20191466 Ver 1_2018-01859 NWP 14 Tearsheet_20191121

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-01859 County: Rockingham U.S.G.S. Quad: NC -Northwest Eden
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: NCDOT Environmental Analysis Unit
Attn: Michael Turchy
Address: 1598 Mail Service Center
Raleigh, NC 27699-1598
Size (acres) _7 Nearest Town Eden
Nearest Waterway Smith River River Basin Roanoke
USGS HUC 03010103 Coordinates 36.528038,-79.767915
Location description: The BR-0044 proiect site is located on NC Highway 14/87 over the Smith River at NCDOT Bridge 168
near Eden, Rockingham County, North Carolina
Description of projects area and activity: This verification authorizes the discharge of clean fill material associated with
replacing an existing bridge, known as BR-0044. The project includes permanent impacts to 80 linear feet (0.01 acre) of stream
channel for a culvert extension, 10 linear feet (0.01 acre) of stream channel for rip rap bank stabilization, and an additional
0.003 acre of stream impacts for bridge piers, as well as temporary impacts to a total of 290 linear feet (0.48 acre) of stream
channel for construction access including workpad/causeways and dewatering
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: 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 enclosed
Conditions, your application signed and dated 10/29/2019, and additional information submitted via email on 11/18/2019, and
the enclosed plans Permit Drawing Sheets 1 through 3 and Permit Drawing Sheets 4 through 15 (Revised 11/18/2019). 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.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide 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 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 permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide 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.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management.
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 David E. Bailey at [phone], Ext. 30or David.E.Bailey2(a�,usace.army.mil.
Date: 2019.11.19 15:15:52
Corps Regulatory Official:-05-00' Date: 11/19/2019
Expiration Date of Verification: 03/18/2022

SPECIAL CONDITIONS
In order to compensate for impacts associated with this permit, mitigation shall be
provided in accordance with the provisions outlined on the most recent version of the
attached Compensatory Mitigation Responsibility Transfer Form. The requirements of this
form, including any special conditions listed on this form, are hereby incorporated as
special conditions of this permit authorization.
2. This USACE permit does not authorize you to take a threatened or endangered species, in
particular, the Northern Long-eared Bat (NLEB) (Myods 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 USACE 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 USACE permit. The USFWS is the appropriate authority to
determine compliance with the terms and conditions of its BO and with the ESA.
3. Per the "Conservation Measures" proposed in the "Biological Assessment For Replacement
of Bridge No. 168 on NC 14/87 Over the Smith River, Rockingham County, North
Carolina", dated 9/27/2019, NCDOT shall adhere to the following conditions:
a. Clearing and Grubbing: In areas identified as Environmentally Sensitive Areas, the
Contractor may perform clearing operations, but not grubbing operations until
immediately prior to beginning grading operations as described in Article 200-1 of
the Standard Specifications. Only clearing operations (not grubbing) shall be
allowed in this buffer zone until immediately prior to beginning grading operations.
Erosion control devices shall be installed immediately following the clearing
operation;
b. Grading: Once grading operations begin in identified Environmentally Sensitive
Areas, work shall progress in a continuous manner until complete. All construction
within these areas shall progress in a continuous manner such that each phase is
complete and areas are permanently stabilized prior to beginning of next phase.
Failure on the part of the contractor to complete any phase of construction in a
continuous manner in Environmentally Sensitive Areas will be just cause for the
Engineer to direct the suspension of work in accordance with Article 108-7 of the
Standard Specifications;
c. Seeding and Mulching: Seeding and mulching shall be performed in accordance
with Section 1660 of the Standard Specifications and vegetative cover sufficient to
restrain erosion shall be installed immediately following grade establishment.
Seeding and mulching shall be performed on the areas disturbed by construction

immediately following final grade establishment. No appreciable time shall lapse
into the contract time without stabilization of slopes, ditches and other areas within
the Environmentally Sensitive Areas;
d. Stage Seeding: The work covered by this section shall consist of the establishment
of a vegetative cover on cut and fill slopes as grading progresses. Seeding and
mulching shall be done in stages on cut and fill slopes that are greater than 20 feet in
height measured along the slope, or greater than 2 acres in area. Each stage shall
not exceed the limits stated above;
e. All applicable practices from the following documents will be used during project
design and construction: Erosion and Sediment Control Design and Construction
Manual (NCDOT 2015); Stormwater Best Management Practices Toolbox (NCDOT
2014); and Best Management Practices for Construction and Maintenance Activities
(NCDOT 2003);
f. No direct discharge of deck drains over water will be allowed. Discharge from the
deck drains will be directed to dissipator pads located between the toe of the rip rap
stabilization and the water's edge.
Date: 2019.11.19
15:15:35-05'00'
Corps Regulatory Official:
Expiration Date of Verification: 3/18/2022
Date: 11/19/2019
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 the Customer Satisfaction Survey located at
http://corpsmapu.usace.g.M.mil/cm apex/f?p=136:4:0.
Copy furnished:
April Norton, NCDEQ-DWR, 1617 Mail Service Center, Raleigh, NC 27699

Compensatory Mitigation Responsibility Transfer Form
Permittee: NCDOT Environmental Analysis Unit (Attn: Michael Turchy) Action ID: SAW-2018-01859
Project Name: NCDOT / BR-0044 / Bridge 168 / NC 14/87 / Eden / Rockingham County / transportation County: Rockingham
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03010103, Roanoke River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
80
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03010103, Roanoke River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
160
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from NCDMS, confirming they are willing and able to accept the applicant's
compensatory mitigation responsibility, dated 9/4/2019 was included with the preconstruction notification.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1 j the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 3331 Heritage
Trade Drive, Suite 105, Wake Forest, NC 27587 (email: [e-mail]. mil). Questions regarding this form or
any of the permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: David E. Bailey
USACE Field Office: Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: [e-mail]
Date: 2019.11.19
15:15:20-05'00'
USACE Project Manager Signature
11/19/2019
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.miI

i figh\."a" North Carolina Department of Transportation
i( iYl li\vjiIt"r Highway Stormwater Program
STORMWATER MANAGEMENT PLAN""'s
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
_� �
WBS Element: 67044.1.1 TIP No.: BR-0044 Count ies : Rockingham Page 1 of 2
General Project InformatiolL
WBS Element:
67044.1.1 ITIP Number: BR-0044 Project Type: Bridge Replacement Date: 6/14/2019
NCDOT Contact:
David Stutts, PE Structures M mt Unit
Contractor / Desi ner:
AECOM/Gregory Cols, PE
Address:
NCDOT Century Center
1000 Birch Ridge Dr
Raleigh NC 27610
Address:
701 Corporate Center Drive
Raleigh, NC 27607
Suite 475
Phone:
919-707-6442
Phone:
9198546200
Email:
dstutts ncdot. ov
Email:
re o .cols
aecom.com
City/Town:
Eden
County(ies):
Rockingham
River Basins :
Roanoke
CAMA County?
No
Wetlands within Project Limits?
Yes
Project Descri lion
Project Length (lin. miles or feet):
0.427 mi Surrounding Land Use: Wooded, Rural
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
1.7 ac.
1.7 ac.
Typical Cross Section Description:
2 lanes of undivided highway with 12' lanes. Shoulder Berm Gutter with storm systems
and roadside ditches.
2 lanes of undivided highway with 12' lanes. All shoulder section. Roadside ditches.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 8400 Year: 2040
Existing: 8080 Year: 2020
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The existing 7 span (7@75') bridge on N Van Buren rd (NC 14/87) spans Smith River. The existing bridge was constructed in 1966 and consists of a reinforced concrete deck
on steel 1-beams. Several of the existing beams have considerable section loss as well as overall deterioration of various components of the bridge. The status of the bridge is
observed to be structurally deficient with a sufficiency rating of 69.06/100. The replacement bridge to be constructed slightly more north, is a 5 span (1@106', 3@113', 1 @75')
prestressed concrete girder bridge with 4' deep end bent caps. The proposed bridge deck drainage is collected by 6" diameter deck drains @ 12' spacings over the floodplain.
No deck drains discharge directly over Smith River. Roadway drainage on the east and west sides of the bridge is collected by a system of TB 2GI's discharging into a riprap
pad, which then dissipates into Smith River floodplain. Away from the bridge, surface runoff is collected in grass and rip -rap lined ditches and conveyed to natural outfalls.
Construction of the bridge will be accomplished using causeways, as no other practical option exists to minimize disturbance to the river. Causeways will be constructed in
phases to minimize the total concurrent impact to the river and limit total blockage of channel to 50% maximum. A shallow rockline precludes the use of temporary work bridges.
One unnamed tributary to the Smith River crosses the project to the west of the bridge. This UT is currently piped under the existing roadway. The pipe will be extended to
accomodate the relocated roadway with wider shoulders. Maximum steepest slopes are proposed to limit the amount of fill.
Wetlands exist within the project limits but are not disturbed by construction activities.
Waterbody Information
Surface Water Body (1): Smith River
NCDWR Stream Index No.:
22-40- 1
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply IV WS-IV
Supplemental Classification:
None
Other Stream Classification:
Impairments:
Benthos
Aquatic T&E Species?
Yes Comments: Roanoke to perch is an endangered freshwater fish found in the Smith River within the study area
NRTR Stream ID:
Smith River
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
Yes
I Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
INo
I (If yes, provide justification in the General Project Narrative)
I
(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)

I II
(Version 2.08; Released April 2018)
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
WBS Element: 67044.1.1 TIP No.: BR-0044
County(ies): Rockingham
Page 2
of 2
Additional Waterbody Information
Surface Water Body (2): UT to Smith River
NCDWR Stream Index No.:
22-40-(1)
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply IV WS-IV
Supplemental Classification:
None
Other Stream Classification:
Impairments:
Benthos
Aquatic T&E Species?
Yes Comments: Roanoke logperch is an endangered freshwater fish found in the Smith River within the study area
NRTR Stream ID:
SA
Buffer Rules in Effect:
N/A
Project Includes Bridge Spanning Water Body?
1yes
I Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer?
I N/A
Deck Drains Discharge Over Water Body?
IYes
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no,
General Project Narrative)
justify in the
(If yes, provide justification in the General Project Narrative)

14
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VICINITY MAP
See Sheet 1 A For Index of Sheets
See Sheet I B For Conventionol Symbols
< TO RIDGEWAY
SITE 1
BEGIN TIP PROJECT BR-0044
-L- STA,10f75,00
STATE OF NORTH CAROL INA
DIVISION OF HIGHWAYS
ROCKINGHAM COUNTY
LOCATION: BRIDGE NO.168 ON NC 14INC 87
IN. VAN B UREN RD) OVER
SMITH RIVER
TYPE OF WORK: GRADING, DRAINAGE, PAVING,
AND STRUCTURE
' MCP 0
OI-
2
WETLAND AND SURFACE WATER IMPACTS PERMIT
JUNE 2019
STATE
STATE PROIP,CT REFERENCE NO.
✓3REET
NQ
TOTAL
SI@ET&
BR-0044
9TATE PROl.N0.
.APROl. NO.
OL+9CRIPT[ON
67044.1.1
PE
PERMIT DRAWING
SHEET Ol OF 15
END TIP PROJECT BR-0044
-L- STA, 33f30,00
BEGIN
LSTA. /9 36.29
5
6
NC 14 INC 87
N. VAN BUREN RE
)I
-_
-
-------------------
\III \�� ------ =--- ---
END
-L- STA.24�-57.7/
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.
CLEARING ON THE PROJECT SHALL BE TO THE LIMITS
ESTABLISHED USING METHOD II
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES
-SITE 2
INCOMPL1ETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
A COM
HYDRAULICS ENGINEER
NC FIRM LICENSE No: F-0342
50 25 0 50 100
ADT 2020 = 8,080
701Corp 0rate Center Drive, Suite 475
Raleigh, NC 27607
NOI�Ppp
ADT 20KO ,400
�
LENGTH ROADWAY TIP PROJECT BR-0044= 0.328 MI
[phone] - [phone](FAX)
®�
��� O��®
o
1,9111110
2078 STANDARD SPECIPICATIONS
PLANS
D = 55 %
NEIL J. DEAN, P.E.
Pz.
SIGNATURE:
® a
50 25 0 50 loo
T = 12 % *
V = 60 MPH
* (TTST 10%+DUAL 2%)
LENGTH STRUCTURE TIP PRO
PROJECT BR-0044= 0.099 MI
J
TOTAL LENGTH TIP PROJECT BR-0044= 0.427 MI
RIGHT OF WAY DATE:
JUNE 14 2019
®�
OR
PROJECT ENGINEER
RADHA ATTALURI, P.E.
ROADWAY DESIGN
ENGINEER
PROFILE HORIZONTAL
(HORIZONTAL)
PROJECT DESIGN ENGINEER
10 5 0 10 20
FUNC CLASS=PRINCIPAL
LETTING DATE:
ARTERIAL
REGIONAL TIER
JANUARY 21, 2020
DAVID STUTTS, P.E.
P.E.
SIGNATURE,
NCDOT PROJECT MANAGER
PROFILE (VERTICAL)

PROJECT REFERENCE NO. SHEET NO.
BR-0044 4
RrW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
—L—
P E RM I T D RAW I N G P1 Sto /3+58.66 P/ Sto 16+00.61
A = 9 54' 445" (LT) 0 = 9' 53' 29.9" (RT)
SHEET 02 OF 15 DETAIL 1 DETAIL 3 D = 4' 05' 33.2a D = 4° 05' 33.2"
SPECIAL CUT DITCH WHINGETOE PROTECTION L = 242.20' L = 241.70'
( N. to swla 1—sale) T = 121.41' T = 12/J5'
Np,a,°, R R = 1,400.00' R = 1,400.00' INCOM]I�]�,]EJ' E` PLANS
Groaad 1�0((F-R' FILL
DPE e = 0.06 FT/FT e = 0.06 FT/FT DO NOT USE FOR /W ACQUISITION
NATURAL NC FIRM LICENSE 0
A.� oaourvD d F R.O. = I62.00' R.O. _ 162.00' Prepared in me Tow°"oorare "' ' o�i�e. s2l.e 4Ts
4.l D F\O� Slope GMTE%TIIf Office of:
4.0' I— Min. D= 1 Ff. d= 2 F. �O ��
(919)854-62009� 19191285/ 6259(FAXI
Type of Liner= 480 SF, PSRM Man. d= 1 Ft. G� 2�
Type of Liner= Goss II Rip-Rop NG NP DOCUMENT NOT CONSIDERED FINAL
FROM -L- STA. 12+50 LT TO -L- STA. 13+10 LT a'� UNLESS ALL SIGNATURES COMPLETED
FROM -L- STA. 13+75 LT TO -L- STA. 15+50 LT
105 TONS CL II RIP RAP, 195 SY GEOTE)TLE CYP
FROM -L- STA. 13+10 RT TO -L- STA 13+98 RT
60 TONS CL II RIP RAP, 110 SY GEOTEXTILE
O
100, 0' 100,
GRAPHIC SCALE
F
SITE 1
NO WETLAND IMPACTS
NO STREAM IMPACTS
0
F- F- DEt L 2
RfPLRAP AT EMBANKMENT
NCR to Scale)
10'min.
Dikh
Grade
GEOTEM LE
Type of Liner= 12 TONS,CL II Rip -Rap
Geatexlile= ]d
FROM -L- STA. 13+98 TO -L- STA. 14+19 RT
DISTURB
WETLANDS
101
NORMLI CE
BRADLEY B. & 4 B. NANCE
DB 1189 PG 814
PB 74 PG 3

SHEET NO.
PERMIT DRAWING
SHEET 03 OF 15
m
DETAIL 1
SPECIAL CUT DITCH wrHINGE
(Notro Smle)
N-1
Groeed
,fie Front
IT4.J D EXo Slope
4.0' F.— Min. D= 1 R.
Type of Line,- 480 SF, PSRM Moz. d= 1 Ft.
FROM -L- STA. 12+50 LT TO -L- STA. 13+10 LT
DETAIL 3
TOE PROTECTION
I Net le Scole)
♦0�0. FILL
caUN.
Q
d
d= 2 Ff.
GEOTExTILE
Type of Liner=
Class II Rip -Rap
FROM -L- STA. 13+75 LT TO -L- STA. 15+50 LT
105 TONS CL II RIP RAP, 195 SY GEOTEXTILE
FROM -L- STA. 13+10 RT TO -L- STA 13+98 RT
60 TONS CL II RIP RAP, 110 SY GEOTEXTILE
—L—
F/ Sto /3+58,66
P1 Sto 16+00.61
0 = 9' 54' 44.5e (LT)
Z� = 9' 53' 29.9" (RT)
D = 4' 05' 33.2e
D = 4" 05' 33.2'
L = 242.20'
L = 241.70'
T=121.41'
T=121.15'
R = 1,400.00'
R = 1,400.00'
e = 0.06 FT/FT
e = 0.06 FT/FT
R.O. = 162.00'
R.O. = 162.00'
19
PROJECT REFERENCE NO.
BR-0044
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR / W ACQUISITION
-pg,ed in the
of - d: iolCa �Oora1 CeniSt rNOrlve Sulte 97s
flalelgn, NC 21
G�\O nO\\ f9191854-6200 - 19191854-
9-62991FAX1
�G NP DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NPO

