20241581 Ver 1_BP2.R027.1 (Bridge No 530168) Permit Package_20241122

Permit
Drawings

Submitted 11/21/2024
Hip hwa North Carolina Department of Transportation
gStormwatcr Highway Stormwater Program
STORMWATER MANAGEMENT PLAN 'A
(Version 1.2; Released July 2012) FOR LINEAR ROADWAY PROJECTS
Project/TIP No.: BP2-R027.1 County(ies): Lenoir Page 1 of 4
General Project Information
Project No.:
BP2-R027.1
Project Type: Bride Re lacement Date: 11/21/2024
NCDOT Contact:
Casey Whitley, PE, PLS
Contractor / Desi ner:
American Engineering Chris Johnson, PE
Address:
1037 W.H. Smith Blvd
Greenville, NC 27835
Address:
8008 Corporate Center Drive, Suite 110
Charlotte, NC 28226
Phone:
252-439-2811
Phone:
704-375-2438
Email:
[e-mail]
Email:
I [e-mail]
City/Town:
Kinston
Coun ies :
I Lenoir
River Basins :
Neuse
CAMA County?
No
Primary Receiving Water:
Briery Run
NCDWQ Stream Index No.:
27-81-1
NCDWQ Surface Water Classification for Primary Receiving Water
Primary:
None
Supplemental:
None
Other Stream Classification:
None
303 d Impairments:
None
Buffer Rules in Effect
Neuse
Project Descri tion
Project Length (lin. Miles or feet):
0.09 Surrounding Land Use: Rural Coastal Plain
Proposed Project
Existing Site
Project Built -Upon Area ac.
0.34 ac.
0.26 ac.
Typical Cross Section Description:
Two 12-foot paved lanes with 4-foot paved shoulders.
Two 12-foot paved lanes with turf shoulders.
Average Daily Traffic (veh/hr/day):
Design/Future:
Existing: 1800
General Project Narrative:
The replacement of Bridge No. 530168 on SR 1578 (Airport Road) over Briery Creek in Lenior County in Kinston, NC. The proposed 72-foot long by 36-foot wide single -span
bridge will replace the existing 22-foot long by 37-foot wide triple barrel box culvert. The proposed grade will vary, approximately 0.2-0.5 feet above existing grade. Bridge No.
530168 is within the Neuse River Basin and shall adhere to the Neuse River Buffer Rules. The proposed bridge will have no direct discharge into Briery Run. Stormwater runoff
from the bridge will be collected by two traffic bearing grated inlets on the west side of the roadway where it will be diffused with a rip -rap pad at the outlet of the proposed pipe
before discharging into wetlands. The typical fill slope for the project is greater than 3:1. Where the fill slope is steeper than 3:1 (Sta. 12+44 to Sta. 13+51, LT), runoff will be
collected by a roadside ditch that will dischsrge into wetlands. The calculated Q10 velocity at the outlet of the roadside ditch is 2.0 fps.
References

See Sheet 1 A For Index of Sheets
PER1W1T,0RAI�IW/NGS
NOIWEW9,6R 4, 2024
STATE OF NORTH CAROUITNA,
]D 11VI[ 110 -N OF ]H111 G►]H1WA\YS
LENOIR COUNTY
LOCATION: REPLACE BRIDGE #168 OVER BRIERYRUN
ON SR 1578 (AIRPORT ROAD
TYPE OF WORK: GRADING, PAVING, DRAINAGE & STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
a
a2
O SITE 2
S'lA'1L
�SIAIL P2�LLC11iLl LRLI;CL VO.
1H13T
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TO—
1-1 FS
BP2-RO27
ll
ITI PROI.VO.
F., PR T"D.
LES—T—
BP2.R027.1
N/A
PE
PERMIT DRAWING
SHEET 1 OF 7
- .-AIRPORT ROAD (SR 1578)
— _—
i z/
NCDOTCONTACT:
CASEY WHITLEY, PE, PLS
SITE 4 SITE 3 % 1PI1P'1LAIv PUE]LIMAI NAIRlY 5
[e-mail] / K ✓ DO NCT UISIE FOR ,DNS TRUIKTTON
[phone] �I K /
THIS PROJECT IS WITHIN THE MUNICIPAL LIMITS OF KINSTON / 1r0 wol'IlilEFolRWwNCQU1111ITII®N
CLEARING ON THIS PROJECT SHALL BE PERFORMED h DOCUMENT NOT CONSIDERED FINAL
TO THE LIMITS ESTABLISHED BY METHOD II UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
`
NCDOT CONTACT: PREPARED IN THE
OFFICE OF:
1 A M E R I C A N
HYDRAULICS ENGINEER
50 25 0 50 100
ADT 2022 = 1800
CASEY WHITLEY, PE, PLS , Engineering
®WVg�
_
ADT -
PROJECT LENGTH FOR PROJECT BP2.R027.1
K = N/A%
LENGTH ROADWAY = 0.074 MILES
20-14ST4ND_4RDSPECIFIC4TIOX,;
P.E.
PLANS
50 25 0 50 100
T = 07 %*
= 50 MPH
* TTST = DUAL
LENGTH STRUCTURE = 0.014 MILES
TOTAL LENGTH = 0.088 MILES
RIGHT OFWAYDATE.
NOVEMBER 25, 2024
ALLISON C. JOHNSON, P.E.
SIGV4TLW_E
a
�� ae
ROADWAYDESIGNENGINEER
PRCIJECT ENGINEER
PROFILE (HORIZONTAL)
10 5 0 10 20
FUNC CLASS =
MAJOR COLLECTOR
SUB REGIONAL TIER
LETTLVGDATE:
MARCH 12, 2025
BENJAMIN C. PICKERING II, P.E.
P.E.
OF7%A���®�
x°`'E°!PE'sIGNENGI'�EER
PROFILE (VERTICAL)
A
SIGNATUREE

