20210955 Ver 1_B-4786 General Pitt December 21 2021_20211221

ONITED STATES DEPARTMENT OF COMMERCE
National Oceanic and Atmospheric Administration
NATIONAL MARINE FISHERIES SERVICE
Southeast Regional Office
263 131h Avenue South
St. Petersburg, Florida 33701-5505
https:llwww.fisheries.noaa.govlregionlsoutheast
09/30/2019
Philip S. Harris III, P.E., CPM, Unit Head
North Carolina Department of Transportation
Environmental Analysis Unit
1598 Mail Service Center
Raleigh, North Carolina 27699
Dear Mr. Harris:
F/SER31:KBD
SERO-2019-01281
This letter responds to your request for consultation with the National Marine Fisheries Service
(NMFS), pursuant to Section 7 of the Endangered Species Act (ESA) for the following action.
SERO Number
Project Type
SERO-2019-01281
NCDOT Bridge replacement (TIP No. B-4786)
Consultation History
We received your letter requesting consultation on May 22, 2019, and initiated consultation that
day. We had further correspondence on additional details of the project on August 20-21, 2019.
The project has been assigned a tracking number in our new NMFS Environmental Consultation
Organizer (ECO), SERO-2019-01281. Please refer to this number in any future inquiries
regarding this project.
Proiect Location
Address
Latitude/Longitude
Water body
Greenville, Pitt County,
North Carolina
35.618239°N, 77.390028°W
(North American Datum 1983)
Tar River

Image of the project location and surrounding area (©2019 Google)
Existing Site Conditions
The project site is located on northbound US 13 over Tar River, in Greenville, Pitt County, North
Carolina. The existing bridge, Number 38, was built in 1955 and is 540 feet (ft) long with 12
spans and 7 bents in the water. The river is 330 ft wide at the project site. The river is non -tidal,
and benthic conditions are described as silty sands, and fine to coarse sands with small traces of
gravel. The project site is located in freshwater (above the saltwater wedge) approximately 57
miles from its confluence with Pamlico Sound. Water depth in the project area ranges from 3 to
10 ft deep. The project location is located in Atlantic sturgeon critical habitat Carolina Unit 2.
Project Description
The applicant proposes to replace the existing 12-span bridge with a new 8-span bridge; a 550-ft
superstructure, with 5 bents within the open waters of the river. The bridge bents will be
constructed of drilled shafts, which are also known as cast -in -place piles. A temporary work
bridge will be required during construction and will most likely be constructed of 30-inch
diameter pipe piles. The actual number and size of the piles has not been determined by the
contractor yet, but will most likely be installed by vibratory hammer. There will be 0.0058 acres
of permanent streambed impact due to the drilled shafts. The clearance above normal water
elevation is 30 ft. All bents and piles of the existing bridge and temporary work bridge will be
removed, upon project completion. The bents and piles from the existing bridge and temporary
work bridge will either be removed by extracting them or cutting them below grade.
Construction Conditions
An in -water moratorium is in effect between February 15 and September 30 to prevent the
disruption of Atlantic sturgeon spawning runs/migration activities. No equipment or
2

construction materials of any type shall be allowed to be placed or fall into the river during this
time period. During the work period, construction may be done from temporary work bridges, as
long as these features were installed outside of the restricted season.
The contractor will comply with North Carolina Department of Transportation's (NCDOT) Best
Management Practices (BMPs) for Bridge Demolition and Removal. Additionally, NCDOT will
follow all stream crossing guidelines for anadromous fish passage, as well as implement NCDOT
Design Standards in Sensitive Watersheds. Debris will be disposed of in accordance with
Section 802 of the 2012 Standard Specifications. Compliance includes:
• Existing bridge piles in the navigation channel will be removed completely, unless not
practicable, and piles located in wetland areas will be cut off below the mudline to
minimize overall disturbance.
• The use of turbidity curtains will be evaluated for areas with sufficient depth, but lower
velocity. Turbidity will be monitored during in -water work to ensure compliance with
state water quality standards.
• Non -shattering methods will be implemented (no explosives) for bridge removal. No
bridge deck or substructure components will be dropped in the water.
• Loose debris and road surface materials will be removed prior to demolition to minimize
the potential for turbidity and contaminant discharge.
Effects Determination for Species the Action Agency or NMFS Believes May Be Affected
by the Proposed Action
Species
ESA Listing
Status
Action Agency
Effect
Determination
NMFS Effect
Determination
Fish
Atlantic sturgeon (Carolina DPS)
E
NLAA
NLAA
E = endangered; NLAA = may affect, not likely to adversely affect
3

Carolina Unit 2
Tar -Pamlico Unit Map 2
■
l-tacky Mount
—35°30'N
Tarbor
77"30'W 77°W
Tar -Pamlico
Project site
Neuse
$ D 5 10 20 30 40
,Kilometers
Miles
5 10 20 30 ( 40
77°30W
I
NORTH CAROLINA
Roanoke
New Bern
Legend
Critical Habitat
Washington
77; W
f lymouth
76°30W
36°N—
Hyde
r
aeaufort
Pamiicc
35°N —
, 75430'W
{ r
NC
r
\S�r�
GA
Area of Detail
FL
This map is provided for illustrative purposes only of Atlantic sturgeon critical habitat.
For the precise legal definition of critical habitat, please refer to the narrative description.
The project is located in Atlantic sturgeon critical habitat Carolina Unit 2, Tar -Pamlico Unit.
The physical and biological features (PBFs) of the critical habitat are described in the table
below. We believe the proposed action may affect the PBFs: hard substrate, unobstructed water
of appropriate depth, and water quality. Since the project is located in freshwater, PBF 2 will not
occur in the action area.
4

