HomeMy WebLinkAbout2013-R-1 RESOLUTION CONFIRMING THE RESOLUTION OF THE JEFFERSONVILLE
REDEVELOPMENT COMMISSION ADOPTED ON NOVEMBER 27, 2012, ENTITLED
"RESOLUTION AMENDING THE RESOLUTION OF THE JEFFERSONVILLE
REDEVELOPMENT COMMISSION ENTITLED "DECLARATORY RESOLUTION OF THE
JEFFERSONVILLE REDEVELOPMENT COMMISSION"
RESOLUTION NO.
WHEREAS, the City of Jeffersonville ( "City ") Redevelopment Commission
( "Commission ") adopted a declaratory resolution on April 27, 1982 (expansion resolutions
adopted on December 19, 2002, May 28, 2003, July 1, 2003 and June 11, 2008; expansion and
consolidation resolutions adopted on May 10, 2004 and May 28, 2004; and as further amended
on June 29, 2005), adopt a Declaratory Resolution (collectively, as amended, "Declaratory
Resolution ") establishing the Falls Landing Riverside Redevelopment Area ( "Area "), and the
Original Declaratory Resolution was confirmed by a confirmatory resolution adopted on May 26,
1982 ( "Confirmatory Resolution "); and
WHEREAS, the Original Declaratory Resolution approved the Redevelopment Plan, as
amended ( "Plan "), which contained specific recommendations for redevelopment in the Area;
and
WHEREAS, on November 27, 2012, the Commission adopted its Amending Declaratory
Resolution ( "Amending Declaratory Resolution "), for the purpose of amending the Plan to
include the construction of a police station and stormwater conveyance improvements as
described on Exhibit A to the Amending Declaratory Resolution, together with all necessary
appurtenances and related improvements and equipment in, serving or benefiting the Area
(collectively, "2013 Projects ") in the list of projects in the Plan; and
WHEREAS, the Commission submitted the Amending Declaratory Resolution and
supporting data to the Jeffersonville Plan Commission ( "Plan Commission ") and the Plan
Commission has issued its written order approving the Amending Declaratory Resolution and the
Plan; and
WHEREAS, the Common Council of the City, by resolution adopted on December 27,
2012, approved the order of the Plan Commission; and
WHEREAS, the Commission has found that there will be no residents of the Area who
will be displaced by the 2013 Projects; and
WHEREAS, the Commission published notice in The Evening News of the adoption and
substance of the Amending Declaratory Resolution in accordance with IC 36- 7 -14 -17 and IC 5-
3-1 on January 10, 2013, which notice also gave notice of a hearing on the proposed 2013
Projects to be held by the Commission; and
WHEREAS, the notice described in the preceding paragraph was also filed in the office
of the Plan Commission and any other departments, bodies or officers having to do with City
planning, variances from zoning ordinances, land use or the issuance of building permits; and
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WHEREAS, the Commission on January 23, 2013, conducted a public hearing at which
the Commission heard all persons interested in the proceedings and considered all written
remonstrances and objections that were filed;
NOW, THEREFORE, BE IT RESOLVED BY THE JEFFERSONVILLE
REDEVELOPMENT COMMISSION THAT:
1. The Commission has considered the evidence presented and now finds and
determines that it will be of public utility and benefit to proceed with the proposed amendment to
the Plan.
2. The Amending Declaratory Resolution and Plan, as amended, approved by the
Commission on November 27, 2012, copies of which are attached hereto and incorporated
herein, are hereby confirmed.
3. The Amending Declaratory Resolution, as confirmed, shall be attached to and
incorporated in this resolution.
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Adopted at a meeting of the Jeffersonville Redevelopment Commission held January 23,
2013.
JEFFERSONVILLE REDEVELOPMENT
COM SSION
iZ
President 1
ATTEST:
Secretary
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EXHIBIT A
I. Construction and equipping of a new police station that is in, serving or benefiting the
Area.
II. Stormwater
In response to actions required under a Consent Decree with the U.S. Environmental Protection
Agency to correct combined sewer overflows into the Ohio River, representatives of the City of
Jeffersonville, Indiana, have explored methods to implement the necessary infrastructure
improvements while creating a positive impact on the overall health of the City. Through the
course of exploration of various proactive options, a stormwater conveyance system emerged as
a multi - pronged solution to a number of problems including those related to the combined sewer
system.
The stormwater conveyance system as proposed would begin near the existing intersection of
Eighth Street and Indiana Avenue and will have as its centerpiece a channel that will be 40 feet
wide with a constant depth of 4 feet along the entire length. The channel will be fed by sewers to
be separated within the system and by existing storm sewers already in service in the City. At the
north end (Eighth and Indiana), the water surface would be approximately 4 to 5 feet below the
surrounding (existing) ground surface. The stormwater conveyance system would extend to the
east to a point near the intersection of Eighth Street and Spring Street, where it would turn to the
southwest and follow a curving route along Michigan Avenue. Throughout this area, the water
surface will be about 5 to 6 feet below the surrounding ground surface. At Court Avenue, the
stormwater conveyance system would continue to the south under a newly constructed vehicular
bridge and would follow a curving route approximately along the current alignment of Mulberry
Street, including under another new vehicular bridge at Maple Street. Due to the rise of the
ground surface elevation as Mulberry Street extends to the south, the depth to the water surface
would increase to almost 18 feet near the intersection of Chestnut Street and Mulberry Street.
The stormwater conveyance system would discharge into a pool in the center of the block
bordered by Chestnut Street, Mulberry Street, Market Street, and Pearl Street, where it would
travel through a weir to a 10 feet diameter underground pipe. The pipe would extend to a
junction box to the southwest and then south - southwest under the floodwall to a point south of
Riverside Drive, where it would discharge into the Ohio River.
A flood pump station with a capacity of 10 million gallons per day (mgd) would be located at the
southeast corner of Mulberry Street and Market Street to discharge stormwater when the Ohio
River level rises. Two sluice gates would be constructed in the 10 feet diameter pipe, one on the
wet (south) side of the floodwall and one on the dry (north) side of the floodwall, to prevent high
river water from backing up into the stormwater conveyance system.
Several areas along the stormwater conveyance system alignment would include a widened
section to permit storage of stormwater during heavy precipitation events. This secondary
containment zone would hold water until it could be pumped out (during high river stages) or
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drain out (via normal gravity flow) and would permit a higher level of flood protection. The
system, as conceived, would accommodate a 6- inch/1 hour precipitation event.
The proposed stormwater conveyance system is bordered on the west by Interstate 65 (as it will
exist when the Ohio River Bridges project is complete), on the north by an irregular boundary
including Tenth Street and property owned by Pfau Oil, on the south by the Ohio River, and on
the east by Walnut Street. The Big 4 Pedestrian Ramp, already under development, will extend
from the existing Big 4 bridge toward the north along the middle of Mulberry Street, and angle to
the east to continue to the north along the east side of Mulberry Street along the old railroad
alignment. The terminus of the ramp will be integrated into the stormwater conveyance system
infrastructure.
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