20211069 Ver 1_PreFiling 30-Day Clock Reached Email_20210806

Strickland, Bev
From: [e-mail]
Sent: Friday, August 6, 2021 12:03 AM
To: [e-mail]
Cc: Ward, Garcy
Subject: Pre -Filing Time Clock has been reached for BP2.R018.1 - 20211069 Ver 1
Attachments: DWR Pre -Filing Meeting Request Form.pdf
The North Carolina Division of Water Resources has received the Pre -Filing Meeting Request Form for BP2.R018.1 that
you submitted on 7/6/2021. The ID number for that project is 20211069, Version 1.
Your Pre -Filing Meeting Request has now reached the 30 calendar days' requirement and your application can now be
accepted.
When you submit your application please upload a copy of the attached document in this email.
This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as
responses are not monitored.
For internal use only: Transportation Project
1

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office*
Reviewer List*
20211069
Version *
1
Washington Regional Office - [phone]
Garcy Ward
Pre -Filing Meeting Request submitted 7/6/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
John McNulty
[e-mail]
BP2.R018.1
NCDOT (Division 2)
Pitt
Street Address
2815 Rouse Road Extension
Address Line 2
City State / Rovince / Region
Kinston NC
Fbstal / Zip Code Country
28504 Pitt
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
fJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Regular Express
I— Individual Permit I— Modification
r Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes (' No
Do you know the name of the staff member you would like to request a meeting with?
Garcy Ward
Please give a brief project description below and include location information. *

State project BP2.R018.1 will consist of replacing the structurally
deficient NCDOT bridge #730015 on SR 1565 over Chicod Creek.
The proposed replacement structure is a 2-span (1@55;1@50") 21"
PCCS with 2.5' caps with an out -to -out deck width of 30' which will
replace the existing 3-span (1@30'-5", 1@30'-0", 1@30'-7").
Roadway fill slopes will be 3:1 or flatter, with the exception around the
bridge opening, and will all be grassy to encourage a diffuse flow
pattern and passive stormwater treatment. Stormwater runoff from the
bridge and approach slabs will be collected by traffic bearing grated
inlets where it will discharge to roadside swales with rip rap dissipator
pads at the pipe outlets. All areas in which fill slopes impact existing
ditches will be replaced by a swale to maintain existing drainage
patterns.
Please attach the documentation you would like to have the meeting about.
BP2. R018.1 _Redline_Plans.pdf
BP2.R018.1 DRAFT_NRTR.pdf
pdf only
12.69MB
7.79MB
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 7/6/2021