20181060 Ver 3_R-4467 Modification Nationwide CAMA Perquimans October 2 2019_20191017

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
October 2, 2019
JAMEs H. TROGDON, III
SECRETARY
Kyle Barnes Greg Daisey
NCDOT Coordinator -Division One NC Dept. of Environmental Quality
United States Army Corps of Engineers Division of Coastal Management
2407 West Fifth Street 400 Commerce Avenue
Washington, NC 27889-1000 Morehead City, NC 28557
Subject: Modification Request for the Section 404 Nationwide Permit 14, Section 10
Permit, Section 401 Water Quality Certification, and CAMA Major
Development Permit for US 17 Business / NC 37 from Hertford to north of NC
37; including replacement of Bridge No. 8 in Perquimans County, TIP Number
R-4467, Division 1. Debit $570 from WBS Element 35748.3.2
Reference: SAW-2018-01572; NCDWR Project No. 20181060;
CAMA Permit Number 47-19
Dear Sirs:
In an application dated July 29, 2019, the North Carolina Department of Transportation
(NCDOT) proposed a modification to the permits for the Subject project for a laydown yard and
office site (Figures 1 and 2). Based on comments received from the agency field review and the
Public Notice, the following information is being provided.
The proposed via a 30' x 200' steel trestle has been shifted slightly to the west (Figure 1). This
has reduced the hand clearing from 0.20 acre to 0.18 acre. The trestle will be supported by
twelve 30" piles, nine of which will be in wetlands and three in surface waters. A five-foot wide
swath will be hand cleared on either side of the trestle, except for an approximately 50' x 65' at
the end, which will be needed for the crane to load/unload material. Construction of the trestle is
proposed to commence upon receipt of the modification, and will be removed upon project
completion, estimated at June 2021.
The trestle would result in the followings impacts:
• 0.18 ac hand clearing in wetlands
• <0.01 ac temporary fill in wetlands
• <0.01 ac temporary fill in surface waters
Updated permit drawings that include a trestle profile on Sheet 4 of 5 are included. Due the
minimal amount of increase in temporary fill from the piles, the rounded amounts authorized in
the initial permits, temporary fill amounts remain unchanged.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: [phone] LOCATION:
ENVIRONMENTAL. ANALYSIS UNIT FAX: [phone] CENTURY CENTER, BUILDING A
1598 MAIL SERVICE CENTER 1000 BIRCH RIDGE DRIVE
RALEIGH NC 27699-1598 WEesLTE: NCDOT.GOV RALEIGH NC, 276104328

Thank you for your assistance with this project. If you have any questions or need additional
information, please contact Jason Dilday at [e-mail] or (919) 707-61 11. A copy
of this permit modification request and its distribution list will also be posted on the NCDOT
website at https://connect.ncdot.gov/resources/Environmental/Pages.
Sincerely,
AO-Z c�-g-
P_, Philip S. Harris, II1, P.E., C.P.M.
` Environmental Analysis Unit Head
cc: NCDOT Permit Application Standard Distribution List

�G\�EERI* Prepared For:
or
y of xoerx ca
O rn
US 17 Business / NC 37
Replacement of Bridge No. 8
TIP No. R-4467
Laydown Yard Trestle
Location Revision
Perquimans County, North Carolina
Date:
July 2019
Scale:
0 20 40 Feet
I I I
Job No..
17-107
Drawn By:
Checked By:
KEMS
MGW
Figure