Submitted 11/21/2024
HAND CLEARI
WATERLIN
BORE PIT
FILL IN WET
CD
CRAIG B. ROUSE
DB 1890 PG 671
MB 5 PG 38
AGO FARMING, LLC
DB 1690 PG 666
MB 5 PG 38
WETLAND AND WATER SURFACE IMPACTS
SITE 1
Q( 34.2 CF
V(l = 2.0 FPS
F.
BANK STABILIZATION
CL II RIP RAP
A (GRANITE, 2.0' THICK,
\ KEYED -IN))
C, o EST. 65 TONS
G,
�\ k—
-L-AIRPORT RD (SR
— _ — F —
HORNTHAL H. LANG �
DB 135 PG 278
MB 2 PG 96
L — _ _
L \ /
FxisnNc ww
HAND CLEARING � j
HAND CLEARING
SITE 4
SITE 2
/
/ / SITE 2
/
/
/
/
/
JG
RLINE
PIT
JOHN WAYNE SCOTT
DB 1431 PG 83
BP2.RM]
2RD1 004
°IPERMIT DRAWING EAHT�{ D-I'l" HADI,INA
V51'OHTA'fION
SHEET 2 OF 7
Y
R ADW-fY DE—NIIMT
ROAD W AY DESTGN
FNGTNFFR
a=
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N O
0
HYDIlAULIC8
ENGINEER
IP9FJF.:LII_M:[N V?.Y IP1Lh.Ns
IINe�n4111PILE'ICIE IPIL,iNs
FARMER N DELL PROPERTIES, LLC
DB 427 PG 827 � AMERICAN
Engineering
Cea.m HC 2822611M437 s3.11e10
��SI"533133i;a °7 Cr'�i�"r'�1—
HE 823 LPG 707
4 aI'>i'Ih r I YI'
BANK S
TEMPORARY STREAM
A-
BANK/CHANNEL STABILIZATION
\ F , CL II RIP RAP
(GRANITE, 2.0' THICK, KEYED -IN)
EST. 290 TONS
y� NO EXCAVATION IN CHANNEL
PRESS RIP RAP INTO CHANNEL BED
HOLLAND BURRELL HEIRS
DB 410 PG 329
MB 22 PG 15
DENOTES FILL IN WETLAND
HAND CLEARING IN WETLANDS
®DENOTES
(NON -GRUBBING)
DENOTES SURFACE WATER IMPACTS
CHANNEL IMPACTS (PERMANENT)
FZA
TEMPORARY SURFACE WATER IMPACTS

