20201981 Ver 1_Pre-Filing Meeting Information_20210122

DWR Pre-Fil ing Meeting Req u est Form
ID#*Ve rsion *
Re gional Office *
Re v ie we r List *
Contact Name *
Contact Email Addre ss *
Proje ct Name *
Proje ct Owne r *
Proje ct County *
Owne r Addre ss:
Is this a transportation proje ct?*
Type (s) of approv al sought from the DWR:
Doe s this proje ct hav e an e xisting proje ct ID#?*
Ple ase list all e xisting proje ct ID's associate d with this proje cts.*
Do you know the name of the staff me mbe r you would like to re que st a me e ting with?
Ple ase giv e a brie f proje ct de scription be low.*
20201981 1
Winston-Salem Regional Office - [phone]
Dave Wanucha
Pre-Filing Me eting Reque st submitte d 12/17/2020
Della Moore
[e-mail]
Durham Street Bridge Extension
NCDOT
Alamance
City
Greensboro
State / Province / Region
NC
Postal / Zip Code
27415
Country
USA
Street Address
P.O. Box 14996
Address Line 2
Yes No
401 Water Quality Certification -
Regular
401 Water Quality Certification -
Express
Individual Permit Modification
Shoreline Stabilization
Yes No
17.B.P.7.R.122 & B-5346/SR1529
Dave Wanucha
Please give a couple of dates you are available for a meeting.
Ple ase attach the docume ntation you would like to hav e the me e ting about.
Signature
Submittal Date
The North Carolina Department of Transportation (NCDOT) has
proposed to replace Alamance County Bridge No. 3 on Durham
Street (SR 1529), project B-5346 over Dry Run creek; a poorly
functioning, substandard old bridge with a new bridge. Bridge No. 3 is
located just north of the Town of Elon and City of Burlington.
Subdivision Streets intersect SR 1529 just north and south of the
existing bridge location. The existing structure is a three span
(1@17'8, 1@17'0, 1@17'8) and is a timber deck on timber joists. The
abutments and interior bents are timber caps, posts and concrete
sills (timber bulkheads).The proposed structure is a single span
(1@70'-24") prestressed concrete cored slab with 4' deep caps. This
structure has been designed to have as little environmental,
wetlands, and surface water impacts as possible. 2:1 roadway fill
slopes shall be constructed to minimize drainage impacts in
accordance to NCDOT design standards.
12/22/2020
1/5/2021
17BP7R122 Bridge No. 3 B5346 100%
Plans.pdf
13.98MB
00 0003 2017 Rev 2017 B5346 DRY CREEK
SR 1529.pdf
3.83MB
B-5346 NRTR.pdf 4.52MB
B-5346 Vic Map.pdf 219.11KB
Bridge No. 3 Site Map.pdf 1.11MB
pdf only
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.
12/17/2020