20190196 Ver 2_80073 permit expired_20220811

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action id. SAW-2019-00285 County: Johnston County U.S.G.S. Quad: Princeton
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Chad Coggins
NCDOT/ Division 4 Environmental Officer
Address: PO Box 3165
Wilson NC, 27895
Telephone Number: 252.717.8699
Size (acres) N/A Nearest Town Princeton
Nearest Waterway Bawdy Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.442586
Longitude:-78.21803
Location description: intersection of SR 2519, Braswell Rd & SR 2525, Ormond Road, at SR 2523, Bakers Chapel Road,
southwest of Princeton, NC.
Description of projects area and activity: Project No. 80073, Road realignment impacting 0.005 acre of wetlands and 104 linear
feet of tributary.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344); ❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit Number: NWP 14 Linear Transportation Projects
SEE ATTACHED NWP GENERAL, REGIONAL AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated February 13, 2019, and revised drawings and
impact tables dated March 14, 2019. Any violation of the attached conditions or deviation from your submitted plans may
subject the permittee to a stop work order, a restoration order, a Class i administrative penalty, and/or appropriate legal
action.
SPECIAL CONDITION
1. This USAGE permit does not authorize you to take a threatened or endangered species, in particular, the Northern Long-
eared Bat (NLEB) (Myotis septentrionalis). in order to legally take a listed species, you must have separate authorization
under the Endangered Species Act (ESA) (e.g., a Biological Opinion (BO) under the ESA, Section 7, with `incidental take`
provisions with which you must comply). The U.S. Fish and Wildlife Service's (USFWS`s) Programmatic BO titled
`Northern Long-eared Bat (NLEB) Programmatic Biological Opinion for North Carolina Department of Transportation
(NCDOT) Activities in Eastern North Carolina (Divisions 1-8),` dated March 25, 2015, and adopted on May 4, 2015,
contains mandatory terms and conditions to implement the reasonable and prudent measures that are associated with
`incidental take` that are specified in the BO. Your authorization under this USAGE permit is conditioned upon your
compliance with all the mandatory terms and conditions (incorporated by reference into this permit) associated with
incidental take of the BO. Failure to comply with the terms and conditions associated with incidental take of the BO, where a
take of the listed species occurs, would constitute an unauthorized take, and would also constitute non-compliance with your
USAGE permit. The USFWS is the appropriate authority to determine compliance with the terms and conditions of its BO
and with the ESA.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. if, prior to the expiration date identified below, the nationwide and/or regional general
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. if the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.

This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Eric Alsmever at [phone] X 23 or Fri c.C.Alsmeyer(ausace.army.mil.
Corps Regulatory Official:
Date: March 21, 2019
Expiration Date of Verification
Digitally signed by MATTHEWS.MONTE.K.1284867633
�"jk DN: c=US, o=U.S. Government, ou=DoD, ou=PKI,
([J, _ ou=USA, cn=MATTHEWS.MONTE.K.1284867633
( '�^L Date:2019.03.21 14:04:11-04'00'
March 18, 2022
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://corpsmgpu.usace.army.mil/cm_apex/f?p-136:4:0.

Action iD Number: SAW-2019-00285 County: Johnston County
Permittee: Chad Couins
NCDOT/ Division 4 Environmental Officer
Project Name: NCDOT 80073 SR 2519,BraswellRd & SR2525 OrmondRd at
SR2523 BakersChapelRd Reali2nintersection Johnston Div4
Date Verification issued: March 21, 2019
Project Manager: Eric Alsmever
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WiLMiNGTON DISTRICT
Attn: Eric Alsmeyer
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class i
administrative penalty, or initiating other appropriate legal action.
i hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