Submitted 11/21/2024
WETLAND AND SURFACE WATER IMPACTS
HAND CLEARI
WATERLINE_/ .( - - - - _
BORE PIT �+
FILL INWEoTLANDS `JITFT ��I �\ `� I\�'\
SITE I
-
,--- -
g RKKSE -- --
1
— _ - _ -
MB S PG 38 - _ I�HC ` 1
f2C
ABM&. P�y 3fl A o i
QM
- i 7� 3.4
F20F S
-- EE T�F� -- Is me re,w �
-
rr -L-AIRPORTRD{SR
- o
-- -- —_ —
s16RNT44J_ H. SANG
DB 135
MB 2,
,SITE 4
C F�
i
i
HAND CLEARING ��' {�G 1 a Ji
HAND CLEARING
SITE 4
r
i
\io tl
SITE 3
BANK ST/
TEMPORARYSTREAM
BANK STABILIZATION
CL II RIP RAP
(GRANITE, 2.0' THICK,
KEYED -IN)
EST. 65 TONS --
i 1
r i
x ( ��
I �I
K
�DLIIRIRAP
(GRANITE, 2.0' THICK, K>=YE&IN)-
� NO EXCAv ATION'Ii ICHANNEL
PRESS RIP RAFT INTO CHANNEL BEDS -
HOLLAND `auRRELL 5 EIRs
DB 410-PG 329 'r i
MB 22 PG 15 i
&IZATION
III \
DENOTES FILL IN WETLAND
ACTS—," \ ® DENOTES HAND CLEARING IN WETLANDS
(NON -GRUBBING)
DENOTES SURFACE WATER IMPACTS
XISTING CHANNEL IMPACTS (PERMANENT) ® TEMPORARY SURFACE WATER IMPACTS
SITE 3
PERMIT DRAWING
SHEET 3 OF 7
a2
0
a2
HAND CLEARING o Inv
WATERLINE
BORE PIT
E
>R/
r
r � I
�r
SITE,�_ --_ FpR�ER N DELI PBOPERTIEs,�LC ,
DB 1427 P(Yl 827 1 4
I
SITE 2
i ; *• 1� --JOHN WAYNE SCOTT J,I
11
Do 14311 AZ 83
I �
g® �
_ _- �_ -� -� -✓ \ \�� BECK A. HINES
BIKCKY A. WqB INES B12 PG 475
DB 823 PG 1707
E, � �-
��
BPZ.RM]
ZRDI 1 004
NORTH lL+TIt NA
IECdEtTM�VT OF TRtiV-SPORTATIOV
i RNOiR!]OIIN'R'
ROADWAY DESIGN
ENGI\EER
AYDR4TTL S
ENGTNERR
�ft�NC282261375.21
AMERICAN
En ineerin
, ia e' g

Submitted 11/21/2024
Il 11 23
BP2.RM]
2R01 1 004
NORTH OIILOI,INA
MI'ARTM M,NT OM THAN51'ORT4'1' ION
PERMIT DRAWING
I,I�'OI I:OOHNTY
SHEET 4 OF 7
R ADW_fY DGtiION lIMT
ROAD W AY DESIGN
FNGTNFFR
HYDTL ULICS
ENGINEER
IPIIUF.:LII11111N VbY IPILANs
10
+50 11
+50 12 +50 13 +50 14 +50 15 +50 16
+50
17 +50 18
+50
IINen4111PILEYIE IPIL,iNs
DO UM ENT NOT CONSIDERED FINAL
NLESS ALL SIGNATURESCOMPLFTED
mill
100 100
PREP_1RED BY
90
90
`
AMERICAN
1
AS C1.1 IT
Moo
Engineering
NO i261 M4 s zi Ono
OVERTOPPING DISCHARGE I'D,
80
IVERT
80
70
70
00
mill
00
60
60
50
96
50
ME
AMMON
40Boom.
40
SOMEONE
30
30
20
20
10
+50 11
+50 12 +50 13 +50 14 +50 15 +50 16
+50
17 +50 18
+50
z
0
H
H
PE
PErx
�����������
���
HYDRAULIC
Imo■

70
65
60
55
50
45
70
65
60
55
50
45
70
65
60 -
55
SITE 1
-WETLAN
. . qHHAN
CLEARING ~
FIL
0 5 io
PERMIT DRAWING
SHEET 5 OF 7
❑L
i IIIIIIIIIH i I 13+00.00
-70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70
77
BOUN
-70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70
WETLAND BOUNDARY
EXTENDS BET ND LIMIT
SITE 4 OF CROSS S CTION
WETLANDS
_;_r0
12+00.00
70
65
60
55
50
45
i
70
65
60
55
50
45
i
70
65
60
55
-75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75

0 5 io
X
1 002
PERMIT DRAWING
SHEET 6 OF 7
70
I i I
70
P.
p
p
N
N
65
65
WE
L
D BOU
D
Y
.6
60
ETOND
-
-
--
60
ClFCR0SS
SECTION
SITE
2
61.0
-_
--- ---
-- - - -
55
-
--
J'
.
- -- ----
55
HAND
L
RN
50
L
50
14+50.00
45
45
75
70 65 60 55 50 45 40 35 30
25 20 15 10 5 0
5 10 15 20 25 30 35
40 45 50 55 60 65 70
75
70
70
65
65
60
_
-
60
55
55
-
50
50
45
45
EXISTI
-
40
------------------
NFAC
S PE
AENT)
40
L
14+00.00
35
35
75
70 65 60 55 50 45 40 35 30
25 20 15 10 5 0
5 10 15 20 25 30 35
40 45 50 55 60 65 70
75

