20200142 Ver 1_B4484_CAMAMajor_IP_Revision_031220_20200312

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
March 11, 2020
Mr. Tom Steffens
U.S. Army Corps of Engineers
Washington Regulatory Field Office
Post Office Box 1000
Washington, NC 27889-1000
J. ERIC BOYETTE
SECRETARY
Mr. Stephen Lane
N.C. Dept. of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Subject: Revision of Application for CAMA Major Development Permit, Section 404 and
Section 10 Individual Permit, Section 401 Water Quality Certification, and Neuse
River Buffer Authorization for the Proposed Replacement of Bridges 138 and 139 over
the Neuse River on SR 14770 (Maple Cypress Road) in Craven County, North Carolina.
TIP B-4484. Debit Permit Fees from WBS No. 33723.1.2
Dear Sirs:
As provided in the September 30, 2019 permit application, the North Carolina Department of
Transportation (NCDOT) proposes to replace the existing bridges 138 and 139 over the Neuse River in
Craven County with a parallel bridges to the northwest. The purpose of this letter is to revise the impacts
requested under the Coastal Area Management Act (CAMA) Major Development Permit, Clean Water
Act (CWA) Section 404 Individual Permit, a CWA Section 401 Water Quality Certification, and Rivers
and Harbors Act (RHA) Section 10.
Upon further evaluation and discussions related to the status of the two existing 84" corrugated metal
pipes (CMPs) at Station 49+00, NCDOT has determined that upgrading these pipes during the proposed
bridge construction would be the most efficient method to repair the pipes, while allowing traffic to be
maintained on the roadway. As a result, a temporary dike and construction access will be required on the
downstream end of the pipes to facilitate the slip -lining activities.
Impacts to jurisdictional wetlands as well as surface waters for B-4484 are summarized below in Tables 1
and 2. The only change resulting from this revision is a 0.03 acre temporary wetland impact increase at
Site 2 reflected in the revised Table 1 (from the original cover letter), and the revised Impact Drawings
and Summary Table attached. No changes to riparian buffer impacts will occur as a result of the slip
lining.
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Customer Service: 1-877-368-4968 2815 ROUSE ROAD EXTENSION
HIGHWAY DIVISION 2 KINSTON, NC 28504
2815 ROUSE ROAD EXTENSION Webstte.' www.ncdot.gov W.riCQOt.gOV
KINSTON, NC 28504

TIP B-4484 CAMA Major and Individual Permit Application Revision
March 11, 2020
Table 1: Wetland Impacts
Permit
Wetland Biotic Communities
Permanent
Temporary
Drawing
(2014 NRTR)
Wetland Type
Impacts
Impacts
Site Number
(ac.)
ac.
1
Riverine Swamp Forest /
404
0.74
-
Bottomland Hardwood Forest
2
Riverine Swamp Forest /
404
1.76
0.42
Bottomland Hardwood Forest
Total:
2.5
0.42
- Permanent Impacts represent permanent excavation, fill, and mechanized clearing
- Temporary Impacts represent temporary fill (work platform) and construction access (hand clearing)
- Totals represent the cumulative area of each site (not rounded per site) so differ slightly from individual site impacts
Temporary Wetland Impacts: There will be 0.29 acre of temporary wetland impacts for dewatering and
construction access associated with the channel relocation within the Neuse River floodplain at Site 2, as
well as the proposed slip lining of the two 84" CMPs. The remaining temporary wetland impacts from
the original permit application have not changed, and include bridge demolition (0.03 acre) and
temporary work platform (0.1 acre).
We request that this updated temporary wetland impact be included in the permit approvals for this
project. If you have any questions regarding this information or need additional documentation, please
contact meat [phone] or [e-mail].
Sincerely,
DocuSigned by:
Lf/
OA3613E20902472...
Casey Whitley, PE PLS
Division 2
cc: NCDOT Permit Application Standard Distribution List
Garcy Ward, NCDWR
Jay Johnson, NCDOT Division 2
Jennifer Farino, P.E., RS&H
Phil May, Carolina Ecosystems, Inc.
Attachments:
- Permit Impact Drawings
- Impact Summary Table

