20200174 Ver 1_B-5534_Permit_Drawings_20200204

Submitted on 2/4/2020
\ 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 iDate7 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)

.qi ihmittPrl nn 9iaigngn
4PA1� "ATW
M.- RP86R- N0. NO. PH
STATIC OF NORTH CARO INN
B-5534 �
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DIVISION OIF HIGH YS
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55034.1.1
55034.2.1
RW & UTILITIES
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D UPLIN COUNTY
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PERMSHEET DRAWING1
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LOCATION: BRIDGE 82 OVER BURNT COAT CREEK ON NC 111
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE
I
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z WETLAND AND SURFACE WATER
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IMPACTS PERMIT
SITE I
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VICINITY ,VAP
SEPTEMBER 3, 2019
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4
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5
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END BRIDGE
-L- Sta. 22+21.00 END TIP PROJECT B-5534
BEGIN BRIDGE -L- Sta. 29+78.00
-L- Sta. 21 + 16.00
NC 1VI11
NC
— TO PINK HILL _
BRIDGE
NO. 82
it
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Q�,
O
BEGIN TIP PROJECT B-5534
-L-
Sta. 13+78.00
THIS PROJECT IS NOT WITHIN A MUNICIPAL BOUNDARY
UNLESS ALL SIGNATURES COMPLETED
�' •
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE
LIMITS ESTABLISHED BY METHOD III
V
GRAPHIC SCALES
DESIGN
DATA
PROJECT LENGTH
PLANS PREPARED FOR Kimley>>)Horn
HYDRAULICS ENGINEER
50 25 0 50 100
AADT 2020 =
AADT 2040 =
K =
6,100
7,600
9%
LENGTH ROADWAY TIP PROJECT B-5534 = 0.283 MILES
THE NCDOT BY.-c),
roe woeryo
2018 STANDARD SPECIFICATIONS
PLANS
D 55%
LENGTH STRUCTURES TIP PROJECT B-5534— = 0.020 MILES
JEFFREY W. MOORE,P.E.
P.E.
50 25 0 50
100
T
V =
*
11%*
60 MPH
TOTAL LENGTH TIP PROJECT B-5534 0.303 MILES
RIGHT OF WAY DATE:
AUGUST 8, 20I9
s
P>
PROJECT ENGINEER
SETH DENNEY, P.E.
SIGNATURE:
ROADWAY DESIGN ENGINEER
(TTST 8% +
DUAL 3%)
TW LM
PROFILE (HORIZONTAL)
LETTING DATE:
PROJECT DESIGN ENGINEER
O
FUNCTIONAL RURAL MAJOR
V
10 5 0 10 20
CLASSIFICATION: COLLECTOR
JUNE I6, 2020
DAVID STUTTS,RE.
STRUCTURES MANAGEMENT UNIT
STATEWIDE
TIER
PROJECT ENGINEER
PROFILE (VERTICAL)
P.E.
IL
PCEPROGRAM MANAGEMENT
SIGNATURE:

w
Z
O
NICHOLS
52
`- DIST�URBED,`�
'\LIP
POSSIBLE uic \\
'_� ' /JUNCTION BOX
II D
II I TOP=72.0om?
-L-
PL Sto /6+37.50 Pl Sto 23+85.79
Pl Sto 26+73.45
A = 2622' 00.6" (RT) A = 10' 59' 17.3' (RT)
A = /0' 59' /7-T (LT)
D = 3' 28' 20.9" D = 3' 49' llA'
D = 3' 49' 11D
L = 7593' L = 287.67'
L = 287.67'
T = 386 0' T = 144.28,
T = 144.28,
R = 16 000' R = 1.500.00'
SE = A4 SE = 0.04
RO RO = 108'
R = 1.500.00'
SE = 0.04
RO = l08'
"
/08'
/
I
I
PERMIT DRAWING
SHEET 2 OF / Kimley>>> Horn
DENOTES FILL IN
WETLAND
421 SUITE 600
RALEIGH
N C.2L76001REET,
DETAIL 1
DENOTES MECHANIZED
CUT DITCH
Nab=�bl
CLEARING
own
I
F�
Gr••m 7y D
Min. D=1.5 F1.
DENOTES HAND
FROM STA. 19+00 TO STA. 21+16 (FM
CLEARING
DETAIL 2
TOE( PROTECTION
Elw ro Smb)
DENOTES TEMPORARY
t� o
IMPACTS IN SURFACE WATER
b= 2R. Gm eMile QN
Q
Type of U... = CUSS 'B' Rip-k p
FROM STA. 25+48 TO STA. 27+00 (LT) CJ Z
N
Z
0
CLASS II RIP RAP TO ELEV. 72.0'
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(STRUCTURES PAY ITEM, TYP.)
SITE
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D:
WOODS
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Do TEMPORARY
/ 41 JL Y Y CUT DITCH J
`I' ``II'' `I' SEE DETAIL 1
\'•.` CLASS R RIP RAP
EST 1 TONS
EST 5 SY GFD
Y TEMPORARY
J 2 CLASS B RIP RAF
\\ JEAN PATTERSON SMITH EST I TONS
EST 5 SY GFD
\ DB 1349 / 259
LINDA GRADY SMITH
DB 787 / 274
PROJECT REFERENCE NO. I SHEET NO.
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EXIST ROADWAY FILL
EXCAVAT/ON.TYP
(SEE CROSS —SECTIONS)
O
LINDA MARIE
BASS
DB
1597 /
I81
TOE PROTECTION
CLASS 'B' RIPRAP
EST 35 TONS
EST 70 SY GFD
SEE DETAIL 2
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f. F ----- s�F_ F --
—\ \ \, REMOVE
XISTI G R/� PU��
SHED
BEGIN APPROACH SLAB
c
-L- Sto.21+01.00
p N
BEGIN BRIDGE END B
2 Z
-L- Sto.21+16.00 -L- SI
c9 �
V 00
Z Q
-L- EIVE
Nc ////// -L-
Z
TYPE TYPE
8'
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Ir
40`
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Ir
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TYPE TYPE
111 111
TL-3
W
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SEE SHEET 6 FOR -L - PROFILE
DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP

Submitted on 2/4/2020
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
0.12
0.11
0.02
69
TOTALS*: TO.87
1
0.12
1 0.11
1
0.02
0
69
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb