20191527 Ver 1_SAW-2016-00301 NWP 14 for Sams Branch Greenway_20191105

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT

Action Id. SAW-2016-00301 County: Johnston U.S.G.S. Quad: NC-Clayton

GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION

Permittee: Town of Clayton
David DeYoung
Address: 111 East Second Street
Clayton, NC 27520
Telephone Number: 919-553-5002
E-mail: [e-mail]

Size (acres) 21.5 acres Nearest Town Clayton
Nearest Waterway Sam’s Branch River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.665472
Longitude: -78.450852

Location description: The project corridor consists of the proposed Sam’s Branch Greenway trail easement that will span from
an existing greenway trail at O’Neil Street and run west 1.25 miles to the trail’s proposed terminus at Legend Park and City
Road in the Town of Clayton, Johnston County, North Carolina. The project corridor is situated adjacent to Sam’s Branch.

Description of projects area and activity: This verification authorizes the permanent discharge of 10 linear feet of fill material
into an intermittent UT to Sam’s Branch for the construction of a riprap lined Special Cut Ditch for erosion control along the
greenway trail and the temporary impact to 0.04 acre of wetlands for hand clearing of forested wetlands in order to construct
elevated boardwalks.

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 5/15/2018, and the enclosed plans entitled “Sam’s Branch Greenway Phase II”
dated 5/11/2018. 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 Morehead City, NC, at [phone].

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 Ross Sullivan at 919-554-4884 ext. 25 or [e-mail].

Corps Regulatory Official: _____________________________________________________ Date: 6/28/2018
Expiration Date of Verification: 03/18/2022

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 the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0

Copy furnished:

Agent: Ecological Engineering, LLP
David Cooper
Address: 1151 Southeast Cary Parkway
Cary, NC 27518
Telephone Number: 919-557-0929
E-mail: [e-mail]

Action ID Number: SAW-2016-00301 County: Johnston

Permittee: Town of Clayton, David DeYoung

Project Name: Sam’s Branch Greenway Phase II - O’Neil Street to City Road

Date Verification Issued: 6/28/2018

Project Manager: Ross Sullivan

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: Ross Sullivan
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

TOWN OF CLAYTON
JOHNSTON COUNTY
NORTH CAROLINA
SAM'S BRANCH GREENWAY
PHASE II
LO CATI O N :
FROM CITY ROAD TO O'NEIL STREET
TYPE OF WORK:
GRADING, PAVING, STRUCTURE,
DRAINAGE, & EROSION CONTROL
NCDOT TIP: U-5530LB
WBS: ---------------
FA# -----------------
PERMIT DRAWING
SHEET 1 OF 9
INDEX OF SHEETS
4-9
X-1 THRU X-11
BUFFER AND WETLAND AND SURFACE WATER IMPACTS PERMIT
REVISED: MAY 2018
TITLE
PLAN AND PROFILE SHEETS
CROSS SECTION SHEETS
1"=50'
50 25 0 50 100
l l
PLANS
GRAPHIC SCALES
1"=50'
50 25 0 50 100
PROFILE (HORIZONTAL)
7"=10'
70 5 0 10 20
PROFILE (VERTICAL)
DESIGN DATA
DESIGN SPEED = 20 MPH
LEAN ANGLE = 20 DEGREES
FUNC. CLASSIFICATION = GREENWAY
25% SUBMITTAL MARCH 9, 2015
PROJECT LENGTH
LENGTH OF ASPHALT TRAIL = 1.23 MI
LENGTH OF BOARDWALK = .05 MI
LENGTH OF BRIDGE _ .01 MI
LENGTH OF PROJECT = 1.29 MI
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HYDRAULICS ENGINEER
ECOLOGICAL ` ENGINEERING
DATE: SEPTEMBER 11. 201:
DATE
2018-OS-11
H 14009.00
WETLAND PERMIT IMPACT SUMMARY
HBnd Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (FromlTo) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
ELEVATED BOARDWALK &
1 -L- STA. 20+00 EROSION CONTROL < 0.01 10.00
4 STA. 47+Z5 TO STA. 47 ELEVATED BOARDWALK < 0.01
5 STA. 47+75 TO STA. 47 < 0.01
7 STA. 55+91 TO STA. 56 ELEVATED BOARDWALK < 0.01
8 STA. 56+63 TO STA. 57 ELEVATED BOARDWALK 0.02
10 STA. 61+81 TO STA. 62 ELEVATED BOARDWALK 0.01
TOTALS': 0.04
Rounded totals are sum of actual impacts
NOTES:
TOTALS*: 0.04 < 0.01 10 0 0
Rounded totals are sum of actual impacts
NOTES:
BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. STRUCTURE SIZE / TYPE STATION (MAP ID) CROSSING BRIDGE IMPACT (ft2) (ftz) (ftz) (ft2) (ftz) (ft2) (ftz) (ft2)
L- STA. 19+44 TO STA.
1 ELEVATED BOARDWALK 21+00 X 4245 2282 6527
L- STA. 32+56 TO STA.
2 60' BRIDGE 35+63 X 3557 3318 6875
L- STA. 46+13 TO STA.
3 46+61 X 0 153 153
L- STA. 51+g7 TO STA.
6 ELEVATED BOARDWALK 53+20 X 3222 1416 4638
L- STA. 60+68 TO STA.
9 ELEVATED BOARDWALK 62+28 X 1144 2909 4053
L- STA. 64+g4 TO STA.
11 ELEVATED BOARDWALK 66+27 X 3466 1332 4798
L- STA. 70+83 TO STA.
12 ELEVATED BOARDWALK 72+15 X 3674 1453 5127
TOTAL: ssos 12863 32171
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
DENOTES IMPACTS IN
SURFACE WATER a BEGIN GRADE
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DATE: SEPTEMBER 11, 201:
aevrscorvs:
25Q NO. DATE
1. 2018-OS-11
24O PROJECT NO.:
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DATE: SEPTEMBER 11, 201:
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1. 2018-OS-11
ZOO PROJECT NO.:
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ALLOWABLE IMPACTS ZONE 1
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BEGIN BOARDWALK #5 END BOARDWALK #5 _ IL- STA. 65 + 45.00 -L- STA. 65 + 85.00
EL = 191.79' EL = 191.33' — - - ---
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EL = /93.46'
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L- STA. 71 + 20.00 -L- STA. 71 + 50.00 -G- STA. 15 + 00.00 -- --
EL = 188.92' EL = 189.23' EL. = 178.93 : -
r Pl= 69+50A0 P1= 74+20.00 _
200
EL = 187J3' i I EL = 182.35' Pl = 76t50A0 -
t VC = 80' VC = 50' EL = 17885' --, '
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7---- — ----------- -- .. . . -- __-.- .. _ -:
I ENGINEERING
r J3•OQ I DATE:SEPTEMBER 11, 201i- O.i(OG;! ' i yy,i — _--__ (-.4000% - -- - - aevrsiorvs:
qn, _ _ ZS„WI (-FJO BOO . . . _ _ . _ _ . . _ . HO NO. DATE
Pl = 7/t80.00 ____ _ _
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Z EL = 18955' XISTING GRADE AT a i
r VC = 50' CL OF GREENWAY Pl = 75t30A0 ,
c'' EL = l8/9Y z ti F'(IN ITl,FI I_T ... .. . . ... .
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