ROY COOPER
Governor
MICHAEL S. PECAN
Secretary
LINDA CULPEPPER
Director
STATE u..0
�r
y +neu a. n x
NORTH CAROLINA
Environmental Quality
March 15, 2019
Johnston County
NCDWR Project No. 20190196
SR 2519 at SR 2523
State Project No. 80073
APPROVAL of 401 WATER QUALITY CERTIFICATION and NEUSE BUFFER AUTHORIZATION, with ADDITIONAL
CONDITIONS
Mr. Ronnie Keeler, PE, Division Engineer
NCDOT Division 4
PO Box 3165
Wilson NC 27828
Dear Mr. Keeter:
You have our approval, in accordance with the conditions listed below, for the following impacts for the purpose of realigning the
intersection of SR 2519 at SR 2523 in Johnston County:
Stream Impacts in the Neuse River Basin
Site
Permanent Fill in Perennial
Stream linear ft
Temporary Dewatering to Perennial
Stream linear ft
Total Stream
Impact linear ft
Total
85
19
104
Total Stream Impact for Project: 104 linear feet.
Wetland Impacts in the Neuse River Basin
Site
Excavation ac
Total Wetland Impact ac
Total —t
0.005
0.005
Total Wetland Impact for Project: 0.005 acres.
QEQ>
North Carolina Department of Environmental Quality Division of Water Resources
512 North Salisbury Street ! 1617 Mail Service Center � Raleigh, North Carolina 27699-1617
919.707.9000

Neuse Riparian Buffer Impacts
Site
Zone I Impact
(sq ft(using
Zone 1 Buffer Mitigation Required
3:1 ratio)
Zone 2 Impact
(sq ft
Zone 2 Buffer Mitigation
Required (using 1.5:1 ratio
Totals
6415
N/A
3647
NIA
* n/a = Total for Site is less than 11/3 acre and 150 linear feet of impact, no mitigation required
Total Buffer Impact for Project: 10062 square feet.
The project shall be constructed in accordance with your application received February 13, 2019 and revised plans received March 14,
2019. After reviewing your application, we have decided that these impacts are covered by General Water Quality Certification
Number 4135. This certification corresponds to the Nationwide Permit 14 issued by the Corps of Engineers. This approval is also
valid for the Neuse Riparian Buffer Rules (I 5A NCAC 213.0233). In addition, you should acquire any other federal, state or local
permits before you proceed with your project including (but not limited to) Sediment and Erosion Control, Non -Discharge and Water
Supply Watershed regulations. This approval will expire with the accompanying 404 permit.
This approval is valid solely for the purpose and design described in your application (unless modified below). Should your project
change, you must notify the NCDWR and submit a new application. If the property is sold, the new owner must be given a copy of
this Certification and approval letter, and is thereby responsible for complying with all the conditions. If total wetland fills for this
project (now or in the future) exceed one acre, or of total impacts to streams (now or in the future) exceed 150 linear feet,
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). Additional buffer impacts may require
compensatory mitigation as described in 15A NCAC 213.0233. For this approval to remain valid, you must adhere to the conditions
listed in the General Certification and any additional conditions listed below.
Conditions of Certification:
I. As stated in the application, the old road crossing will be removed and the stream daylighted. This work shall be completed and
stabilized prior to diverting water into the new channel. Stream banks shall be matted with coir-fiber matting. Vegetation used for
bank stabilization shall be limited to native riparian vegetation, and should include establishment of a vegetated buffer on both sides of
the relocated channel to the maximum extent practical. Also, rip -rap may be allowed if it is necessary to maintain the physical
integrity of the stream, as long as it is not placed in a manner that precludes aquatic life passage. [ 15A NCAC 02H .0506(b)(3)]
2. Unless otherwise approved in this certification, placement of culverts and other structures in open waters and streams, shall be
placed below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20 percent of the
culvert diameter for culverts having a diameter less than 48 inches, to allow low flow passage of water and aquatic life. Design and
placement of culverts and other structures including temporary erosion control measures shall not be conducted in a manner that may
result in dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the above structures. The
applicant is required to provide evidence that the equilibrium is being maintained if requested in writing by the NCDWR. If this
condition is unable to be met due to bedrock or other limiting features encountered during construction, please contact the NCDWR
for guidance on how to proceed and to determine whether or not a permit modification will be required. [15A NCAC 02H.0506(b)(2)]
3. If multiple pipes or barrels are required, they shall be designed to mimic natural stream cross section as closely as possible
including pipes or barrels at flood plain elevation and/or sills where appropriate. Widening the stream channel should be avoided.
Stream channel widening at the inlet or outlet end of structures typically decreases water velocity causing sediment deposition that
requires increased maintenance and disrupts aquatic life passage. [15A NCAC 02H.0506(b)(2)]
4. For all streams being impacted due to site dewatering activities, the site shall be graded to its preconstruction contours and
revegetated with appropriate native species. [ 15A NCAC 02H.0506(b)(2)]
5. The stream channel shall be excavated no deeper than the natural bed material of the stream, to the maximum extent
practicable. Efforts must be made to minimize impacts to the stream banks, as well as to vegetation responsible for maintaining the
stream bank stability. Any applicable riparian buffer impact for access to stream channel shall be temporary and be revegetated with
native riparian species. [15A NCAC 02H.0506(b)(2)]
pEQ5
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000