ubmitte
WETLAND AND SURFACE 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- 12+87 - 13+85 LT
Roadway Fill/Ditch
< 0.01
0.02
2
-L- 14+28 - 14+98 LT
Roadway Fill & Pipe Outfall
< 0.01
3
-L- 13+83 - 14+26
Bank Stabilization
0.02
70
Channel Stabilization (2)
0.02
0.02
23
20
4
-L- 11 +79 - 13+56 RT
Roadway Fill
< 0.01
TOTALS*:
< 0.01
0.04
0.04
0.02
93
*Rounded totals are sum of actual impacts
NOTES:
1) There will be 0.007 ac of temporary fill in the hand clearing areas for erosion control devices.
2) Total length of the permanent channel impacts and 10 feet of temporary impacts overlap with bank stabilization.
(Revised 2018 Feb

Buffer
Drawings

See Sheet 1 A For Index of Sheets
PER1W1T,0RAI�IW/NGS
NOIWENIBER 4, 2024
NCDOT CONTACT:
CASEY WHITLEY, PE, PLS
[e-mail]
[phone]
THIS PROJECT IS WITHIN THE MUNICIPAL LIMITS OF KINSTON
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD II
STATE OF NORTH C. \RO]L][1NA\
]D>][\y][ 5][0-N OF ]H[][G]H1WA\YS
LENOIR COUNTY
LOCATION: REPLACE BRIDGE #168 OVER BRIERYRUN
ON SR 1578 (AIRPORT ROAD
TYPE OF WORK: GRADING, PAVING, DRAINAGE & STRUCTURE
BUFFER IMPACTS
a
a2
O
0
SITE 2
�J-
-L- AIRPORT ROAD (SR 1578)
�
SITEE 4\� SITE 3
K
S'lA'1L
�SIAIE P2�LLC11iEELRLI;CL VO.
1H13T
- O.
TO-
SIILEFS
�.tC.
BP2—RO27
ll
ITI PROI.VO.
F. APROI. T"D.
LE�C'RIPTIDV
BP2.R027.1
N/A
PE
PERMIT DRAWING
SHEET 1 OF 5
1PIPUELTIMIUNA]POY 1P'1LAIv5
IDO NCT UISIE IF✓Ji1R CONaT RUKTTON
]INT(CO yoEILIETIE ]PILANS
11'0 NOT IllilE FOIR' Ww NC.1, U11111TIrow
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED ,
GRAPHIC SCALES
DESIGNDATA
PROJECT LENGTH
NCDOT CONTACT: PREPARED IN THE `
OFFICE OF:
1 A M E R I C A N
HYDRAULICS ENGINEER
50 25 0 50 100
ADT 2022 = 1800
CASEY WHITLEY, PE, PLS ,
a�gl o wes �g®WVg�
_
ADT —
PROJECT LENGTH FOR PROJECT BP2.R027.1
a„6;­,,.,
K = N/A%
LENGTH ROADWAY = 0.074 MILES
2014ST4XV-4RDSPECIEIC4TIOrs
P.E.
PLANS
50 25 0 50 100
T = 07 %*
= 50 MPH
* TTST = DUAL
LENGTH STRUCTURE = 0.014 MILES
TOTAL LENGTH = 0.088 MILES
RIGHT OFWAYDATE.
NOVEMBER 25, 2024
ALLISON C. JOHNSON, P.E.
gTGV4TLW_E
a
�� ae
ROADWAYDESIGNENGINEER
PRCIJECT ENGINEER
PROFILE (HORIZONTAL)
10 5 0 10 20
FUNC CLASS =
MAJOR COLLECTOR
SUB REGIONAL TIER
LETTLVGDATE:
MARCH 12, 2025
BENJAMIN C. PICKERING II, P.E.
P.E.
OF7%A���®�
x°`'E°! E'sI NENCI'�EER
PROFILE (VERTICAL)
A
SIG \ATURE