Atlantic Sturgeon Critical Habitat PBFs and their Purpose/Function
PBF
Purpose/Function of PBF
Hard
Substrate
(PBF 1)
Hard bottom substrate (e.g.,
rock, cobble, gravel, limestone,
boulder, etc.) in low salinity
waters (i.e., 0.0-0.5 parts per
trillion [ppt] range)
Necessary for settlement of fertilized
eggs, refuge, growth, and development of
early life stages
Salinity
Gradient and
Soft Substrate
(PBF 2)
Aquatic habitat with a gradual
downstream salinity gradient of
0.5 ppt up to as high as 30 ppt
and soft substrate (e.g., sand,
mud) between the river mouth
and spawning sites
Necessary for juvenile foraging and
physiological development
Unobstructed
Water of
Appropriate
Depth
(PBF 3)
Water of appropriate depth and
absent physical barriers to
passage (e.g., locks, dams,
thermal plumes, turbidity,
sound, reservoirs, gear, etc.)
between the river mouth and
spawning sites
Necessary to support:
• Unimpeded movement of adults to
and from spawning sites
• Seasonal and physiologically
dependent movement of juvenile
Atlantic sturgeon to appropriate
salinity zones within the river estuary
• Staging, resting, or holding of
subadults or spawning condition
adults. Water depths in main river
channels must also be deep enough (at
least 1.2 meter) to ensure continuous
flow in the main channel at all times
when any sturgeon life stage would be
in the river
Water Quality
(PBF 4)
Water quality conditions,
especially in the bottom meter
of the water column, with the
appropriate combination of
temperature and oxygen values
Necessary to support:
• Spawning
• Annual and inter -annual adult,
subadult, larval, and juvenile survival
• Larval, juvenile, and subadult growth,
development, and recruitment.
Appropriate temperature and oxygen
values will vary interdependently,
and depending on salinity in a
particular habitat.
For example, 6.0 milligrams per liter
(mg/L) DO or greater likely supports
juvenile rearing habitat, whereas DO less
than 5.0 mg/L for longer than 30 days is
less likely to support rearing when water
temperature is greater than 25 °C. In
temperatures greater than 26 °C, DO
greater than 4.3 mg/L is needed to protect
5

Atlantic Sturgeon Critical Habitat PBFs and their Purpose/Function
PBF
Purpose/Function of PBF
survival and growth. Temperatures of 13
to 26 °C likely support spawning habitat.
Analysis of Potential Routes of Effects to Species
During in -water construction, Atlantic sturgeon may be physically injured if struck by
construction equipment or materials during installation of the temporary work bridges or the
cast -in -place piles. However, by restricting in -water work outside of the in -water work
moratorium of February 15-September 30, we believe the likelihood of sturgeon presence in this
portion of the river coinciding with in -water construction is not expected and therefore we do not
expect effects to sturgeon during in -water construction.
Atlantic sturgeon could be affected by the placement of temporary in -water structures (e.g.,
temporary work bridges) in areas that may serve as migration, foraging or refuge habitat.
However, these structures will be installed outside of the work moratorium and after they are
constructed they will not block upstream access, and will be removed after bridge construction is
completed. Therefore, we believe the effect to Atlantic sturgeon from the placement of
temporary in -water structures will be insignificant. Atlantic sturgeon are opportunistic feeders
that forage over large areas and the area of temporary impact is relatively small (0.0058 acres)
compared to the surrounding area available. Further, once the temporary structures are removed,
sturgeon can use the area for foraging and refuge again.
Analysis of Potential Routes of Effect to Critical Habitat
Hard substrate (PBF 1) necessary for the settlement of fertilized eggs and refuge, growth, and
development of early life stages may be affected by the installation of piles. The river contains
pebble (gravel -size rock) that may serve as a critical function for egg, larvae, and adult sturgeon
growth and spawning. However, we believe this effect to PBF 1 will be insignificant. The
temporary work bridge piles and permanent new bridge piles will only affect small portions of
the main channel. The new bridge will be of similar size and location as the existing bridge, and
also have less bents therefore allowing for more available substrate. The available substrate
surrounding the permanent and temporary work bridges will continue to support these early life
stages, and once the temporary work bridges are removed, these areas of hard substrate will
become accessible again.
Unobstructed water of appropriate depth (PBF 3) that supports staging, resting, holding, or
movement of various life stages of Atlantic sturgeon may be affected by the installation of piles
and temporary work structures. We believe the obstructions created by the installation of piles
will have an insignificant effect on PBF 3 because the temporary work bridges and permanent
bridge piles will only affect small portions of the main channel. The temporary work bridges
will be removed at the end of the project's construction. While the placement of the work
bridges will have a temporary effect on water depth (deeper upstream, shallower downstream),
these effects will be localized, and will not affect the overall depth of the river in this area since
sufficient passage will be maintained within a portion of the river at all times during
construction. In addition, sedimentation effects are not anticipated to reach a level that would
create a depth barrier, and the implementation of the construction moratorium will ensure there is
no noise barrier to migrating individuals in the event they are present in the river.
6

Water quality (PBF 4) supporting important life functions, such as growth and reproduction, of
various life stages of Atlantic sturgeon may be affected by temporary and highly localized
turbidity and associated effects on suitable water temperature and oxygen values caused during
installation of piles and temporary work bridges. Turbidity curtains will be used to contain
turbidity; therefore, we believe the effects to PBF 4 from any small amount of turbidity that may
escape will be insignificant. We also expect construction -induced turbidity to be temporary and
settle out within a period of time. Additionally, no in -water work will occur between February
15 and September 30 to prevent sturgeon from being exposed to elevated turbidity levels during
times of the year when they might be present in the project area.
Conclusion
Because all potential project effects to listed species and critical habitat were found to be
discountable, insignificant, or beneficial, we conclude that the proposed action is not likely to
adversely affect listed species and critical habitat under NIVIFS's purview. This concludes your
consultation responsibilities under the ESA for species under NMFS's purview. Consultation
must be reinitiated if a take occurs or new information reveals effects of the action not previously
considered, or if the identified action is subsequently modified in a manner that causes an effect
to the listed species or critical habitat in a manner or to an extent not previously considered, or if
a new species is listed or critical habitat designated that may be affected by the identified action.
NMFS's findings on the project's potential effects are based on the project description in this
response. Any changes to the proposed action may negate the findings of this consultation and
may require reinitiation of consultation with NMFS.
We look forward to further cooperation with you on other projects to ensure the conservation of
our threatened and endangered marine species and designated critical habitat. If you have any
questions on this consultation please contact Kay Davy, Consultation Biologist, at (727) 415-
9271, or by email at [e-mail].
for
File: 1514-22.L.1
Sincerely,
REECE.KARLA DIgitaIIysignedby
R E E C E. KAR L A. M 1365885962
. M.1365885962 Date' 2019.09.30142622-04'00'
David Bernhart
Assistant Regional Administrator
for Protected Resources
7

