20200174 Ver 1_B-5534 General Duplin March 4 2020_20200306

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mandatory questions are answered.
Project Type: * r New Project
r New Project with Existing ID
r Pre -Application Submittal
r More Information Response
r Other Agency Comments
r For the Record Only (Courtesy Copy)
r Stream or Buffer Appeal
Submittal Type:*
More Info Received
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
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do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
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you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Project Contact Information
Name: Gordon E. Cashin
Vft is subrritting the inforrration?
Email Address:* [e-mail]
Project Information
Existing ID #:* Existing Version:*
20200174 1
20170001(no dashes)
Project Name:* Bridge No. 82 over Burnt Coat Creek on NC 11/111 in Duplin County (B-5534)
Is this a public transportation project?*
r Yes
r No
Is this a DOT project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?*

r Yes r No f Unknown
TIP#: W13S#:
B-5534 55034.1.1
(Applies to DOT projects only)
County (ies) *
Duplin
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach docurrent
B-5534 Utility Permit Drawings.pdf 2.59MB
B-5534_Permit Drawings.pdf 4.91MB
Only pdt or Iv17 files are accepted.
Describe the attachments:
Impervious dikes have been added around the existing bridge.
The previous version of the drawings incorrectly included 0.02 ac and 69 If in the summary table. This should
have shown 0 for both. Now that the impervious dike is added as a temporary impact, the plan sheets show it
as such, and the table has been updated to 0.02 ac and 52 If.
Since the impervious dike location overlaps where we were showing impacts for the utilities, we have updated
both sets of permit drawings to not double count these impacts.
* R By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
• I intend to electronically sign and submit the online form."
Signature:*
Submittal Date: Is filled in automatically once submitted.

Revised 3/4/2020
\ H hwa North Carolina Department of Transportation ti
StOYY 7wdteY Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 55034.1.1 TIP No.: B-5534 County(ies): Duplin Page 1 of 1
General Project Information
WBS Element:
55034.1.1 TIP Number: B-5534 Project Type: Bridge Replacement Date: 9/30/2019
NCDOT Contact:
Mason Herndon
Contractor / Designer:
Kimle -Horn
Address:
Highway Division 3
Address:
421 Fayetteville Street
Suite #600
Raleigh, NC, 27601
5501 Barbados Blvd.
Castle Ha ne, INC, 28429
Phone:
910 341-2036
Phone:
919 653-6623
Email:
tmherndon ncdot. ov
Email:
vance.blanton kimle -horn.com
City/Town:
Pink Hill
Count ies :
Duplin
River Basin(s):
Cape Fear
CAMA County?
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
.303 miles Surrounding Land Use: Rural/Coastal
Proposed Project
Existing Site
Project Built -Upon Area ac.
0.9 ac.
0.9 ac.
Typical Cross Section Description:
2 @ 12' wide lanes w/ 8' paved shoulders and 6:1 side slopes Number of
Spans: 3 Span
Arrangement: 30', 50', 25', 36" GIRDER DECK w/ 4' caps and 90 skew
Bridge Length: 105'
Number of Spans: 2
Span Arrangement: 32'3
Bridge Length: 65'
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 7600 Year: 2040
Existing: 6100 Year: 2020
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The bridge replacement on NC 11/111 conveys Burn Coat Creek from North to South and ultimately drains into the Northeast Cape Fear River.
The existing bridge, overall length CAL = 65' and width 30' will be replaced with a bridge having an DAL = 105' and width = 30'. The new bridge is longer than the existing bridge
to accommodate the spatial difference between the previous bridge location to the new Iocation.The proposed bridge and roadway improvements minimized the existing
overtopping condition and maintain a minimal transition between existing and new roadway.
Runoff from the bridge is captured on the low side of the bridge in shoulder berm gutter and traffic bearing 1 GI's on either side of the road. The 18" pipe systems are designed
to outfall (with rip rap outlet protection) outside of buffer zones 1 and 2.
Burn Coat Creek is a FEMA stream that is shown on Flood Insurance Rate Map (FIRM) panel 370254-2563-K, dated 06/20/2018. A hydraulic analysis on Burn Coat Creek was
performed to assess the potential flood level increases associated with this project. Based on this analysis, the proposed bridge replacement project was shown to have a
maximum base flood level increase of 0.1' after the bridge and a maximum decrease in base flood elevation of 0.1' before the bridge. This project qualifies for an MCA Type 2d.
Additionally, rock platting has been used on slopes of 1.5:1 to prevent increased impacts to the existing wetlands.
Waterbody Information
Surface Water Body (1): Burn Coat Creek
NCDWR Stream Index No.:
18-74-17
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters SW
Other Stream Classification:
L None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
iYes
Deck Drains Discharge Over Buffer? INo
Dissipator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body?
INo
(If yes, provide justification in the General Project Narrative)
I
(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)

W
0
See Sheet to For Index of Sheets
See Sheet 1B For Conventional Symbols
VICINITY
iVAP
-\O
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
DUPLIN COUNTY
LOCATION. BRIDGE 82 OVER BURNT COAT CREEK ON NC IM11
TYPE OF WORK GRADING, DRAINAGE, PAVING, AND STRUCTURE
IWETLAND AND SURFACE WATERI
omTR
&rAIW M— REPBRENM M
N.C.
B-5534
vr—PRALK-
55034.1.1
P. E.
55034.2.1
R/W & UTILITIES
55034.3.1
CONSTRUCTION
PERMIT DRAWING
SHEET i OF 7
I
� w 00
0
z z
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
KimleylMorn
HYDRAULICS ENGINEER
PLANS PREPARED FOR
AADT 2020 = 6,100
THE NCDOT BY. -
510 215 0 50 100
AADT 2040 = 7,600
K 9%
D 55%
LENGTH ROADWAY TIP PROJECT B-5534 0.283 MILES
LENGTH STRUCTURES TIP PROJECT B-5534 = 0.020 MILES
SEAL
038559
2018 STANDARD SPECIFICATIONS
PLANS
JEFFREY W. M00REP.E.
P.E.
50 25 0 50
100
T 11%*
V 60 MPH
(TTST 8% + DUAL 3%)
TOTAL LENGTH TIP PROJECT B-5534 0.303 MILES
RIGHT OF WAY DATE.
AUGUST 8,2019
TRI,
PROJECT ENGINEER
SETH DENNEY, P.E.
SIGNATURE,
ROADWAY DESIGN ENGINEER
PROFILE (HORIZONTAL)
PROJECT DESIGN ENGINEER
FUNCTIONAL RURAL MAJOR
10 5 0 1 0 20
CLASSIFICATION: COLLECTOR
STATEWIDE TIER
LETTING DATE:
DAzuREs VID STUTTSP.E.
PROJECT ENGINEER
PE
PROFILE (VERTICAL)
P CFIPROGRAM MANAGEMENT
SIGNATURE:

XWELL, II
NICHOLS
52
DISTE PBED� '\ \ \ \\ \
�xt1-II POSSIBLE U/G \\
'oem4Z. , /�uNJfc��noN Box \
II II TOP �2d \��
Z�
2c
P1 Sta 16+3750
P1 Sta 23+85.79
P/ Sta 26+T3.45
A = 26' 22' 00.6' (RT)
A = 10' 59' 17S (RT)
A = /0' 59' 1i-43 (LT)
D = 3' 28' 20.9•
D = 3 49' 11.0”
D = 3' 49' IIL'
L = 7-59 /'
L = 28T.67'
L = 28T.67'
T = 386
T = 14428'
T = 14428'
R = l6 000
R = l 500A0
R = 1,50000
SE = A4
SE = 0.04
SE = 0.04
RO = 08' RO = 108' RO = 108'
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
CLEARING
3R 3E 3E 1E
/ DENOTES TEMPORARY DENOTES HAND
FILL IN WETLAND CLEARING
z
/yL
1�L'1
TH•I
t10.06 32.75
\
\
be
Lle.59
R
L
I
,f� I
LJ .d
i
O
FAISON D. SMITH
DB 565 / 323
Vy ODS
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
N
CLASS II RIP RAP TO ELEV. 72.0' —
(STRUCTURES PAY ITEM, TYP.)
SITE
WOODS
a � -
.E55
/�, ld \ \ 91 Lp
TOP=71.6 DI /I I, s_ h' i i' Y 1 Y 1 Y Y 1 Y Y \Y--`1/B—\ 1 Y Y 1 Y \WOODS
TOP=71.68'�
'HOODS
40" �c
/ `I. `I, �j �j TEMPORARY
1'
`1' `Ij 1' 1 1CUT DITCH
SEE DETAIL 1
I;.
\'•. .f/ `1' `I' `I. `I' `I. `11 CLASS B RIP RAP
EST 1 TONS
EST 5 SY GFD
TEMPORARY
2 CLASS B RIP RAP
\\ JEAN PATTERSON SMITH EST 1 TONS
EST 5 SY GFD
\ DB 1349 / 259
LINDA GRADY SMITH
DB 787 / 274
PERMIT DRAWING
SHEET 2 OF / Kimley>>> Horn
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601
DETAIL 1
CUoT DITCH
IN . let
Dilh
S4.
D FW
Min. D=1.5 F.
FROM STA.19+00 TO STA.21+16 —L— (RT)
DETAIL 2
TOEI PROTECTION
Nd m swkj
S F`l
Gmund H—b—_. F
I d
d— 1 F.
b= 2 Ft. Geole.fil.
Type of U—= OAIIS 'B' RipJ,
FROM STA.25+48 TO STA.27+00 (LT)
LINDA MARIE BASS
DB 1597 / 181
—IM REMOVE
Y Y Y Y
i'
PROJECT REFERENCE NO.
SHEET NO.
B-5534
4
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EXIST ROADWAY FILL
EXCAVATIONTION.TYP
(SEE CROSS _SECTIONS)
0
U oD
Z�
Z
N
TOE PROTECTION
CLASS 'B' RIPRAP
EST 35 TONS
EST 70 SY GFD
SEE DETAIL 2
WOODS
I
I
rN•z
L 26t00.79 29.i3
Elev. 79.92 W
8' PVC LV
R W
F
O
x
—= N
V
XISTI G R/V PUEF
I /
UIN CHIL)UL END BRIDGE
- c5,1 'PI+1Ann
-
L-NC 11//// rL
W
0
SEE SHEET 6 FOR -L- PROF/LE
SEE SHEETS S-1THRU S-34 FOR STRUCTURE PLANS
TYPE
B-77
TYPE GREU
B-77
DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP

i
W
0
XWELL. II
-L-
Pl St0 /6+3750
PI Sta 23+85.79
PI Sta 26+7-3.45
p = 26' 22' 00.6 (RT) p = /0' 59' 1T.3" (RT)
p = /0' 59' 17.3' fLTJ
D = 3' 28' 20.9'
D = 3' 49' llA"
D = 3' 49' //.0"
L = T59 /'
L = 28TbT'
L = 287.6T
T = 386
T = 14428'
T = 14428'
R = /r6 0.00
R = 1.500A0'
R = 1,500.00'
SE = A4
SE = 0.04
SE = 0.04
RO = /OS'
RO = 108'
RO = 108'
/
DENOTES TEMPORARY
FILL IN
WETLAND
\P *
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
CLEARING
3k 3R 3A 1E
DENOTES HAND
CLEARING
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
N
CLASS II RIP RAP TO ELEV. 72.0' —
(STRUCTURES PAY ITEM, TYP.(
SITE
O \
FAIS .SMITH \ \
D 65 / 323 �
C* E F
Vy ODS o�
F F F p cl�
PER
DRAWING
SHEET 3 OF T Kimley>>> Horn
421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, N.C. 27601
/ 00
DETAIL 1
CUo DITCH
I N �o scale)
slope
Grand ?/ D FW
Min. D=1.5 F.
FROM STA. 19+00 TO STA. 21+16 -L- (RT)
DETAIL 2
TOEl Nd m PROTECTION
swkj
s F`�es
Nowml 1.� `\S�oPe
Gmund H-b-y F
I I d
d= 1 F.
6= ] Ft. GeDlealile
Type of liner= Cu.SS 'B'RipJtpp
FROM STA. 25+48 TO STA. 27+00 (LT)
LINDA MARIE BASS
DB 1597 / I81
;}' FO- -
\\\ -RE—
II,13
II I T -72s31 \� tiJ L"J c y - PRo \
PRGP o;Rl P�R TEL �AT, = _ = op � TEL °p ��Fp�N Fs — - —
TF Fo �AaL ,� TF
_rv-- - �- -d,- �.L� N� 70�lr'o
rveFo
— �A 70 +91
QM
TOP 71.6
IR
`1' `I' `I' `1' `I `I. `I' `1' TEMPORARY
sd •\ �j 1 Y 1 Y 1' 1j `�i �/ Y Y Y 1 Y Y 1 CUT DITCH
SEE DETAIL 1
CLASS B RIP RAP
EST 1 TONS N
EST 5 SY GFD Q
�
2 TEMPORAZ
RY (,
CLASS B RIP RAP
\ JEAN PATTERSON SMITH EST 1 TONS U 0
EST 5 SY GFD Z
\\ DB 1349 / 259 Z
LINDA GRADY SMITH r 3
DB 787 / 274 ?
SEE SHEET 6 FOR -L- PROF/LE
SEE SHEETS S-ITHRU S-34 FOR STRUCTURE PLANS
PROJECT REFERENCE NO. SHEET NO.
B-5534
RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EXIST ROADWAY FILL
EXCAVATION.TYP
(SEE CROSS _SECTIONS)
0
Z�
z
N
TOE PROTECTION
CLASS 'B' RIPRAP
EST 35 TONS
EST 70 SY GFD
SEE DETAIL 2
77
G
----_ — poPUr
TF '
\I`
�-y- SEX T v�l�.iry I P I \
�Woa�s
TYPE
a-n
vIN brrluvt END BRIDGE
-L- ENNG
NC ll/llli --
GREU
a-n
DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP
S
TYPE
h