Hi North Carolina Department of Transportation
Highway Stormwater Program .r�.
STORMWATER MANAGEMENT PLAN
(Version 2.06; Released June 2016) FOR NCDOT PROJECTS im
WBS Element: 33723.1.2 TIP No.: B-4484 County(ies): Craven Page 1 of 1
General Project Information
WBS Element:
33723.1.2 ITIP Number: B-4484 Project Type: Bridge replacement Date: 8/7/2019
NCDOT Contact:
Hon Yeun , PE
Contractor / Desi ner:
Richard Bollinger, PE
Address:
1037 W.H. Smith Blvd.
Greenville, NC 27835
Address:
8521 Six Forks Rd. Suite 400
Raleigh, NC 27615
Phone:
252 439-2827
Phone:
919 926-4105
Email:
[e-mail]
Email:
[e-mail]
City/Town:
Ft. Barnwell
Coun(ies :
Craven
River Basin(s):
Neuse
ICAMA County?
I Yes
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
0.701 miles Surrounding Land Use: lWoods, Farmland, Residential
Project Built -Upon Area ac.
Proposed Project
4.0 ac.
Existing Site
3.0 ac.
Typical Cross Section Description:
Bridge 138: Two 11' lanes with 8' total shoulder width
Bridge 139: Two 11' lanes with 9' total shoulder width
Bridge 138: Two 12' lanes with 1.5' shoulders
Bridge 139: Two 12' lanes with 3' shoulders
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 2279 Year: 2039
Existing: 1863 Year: 2019
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
This is a bridge replacement project. The existing Bridge 138 over the Neuse River is 1 @40'3"; 5@40'; 1 @60'; 6@40; 1 @40.3" RC floor in I -beams. The proposed bridge will
go upstream from existing crossing. Proposed Bridge 138 is a 6@100' 54" girder bridge with 4' caps. The bridge will have 2 drop inlets at the end of the approach slab to collect
deck drainage with a single outlet to the side of the bridge. Rip rap pads will be used at all ditch outlets to reduce flows into wetlands.
The existing Bridge 139 over the Neuse River overflow is a 4@45' prestressed concrete cored slab bridge. The proposed bridge will go upstream from existing crossing.
Proposed Bridge 139 is a 4@100' 54" girder bridge with 4' caps. The bridge will have 2 drop inlets at the end of the approach slab to collect deck drainage with a single outlet to
the side of the bridge. Rip rap pads will be used at all ditch outlets to reduce flows into wetlands.
Retaining walls are being used along the upstream side of the project where practicable to minimize wetland impacts.
NCDOT will attempt to avoid and minimize impacts to streams to the greatest extent practicable during project design.
OwWaterbody Information
Surface Water Body 1): Neuse River
NCDWR Stream Index No.:
27-(85)
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters Sw
(NSW)
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Neuse River
Buffer Rules in Effect: Neuse
Project Includes Bridge Spanning Water Body?
Yes
Deck Drains Discharge Over Buffer? INo
Dissipator Pads Provided in Buffer? INo
Deck Drains Discharge Over Water Body?
No
(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)

STATE OF NORTH CAROI ILA
HHEET E
TEATLS
YlAI1 QIAT8PROIR REPRRRN(BN0. ND
Dkd B-4484 �
DIVISION OF HIGHWAYS
LPq�`RIPI'ION
1460 / las.
—' 1459
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CRAVEN C 0 UNTY
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1456 1457 1454
LOCATION: REPLACE BRIDGES NO.138 & 139 OVER NEUSE
1
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PROJECT LOCATION
- � �-
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RIVER AND NEUSE RIVER OVERFLOW ON
PERMIT DRAWING
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SR 1470 (MAPLE CYPRESS ROAD)
OF 15 ,
SHEET 11472
1470 ' 11450
N
TYPE OF WORK: GRADING, DRAINAGE, PAVING, RETAINING WALLS,
V
14714°°°
AND STRUCTURES
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147
WETLAND AND SURFACE WATER IMPACTS PERMIT
VICINITY MAP N.T.S.
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SITE 1
7
�
SITE 2
4 6
END TIP PROJECT B -4484
-Ll - POC Sta. 54+00.00
END CONSTRUCTION
I - I- POT STA14+50.00
NEUSE RIVER
; END BRIDGE END BRIDGE
- -___
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BEGIN TIP PROJECT B-4484
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-
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IN(IOMPLETE PLAN$
DO NOT USE FOR R/ W ACQUISITION
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
DOCUMENr NOT CONSIDERED FIN AL
UNLESS ALL SIGNATURES COMPLETED
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
V
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
PREPARED /N THE OFFICE OF:
1520 SOUTH BOULEVARD, SUITE 200
HYDRA ULICS ENGINEER
ADT 2019 = 1863
RSWCHARLOTTE, NC 28203
50
25 0 50 100
,
ADT 2039 = 2,279
K 12 %
LENGTH
ROADWAY TIP PROJECT B-4484 = 0.512 MILE
NC FIRM LICENSE No: F-0493
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
®� NOR N
�0
PLANS
2018 STANDARD SPECIFICATIONS
D = 60 %
—
LENGTH STRUCTURE TIP PROJECT B-4484 - 0.189 MILE
P.E.
50
25 0 50 100
0 *
T = 10 /o
TOTAL
LENGTH
TIP PROJECT B-4484 0.701 MILE
RIGHT OF WAY DATE:
JENNIFER FARING, PE
SIGNATURE:
PROJECT ENGINEER
V = 60 MPH
-
MARCH 7, 2019
DREW MORROW, PE
ROADWAY DESIGN
ENGINEER
a
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PROFILE HORIZONTAL
(HORIZONTAL)
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PROJECT DESIGN ENGINEER
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10
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FUNC CLASS = MAJOR
LETTING DATE:
HON YEUNG, PENCDOT
THK
COLLECTOR
APRIL 21, 2020
PESIGNATURE:
CONTACTPROFILE
(VERTICAL) lk
SUB -REGIONAL TIER

