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DEVELOPMENT OF REGIONAL IMPACT
Additional DRI Information
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This form is to be completed by the city or county government to provide information
needed by the RDC for its review of the proposed DRI. Refer to both the Rules for the DRI Process
and the DRI Tiers and Thresholds
for more information.
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Local Government Information
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Submitting Local Government: |
Covington |
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Individual completing form: |
Michelle Larsen |
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Telephone: |
770-385-2020 |
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Email: |
mlarsen@cityofcovington.org |
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Project Information
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Name of Proposed Project: |
SKC Project |
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DRI ID Number: |
1924 |
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Developer/Applicant: |
To be determined upon rezoning; rezoning process to expedite process. |
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Telephone: |
678-342-1653 |
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Email(s): |
rshkim@skcfilms.com |
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Additional Information Requested
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Has the RDC identified any additional information required in order to proceed with
the official regional review process? (If no, proceed to Economic Impacts.) |
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If yes, has that additional information been provided to your RDC and, if applicable,
GRTA? |
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If no, the official review process can not start until this additional information
is provided.
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Economic Development
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Estimated Value at Build-Out: |
$100,000,000 |
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Estimated annual local tax revenues (i.e., property tax, sales tax) likely to be
generated by the proposed development: |
$1.5 million annually |
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Is the regional work force sufficient to fill the demand created by the proposed
project? |
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Will this development displace any existing uses? |
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If yes, please describe (including number of units, square feet, etc):
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Water Supply
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Name of water supply provider for this site: |
Cornish Creek Resevoir |
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What is the estimated water supply demand to be generated by the project, measured
in Millions of Gallons Per Day (MGD)? |
0.04 MGDs at Full Build-Out (1,000 GPD/10,000 SF) |
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Is sufficient water supply capacity available to serve the proposed project? |
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If no, describe any plans to expand the existing water supply capacity:
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Is a water line extension required to serve this project? |
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If yes, how much additional line (in miles) will be required?
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Wastewater Disposal
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Name of wastewater treatment provider for this site: |
City of Covington Water Reclamation Plant |
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What is the estimated sewage flow to be generated by the project, measured in Millions
of Gallons Per Day (MGD)? |
0.04 MGD at Full Build-Out |
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Is sufficient wastewater treatment capacity available to serve this proposed project? |
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If no, describe any plans to expand existing wastewater treatment capacity:
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Is a sewer line extension required to serve this project? |
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If yes, how much additional line (in miles) will be required?
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Land Transportation
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How much traffic volume is expected to be generated by the proposed development,
in peak hour vehicle trips per day? (If only an alternative measure of volume is
available, please provide.) |
AM Peak Hour: 490 vehicle trips / PM Peak Hour: 2,032 vehicle trips |
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Has a traffic study been performed to determine whether or not transportation or
access improvements will be needed to serve this project? |
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Are transportation improvements needed to serve this project? |
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If yes, please describe below:Hazelbrand Rd/S.R. 142 Intersection:
WB approach: 2 left turn lanes and a single through/right turn lane
NB approach: 2 through lanes, a right turn lane and a left turn lane
EB approach: single through lane, a left turn lane and a right turn lane
SB approach: 2 left turn lanes, a single thorugh lane and a single right turn lane
Entrance #3
NB approach: 2 left turn lanes and one through/right turn lane
SB approach: 1 left turn lane, 1 right turn lane and 1 through lane
EB approach: 1 right turn lane, 2 through lanes, and 1 left turn lane
WB approach: 1 right turn lane, 2 through lanes, and 1 left turn lane
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Solid Waste Disposal
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How much solid waste is the project expected to generate annually (in tons)?
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5.25 tons/year |
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Is sufficient landfill capacity available to serve this proposed project? |
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If no, describe any plans to expand existing landfill capacity:
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Will any hazardous waste be generated by the development?
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If yes, please explain:
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Stormwater Management
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What percentage of the site is projected to be impervious surface once the proposed
development has been constructed? |
70% |
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Describe any measures proposed (such as buffers, detention or retention ponds, pervious
parking areas) to mitigate the project’s impacts on stormwater management:Applicant proposes a 106,000 sf retention pond to mitigate some of the impacts on stormwater management for the site. Applicant would also consider implementing LEED standards for new construction.
Further, Applicant would be required to provide pervious parking for any parking in excess of 1/200 as required by the City's zoning ordinance, as well as adhere to ordinance requirements for stormwater management.
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Environmental Quality
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Is the development located within, or likely to affect any of the following:
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1. Water supply watersheds? |
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2. Significant groundwater recharge areas? |
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3. Wetlands? |
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4. Protected mountains? |
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5. Protected river corridors? |
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6. Floodplains? |
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7. Historic resources? |
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8. Other environmentally sensitive resources? |
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If you answered yes to any question above, describe how the identified resource(s)
may be affected:
The property is located within the Alcovy River watershed (which is a potential water supply source for the proposed Bear Creek Reservoir). There are wetlands on the northern and eastern boundaries of the property that are associated with Cornish Creek and the Alcovy River. The City of Covington requires a 50' buffer around all wetland boundaries and a minimum 150' setback from all lakes and riverbanks.
The property is located less than 200 feet from the Alcovy River Flood zone, but not within it.
Applicant proposes a 106,000 sf retention pond to mitigate some of the impacts of stormwater runoff.
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