Submitted 11/21/2024
NODDED
DB 1890 PG 671
MB 5 PG 38
CRAIG B, ROUSE
DB 1890 PG 671
MB 5 PG 38
HORNTHAL H. LANG
DB 135 PG 278
MB 2 PG 96
WATERLIN
BORE PIT
o
P6
DB 1890 PG 666
MB 5 PG 38
AGO FARMING, LLC
DB 1690 PG 666
I, MB 5 PG 38
1
SITE 1
WOODED
= 34.2 CF
= 2.0 FPS
I� RAP
v ss I ss
1 -- SUDDEEN II 0 Ki
1 — —
BUFFER IMPACTS
BANK STABILIZATION
CL II RIP RAP
(GRANITE, 2.0' THICK,
KEYED -IN))
EST. 65 TONS
/
m/
\/F
E
I i SITE 2
/
/
/ JOHN WAYNE SCOTT
/
/ DB 1431 PG 83
/ WOODED
/
/
I
f
�y Inc.
BP2.RM]
2R01 1 004
PERMIT DRAWING °I{T�°"`DI,INA
H,I'AHT�{ OR H IR IANA TA'fION
SHEET 2 OF 5
R ADW_fY DGtiI°NIIMT
ROAD W AY DESIGN
FNGTNFFR
a=
0
a=�c�
N O
0
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ENGINEER
IP9FJF.:L11_M:[N V?.Y d
IINe�n41IIPILECIE IPILiNS
FARMER N DELL PROPERTIES, LLC
DB 427 PG 827 �AMERICAN�
Engineering
c�aai°or,° E22617WW siose10
CITY OF KINST ON=ATER_ — — K —
—TT Fob—
-L-AIRPORTRD (SR 1578)--`^
BECK
G�1'�IR"eSA'(5
CITY OF �p
SUDDEN LINK F — — - / _ — — — _ �r� Z DB BWL PG 475
BECKY A NES p
C� P G 7 07
— — i
— — — — -
-- — — — _ w
CITY OF VKIN57ON WATER / OP_ 7-�— — — — \� F j /�'� 'K, _;ti�Ts S IS°03'S4" E 0g
206.58' S 18°03'54" E
exisnur, FY. - 120.16
WOODED,,/
IR F OP=
— / X`---
\ —
�
�T exisnNcLl
y
SITE 4
C, N /G "%Oo'�ED
BANK/CHANNEL STABILIZATION
F CL II RIP RAP
/< a (EGRANITE, 2.0' THICK, KEYED -IN)
C g \ 290 TONS
NO EXCAVATION IN CHANNEL
PRESS RIP RAP INTO CHANNEL BED
OP \ HOLLAND BURRELL HEIRS
DB \ 412 PG 329 A MB 22 PG 15
\
--L_—
SITE 3
FZAALLOWABLE IMPACTS ZONE 1
® ALLOWABLE IMPACTS ZONE 2

Submitted 11/21/2024
BUFFER IMPACTS
WATERLINE
BORE PIT
WATERLINE
— G + \ _ _ BORE PIT
F _ BANK STABILIZATION
CL II RIP RAP
\ (GRANITE, 2.0' THICK, \ 5 F
PERMIT DRAWING
SHEET 3 OF 5
O KEYED -IN)
' EST. 65 TONS
iLo
�
/� �1RIER N DELL PRI7PERTIES, LLC
� S,�� — DB 1427 P(y 827 1 4
i
---
c�Ale s RousE ,--- �� ,' � �
--- --- ,�o T
-----roe o-ac6T1 ,,—' -
-_ — � � i � ;ice WAYNE SCOT
� MB 5 PG 38 - __ _ l - i
PCD FARIRI�H G, CLC — ��1 / D� 143 �p5�83
9_-PL�565g
--'
7
---- �30F S v �� �> J J �J -
' BI
=-�,. -
_ --- Q
f r�
m
r
4— -L- AIRPORTIR9{SR
- _ - — i _----- - — J \ =�
ECKCKY A. HINES �ECKY A. HINES
DB 823 P I2 PC 475
qB 8
v
G 707
o /
� H.
�FDRI�
MBz Pc
D3e68 �
_�
L I_R P,�AP F� CA$IKI YEL? ZATIOK
— i� jCG##i4lb I -IN
/ � I E
k ��� / /
- --- � �`` 'ST. 290 TONS
NO EXCAVATION IN CAANNEL
-- L — — PRESS RIP RAP tNT0 CHANNEL�8EP
— —
„� - HOLLAND `auRRELL EIRs -
i� DB 410-PG 329
SITE 4
\
\
\
SITE 3
FZAALLOWABLE IMPACTS ZONE 1
® ALLOWABLE IMPACTS ZONE 2
BPZ.RM]
ZRDI DD4
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ROADWAY DESIGN
ENGINEER
AYDR4TTL S
ENGINEER
,111 AMERICAN
Engineering
8008
Cna (o I nC 82 61­37 1 esso