U.S. Department of
Homeland Security
United States
Coast Guard
Commander 431 Crawford Street
United States Coast Guard Portsmouth, VA. 23704-5004
Fifth Coast Guard District Staff Symbol: dpb
Phone: [phone]
Fax: [phone]
Email: Kashanda.I.bookerauscq.mil
CGDFiveBridaesausco.mil
16591
15 FEB 2019
Mr. Phillip Harris, P.E.
North Carolina Department of Transportation
Environmental Analysis Unit Head
1598 Mail Service Center
Raleigh, NC 27610
Dear Mr. Harris:
Coast Guard review of your proposed project as provided in an email dated Nov 29, 2018, from
Mr. Greg Purvis with Wetherill Engineering, on behalf of the North Carolina Department of
Transportation, is complete.
Based on the documentation provided and our research, it is determined that a Coast Guard
bridge permit will not be required for the proposed highway fixed bridge, US 13/Memorial Drive
over Tar River, in Pitt County, NC. (35.618239, -77.390028)
The project will be placed in our Coast Guard Authorization Act of 1982 exemption category for
the location and structure described above and is valid for five years from the date of this
letter. The Coast Guard Authorization Act of 1982 exempts bridge projects from Coast Guard
Bridge permits when the bridge project crosses non -tidal waters which are not used, susceptible
to use in their natural condition, or susceptible to use by reasonable improvement as a means to
transport interstate commerce. The following conditions apply to this determination:
a. If the construction project on the above bridge does not commence within this time, you
must contact this office for reaffirmation of this determination.
b. Future bridge projects along the above waterway will have to be independently evaluated
before they may be considered for placement in the Advance Approval category. This
includes modification, replacement and removal of the above bridge, following its initial
construction.
In addition, the requirement to display navigational lighting at the aforementioned bridge is
hereby waived, as per Title 33 Code of Federal Regulations, Part 118.40(b). This waiver may be
rescinded at any time in the future should nighttime navigation through the proposed bridge be
increased to a level determined by the District Commander to warrant lighting.
The fact that a Coast Guard bridge permit is not required does not relieve you of the
responsibility for compliance with the requirements of any other Federal, State, or local agency
who may have jurisdiction over any aspect of the project.

16591
15 FEB 2019
If you have any further questions, please contact Ms. Kashanda Booker at the above listed address
or telephone number.
Sincerely,
/<):
HAL R. PITTS
Bridge Program Manager
By direction
Copy: CG Sector North Carolina, Waterways Management
U. S. Army Corps of Engineers, North Carolina District
Federal Highways Administration, North Carolina Division
2

Submitted 12/21/2021
Hig4Way
North Carolina Department of Transportation f' 4°k
Highway Stormwater Program \,../��1
STORMWATER MANAGEMENT PLAN �° ^^
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 38222.1.FR2 TIP No.: B-4786 County(ies): Pitt Page 1 of 1
General Project Information
WBS Element:
38222.1.FR2 TIP Number: B-4786 Project Type: Bridge Replacement Date: 12/28/2018
NCDOT Contact:
Jacquelyn Bowles, PE
Contractor / Designer:
TGS Engineers (David B. Petty, PE)
Address:
1590 Mail Service Center
Raleigh, NC 27699-1590
Address:
706 Hillsborough Street
Suite 200
Raleigh NC, 27603
Phone:
919-773-8887 ext. 104
Phone:
919-707-6559
Email:
[e-mail]
Email:
[e-mail]
City/Town:
Greenville
County(ies):
Pitt
River Basin(s):
Tar -Pamlico
CAMA County?
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
1250 ft. Surrounding Land Use: Residential and Commercial Development, Forest
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
1.1 ac.
0.9 ac.
Typical Cross Section Description:
Two 12' paved travel lanes with 4' to 10' paved shoulders and 2' to 3' grass shoulders.
Two 12' paved travel lanes with 3' to 10' paved and 3' grassed shoulders.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 17250 (northbound only) Year: 2039
Existing: 13800 (northbound only) Year: 2019
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
Replacement of Bridge No. 730038 (northbound bridge) on US 13 over the Tar River. Proposed 550' long by 41' wide 8-span bridge to replace existing 541' long by 33.5' wide
12-span bridge.
Runoff on the existing bridge discharges directly in the Tar River; however, the proposed bridge will have no direct discharge into the river. Stormwater runoff from the proposed
bridge is to flow to grated inlets on each side of the bridge then flow down the systems and outlet well outside buffers where it will be diffused with riprap pads. All proposed
stormwater runoff is discharged at the lowest practicable velocities.
The existing bridge has seven bents in the Tar River which will be removed. The proposed bridge will have five bents in the river.
A temporary work bridge (conceptual footprint shown on sheet 4) is proposed for removal of the existing bridge and construction of the proposed bridge. The impacts shown
due to temporary fill in wetlands are for the anticipated temporary fill to build access roads on each side of the river from ends of temporary work bridge out along embankments
and then up 20' high embankments.
Waterbod Information
Surface Water Body (1):
Tar River
NCDWR Stream Index No.:
28-(94)
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters (NSW)
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Yes Comments: per Aquatic Species Survey Report dated 8/1/2018: may affect/not likely adversely the Tar River Spinymussel & the Yellow Lance
NRTR Stream ID:
Buffer Rules in Effect: Tar -Pamlico
Project Includes Bridge Spanning Water Body?
Yes
Deck Drains Discharge Over Buffer? No
Dissipator Pads Provided in Buffer? No
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 Na rative)