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RAY (�, HEATH
�\ FOR -D*I- PROF/LE. SEE SHEET l0
FOR -Ll- PROF/LE. SEE SHEET 9

PROJECT REFERENCE NO. I SHEET NO.
'T
ru
10
UJ
W
W
(Al
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F-
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INSET A '\-,
DETAIL D
CHANNEL CHANGE
Not to Scale)
b Natural
r�yyaa Proposed Groun=� _
Fill Slope
d :) D
GEOTE"ILE B Esist. Channel
Mi, D= 1.5 Ft.
M_ d = 1.5 Ft.
B= 8.0 Ft.
Type of Liner —Class "I" Granite Rip Rap b= 5.0 to 12.0 Ft.
FROM —1-1— STA. 48+80 TO STA. 50+50 LT
EST. CLASS "I" GRANITE RIP RAP = 106 TONS
EST. GEOTEXTILE = 234 Sy
EST. DDE = 120 CY
SITE 2
LINDA EL VCKEEL. ET AL
0
HAROLD HARGETT JR & TONYA H.BYRD
F.1Vn TTP PROTFrT R-44R4
—1-.1— l'Vu J l AAI. J5F t VV.VV
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RW SHEET NO,
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
OO1
APO $ ti
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RSaf
NC FIRM LICENSE No: F-0493
PERMIT DRAWING
SHEET 8 OF 15
FOR -Ll - PROFILE. SEE SHEET -LI - PROFILE. SEE SHEET 91

INSET A
B
DETAIL D
CHANNEL CHANGE
( Not to Scale)
b Nv urol
Proposed Groon=� �
�ptar Fill Slope
Taroun d D N 1'ift.
GEOTEXTILE B �Eust. Channel
Min. D= 1.1 1
Max. d= 1.5 Ft.
B= 8.0 Ff
Type of Line —Class "I" Granite Rip Rap b= 5.O to 12.0 Ft.
FROM -Ll- STA. 48+80 TO STA. 50+50 LT
EST. CLASS "I" GRANITE RIP RAP = 106 TONS
EST. GEOTEVILE = 234 SY
EST. DDE = 120 CY
LINDA B. VCKEEL, ET AL
SITE 2
0
HAROLD HARGETT JR & TONYA H. BYRD
L rVY" ""Z"I T77Z-1 F ' " 11 A011
JUDY K. HEATH
/ iSBKO
✓/ 00�
7
APO
PROJECT REFERENCE NO.
SHEET NO.
B-
7
RW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RS&H
NC FIRM LICENSE No: F-0493
PERMIT DRAWING
SHEET 9 OF 15
z
m°
5 32'51'25"
77.8
FOR -LI- PROFILE. SEE SHEET 9 I

:::::::::: UMMU:::: UMMUMN
"""""�IIIIIIII�

WETLAND AND SURACE WATER IMPACTS SUMMARY
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
-1-1- 17+85 RT
Exist. 12" CMP Removal
< 0.01
1
-1-1- 19+41 LT
Rip Rap Outlets
< 0.01
< 0.01
1
-1-1- 20+50 RT
Rip Rap Outlet
< 0.01
< 0.01
1
-1-1- 20+62 to 22+28 LT
Ret Wall / Fill / Work Platform
0.07
0.19
1
-1-1- 27+85 to 32+70 LT
Ret Wall / Fill / Work Platform
0.36
0.10
1
-1-1- 29+73 RT
Rip Rap Outlet
< 0.01
2
-1-1- 39+17 LT
Roadway Fill Slope
0.03
2
-1-1- 39+62 RT
Roadway Cut Slope
< 0.01
2
-1-1- 39+71 to 40+45 RT
Roadway Cut Slope
0.04
2
-1-1- 39+00 to 43+32
Proposed Bridge / Work Platform
0.82
2
-1-1- 42+26 to 43+32 RT
Roadway Cut Slope
0.07
2
-1-1- 43+32 to 51+32 LT
Proposed Roadway/Fill Slope
0.61
0.08
2
-1-1- 48+60 to 50+66 LT
Channel Relocation
< 0.01
0.27
0.09
2
-1-1- 48+90 RT
Temporary Dike for Slipline
0.03
2
-1-1- 53+00 LT
Roadway Fill Slope
< 0.01
2
-1-1- 52+97 RT
Roadway Fill Slope
< 0.01
TOTALS*:
1 1.09
0.29
0.20
1.20
0
0
0
*Rounded totals are sum of actual impacts
NOTES:
Total permanent Wetland Impacts due to proposed piles = 38 sq.ft.
Total permanent SW Impacts due to proposed piles = 141 sq.ft.
Temp Work Platform
Based on 20' or shorter spans, with pile rows 2' long and the full width of the platform (both conservative):
Temporary Fill in Wetlands = 4,567 sq.ft and Temporary Surface Water Impacts = 2,905 sq.ft
Revised 2016 09 09