Submitted 11/21/2024
RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
CROSSING IMPACT (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1
13+27/13+66, LT
Roadway Fill & Ditch
X
218
358
576
1
13+66/13+83, LT
Bridge Construction
X
209
209
2
14+28/14+38, LT
Bridge Construction
X
52
52
2
14+38/14+53, LT
Roadway Fill
X
176
176
2
14+80/14+92, LT
15" Pipe Outfall
X
82
82
4
13+20/13+66, RT
Roadway Fill
X
388
267
655
4
13+66/13+78, RT
Bridge Construction
X
121
121
3
14+31/14+38, RT
Bridge Construction
X
37
37
3
14+38/14+54, RT
Roadway Fill
X
130
130
TOTALS*:
1 1331
1 707
1 2038
1 0
1 0
0
0
0
NOTES
Revised 2018 Feb

Submitted 11/21/2024
WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
STATION
ZONE 1 ZONE 2
SITE NO.
(FROM/TO)
(ft) (ft)
1
13+27/13+82
LT
288 311
2
14+36/14+48
LT
86
14+80/14+90
LT
64
4
13+20/13+56
RT
95 63
�TOTAL:
469 438
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
October 31, 2024
Lenoir
BP2-R027
BP2.R027.1
Revised 2018 Feb
I SHEET
5 OF 5
Rev.Jan 2009

Tribal
Coordination

Catawba Indian Nation
Tribal Historic Preservation Office
1536 Tom Steven Road
Rock Hill, South Carolina 29730
Office 803-328-2427
November 16, 2022
Attention: Casey Whitley
NC Department of Transportation
1037 W.H. Smith Blvd.
Greenville, NC 27835
Re. THPO # TCNS # Project Description
Improvements to Bridge No. 530168 over Briery Run on Airport Road in Lenoir Co. as
2023-193-6 project BP2.R027.1
Dear Ms. Whitley,
The Catawba have no immediate concerns with regard to traditional cultural properties,
sacred sites or Native American archaeological sites within the boundaries of the
proposed project areas. However, the Catawba are to be notified if Native American
artifacts and / or human remains are located during the ground disturbance phase
of this project.
If you have questions please contact Caitlin Rogers at 803-328-2427 ext. 226, or e-mail
[e-mail].
Sincerely,
Wenonah G. Haire
Tribal Historic Preservation Officer

SEPA
Document

DocuSign Envelope ID: 97AA4DA4-8FF2-450E-86E3-5CB899BFDB90
NCDOT MINIMUM CRITERIA DETERMINATION CHECKLIST
The following questions provide direction in determining when the Department is
required to prepare SEPA environmental documents for state -funded construction and
maintenance activities. Answer questions for Parts A through C by checking either
"Yes" or "No". Complete Part D of the checklist when NCDOT's Minimum Criteria
Rule categories 98, 12(i) or 915 are used.
TIP Project No.: BP2.R027.1
State Project No.: N/A
Project Location: Bridge No. 530168 over Briery Run is located on SR 1578 (Airport
Road, approximately 1.5 miles north of NC 58 in Lenoir County, North Carolina. (See
attached vicinity map from NRTR)
Project Description: Replace Lenoir County Bridge No. 530168 over Briery Run. The
replacement bridge will be a single span cored slab structure constructed on the existing
roadway alignment using an offsite detour. The project will include approximately 150 feet
of approach roadway improvements north of the new structure and approximately 250 feet
south. The typical sections for the bridge and approaches are as follows:
42'-10" CLEAR ROADWAY WIDTH
CL -L-
4' 0" 12' 12' 14' 10"
A.
FUTURE MULTI -USE TRAIL
16 PRESTRESSED CONCRETE CORED SLAB UNITS = 48'
BRIDGE TYPICAL SECTION
Ct -L-
' SHLD*, _ 12' _ 1 _ 12'
2'
4:1
APPROACH TYPICAL
04/25/23 1 of 6

DocuSign Envelope ID: 97AA4DA4-8FF2-450E-86E3-5CB899BFDB90
Anticipated Permit or Consultation Requirements: Nationwide Permit
Special Project Information:
Bicycle and Pedestrian Concerns
The balance score based on the Complete Street's "Demand Estimate Map" ranges from
low (1.33) to medium (1.67). Airport Road identified as part of the "Kinston Loop"
(walkers trail to the airport) in the City of Kinston's Comprehensive Pedestrian Plan. This
summary report identifies projects to support Kinston's citywide pedestrian plan. The
report does not identify any improvements to Airport Road. Project team will continue
coordination with City of Kinston staff and NCDOT Complete Streets staff to identify
potential modifications to the bridge typical section to accommodate pedestrian facilities.
Public Involvement
A Landowner Notification Letter was sent to property holders who will be impacted by
the project. To date no comments have been received. No additional engagement is
anticipated prior to right of way negotiations.
Tribal Coordination
Tribal coordination letters were sent to the Catawba and Tuscarora Indian Nations. The
Catawba have no immediate concerns with the proposed project. They requested
notification if artifacts and/or remains are uncovered during construction. To date no
comments have been received from the Tuscarora Indian Nation.
04/25/23 2 of 6