Submitted 12/21/2021
09/08/99
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See Sheet 1A For Index of Sheets
See Sheet 1B For Conventional Plan Sheet Symbols
See Sheet 1C- 1 Through 1C-? For Survey Control Sheets
VICINITY MAP
STATE OF N OITH CA
(VISION OF HI
I1
OLIN
WAYS
PITT COUNTY
LOCATION: REPLACE BRIDGE NO.38 OVER THE TAR RIVER
ON US 13 IN GREENVILLE
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE
STATE
STATE PROJECT REFERENCE N0.
SHEET NO.
TOTAL
N.C.SHEETS
B-4786
1
STATE PRO. NO.
P. A PROF NO.
DESCRIPTION
38222.1.FR2
BRSTP-0013(041)
PE
38222.2.2
BRSTP-0013(041)
R'W, UTIL
PERMIT DRAWING
SHEET 1 OF 9
WETLAND AND SURFACE WATER IMPACTS PERMIT
�P
BEGIN TIP PROJECT B-4786
-L- STA. 22 + 00.00
BEGIN CONSTRUCTION
-L- STA. 17 + 59.45
„\s/‘4c \A''`'9°.3
L/ 5 A3 O�i�P �X°
MEN` os
EXISTING SIGNAL
4
BEGIN BRIDGE
-L- STA. 25+28.00
2
SITE 1
BRIDGE NO. 39
BRIDGE NO. 38
. \
-2- \
END BRIDGE
-L- STA. 30 + 78.00
\ \ 1) J (OVERFLOW
US 13 /NC 11 /NC 903 I
(MEMORIAL DR.) SBL
US 13 /NC 11 /NC 903
(ME AL DR.) NBL
SITE 2
TO
AR RIVER 153E
,OV
END CONSTRUCTION
-L- STA. 38 + 12.09
END TIP PROJECT B-4786
L- STA. 34 + 50.00
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II .
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF GREENVILLE.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
50 25 0 50
100
DESIGN DATA
ADT 2019 = 13800 NBL
14740 SBL
ADT 2039 = 17250 NBL
K = 8 %
D = 55 %
T = 6 % *
V = 50 MPH
* TTST =3% DUAL 3%
FUNC CLASS =
PRINCIPAL ARTERIAL
REGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT B-4786
LENGTH STRUCTURES TIP PROJECT B-4786
=
=
0.133 mile
0.104 mile
Prepared
DIVISION OF
1000 Birch Ridge Dr.,
TGS TGS ENGINEERS
Ncm=ees o6HILLseoRoucHsr
Far:
HIGHWAYS
Raleigh NC, 27610
PH [phone]
CORP. LICENSE NO.:
C-0275
HYDRAULICS ENGINEER
P.E.
PLANS
50 25 0 50
100
SUITE 200
RALEIGH, NC 27603
2018 STANDARD SPECIFICATIONS
V. MARCUS LOWERY, PE
SIGNATURE:
TOTAL LENGTH TIP PROJECT B-4786
=
0.237 mile
ROADWAY DESIGN
ENGINEER
P. E.
RIGHT OF WAY DATE:
MAY 18, 2018
PROFILE (HORIZONTAL)
10 5 0 10
20
PROJECT ENGINEER
DAVID STUTTS, PE
LETTING DATE:
DECEMBER 17, 2019
NCDOT CONTACT
PROFILE (VERTICAL)
SIGNATURE:
1

Si ihmittPr1 17/71 /7n71
DENOTES TEMPORARY
FILL IN WETLAND
BEGIN TIP PROJECT B-4786
—L— POC Sta. 22 + 00.00
PROJECT REFERENCE NO.
B-4786
RAY SHEET NO
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS
'_nb�
TGS ENGINEERS
706 HILLSBOROUGH ST. SUITE 200
RALEIGH, NC 27603
PH (019) 773-88 7
CORP. LICENSE NO.: C-0275
PITT COUNTY
BRIDGE #730038
APPROX. LOCATION OF PROPOSED
SOUTH TAR RIVER GREENWAY,
PHASE 3 )E8-5539)
PERMIT DRAWING
SHEET 2 OF 9
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2' CIP
SITE 1
DRAINAGE EASEMENT
20' SOUTH TAR RIVER GREENWAT EASEMENT
APPROX. LOCATION OF PROPOSED
SOUTH TAR RIVER GREENWAY,
PHASE 3 1E8-5539)IBY OTHERS)
USE ROCK PLATING FROM
-L- STA 23 175 /-
TO 25+49
EXTEND ROCK PLATING LIMITS
TO 2.5:1 SLOPES
CLASS II RIP RAP