6. All stormwater runoff shall be directed as sheetflow through stream buffers at non -erosive velocities, unless otherwise approved by
this certification. [15A NCAC 2B.0233]
7. All riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored to the preconstruction
contours and revegetated. Maintained buffers shall be permanently revegetated with non -woody species by the end of the growing
season following completion of construction. For the purpose of this condition, maintained buffer areas are defined as areas within the
transportation corridor that will be subject to regular NCDOT maintenance activities including mowing. The area with non -maintained
buffers shall be permanently revegetated with native woody species before the next growing season following completion of
construction. [15A NCAC 213.02331
8. Pursuant to 15A NCAC 2B.0233(6) sediment and erosion control devices shall not be placed in Zone 1 of any Neuse Buffer
without prior approval by the NCDWR. At this time, the NCDWR has approved no sediment and erosion control devices in Zone t,
outside of the approved project impacts, anywhere on this project. Moreover, sediment and erosion control devices shall be allowed in
Zone 2 of the buffers provided that Zone I is not compromised and that discharge is released as diffuse flow.
9. If concrete is used during construction, a dry work area shall be maintained to prevent direct contact between curing concrete and
stream water. Water that inadvertently contacts uncured concrete shall not be discharged to surface waters due to the potential for
elevated pH and possible aquatic life and fish kills. [ 15A NCAC 0213.02001
10. During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or protected riparian
buffers. [I5A NCAC 02H.0506(b)(2)]
11. The dimension, pattern and profile of the stream above and below the crossing shall not be modified. Disturbed floodplains and
streams shall be restored to natural geomorphic conditions. [I5A NCAC 02H.0506(b)(2)]
12. The use of rip -rap above the Normal High Water Mark shall be minimized. Any rip -rap placed for stream stabilization shall be
placed in stream channels in such a manner that it does not impede aquatic life passage. [I5A NCAC 02H.0506(b)(2)]
13. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit drawings submitted for approval.
[I5A NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)]
14. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures from the most current
version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms, cofferdams and other diversion
structures shall be used to prevent excavation in flowing water. [I5A NCAC 02H.0506(b)(3) and (c)(3)]
15. Heavy equipment shall be operated from the banks rather than in the stream channel in order to minimize sedimentation and
reduce the introduction of other pollutants into the stream. [I 5A NCAC 02H.0506(b)(3)]
16. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent contamination of
stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials. [ 15A NCAC 02H.0506(b)(3)]
17. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this certification. [ 15A NCAC
02H.0506(b)(3)]
18. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is prohibited.
[I5A NCAC 02H.0506(b)(3)J
19. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water quality standards (including
any requirements resulting from compliance with §303(d) of the Clean Water Act) and any other appropriate requirements of State and
Federal law. If the NCDWR determines that such standards or laws are not being met (including the failure to sustain a designated or
achieved use) or that State or federal law is being violated, or that further conditions are necessary to assure compliance, the NCDWR
may reevaluate and modify this certification. [ I5A NCAC 02B.0200]
20. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise authorized by this
certification. [ 15A NCAC 02H.0506(b)(2)]
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Sa#isbury Street 11617 Mail Service Center I Raleigh. North Carolina 27699-1617
919.707.9000