Revised 3/4/2020
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
15+87.74 to 25+10.60
105' BRIDGE
0.87
< 0.01
0.12
0.11
0.02
52
TOTALS*: TO.87
I < 0.01
1
0.12
1 0.11
1
1 0.02 1
0
52
0
*Rounded totals are sum of actual impacts
1001111*3
Revised 2018 Feb

See Sheet to For Index of Sheets
See Sheet >B For Conventional Symbols
VICINITY iVAP
GRAPHIC SCALES
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
UE-1 TITLE SHEET
UE-2IUE-3 UTILITY ENVIRONMENTAL
PLANSHEETS
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
EAU UTILITY PERMIT DRAWING
DUPLIN COUNTY
LOCATION: BRIDGE 82 OVER BURNT COAT
CREEK ON NC 111
TYPE OF WORK: RELOCATION OF POWER,
COMMUNICATION, AND WATERLINES
WATER AND SEWER
OWNERS ON PROJECT
(A) WATERISANITARY SEWER: DUPLIN COUNTY
(B) ELECTRIC: DUKE ENERGY
(C) FIBER: CENTURYLINK
(D) TELEPHONE: AT&T
(E) CABLE: CHARTER
PREPARED IN THE OFFICE OF
Kimley >> Horn
JEFFERY W. MOORE, P.E. PROJECT DESIGN ENGINEER
SETH DENNEY, P.E. STRUCTURES ENGINEER
VANCE BLANTON, P.E. HYDRAULIC ENGINEER
SEAL
T.I.P. NO.
SHEET NO.
B-5534
UE-1
I
,a
o�
0
Zz
PRELIMINARY PLAN
DO NOT USE POR CONSTRUC170N
DOCUMENT NOT CONSIDERED FINAL
UNTIL ALL SIGNATURES ARE COMPLETED
DIVISION OF HIGHWAYS
UTILITIES UNIT
1555 MAIL SERVICES CENTER
RALEIGH NC 27699-1555
PHONE [phone]
FAX [phone]
OF TSpHs�
NABIL HAMDAN
UTILITIES REGIONAL ENGINEER
KELVIN MARTIN, E.L UTILITIES ENGINEER
KYLE PLEASANT
UTILITIES AREA COORDINATOR
LARRY JAMES
UTILITIES COORDINATOR

Revised 3/4/2020
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS URFACE 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
16+42 to 16+73
COMMUNICATION & POWER
RELOCATION
< 0.01
2
17+94 to 19+40
COMMUNICATION & POWER
RELOCATION
0.02
3
20+64 to 21+48
COMMUNICATION & POWER
RELOCATION
0.02
4
21+69 to 24+57
COMMUNICATION & POWER
RELOCATION
0.05
TOTALS*:
0.10
1
0
1 0
1 0
*Rounded totals are sum of actual impacts
NOTES:
2018 Feb