�i ihmittPr1 12/71 /21)71
CO
PITT COUNTY
BRIDGE #730038
PROJECT REFERENCE NO. SHEET NO.
B-4786 04
RAY SHEET NO
DENOTES TEMPORARY
FILL IN WETLAND
PERMIT DRAWING
SHEET 3 OF 9
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30. C .*' 'f% i
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-///
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�/ / 7..---
i /
/
i
50' 100'
25'
SEE SHEET 06 FOR -L- PROFILE
of04-
UZN
RADII DIMENSIONS ARE TO FACE OF CURB (FiC) UNLESS OTHERWISE NOTED
S G.
J�ygSE
CONCEPTUAL TEMPORARY ACCESS
ROAD (CONTRACTOR DESIGNED)
BEGIN TIP PROJECT B-4786
—L— POC Sta. 22 + 00.00
P ACHE G
pR
72'x�x
CHL
▪ NATA:t'
.. LUN
cL
IAISY MIT % \. MGHS
AG.
I \
r PLY
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i.
��E 1��...p:__ ' �— = `+ -eEY IUEMORIPL DR•I SBL VPR� ¢II
G\ �. ,, __ _ -i —� us C II/NC 903 II
_A Pi..,, i _—�- - fir -G- - ��_ = =.
• _ C
✓� i� ��
��� �uRl 4HRI _—
�—
5504,444
WOODS
APPROX. LOCATION OF PROPOSED
SOUTH TAR RIVER GREENWAY,
PHASE 3 )EB-5539)
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS
ERGINEE2S
TGS ENGINEERS
706 HILLSBOROUGH ST. SUITE 200
RALEIGH, NC 27603
PH (019) 773-88 7
CORP. LICENSE NO.: C-0275
JOHN PAGE HEIRS
( E
13/NC
MIL CANOPY
/ WARTANI
• 851•C
i
Sl�ti /THE STATE HIGH
Ss � PUBLIC WORKS
4. re,
, yc a
F-P
GREENVILLE UTIIOIES COMMISSION
Sui ILIiY EGSENENi
IE�iV��
SITE 1
Irlyirdipz
( /
\EI O \\ 1\ DRAIN AGE EASEMENT \ \ I/
D' SLIJl T\ RIIIkER GREET1WAV EA,S LTiNT
APPEO L CATION R RIVER OF P/ROP`OSED
r\\D�AREPsSSNEE9}8Y OTHER
a � $
TQ G FROM
25.) 49+7- RT
EXTEND ROCK PLATING LIMITS
TO 2.5.1 SLOPES
CLASS II RIP RAP -
WOODS
W

O
1\
DENOTES TEMPORARY
FILL IN WETLAND
v2
-11
CALVIN 'ECKETT HERS
USE ROCK PLATING FROM
-L- STA 23+75+,'
TO 25 149 I ,'- RT
EXTEND ROCK PLATING LIMITS
TO 2.5:1 SLOPES
CLASS II RIP RAP
WOODS
Submitted 12/21/2021
PERMIT DRAWING
SHEET 4 OF 9
PITT COUNTY -CITY OF GREENVILLE
AIRPORT AUTHORITY
is
APPROX. LOCATION OF PROPOSED
SOUTH TAR RIVER GREENWAY, PHASE 3 (EB-5539)(BY OTHERS)
20" P9C TE�.Es
E 30' UTILITY EPSEUE
SITE 1
W0005
MINIMUM
70 FT. GAP
END TIP PROJECT B-4786
-L- POT Sta. 34 + 50.00
CONTRACTOR SHALL MAINTAIN MINIMUM
70 FT. GAP FOR DURATION OF CONSTRUCTION
RETAIN
CONTACTOR MAY ELECT TO INSTALL A CONTINUOUS
TEMPORARY WORK BRIDGE WITH MINIMUM LOW
CHORD ELEVATION OF 23 FT.
18' CAR
CONC
F
0
2GI 15" 2GI
RCP-IV14:,,'
iritiree r
10.111111101010.1
WIWIPMVIVI
pitirlitarifi
FAteeilitittlf ELBOW
WHIM
MTL
PITT COUNTY
BRIDGE #730038
FALLOW
EXISTING F/N
PLACE STEEL PLATE
/DURING 2GI DETOUR
III 8" CAR
11
Z REMOVE 2GI �I
OONC II
PROJECT REFERENCE NO
B-4786
RAY SHEET NO
ROADWAY DESIGN
ENGINEER
SHEET NO
05
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS
ERGINEE2S
TGS ENGINEERS
706 HILLSBOROUGH ST. SUITE 200
RALEIGH, NC 27603
PH [phone]
CORP. LICENSE NO.: C-0275
\_ \\ FALLOW
F F F F — -BLS p,LIL 2GI■
— — — — — 2GI 15" RCP -It TB,
B 2GI 15"
CLASS BI
RIP RAP
15" RCP -IV 2
USE ROCK PLATING FROM
-L- STA 30+87
TO 31+75+,' RT
EXTEND ROCK PLATING L
1 CLASS 2.5:1 SLOPES
II RIP RAP
711
2
WOODS
O
CONCEPTUAL TEMPORARY WORK
BRIDGE (CONTRACTOR DESIGNED)
50' 0' 50' 100'
25'
THE HISTORIC HIGH WATER MARK COULD NOT BE
DETERMINED BY PHYSICAL OR PAROLE EVIDENCE
PITT COUNTY -CITY OF GREE
AIRPORT AUTHORITY
CONCEPTUAL TE
ROAD (CONTRA
PORARY ACCESS
TOR DESIGNED)
TFO--
24' FnC
TEMPORARY FILL IN WETLANDS
SITE 2
FALLOW
EXISTING FUN
1 F0—
FSS
TAR F
�FS