—L—
❑ETAIL 6
P1 Sto 16+00,61
P/ Sto 28+02.44
STANDARD BASE DITCH
0 = 9' 53' 29.9' (RT)
0 = 9' 58 272° (RT)
I N°"° 5co16,
D = 4' 05' 33.2e
L =
D = 4' 05' 33.2ne
L = 243.72
u
d9O
12IJ5'
T = l2/J5'
T = 122J7'
6„�,�,
R = 1x400.00'
R = 1x400.00'
MMm a 2 F:
e = 0A6 FT/FT
e = 0.06 FT/FT
b < 6.0' B= 4 Ft.
R.O. = /62.W
RA. = 162A0
b e d U-- 29 TONS, CL B Rip-Rop
FROM -L- STA. 23+80 LT TO STA.25+00 LT
N
(D
ECTION
XTAIL 3
TS
:, ee wall Lld
G)
�E-
FROM -I- STA. 13+75 LT TO -L- STA 15+50 LT
PERMIT DRAWING
SHEET 04 OF 15
O \ O
JONATHAN D.HALL
DB 1068 PO 116(PER CIS) [����
THIS DEED DOES NOT
DESCRIBE THIS PARCEL
I Nq b Swle1
b
Slope
060T0[ruE Min. D= 2 F1.
Max. d= 2 F.
'When B b < 6.0' B= 4 Ft.
Typo of Uner= 96 TONS, CL B Rip -Rap b= 5 Ff.
FROM -I- STA. 95+00 IT TO STA.-I- 29+00 LT
CONSTRUCTION CAUSEWAY
PHASE I
*NOTE: CAUSEWAY WILL ONLY BLOCK 1/2
OF THE STREAM PER PHASE
100, 0 100,
rrrrI
GRAPHIC SCALE
N�
-
PROJECT REFERENCE NO.
SHEET NO.
BR-0044
5
P,W SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
INCOMPLETE PLANS
DO NOT USR FOR, tW XC UFSETFON
P—p in A x ffdi EKExaT xe: F-e]W
oRox oR A_;■ mw n .
17GW/R
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
START TRANSITION FROM SPECIAL-,
LATERAL BASE DITCH TO LATERAL
BASE DITCH STA: 29+00
ti t
1 1 1
4' LATERAL BASE DITCH I I
EST. 2 TONS CL B RIP RAP SEE DET►.fL 7 t _
EST. 7 SY GEOTEXTILE
t �
FROM STA. 20+07 TO STA. 20+38 -L- LT
FROM STA. 20+38 TO STA. 20+79 -L- RT
FROM STA.23+35 TO STA. 23+93 -L- LT
FROM STA. 24+01 TO STA. 24+25 -L RT
QUANTITIES SHOWN FOR EACH PAD
EST, 5 SY oXTFJCDLE —
15+71 LT TO -L- STA. 15+76 LT

