About
Us
The Delaware County Sewer District
was established on June 2, 1969, by the Board of County Commissioners
under the authority of the Ohio Revised Code Section 6117. County
Engineer Fred Stults assumed the duties of Sanitary Engineer.
In July, 1969, the County and City
of Delaware jointly authorized a Feasibility Survey and Report
for Sanitary Sewer Services and Sewage Treatment Facilities for
the major portion of the Olentangy River Watershed within Delaware
County. This report was submitted to the County and City in January
1970.
Three separate plans for providing
wastewater facilities were developed and Plan “B”
was adopted. Plan “B” consisted of separate treatment
facilities for the City of Delaware constructed at the site of
their existing treatment facilities and separate treatment facilities
for the County near the Delaware-Franklin County line.
The County Commissioners filed an
application for a grant to construct wastewater facilities with
the Ohio Water Development Authority in July 1970. On October
14, 1970, the County was permitted by the Water Pollution Control
Board.
In March 1971, preliminary layout
and design data was submitted to the Ohio Department of Health.
Approval of the General Plan was received in April 1971. After
six months of additional consideration, the location of a wastewater
treatment plant was proposed on the East side of State Route 315,
immediately North of the Franklin County line, the current location
of the Olentangy Environmental Control Center.
Detailed plans for the Olentangy
Environmental Control Center were submitted to the Environmental
Protection Agency and approval was received on November 8, 1973.
Initially, the OECC was designed
for a treatment capacity of 1.5 million gallons per day. The facility
was designed so that the treatment capacity could be expanded
to 6 million gallons per day. An interceptor sewer was initially
planned to extend from the OECC site to a point approximately
one quarter mile North of Powell Rd.
The construction of the Alum Creek
Dam in the mid 1970’s created concern for the Southern portion
of the Alum Creek basin due to recreational facilities and stimulated
growth patterns. The City of Columbus and City of Westerville
also entered into an agreement with the State of Ohio to purchase
38 million gallons of water per day from the Lake.
Due to the planned use of the Alum
Creek Reservoir as a water supply as well as the existing O’Shaughnessy
Reservoir water supply, the initially planned service area of
the OECC was expanded from the lower Olentangy River to include
the lower Scioto River and lower Alum Creek in 1974.
Construction of the initial 1.5 million
gallon per day OECC facility and interceptor sewers was completed
in 1980. The wastewater flows were pumped to the OECC from a pump
station located along Alum Creek where it intersects with Worthington
Road.
From the mid 1980’s thru the
early 1990’s the County experienced a tremendous amount
of growth. By 1992, the OECC was operating at its 1.5 million
gallon per day capacity and an expansion was planned. Due to the
rapid growth in Delaware County, the OECC was expanded to its
planned final capacity of 6 million gallons per day. Construction
was completed and the new 6 mgd facility was placed in operation
in 1996.
Further rapid growth in the County
in the late 1990’s caused the OECC to reach its 6 mgd capacity
by 1999. A study of the system showed that the majority of wastewater
was coming from the Alum Creek basin. Plans were formulated to
build a new treatment facility to serve the Alum Creek basin and
use the existing OECC to serve the Olentangy basin. In 2002, the
new 10 million gallon per day Alum Creek Water Reclamation Facility
(ACWRF) was constructed.
2006 Average Daily Flows:
Facility Current
Flow Design
Flow
OECC 3
mgd
6 mgd
ACWRF
4.5 mgd 10
mgd
Delaware County also operates two
“zero” discharge wastewater treatment facilities.
“Zero” discharge means the effluent from the treatment
facilities is not discharged into a stream but is used for other
purposes, such as irrigation. The facilities serve Tartan Fields
and Scioto Reserve. In each of these facilities, wastewater is
treated in a similar manner to the treatment plants that discharge
into a stream; however, instead of discharging into a stream,
the effluent is placed into a large pond. Water from the pond
is then used to irrigate a golf course.
In 2005, a County wide Sewer Master
Plan was completed. A copy of that plan is provided on the website
under Forms and Publications. Improvements outlined in the Master
Plan are currently under way.
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