Submitted 2/21 /202 1
PITT COUNTY
BRIDGE #730038
PROJECT REFERENCE NO.
SHEET NO.
B-4786
05
CO
co
DENOTES TEMPORARY
FILL IN WETLAND
A
\\V\
V A ` \ \\�A
VAAVA--�-v�A\�\�
ice^ _--1--����
/ C Stu 1 1 / �Avg ��,
\�� \\\\\\\\\�\—\`
------/,-
----
PERMIT DRAWING
SHEET 5 OF 9
PITT COUNTY -CITY OF GREENVILLE
AIRPORT AUTHORITY
\\
\11���� \ Cam\ 1
�\ \\\
\\\
\\\\\ W0005
VAA�A
AA\\VAVA j f 7)/ 4 U /
OVE CB �
J
I // 11111
N) i — \ 1\ \
— — 0 11/2\
I 0hu
It II
Kell
USE ROCK PLATING FROM
-L- STA 23+75+,'
TO 25 149I,'- RT
EXTEND ROCK PLATING LIMITS
TO 2.5:1 SLOPES
CLASS II RIP RAP
END TIP PROJECT B-4786
-L- POT Sta. 34 + 50.00
CONTRACTOR SHALL MAINTAIN MINIMUM
70 FT. GAP FOR DURATION OF CONSTRUCTION
Ck\
\
�I1111111��1<<�A`I�7 d�� �\ �V v/2 All �?t--
1 �1Vv d� P. E4G w �� vVA VA 7�I -MIN 70\F , G
\\ ` s 70 \F1L GAP
„ �' VER GRENpy�YSP w-553`9 >•THERS) \
1 7'. l 1VAA I( -
�J ��� A� ✓\\/
1�j /VA �
_- d1 y/
CONTACTOR MAY ELECT TO INSTALL A CONTINUOUS
TEMPORARY WORK BRIDGE WITH MINIMUM LOW
CHORD ELEVATION OF 23 FT.
RIN SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS
ERG N-E2S
TGS ENGINEERS
706 HILLSBOROUGH ST. SUITE 200
RALEIGH, NC 27603
PH [phone]
CORP. LICENSE NO.: C-0275
� I
1 1 V A V A\ �\ �1
'1: 1
d. : V J� \ \ \ �.�
fA /
—
_� ——_¢�------_--_-----_7=1 _—__�—__—zc_=_____=_clF='FLAG------_ �
J _— —y�—�1 _� =--_ \RETAI --—_ - --___ � == _----- / I�
REMOVE 26I LOlJC'IIIdT--_�
1 I /
--c�——_—�--_ II I A L
ez D 2Gr s c • zGl P 15-- 2GI ��v
SITE 1
�0��� F` --��F fi F?E \
.�\14i\;\'
:k,F imp
2GI
\ 1 e.
RIR RAP
V / f
\ USE ROCK PLATING FROM
\ \ / TO S3T1+73N+7RT,
\ - J/ EXTEND/ROCK 2PLATING
TO 2.5':1 SLOPES
�� CLASS 11 RIP RAP /
WOODS /
'•7• 12' AC 25 _EMU'—_—_-
--
—J
T - T
CONCEPTUAL TEMPORARY WORK PITT
BRIDGE (CONTRACTOR DESIGNED)
50' 0' 50' 100'
25'
THE HISTORIC HIGH WATER BARK COULD NOT BE
DETERMINED BY PHYSICAL OR PAROLE EVIDENCE
COUNTY -CITY OF GREE
AIRPORT AUTHORITY
CONCEPTUAL TE
ROAD (CONTRA
SITE 2
247-3
�F�— E\
,f55.0 i55 pfvoL
YV
E E
- i 1
\ /
v,
\TlAR
l

�i ihmittprl 17/71 /71)71
TGS
ENGINEERS
PROJECT REFERENCE NO.
B-4786
SHEET NO.
06
+4+4
,049
+4+4
,049
PERMIT DRAWING
SHEET 6 OF 9
-L-
US 13
-�G lrrrrlrrrwo
BM'I ELEVATION = 9235'
N 68270I' E 2977939'
-L- STA. /5+33 50'RT.
BM -A RR SPIKE SET IN BASE OF 36' TWIN 1
WATER OAK 172" DIAMETER BASE)
Tin
TGS ENGINEERS
706 HILLSBOROUGH ST. SUITE 200
RALEIGH. NC 27603
PH [phone]
CORP. LICENSE NO.: C-0275
EXISTING GROUND
PROPOSED GRADE
LEFT DITCH GRADE
RIGHT DITCH GRADE
BM" 2 ELEVATION = 3223'
N 683236' E 2978/19'
-L- STA. 21+09 39' RT.
1 BM-8 RR SPIKE SET IN BASE OF l4• ELM
nmosrev"
man 11LS9
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
r
I■I%Va1i111:1::rr111i1rGnOp.I/I. ri 110J1,1/1F
.aC7E:
i7
UTIID/11111JIIN21141/31i1WIVE_ I r11/
ca
■a7r_
a
z
In JJ
mmiC7-7M
PI = 23+50.00
EL = 2736'
VC = 250'
K=/93
7G_r
C7_1.
iaG�c=7s73 mm
ti:7nDr■S—'amu
'i'•JE
l
V
•II :q11>rrn.- 11 -.n:� nrn.�rr rn earl I AML
r�e.1171 1'u
- � ll' i11C riIJ�JII
iiS'III IL!P:EN! lrlr■1■`i7 lnn1IL 'JI/l rivvmo ,.r.P r77.i
\�r I:Il�9 ■1111 rl■P:111 Ibd 11N'I0 I\■■■ %iVl•TI�7.
1
11
12
13
14
15
16
17
18
19
20
21
22
23
24
60
40
1
20
10
0
- 10
- 20
CON
MINI
. ,
TRA
MU
•
TOR SHALL MAINTAIN
.
70 FT. GAP FOR
O
O
•
F
N
TACTOR
2
3
1
FT
.
MAY ELECT TO INSTALL A
■
gib m.
I3Ir ir.7.
STA. 25 +; 8.00
PI = 28+00.00
EL = 31.70'
VC = 650'
K = 342
-L-
US 13
M141 !Ma 7a2i
!11111,_
1U
11111111111111111111
uuuuuuuu11
PI = 33+50.00
= EL = 26.59'
VC = 200'
= K = 649
8M•4 ELEVATION = 24.66'
N 684485' E 2978968'
-L- STA. 36+24 /9'RT.
BM-D RR SPIKE SET IN ASPHALT SHOULDER
■ !!!
5 -, ': /1 III
14A/4TA/N LA/ST
fMLL&FL
it\�1♦
AginI
I
'kOPOSED
XCG PATIC N
ELEV.
Chi N C
ROAD
EPTI
C
IMM
IAL TEM
ONTRAC
I
PORARY ACCESS
TQR CESIONED)
IMES
L._i��
11
11
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I I
11
J
11
11
11
11
I In■■■■■■11■■■■LinE!
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rah l
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11
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11
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1
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a MOMUL EMAIL• ■EA M111I.{•7■ ALLA1111S.IIE o■II■ ■
m,i1MTVEVVVIVERWMGVI'Mk ME
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RY
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RIC
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+OA
11111111111111111111111111111111111111111111
BM'3 ELEVATION = 26.69'
N 684/09' E 2978695'
-L- STA 31+55 17'RT.
BM-C RR SPIKE SET IN ASPHALT SHOULDER
C
D
E
'TUA
CO
L
NT
TE
RA
M
P
CT
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE
DESIGN FREQUENCY
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY =
BASE HW ELEVATION
ORARY ACCESS OVERTOPPING DISCHARGE =
DR DESIGNED) OVERTOPPING FREQUENCY=
OVERTOPPING ELEVATION =
6RIDC (C
C
NT
RA
C
T
O
R
D
E
S
G
N
E
D
DATE OF SITE VISIT
WS.ELEVATION
AT DATE OF SITE VISIT = I
45200
50
22.9
53/00
/00
243
47600
50+
232
9/8/2017
■■r
111
III -
III
III
111
CFS
YRS
FT
CFS
YRS
FT
CFS
YRS
FT
FT
FT
FOR -L- PLAN SEE SHEETS 04 & 05
25
26
27
28
29
30
31
32
33
34
35
36
37
38

