20210560 Ver 1_401 Application_20210315

Staff Review Form •
NORFH CA.,i0:INA
En vironmenfrr!QvoGry
Updated September 4,2020
Staff Review
Does this application have all the attachments needed to accept it into the review process?*
6* Yes r No
ID#* Version* 1
20210560
Is this project a public transportation project?* (' Yes
r No
Is this a DOT ( Yes C No
project?*
Reviewer List:* Joanne Steenhuis:eads\jhsteenhuis
Select Reviewing Office:* Wilmington Regional Office-[phone]
Does this project require a request for payment to be sent?*
Yes
r
No

Project Submittal Form
Please note:fields marked with a red asterisk *below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type:* r For the Record Only(Courtesy Copy)
r New Project
r Modification/New Project with Existing ID
✓ More Information Response
✓ Other Agency Comments
r Pre-Application Submittal
✓ Re-Issuance\Renewal Request
✓ Stream or Buffer Appeal
Project Contact Information
Name: NCDOT Division 6
Who is submitting the information?
Email Address: [e-mail]
Project Information
Project Name: Replace pipes on SR 2031 (Wire Road)over Fairy Fair Creek
Is this a public transportation project?
r Yes
✓ No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
✓ Yes r No r Unknown
TIP#: WBS#:
DF 17106.2043011
(Applies to DOT projects only)
County(ies)
Harnett
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach document
SR 2031 Wire Road Photos.pdf 1.35MB
SR 2031,Wire Road-Stream Profile Repair.pdf 70.03KB
Only pdf or krre files are accepted.
Describe the attachments
or comments:

Nationwide Permit#3 Non-reporting
Latitude 35.271389, Longitude-78.815146
Replace 3 36" RCPs with 1 @13'-7"x 4'-7"Aluminum Box Culvert. See attached drawings and photos.The
area was damaged during one of the storms in 2020 and is listed on FEMA damage inventory for Division 6.
The existing pipes are severely perched at outlet end (see photos).The outlet of proposed culvert will not be
able to be buried due to severe gradient difference from inlet side to outlet side elevations.The outlet side will
be built up with Class II riprap up to outlet invert elevation (see details).The Class II riprap is also added to
stabilize the channel (scour hole)downstream of the culvert.Joanne Steenhuis visited the site on February
16, 2021.
Sign and Submit
.......................................................................................................................................................................................................................................................................................................................................................................................................
17 By checking the box and signing box below, I certify that:
■ I,the project proponent, hereby certifies that all information contained herein is true,accurate, and complete to
the best of my knowledge and belief.
■ I,the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
■ I agree that submission of this online form is a"transaction"subject to Chapter 66,Article 40 of the NC General
Statutes(the"Uniform Electronic Transactions Act");
■ 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");
■ I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature;AND
■ I intend to electronically sign and submit the online form.
Signature:
Submittal Date: Is filled in autocratically.

SR 2031 Wire Road, Harnett County

View of Pipe Inlet – 3 36” RCPs

View of Pipe Outlet – 3 36” RCPs
OF NORTH CqA
COUNTY: HARNETT LAYOUT FOR FIELD INSTALLATION y�
LOCATION: SR 2031, WIRE ROAD -1/4 °
EXISTING° 3 = 36"RCR 'h OF TR".
PROPOSED: 1-13'-7"X 4'-7"BOX W/HW
SCALE - 1" = 10'
STREAM SCOUR REPAIR STONE PROFILE
45 LF ABC
NOT TO SCALE 15'PZ27 SHEETING
1.0'BAFFLE SILL CLASS II STONE
WATER ELEV..94.0 c
9 05 0 25 9' O1 — — 93 INV =92.25 WATER ELEV.=91.5
/
— — — — 92.79 ___—_—_ _—_—_—_ INV =91.75
ODU00OU s ISSW..
- 89.75 90.1: 90.53 90.55 90.45 90.41
I I I I I I I I I I I I
+50 +40 +30 +20 +10 +0 +0 +10 20 +30 +40 +50
0LI LAYOUT
0 Cb CLASS '5'STONE SLOPES
(-qn{f9y'S'C?Qv�
80O 138:011,
\ •�/
sue'• Ci0'•
O(�•,�•(� 0° Ooop CLASS II STONE IN SCOUR
Q V O 15'PZ27 SHEETING
1.0'BAFFLE SILL
goo:s
• .• s ..
CLASS 'B'STONE SLOPES
• ••••••.•s •••_s
00 0...0 s. •.
• .
•0000� • ' ••.••••
D O •i ••
ago •..,•s..•...
o ••:••••••.••..
II
;g00o o
(613
o0s6•11s14•oss• s$
lonafoo
•ems
•
I pa)g150�'
REFERENCE ONLY - ".00 AsTieback and Walebeam 0000 ••.o
Locations to be
determined in
Engineered Design 22.5' 22.5' CLASS 8 STONE SLOPES