21. A copy of this Water Quality Certification shall be maintained on the construction site at all times. In addition, the Water Quality
Certification and all subsequent modifications, if any, shall be maintained with the Division Engineer and the on -site project manager.
[I5A NCAC 02H .0507(c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)]
22. The outside buffer, wetland or water boundary located within the construction corridor approved by this authorization, including all
non-commercial borrow and waste sites associated with the project, shall be clearly marked by highly visible fencing prior to any land
disturbing activities. Impacts to areas within the fencing are prohibited unless otherwise authorized by this certification. [15A NCAC
02H.0501 and .0502]
23. The issuance of this certification does not exempt the Permittee from complying with any and all statutes, rules, regulations, or
ordinances that may be imposed by other government agencies (i.e. local, state, and federal) having jurisdiction, including but not limited
to applicable buffer rules, stormwater management rules, soil erosion and sedimentation control requirements, etc.
24. The Permittee shall report any violations of this certification to the Division of Water Resources within 24 hours of discovery. [ 15A
NCAC 02B.0506(b)(2)]
25. Upon completion of the project (including any impacts at associated borrow or waste sites), the NCDOT Division Engineer shall
complete and return the enclosed "Certification of Completion Form" to notify the NCDW R when all work included in the 401 Certification
has been completed. [15A NCAC 02H.0502(f)]
26. Native riparian vegetation (i.e. trees and shrubs native to your geographic region) must be reestablished in the riparian areas within the
construction limits of the project by the end of the growing season following completion of construction. [ I5A NCAC 02B.0233 (10)] &
[I5A NCAC 02B.0506(b)(2)]
27. There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters associated with this permit without
appropriate modification. Should waste or borrow sites, or access roads to waste or borrow sites, be located in wetlands or streams,
compensatory mitigation will be required since that is a direct impact from road construction activities. [I5A NCAC 02H.0506(b)(3) and
(c)(3)]
28. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and
operation and maintenance of such Best Management Practices in order to protect surface waters standards [ I5A NCAC 02H.0506(b)(3)
and (c)(3)]:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in
accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design
Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they
equal, or exceed, the requirements specified in the most recent version ofthe North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including
contractor -owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in
accordance with the most recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the requirements of
the Sedimentation Pollution Control Act.
29. Sediment and erosion control measures shall not be placed in wetlands or surface waters, or within 5 feet of the top of bank, without
prior approval from DWR. [I5A NCAC 02H.0506(b)(3) and (c)(3)]
30. When applicable, all construction activities shall be performed and maintained in full compliance with G.S. Chapter 113A Article 4
(Sediment and Pollution Control Act of 1973). Regardless of applicability of the Sediment and Pollution Control Act, all projects shall
incorporate appropriate Best Management Practices for the control of sediment and erosion so that no violations of state water quality
standards, statutes, or rules occur. [I5A NCAC 02H .0506]b)(3) and (c)(3) and 15A NCAC 02B .0200]
1� Q3
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707,9000

31. Design, installation, operation, and maintenance of all sediment and erosion control measures shall be equal to or exceed the
requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual, or for linear
transportation projects, the NCDOT Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) sites, including contractor -owned or leased
borrow pits associated with the project. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed, installed, operated, and maintained in accordance
with the most recent version of the North Carolina Surface Mining Manual. Reclamation measures and implementation shall comply
with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971.
(I5A NCAC 02H.0506(b)(3) and (c)(3); GC 4135]
If you wish to contest any statement in the attached Certification you must file a petition for an administrative hearing. You may
obtain the petition form from the office of Administrative hearings. You must file the petition with the office of Administrative
Hearings within sixty (60) days of receipt of this notice. A petition is considered filed when it is received in the office of
Administrative Hearings during normal office hours. The Office of Administrative Hearings accepts filings Monday through Friday
between the hours of 8:00am and 5:00pm, except for official state holidays. The original and one (1) copy of the petition must be filed
with the Office of Administrative Hearings.
The petition may be faxed -provided the original and one copy of the document is received by the Office of Administrative Hearings
within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Telephone: [phone], Facsimile: [phone]
A copy of the petition must also be served on DEQ as follows:
Mr. Bill F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
This letter completes the review of the Division of Water Resources under Section 401 of the Clean Water Act. If you have any
questions, please contact Rob Ridings at 919-707-3873.
Sincerel ,
/ w r
iP,
Linda Culpepper, Director
Division of Water Resources
Electronic copy only distribution:
Eric Alsmeyer, US Army Corps of Engineers, Raleigh Field Office
Chad Coggins, Division 4 Environmental Officer
File Copy
PUE Q
North Carolina Department of Environmental Quality Dmsion of Water Resources
512 North Sa4isbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000