DocuSign Envelope ID: 97AA4DA4-8FF2-450E-86E3-5CB899BFDB90
PART A: MINIMUM CRITERIA
to be completed by the Project Manager YES NO
1. Is the proposed project listed as a type and class of activity allowed
under the Minimum Criteria Rule in which environmental
documentation is not required?
If the answer to number 1 is "no", then the project does not qualify as a
minimum criteria project. A state Environmental Assessment is required.
If yes, under which category? 9
If either category #8, #12(i) or #15 is used complete Part D of this checklist.
PART B: MINIMUM CRITERIA EXCEPTIONS
Items 2 r 4 to be completed by the Pro' anager. '
YES
NO
2. Could the proposed activity cause significant changes in land use
concentrations that would be expected to create adverse air quality
impacts?
3. Will the proposed activity have secondary impacts or cumulative
impacts that may result in a significant adverse impact to human health
or the environment?
4. Is the proposed activity of such an unusual nature or does the proposed
activity have such widespread implications, that an uncommon concern
for its environmental effects has been expressed to the Department?
Item 5-8 to be completed by Division Environmental Officer.
5. Does the proposed activity have a significant adverse effect on
wetlands; surface waters such as rivers, streams, and estuaries;
parklands; prime or unique agricultural lands; or areas of recognized
scenic, recreational, archaeological, or historical value?
6. Will the proposed activity endanger the existence of a species on the
Department of Interior's threatened and endangered species list?
7. Could the proposed activity cause significant changes in land use
concentrations that would be expected to create adverse water quality or
ground water impacts?
8. Is the proposed activity expected to have a significant adverse effect on
long-term recreational benefits or shellfish, finfish, wildlife, or their
natural habitats?
If any questions 2 through 8 are answered "yes ", the proposed project may not qualify as a
Minimum Criteria project. A state Environmental Assessment (EA) may be required. For
assistance, contact the Environmental Policy Unit at [phone] or EPU(j�ncdot.gov.
04/25/23 3 of 6

DocuSign Envelope ID: 97AA4DA4-8FF2-450E-86E3-5CB899BFDB90
PART C: COMPLIANCE WITH STATE AND FEDERAL REGULATIONS
Items 9-12 to be completed by Division Environmental Officer
YES NO
9. Is a federally protected threatened or endangered species, or its
❑
habitat, likely to be impacted by the proposed action?
10. Does the action require the placement of temporary or permanent
® ❑
fill in waters of the United States?
11. Does the project require the placement of a significant amount of
❑
fill in high quality or relatively rare wetland ecosystems, such as
mountain bogs or pine savannahs?
12. Is the proposed action located in an Area of Environmental
❑
Concern, as defined in the coastal Area Management Act?
Items 13 —15 to be completed by the Project Manager.
13. Does the project require stream relocation or channel changes? ❑
Cultural Resources
14. Will the project have an "effect" on a property or site listed on the ❑
National Register of Historic Places?
15. Will the proposed action require acquisition of additional right of ❑
way from publicly owned parkland or recreational areas?
Questions in Part " C" are designed to assist the Project Manager and the Division
Environmental Officer in determining whether a permit or consultation with a state or
federal resource agency may be required. If any questions in Part " C" are answered
It yes ", follow the appropriate permitting procedures prior to beginning project
construction.
Response to Question 5 — Minimal impacts to wetlands/waters are anticipated.
Response to Question 10 — Temporary measures will be required for the removal of the
existing structure and construction of the new bridge and will be documented in the 404-
permit application. Measures will be implemented to provide protection from debris
falling into Durham Creek.
Response to Question 14 — A historic property (Tull -Worth -Holland Farm) is located at
the southwest quadrant of the project. Based on the current design no property impacts
are anticipated.
04/25/23 4 of 6

DocuSign Envelope ID: 97AA4DA4-8FF2-450E-86E3-5CB899BFDB90
PART D:( To be completed when either cate2ory 48, 126) or 415 of the rules are
used.
Items 16- 22 to be completer) by Division Environmental Officer.
16. Project length:
17. Right of Way width:
18. Project completion date:
19. Total acres of newly disturbed ground
surface:
20. Total acres of wetland impacts:
21. Total linear feet of stream impacts:
22. Project purpose:
DocuSigned by:
Prepared by: a• 6kaA74. Date:
FD8CAftM her Johnson P.E.,
Project Manager
American Engineering
4/25/2023
DocuSigned by:
Reviewed by: C-aw
ASU4 �, Ull�{{,�,� Date: 4/25/2023
WhMey, PE, PLS,
NCDOT Project Manager
04/25/23 5 of 6