-L-
PL Sto 16+00.61
P1 Sto 28+02.44
= 9° 53' 29.9" (RT )
L = 9° 58' 27.2° (RT )
D = 4° 05' 33,2°
D = 4° 05' 33,2"
L = 241.70'
L = 243.72'
T = 121J5'
T = I22J7'
R = 1,400A0'
R = 1,400.00'
e = 0.06 FT/FT
e = 0.06 FT/FT
R.O. = 162.0(Y
R.O. = 162.00'
m
DETAIL 6
STANDARD BASE DITCH
I No1M 5mlel
Na1-1 N-1
Ground 7� �,� Ground
d D
Geotextlle B Min. D= 2 Ft.
Max. d= 2 Ft.
'When B rs < 60' B= 4 Ft.
Type of Liner= 29 TONS, CL B Rip -Rap
FROM -L- STA. 23+80 LT TO STA. 25+00 LT
N
100, '.1 100,
GRAPHIC SCALE
PERMIT DRAWING
SHEET 05 OF 15
G)
ATLAND RL-`!ERS, LLC\O\\
DE 1523 'G 2994
.TAIL 7
BASE
o E DITCH
\ \
.\ s
t",Ft. lope lC)
oe?eEr '
Min. D= 2 Ft. Ag Ss �Nlyp
Maz. d=F 2 H.
- 2 0
FROM STA. 20+07 TO STA. 20+38 -L- LT
FROM STA. 20+38 TO STA. 20+79 -L- RT
FROM STA. 23+35 TO STA. 23+93 -L- LT
FROM STA. 24+01 TO STA. 24+25 -L- RT
QUANTITIES SHOWN FOR EACH PAD
PROJECT REFERENCE NO. SHEET NO,
BR-0044 5
RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLE
PLANS
DO NOT USE FOR T
W ACQUISITION
Prepared in the
a at i4ECOM ,o' 9s a
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
C
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0

PERMIT DRAWING
SHEET Ob OF 15
TOE
PROTECTION
SEE DETAIL 3
11 TS
F.
PIPE OUTLET
30' 0' 30'
ri-rri
GRAPHIC SCALE
O
ENG �01p Toll
03
Np0
EST. 1 TONS
R;T _ 5 SY C
/► .fir Y An I
PR"CT REFERENCE NO.
SHEET NO.
BR-0044
5
RW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
INCOMPLElf ]E PLANS
DO NOT USE FOR / W ACQUISITION
ORfu oF.M K — LMMg . F-QQ
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

PROJECT REFERENCE NO. SHEET NO.
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RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
*NOTE: CAUSEWAY IL T ONLY BLOCK 1/2
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OF THE STREAM,SER PHASE
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INCOMPLE�PLANS
\ ..\ ol`SITE 2 \
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DECK D 'WSIPATOR PAD
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PROJECT REFERENCE NO. SHEET NO.
BR-0044 5
1
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WW SHEET NO.
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L W
�j *NOTE: CAUSEWAY IL -ONLY BLOCK 1/2OF THE STREAM 4ER PHASE W
Np NP TNC®MPl[alE ]E PLANS^\Pp 03 DO NOT USE FOR d W ACQUISITION
\V Prepared in the carp raM �Ic[rvs[ rvoi F-o saui+e a
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/ \T@ 101r9191854-62009� 9C91859 6259(FAX) ]5
DOCUMENT NOT CONSIDERED FINAL
�/w/ CLASS 11 RIP RAP UNLESS ALL SIGNATURES COMPLETED
�\ IT*7 (TYP.)
LASS II
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DENOTES TEMPORARY e\
IMPACTS IN SURFACE WAT
DECK DRAW � ✓s
DISSIPATOR PAD X
SEE DETAIL 5
DEMOLITION & CONSTRUCTION CAUSEWAY
PHASE II
30' 0' s I
GRAPHIC SCALE
`r@

PROJECT REFERENCE NO. SHEET NO.
BR-0044 5
L\ *NOTE: CAUSE
ONLY BLOCK
W
RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
a
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BR-0044 5
If
RNJ SHEET NO.
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\ Te
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SEE DETAIL 5 Te\
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,� BRIDGE #168
SEE DETAIL 5 CONC & STD
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DENOTES TEMPORARY � PERMIT DRAWING
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IMPACTS IN SURFACE WATER SHEET 12 OF 15