a
See Sheet 1-A For Index of Sheets
STATE OF NORTH C A 1� O L I NA PPATe
Il" �L�
BTATB PROIHCP R8P6N3NC6 NQ NO SHEETS
90
2562 2s92
2513 2309' 2519 2313
23 1�T,�.
OF HIGHWAYS srATe PRa.N0.
80073DIVISION
P.APRa.N0. oexalvnON
- 2412 ,. 231
2532 80073
PE
2516 --p 231 /
251 2310
80073
R W
2555 7�1
2517 2521
251 - -, 252 2531 12 JOHNSTON COUNTY
2514 2519 2530
/
25TT15 2309 252
2310 2520 ,-' 2521
251 252
2515 2518 .—
1
O
0
252
2 —25,9 2523 253
252 _ �7
007
LOCATION. REALIGN INTERSECTION OF SR-2519 (BRASWELL ROAD) &
SR-2525 (ORMOND ROAD) AT SR-2523 (BAKERS CHAPEL ROAD)
00
252
2310
2523
°°' 2526 252
2543 2544`Brogde 252
TYPE OF WORK : GRADING, DRAINAGE AND PAVING
_ n
2545 2583 - S85
a 2530
2584 2586 25247
�583 1007
2526PERMIT
DRAWING
V
1007 2526 2530
2543
2529
W12542
1007 1007—k
2542 007
p
VICINITY MAP
I
o
\,;I
cNz
-Yl- POT 11 + 00.00
4` ;%'
N�
,�
BEGIN PROJECT 80073
Cr LINE —Yl— 5
(ORMOND-= _RD. )
--SR-2525
r Ta. TO SR-2526
4
SITE I END PROJECT 80073
PRELIMINARY PLANS
CLEARING ON THIS PROJECT SHALL BE
PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
DO NOT USE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
UNLESS ALL SIGNATURES COMPLETED
V
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Prepored in the Office of.
HYDRAULICS ENGINEER
50
25 0 50 100
ADT 2016 = 860
DIVISION OF HIGHWAYS
Division 4 DDC
509 Ward Blvd., Wilson NC, 27895
@ NORpy
® �.
2018 STANDARD SPECIFICATIONS
PLANS
`®
50
25 0 50 100
LENGTH
LENGTH
ROADWAY PROJECT 80073 LINE —YI— = 0.152 MILES
ROADWAY PROJECT 80073 LINE —Y2— = 0.106 MILES
RIGHT OF WAY DATE.
RONNIE KEETER. PE
P.E.
SIGNATURE:
s
RI
s
V = 50 MPH
TOTAL LENGTH PROJECT 80073 = 0.258 MILES
DECEMBER 2018
ROADWAY DESIGN
ENGINEER
PROJECT ENGINEER
PROFILE (HORIZONTAL)
O10
V
5 0 10 20
FUNCTIONAL CLASS
SUBREGIONAL TIER
LETTING DATE:
JUNE 2019
D.R. ETHRIDGE
OP YRAN�t
PROJECT DESIGN ENGINEER
PE
SIGNATURE:
PROFILE (VERTICAL)

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
SITE
NO.
STRUCTURE SIZE /
TYPE
STATION
(FROM/TO)
PERMANENT
FILL IN
WETLANDS
(AC)
TEMP. FILL IN
WETLANDS
(AC)
EXCAVATION
IN
WETLANDS
(AC)
MECHANIZED
CLEARING IN
WETLANDS
(AC)
HAND
CLEARING IN
WETLANDS
(AC)
PERMANENT
SW IMPACTS
(AC)
TEMP. SW
IMPACTS
(AC)
EXISTING
CHANNEL
IMPACTS
PERMANENT
(FT)
EXISTING
CHANNELEXISTING
IMPACTS
PERMANENT
BANK
STABILIZATI
ON
(FT)
CHANNEL
IMPACTS
TEMP.
(FT)
1
2@30" RCP
-Y1- 17+12
0.000
0.000
0.005
0.000
0.000
0.000
0.000
85.000
0.000
19.000
TOTALS:
0.005
85.000
19.000
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
JOHNSTON COUNTY
PROJECT: 80073

SITE STRUCTURE SIZE / STATION
NO. TYPE (FROWTO)
BUFFER IMPACTS SUMMARY
IMPACT
TYPE ALLOWABLE
ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1
CROSSING BRIDGE IMPACT ft ft ft ft
( 2) ( 2) ( 2) ( 2)
BUFFER WETLANDS IN
REPLACEMENT BUFFERS
MITIGABLE
ZONE 2 TOTAL ZONE 1 ZONE 2 ZONE 1 ZONE 2
ft ft2 ft2
( 2) () ( ) (ftft) (ftft) (ftft2)
1
2@30" RCP
-Y1- 17+12
X
6415
3647
10062
0
0
0
234
0
TOTAL:
6415
3647
10062
0
1 0
1 0
1
1
1 234
0
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
JOHNSTON COUNTY
PROJECT: 80073