DocuSign Envelope ID: 97AA4DA4-8FF2-450E-86E3-5CB899BFDB90
NCDOT PROJECT COMMITMENTS
STIP Project No. BP2.R027.1
Replacement of Bridge No. 530168 over Briery Run
Lenoir County
Federal Aid Project No. (N/A)
WBS Element BP2.R027
COMMITMENTS FROM PROJECT DEVELOPMENT AND DESIGN
Tri-Colored Bat
On September 13, 2022, the U.S. Fish and Wildlife Service announced a proposal to list
the tricolored bat (Perimyotis subflavus - PESU) as endangered under the Endangered
Species Act. Given the proposal to list PESU as Federally Endangered, NCDOT is
initiating a conference programmatic consultation to address impacts to this species.
USFWS has not provided an official effective listing date, but it is anticipated to occur in
the second half of 2023. Construction activities for this project will not take place until
Endangered Species Act compliance is satisfied for PESU. Upon listing, USFWS is
expected to provide habitat descriptions and an area of influence/distribution range for
PESU. When this information is provided, it will help to inform NCDOT's
determinations on habitat that could be impacted by NCDOT actions.
N.C. River Basin Buffer Rules
Streamside riparian zones within the study area are protected under provisions of the
Neuse River Buffer Rules administered by NCDWR. Potential impacts will be evaluated
once final alignment and design are determined.

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Source: Lenoir County Government, State of
NCDOT, Esri base map, Project Study Area Rd \-C
provided by project engineer a<
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Disclaimer: The information depicted on this figure is for 00 / Garden or
informational purposes only and was not prepared for, and is C ��eern Rd
not suitable for legal or engineering purposes. 3
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*„ Project: 70227124
Vicinity Map
BP2.R027.1 - Lenoir Bridge No. 530168 Date: January 2023
Lenoir County, North Carolina Drwn/Chkd: NR/JH
Figure:
MMMI
Path: N:\Gla2022\70227123 SR1933DurhamCreek\Pro\Bridge SR1933\Bridge SR1933.aorx Date: 9/26/2022 9:10 AM

DocuSign Envelope ID: 97AA4DA4-8FF2-450E-86E3-5CB899BFDB90
0 Project Study Area
*Location and extent is approximate.
0 500 1,000
Feet
Source: USGS The National Map, updated
August 2021, Project Study Area provided by
project engineer.
Disclaimer: The information depicted on this figure is for
informational purposes only and was not prepared for, and is
not suitable for legal or engineering purposes.
Topographic Map Project: 70227124
rad
f' BP2.R027.1 — Lenoir Bridge No. 530168 Date: Januar 2023
Lenoir County, North Carolina
Drwn/Chkd: NR/JH
Figure: 2
Path: N:\Gla2022\70227123_SR1933DurhamCreek\Pro\Bridge SR1933\13ndge SR1933.aprx Date: 9/26/2022 1:29 PM

DocuSign Envelope ID: 97AA4DA4-8FF2-450E-86E3-5CB899BFDB90
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Source: NCOne Map Latest Ortho/Imagery
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Disclaimer: The information depicted on this figure is for
informational purposes only and was not prepared for, and
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is not suitable for legal or engineering purposes.
rya Project: 70227124
j�• `� Terrestrial Communities —
BP2.R027.1 Lenoir Bridge No. 530168 Date: January 2023
Lenoir County, North Carolina Drwn/Chkd: NR/JH
Figure: 3
Path: N:\Gla2022\70227123_SR1933DurhamCreek\Pro\Bridge SR1933\Bridge SR1933.aprx Date: 10/11/2022 2:12 PM

DocuSign Envelope ID: 97AA4DA4-8FF2-450E-86E3-5CB899BFDB90
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Run
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*Location and extent is approximate. T 1
0 100 200
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Source: NCOne Map Latest Ortho/In-agery y
2021, Project Study Area provided by project �►+�, jr
engineer
Disclaimer: The information depicted on this figure is for
informational purposes only and was not prepared for, and
is not suitable for legal or engineering purposes. ` t
n — Project: January
2 23
Water Resources Map
BP2.R027.1 Lenoir Bridge No. 530168 Date: Januar 02
Lenoir County, North Carolina Drwn/Chkd:NR/JH
Figure: 4
Path: N:\Gla2022\70227123_SR1933DurhamCreek\Pro\Bridge SR1933\13ndge SR1933.aprx Date: 10/11/2022 2:58 PM