile and clay cut off "core" in the
new dam; a new earthen embankment over composite core. Stone riprap
and innovative vegetated synthetic erosion control material for
embankments stabilization; a new water intake pipe to power the
mill; a unique system of reinforced concrete walls adjacent to the
mill; replacement of unreliable "flash boards" with an
operating steel gate system; and steel sheeting and concrete cutoff
trench along the toe of the concrete outlet structure to control
seepage and undermining.
Through a team effort by DNREC, the design team and the project
contractor, this project was designed, constructed and returned
to service in record time and within budget. The replacement dam's
design preserves the areas' historic appearance and complements
the adjacent historic mill.
Our participation in this project won an Honors Award from the
Delaware Council of Engineering Companies.
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