PROJECT REFERENCE NO. SHEET NO.
BR-0044 5
*NOTE: CAUSE ONLY CK lf1
W
RM1V SHEEP NO.
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ENGINEER ENGINEER
OF THE ST PHASE
pR\0 ,ZpO
INC®�i[ll�]L1E lE ll�]LA1�TS
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17 18
1
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BEGIN TIP PROJECT BR-00
EL = 633.21'
PI - 12+!
EL = 63
VC = 18C
K - 965
EXISTING GROUND
PIPE
HYDRA
LIC DATA
3
' -Ll - St
.14+79
DESI
N FREQUENCY
= 50
YRS
DESIGN
DISCHARGE
= 20.0
CFS
DESI
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VATION
= 583✓
FT
I00
AR
ELEVATION
= 583.2
FT
OVE
TOPPING
REQUENC
= 500+
YRS
OVEF,TOPPING
DISCHARGE
206D
CFS
tLtV =
- I- ST /
E EV = 62 .47
�7�
36'
PROJECT REFERENCE NO. SHEET NO.
BR-0044 7
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLE ]E PLANS
DO NOT USE FOR / W ACQUISITION
r in f e NC FIRM LICENSE No:F-0342
=eoe A —MCI 701 C-P ..+o Co,zt— o,wo. sm+o 475
/'7�♦V/I� emolon. NC I ,
19191854-6200 - 191. 854-6259(FA%)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR -L-
I PLAN VIEV
SEE S
EET 4
10 11 12 13 14 15
E
690
16.29
EN
BRIDGE
AW
I
590
--
Pl
27+70.0
VC
= 550'
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- --
V
55 MPH
570
0.YR=564.1'
p
CLASS II R
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_
EMOUTION &
CONSTRUCTI
PHASE I
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- —
__ — __ —
- —
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ASE II
CAUSEWAY
_--
'-----
— _ _
—
_
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— C S
I RIP RAP
TEMPORAR
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WORK PAD
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OP ELEVATI
TWO FEET
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OBSE
ERD WSE
CIA55
ON T
RIP RA
P V DEPTP
10 /2
18 =542.3
(TYPO
LASS II RIP RAP
540
1.1:1
LOPE
(TYP.)
530
FOR -L-
PLAN V/F
V SEES
EET 5
19 20 21 22 23 24 25 26 27 28 29

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS URFA E WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
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)
Stabilization
Channel
Impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Stabilization
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
-L- 15+24 to 15+73
36" ALT Pipe
< 0.01
< 0.01
80
10
1
j -L- 15+73 to 15+80
Bank Stabilization
< 0.01
10
2
-L- 20+93 to 24+00
Bridge (all phases)
0.47
280
TOTALS*:
< 0.01
< 0.01
0.47
80
10
290
0
*Rounded totals are sum of actual impacts
NOTES:
Stream Temporary impacts due to causeways are the net total when all 3 phases are considered together.
Bridge Pier Permanent Impact Area (Not included in above quantities) = 118sf (Three 60" dia piers x 2 bents)
2018 Feb
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
6/14/2019
ROCKINGHAM COUNTY
BR-0044
67044.1.1
SHEET 15
OF 15

Action ID Number: SAW-2018-01859 County: Rockingham
Permittee: NCDOT Environmental Analysis Unit, Attn: Michael Turchy
Project Name: NCDOT / BR-0044 / Bridge 168 / NC 14/87 / Eden / Rockingham County / transportation
Date Verification Issued: 11/19/2019
Project Manager: David E. Bailey
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: David E. Bailey
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
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

Determination of Jurisdiction:
A. ® 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). 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. Please note, if work is authorized by either a general or nationwide permit, and
you wish to request an appeal of an approved JD, the appeal must be received by the Corps and the appeal process
concluded prior to the commencement of any work in waters of the United States and prior to any work that could alter
the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and 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.
C. ❑ There are waters, including wetlands within the above described project area that are 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.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued _. Action ID: _.
Basis For Determination: See the Preliminary Jurisdictional Determination form dated 11/19/2019.
Remarks: None.
E. 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.
F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and C above).
This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
/:dim Date: 2019.11.1915:14:32
Corps Regulatory Official:-05'00'
David E. Bailey
Date of JD: 11/19/2019 Expiration Date of JD: Not applicable

SAW-2018-01859
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
A licant: NCDOT Environmental Analysis Unit (Attn: Michael Turch File Number: SAW-2018-01859 Date: 11/19/2019
Attached
is:
See Section below
PROFFERED PERMIT Standard Permit or Letter of ermission
A
RED PERMIT Standard Permit or Letter of ermission
B
DENIAL
LAPPROVED
C
JURISDICTIONAL DETERMINATION
D
INARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.q=.mil/Missions/CivilWorks/Re ugulatoryProjzramandPermits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

SAW-2018-01859
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Phillip Shannin, Administrative Appeal Review Officer
Attn: David E. Bailey
CESAD-PDO
Raleigh Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room 1OM15
3331 Heritage Trade Drive, Suite 105
Atlanta, Georgia 30303-8801
Wake Forest, North Carolina 27587
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportuni to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David E. Bailey, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]