Submitted 12/21 /2 21
r
11:111:11111
1
0
"20
PROD. REFERENCE NO.
B-4786
III
0
1
4
0
SHEET NO.
X-4
5
9C
40
-XO
9
R
9
A
8
• EST IMATED GRADE
/ (D-M. MISSING B2EQKUNE)
PERMIT DRAWING
SHEET 7 OF 9
30
?r
7-
i
/
c0T
EOT
2
6
7
.3
4
/
0.02
025
2727
N
P
ROOK
LATIIN
G
�79
GR
NWAY
60+5
0
4/
m
SCALE
1"=20' HORIZONTAL
1"=20' VERTICAL
4(1
3e
/0
j
0
0
5r
Of)
30
r0
i0
0
sr.
4n
30
r0
/0
/
/
/
/
W
E
24 + 50 00
TLAND CROSS SE
SITE 1
C
T
O
N
NOT
(,REE WA
T
HE
N
B-4
HAVE
N
7
8
0
6
f
B
0
S
E
(AT
0
URVEY
E
N
VE
A
N
F
D
J
A
T
PPR
HE
TO
0
XI
G
B
R
E
MAT
Er
1
N
IE
E
/
D
0
AY
N
TO
L
S
Y
U
G
RVEY
ET
HER
0
10
50
3r
ar
0
5
4n
.3r
0
1
d
0
1
0
1
ti0
1
4
0
0
1
0
9C
BC
7C
6C
5C
40
30
2C 10 0 10
2C
3(
4C 5C
6C
7C
BC
9C
1
0
4
1.10
1
40 1
5

Submitted 12/21 /2 21
rt
■■■■
20
PROD. REFERENCE NO.
B-4786
III
SHEET NO.
X-1 0
40
30
EO
-Xo'R
T
+50
2
25
EOT
9
3
E
7
24
/0
5
C
c1IMA'rED
]1`M MISS
-1
GP,ADE
ING BREAKLINE
0
8 0 025
7
PERMIT DRAWING
SHEET 8 OF 9
SCALE
1"=20' HORIZONTAL
1"=20' VERTICAL
50
3e
26 04
Cr]
CD
20
/n
W
E
T
34
LAND
5r
4r:
30
r0
/0
0
sr.
4n
3n
.43
111
O
+ 00 00
CROSS SE
SITE 2
C
TI
O
N
43
3r
Pr
/l
0
se
4n
.3r
/7
1
d
1,0
1ti0
1
4
0
0
1
9C
BC
7C
6C
5C
40
3,0
2
C
10
0 10
2C
3t
4C
5C
6C
7C
BC
9C
1
0
0
1
4
0
1
1
Yv �J
id0

Revised
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
-L- 22+70 RT / 25+54 RT
Temporary Access Road
0.10
2
-L- 32+43 RT / 34+50 RT
Temporary Access Road
0.01
TOTALS*:
0.11
0
0
0
*Rounded totals are sum of actual impacts
NOTES:
<0.01 acres of Permanent SW impacts for bridge interior bents (drilled shafts) at -L- 26+65, 27+30, 27+95, 28+60 & 29+25.
<0.01 acres of Temporary SW impacts for temporary workbridge interior bents (likely pipe piles) between -L- 26+15 & 29+70.
2016 09 09
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
3/22/2019
Pitt County
B-4786
PROJECT: 38222.1.FR2
SHEET 9 OF 9

