20200544 Ver 2_Modifications_20200513

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mandatory questions are answered.
Project Type:* r New Project
r New Project with Existing ID
r Pre -Application Submittal
r More Information Response
r Other Agency Comments
r For the Record Only (Courtesy Copy)
r Stream or Buffer Appeal
Is this supplemental information that needs to be sent to the Corps?*
r Yes r No
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
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do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Project Contact Information
Name: Chris Rivenbark
Vft is subrritting the inforrration?
Email Address:* [e-mail]
Project Information
Existing ID#:* Existing Version:*
20200544 1
20170001(no dashes)
Project Name:* Bridge No. 93 on NC561 over Conoconnara Swamp (B-5662 Central)
Is this a public transportation project?*
( Yes
r No
Is this a DOT project?*
r Yes
r No

Is the project located within a NC DCM Area of Environmental Concern (AEC)?*
r Yes r No r Unknown
TIP#: WBS#:
B-5662 45617.1.1
(Applies to DOT projects only)
County (ies) *
Halifax
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Oickthe upload button or drag and drop files here to attach docurmnt
20200513 B-5662 Environmental Permit Plans
8.11 MB
cr_ed its. pdf
Only pdf or Iv17 files are accepted.
Describe the attachments:
Division 4 requested this modification to the permit authorization because, in their experience, and
considering typical equipment utilized, they will need to allow the contractor access to the interior bents to
enable driving the piles. This will add temporary surface water impacts to the foreseeable project footprint.
The additional pad downstream is shown because an area may be needed to set the girders for the bridge.
The temporary impacts for the detour bridge are shown as they are because it is up to the contractor to
propose the detour bridge layout and in the Division's best guess this could range from 1-3 interior bents
which means temporary access could possibly be needed from both sides.
Division 4 prefers to allow the contractors the option of causeway or work bridge on projects where either
might work. This doesn't restrict some contractors from bidding if they don't have work bridge resources.
Minimization will take place during construction. Contractors typically do things that are most economical and
time efficient within the confines of the permit and causeways are not very efficient at either. So, they will be
utilized only if needed and at the smallest footprint needed.
If needed, for installation and removal, the limits of causeway riprap in the water will be delineated and
quantified and that same footprint and quantity will be removed to the max extent possible. Turbidity curtains
will be utilized to the maximum extent possible during both of these operations.
* R By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act");
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the online form."
Signature:
h�re4C 4LYwag ///
Submittal Date: 05/13/2020
Is filled in autorratically once subnitted.