20210958 Ver 1_B-5947 General Nash November 18 2021_20211118

(Version 2.08; Released April 2018)
45983.1.1 TIP No.:B-5947 County(ies):Nash Page 1 of 1
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Yes
Design/Future:Year:2040 Existing:Year:
Aquatic T&E Species?No Comments:
Yes No
No
N/A
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
ac.
Existing road consists of two 12' lanes with variable width grass shoulders.
6300
[e-mail]
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Water Supply V (WS-V) NCDWR Surface Water Classification for Water Body
Tar-PamlicoBuffer Rules in Effect:
None
5300
The proposed section consists of two 12' width lanes. Paved shoulders on bridge
approach a variable from 5.0' to 7.5'.
Waterbody Information
2021
NCDWR Stream Index No.:
45983.1.1
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
The proposed bridge is a 330' (1@100', 1@145', 1@85) Prestressed Concrete Girder bridge with 4' deep caps. This bridge will be on a new alignment located 45' upstream
from the existing alignment. The deck drains on the proposed bridge will not discharge directly over the stream and will be outside the buffer zones. The existing interior bents
will be removed/cut off at mud line and a work bridge will be needed to construction of the proposed bridge.
1223 Jones Franklin Rd.
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
Highway Division 4 Address:
General Project Information
B-5947
WBS Element:
Bridge ReplacementWBS Element:
Wetherill Engineering, Inc. / Harminder Singh, PENCDOT Contact:
252-237-6164
Raleigh, NC 27606
Contractor / Designer:
919-851-8077
[e-mail]
Wilson, NC 27895
Address:
6/14/2020
NashN/A
Chad Coggins
509 Ward Blvd., PO Box 3165
River Basin(s):
City/Town:
1.5
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
Rural, Wooded
Tar River 28-(24.7)
1.1
0.47
Project Description
Proposed Project
Tar-Pamlico
None
Supplemental Classification: Nutrient Sensitive Waters (NSW)
Wetlands within Project Limits?
Submitted 11/18/2021
Submitted 11/18/2021
Submitted 11/18/2021
Submitted 11/18/2021
Submitted 11/18/2021
Submitted 11/18/2021
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -LREV- 10+00 to 41+53 Roadway and Bridge 0.51 0.11 < 0.01 < 0.01 0.08
1 -LREV- 23+25.5 to 24+70.5 Temporary Work Bridge < 0.01
TOTALS*:0.51 0.11 < 0.01 < 0.01 0.08 0 0 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2013 10 24 SHEET 6 OF 12
Utilize temporary access to remove existing interior bents. No more than 50% of channel may be blocked at one time.
The Temp. SW Impacts at existing bridge are based on the use of a causeway.
The Temp. Stream Impacts at work bridge are based on impacts from bridge bents (span arrangement to be determined by contractor).
The Permanent SW impact is due to riprap embankment (131 sq ft).
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NASH CO.
8/3/2020
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
B-5947
20
Submitted 11/18/2021
Submitted 11/18/2021
Submitted 11/18/2021
Submitted 11/18/2021
Submitted 11/18/2021
Submitted 11/18/2021
Submitted 11/18/2021
Submitted 11/18/2021
Submitted 11/18/2021
Submitted 11/18/2021
ROAD
CROSSING BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL:8889 6270 15159 0 0 0 0 0
8/17/2021
-LREV- 22+25.5 to
25+55.5 X 8889 6270 15159330' Bridge1
IMPACT
BUFFER IMPACTS SUMMARY
TYPE
SITE NO.
STRUCTURE SIZE /
TYPE
STATION
(FROM/TO)
ALLOWABLE MITIGABLE
BUFFER
RESTORATION
B-5947
4 of 4
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
NASH CO.
Rev. May 2006
Submitted 11/18/2021
Page 1 of 2
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-02174 County: Nash County U.S.G.S. Quad: Spring Hope
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Applicant: North Carolina Department of Transportation
Philip Harris III
Address: 1598 Mail Service Center
Raleigh, NC, 27699
Telephone Number: 919.707.6152
Size (acres) N/A Nearest Town Spring Hope
Nearest Waterway Tar River River Basin Pamlico
USGS HUC 03020101 Coordinates Latitude: 35.8820 Longitude: -78.0894
Location description: Bridge No. 91 on NC 581 over the Tar River, south of Spring Hope, NC
Indicate Which of the Following Apply:
A. Preliminary Determination

X There are waters, including wetlands, on the above described project area, that may be subject to Section 404 of the
Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently
accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process,
including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation
requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all
waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional
waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an
appealable action, by contacting the Corps district for further instruction.
B. Approved Determination
There are waters of the U.S., including wetlands, on the above described project area subject to the permit requirements
of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to
accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.

The waters of the U.S., including wetlands, on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
The waters of the U.S., including wetlands, have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on ______________. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
SAW-2018-02174

Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit
may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material,
construction or placement of structures, or work within navigable waters of the United States without a Department of the
Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If
you have any questions regarding this determination and/or the Corps regulatory program, please contact Eric Alsmeyer at
[phone] X 23 or [e-mail].
C. Basis For Determination: N/A. An Approved JD has not been completed.
D. Attention USDA Program Participants

This delineation/determination has been conducted to identify the limits of Corps’ Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.

Corps Regulatory Official: ______________________________________________________

Date: May 31, 2019 Expiration Date: N/A
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0.

Copy Furnished (by email):

Scenic Consulting Group
Attn: Eric Black
[e-mail]

Page 2 of 2