Submitted 12/21/2021
09/08/99
0
7-
11
0
co
7-
t
0,
Go
O
o
O
t
0
ID
0
0
0
0
C
w
cc
GO
0
0
O
T
co
Go
m▪ Go
oGo °J
oa
oGo
G
cvz� T
Nxo
00
1
See Sheet 1A For Index of Sheets
See Sheet 1B For Conventional Plan Sheet Symbols
See Sheet 1C- 1 Through 1C-? For Survey Control Sheets
VICINITY MAP
STATE OF N OITH CA
(VISION OF HI
I1
OLIN
WAYS
PITT COUNTY
LOCATION: REPLACE BRIDGE NO.38 OVER THE TAR RIVER
ON US 13 IN GREENVILLE
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE
BUFFER IMPACTS PERMIT
BEGIN TIP PROJECT B-4786
-L- STA. 22 + 00.00
BEGIN CONSTRUCTION
-L- STA. 17 + 59.45
NG4a3
see
9p
G3
_� 9
NO 43 i� `R1
5 M3MORPN`%s
%,
EXISTING SIGNAL
4
BEGIN BRIDGE
BRIDGE NO. 39
END BRIDGE
-L- STA. 30 + 78.00
STATE
STATE PROJECT REFERENCE N0.
SHEET NO.
TOTAL
N.C.SHEETS
B-4786
1
STATE PRO. NO.
P. A PROF NO.
DESCRIPTION
38222.1.FR2
BRSTP-0013(041)
PE
38222.2.2
BRSTP-0013(041)
R'W, UTIL
BUFFER DRAWING
SHEET 1 OF 3
J ,OVERFLOW
US 13 /NC 11 /NC 903 \ _2> -A)
(MEMORIAL DR.) SBL
SITE �11 BRIDGE NO. 38 V U MEMOR AL 1/NC DR.) NBL03
\SITE 2
TO
y ✓ \ TER 153E
AR RIVER
i OVERFLOW
END CONSTRUCTION
-L- STA. 38 + 12.09
END TIP PROJECT B-4786
L- STA. 34 + 50.00
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II .
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF GREENVILLE.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
50 25 0 50
100
DESIGN DATA
ADT 2019 = 13800 NBL
14740 SBL
ADT 2039 = 17250 NBL
K = 8 %
D = 55 %
T = 6 % *
V = 50 MPH
* TTST =3% DUAL 3%
FUNC CLASS =
PRINCIPAL ARTERIAL
REGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT B-4786
LENGTH STRUCTURES TIP PROJECT B-4786
=
=
O.133 mile
0.104 mile
Prepared
DIVISION OF
1000 Birch Ridge Dr.,
TGS TGS ENGINEERS
Ncm=ees o6HILLseoRoucHsr
Far:
HIGHWAYS
Raleigh NC, 27610
PH [phone]
CORP. LICENSE NO.:
C-0275
HYDRAULICS ENGINEER
P.E.
PLANS
50 25 0 50
100
SUITE 200
RALEIGH, NC 27603
2018 STANDARD SPECIFICATIONS
V. MARCUS LOWERY, PE
SIGNATURE:
TOTAL LENGTH TIP PROJECT B-4786
=
0.237 mile
ROADWAY DESIGN
ENGINEER
E.
P.E.ECEMBER
RIGHT OF WAY DATE:
MAY 18, 2018
PROFILE (HORIZONTAL)
10 5 0 10
20
PROJECT ENGINEER
DAVID STUTTS, PE
LETTING DATE:
17, 2019
NCDOT CONTACT
PROFILE (VERTICAL)
SIGNATURE:
1

,
iiiii/////,
�J$
PER MITS_E
CALVIN BECKETT H
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
\
•
WOODS
EXISTING FIN
Submitted 12/21/2021
END TIP PROJECT B-4786
-L- POT Sta. 34 + 50.00
BUFFER DRAWING
SHEET 2 OF 3
CONTRACTOR SHALL MAINTAIN MINIMUM
70 FT. GAP FOR DURATION OF CONSTRUCTION
PITT COUNTY -CITY OF GREENVILLE
AIRPORT AUTHORITY
APPROX. LOCATION OF PROPOSED
SOUTH TAR RIVER GREENWAY, PHASE 3 (EB-5539)(BY OTHERS)
\ E 30' UTILITY ENSUE
EXISTING TRANSPORTjrTION FACILITY (TYP.)
CONC UAL TEMPORARY ACCESS
RO (CONTRACTOR DESIGNED)
USE ROCK PLATING FROM
-L- STA 23-75++'-
TO 25+49+/- RT
EXTEND ROCK PLATING LIMITS
TO 2.5:1 SLOPES
CLASS II RIP RAP
50' 0'
__E
WOODS
EXISTING TRA -POR
FACILITY (TYP.)
MINIMUM
70 FT. GAP
SITE 2
CONTACTOR MAY ELECT TO INSTALL A CONTINUOUS
TEMPORARY WORK BRIDGE WITH MINIMUM LOW
CHORD ELEVATION OF 23 FT.
MIL
ION
FALLOW
PITT COUNTY
BRIDGE #730038
PLACE STEEL PLATE
Al � 1^' OVER 2GI
DURING DETOUR 8' CMP
"WCMP
\ CONC REMOVE 2GI �LONC
- -BLS
�� .Gm-H F ------------------
F F F F � • . DI
`�----------� •
2GI 15"RCP-IVL TB
\ \ 2GI 15" 2GI
EXISTING FIN
PROJECT REFERENCE NO
B-4786
SHEET NO
ROADWAY DESIGN
ENGINEER
SHEET NO
05
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS
ENGINEERS
TGS ENGINEERS
706 HILLSBOROUGH ST. SUITE 200
RALEIGH, NC 27603
PH [phone]
CORP. LICENSE NO.: C-0275
CONCEPTUAL TEMPORARY WORK
BRIDGE (CONTRACTOR DESIGNED)
50' 100'
25'
THE HISTORIC HIGH WATER MARK COULD NOT BE
DETERMINED BY PHYSICAL OR PAROLE EVIDENCE
RCP -IV
ELBOW
'"TS' c3R"
ELBOW
CLASS B
RIP RAP
USE ROCK PLATING FROM
-L- STA 30+87+/-
TO 31 175 I,'- RT
EXTEND ROCK PLATING LIMITS
TO 2.5:1 SLOPES
CLASS II RIP RAP
0005
PITT COUNTY -CITY OF GREENVILLE
AIRPORT AUTHORITY
RCS 72 ACP
--- F --- F --- F — — F --- F
....... —�
PDiE
EXISTING TRANSPORTATION FACILITY (TYP.)
CONCEPTUAL TEMPORARY ACCESS
ROAD (CONTRACTOR DESIGNED)
Jf ArT —F E
T TO- -
24'`M/C
EXISTING R/N
FALLOW
FSS
I
FALLOW
RETAIN
TAR f

Submitted 12/21/2021
RIPARIAN BUFFER IMPACTS SUMMARY
IMPACT
BUFFER
REPLACEMENT
SITE NO.
STRUCTURE SIZE /
TYPE
STATION (FROM/TO)
TYPE
ALLOWABLE
MITIGABLE
ROAD
CROSSING
BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
1
Roadway
-L- 25+45/26+21
X
2,872
996
3,868
2
Roadway
-L- 29+25/30+46
X
3,407
2,321
5,728
TOTAL:
6,279
3,317
9,596
0
0
0
0.0
0.0
Notes:
There are no wetland impacts within buffer impacts on this project.
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
B-4786
PITT COUNTY
PROJECT: 38222.1.FR2
DATE 12/28/2018
SHEET 3 OF 3
Rev. SEP 2016