i
• ,
V
W
0
m
0
CHI
1 See Sheet 1-B For Conventional Symbols
WINFALL
END
37 7
BU
17 0 0
/
\ j BEGIN
1edii /
d
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HERTFORD
P,,q,,immu River
�a
VICINITY MAP (NTS) OFF -SITE DETOUR
-L- STA. 24 + 75.00
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PERQUIMANS COUNTY
LOCATION: US 17 BUSINESS INC 37 (NORTH CHURCH STREET)
FROM SOUTH OF THE PERQUIMANS RIVER BRIDGE TO
NORTH OF NC 37 (WINFALL BOULEVARD)
9iA18
BTATB PRIM— RBPBRBNCB Na
R-4467
W." PROD. Na
P. A.PRa.N0.
0H8CRIP1'ION
35748.3.2
WA
TYPE OF WORK: GRADING, DRAINAGE, PAVING, LIGHTING
SIGNALS, SIGNING, ITS & STRUCTURES
STAGING WETLAND AND STREAM IMPACTS
I
zl
PERQUIMANS RIVER 1
TI
SWING SPAN
SITE 1-r
HISTORIC
HERTFORD 37 PERQUIMANS RIVER
BUS OLD ��
J
1 G� BEGIN CONSTRUCTION
��Q ( -Y3- STA. 10+00.00
O �
BEGIN CONSTRUCTION
NOTES: -Y2- STA. 11+25.00
1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
2. THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF HERTFORD AND THE TOWN OF WINFALL.
3. DESIGN EXCEPTION REQUIRED FOR HORIZONTAL STOPPING SIGHT DISTANCE AND SUPERELVATION AT -L- PI STATION 28+26.83.
GRAPHIC SCALES
50 25 0 50 100
_ice
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5_ 0 10 20_
PROFILE (VERTICAL)
DESIGN DATA
ADT 2017 — 10,100
ADT 2037 = 16,500
SOUTH APPROACH & BRIDGE
V = 30 MPH
FUNC. CLASS. = URBAN COLLECTOR
NORTH OF BRIDGE
V = 50 MPH
FUNC. CLASS. = RURAL COLLECTOR
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT R-4467......... 0.296 mi
LENGTH STRUCTURE TIP PROJECT R-4467........ 0.509 mi
TOTAL LENGTH TIP PROJECT R-4467................ 0.805 mi
NCDOT CONTACT
K. Zak Hamidi, P.E.
PRO,/ECT ENGINEER - DESIGNBUILDGROUP
(O
37
END TIP PROJECT R-4467
-L- STA. 67+30.00
-Y4- STA. 10+
STRUCTION Tp BUS
+00 00 ,P 17
O
PLANS PREPARED BY:
o RIDGE IEL PPER Y KSUI UP
DRIVE SUITE 2 6G
AL N, NORTH c O FIH; 2]609
RIK � AL RIUGN RUN
I NCLICENSE NO.
McLean
FOR NORTH CAROLINA
GO MTgACTfNO COM PAWV
DEPARTMENT OF TRANSPORTATION
2012 ,STANDARD SPECIFICATIONS
Michael T. Merritt, P.E.
PROJECT ENGINEER
LETTING DATE:
Anthony A. Houser, P.E.
JANUARY 2, 2018
PROJECT DESIGN
ENGINEER
'HYDRA ULICS
ENGINEER
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PERMIT DRAWING
SHEET 1 OF 5
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PREPARED ON:7-23-2019
REVISED: 9-26-2019
P.E.
SIGNATURE:
ROADWAY
DESIGN
ENGINEER

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900 Ridgefield 0me Suite 350 i Raleigh, Nonh Carolina 27609-3960
NC License No F 0112
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SHEET 4 OF 5
PREPARED ON:9-26-2019
REVISED: 9-26-2019
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WETLAND AND SURACE WATER IMPACTS SUMMARY FROM UTILITIES
WETLAND IMPACTS SURFACE 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)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
N/A
TEMPORARY TRESTLE
< 0.01
0.18
< 0.01
TOTALS*:
< 0.01
0.18
< 0.01
0
0
0
*Rounded totals are sum of actual impacts
NOTES:
TEMPORARY PILE IMPACTS IN SURFACE WATER 44.2 SF, TEMPORARY PILE IMPACTS IN SURFACE WATER 14.7 SF
red on 7-23-2019
9-26-2019