20211069 Ver 1_BP2.R018.1_PERMITS_WETLAND_11x17_20211213

(Version 2.08; Released April 2018)
BP2.R018.1 TIP No.:BP2.R018.1 County(ies):Pitt Page 1 of 2
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Yes
Design/Future:Year:2040 Existing:Year:
Aquatic T&E Species?Yes Comments:
Yes No
No
Yes
Deck Drains Discharge Over Water Body?(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)
ac.
Existing roadways consists of two 10' lanes, with 3' unpaved shoulders.
800
[e-mail]
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class CNCDWR Surface Water Classification for Water Body
Tar-PamlicoBuffer Rules in Effect:N/A
400
The proposed typical section on either side of the bridge will be normal crown with cross
slope of 0.02 consisting of (2) 10' lanes with a 4' shoulder (2' paved and 2' unpaved).
The proposed bridge typical is superelevated with a cross slope of 0.025 on the bridge,
consisting of two 10' lanes with 3'-11" paved shoulder and barrier rails for a total out-to-
out width 30'-0". All side slopes will be 3:1 or flatter side slopes to existing ground with
the exception around the bridge opening.
Waterbody Information
2018
NCDWR Stream Index No.:
BP2.R018.1
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
State project BP2.R018.1 will consist of replacing the structurally deficient NCDOT bridge #730015 on SR 1565 over Chicod Creek. The proposed replacement structure is a 2-
span (1@55;1@50'’) 21” PCCS with 2.5’ caps with an out-to-out deck width of 30’ which will replace the existing 3-span (1@30'-5", 1@30’-0”, 1@30'-7”). Roadway fill slopes will
be 3:1 or flatter, with the exception around the bridge opening, and will all be grassy to encourage a diffuse flow pattern and passive stormwater treatment. Stormwater runoff
from the bridge and approach slabs will be collected by traffic bearing grated inlets in the Northeast quadrant, and a concrete flume in the Southeast quadrant of the project,
where water will discharge to roadside swales with rip rap dissipator pads at the pipe outlets. Roadside swales are to be installed to provide an appropriate amount of treatment
length before entering Chicod Creek. Provided treatement length was calculated to be in accordance to the Tar-Pamlico Watershed Buffer Zone rules. All runoff outlet areas will
be armored with rip rap dissipator pads to remove erosive velocities. All areas in which fill slopes impact existing ditches will be replaced by a swale to maintain existing
drainage patterns.
301 Fayettville St.,
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
1037 W.H. Smith Blvd Address:
General Project Information
BP2.R018.1
WBS Element:
Bridge ReplacementWBS Element:
Kisinger Campo & AssociatesNCDOT Contact:
[phone]
Suite 1500
Raleigh, NC 27601
Contractor / Designer:
[phone]
[e-mail]
Address:
9/27/2021
PittGrimesland
Michael Aman, PE
Greenville, NC 27835
River Basin(s):
City/Town:
0.6
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
Agricultural
Chicod Creek 28-101
0.6
700 ft.
Project Description
Proposed Project
Tar-Pamlico
Supplemental Classification:
Atlantic Pigtoe, Neuse River Waterdog, Northern long-earned bat, anadromous fish water work moratoria (Feb 2 - June 30)
Nutrient Sensitive Waters (NSW)
Wetlands within Project Limits?
(Version 2.08; Released April 2018)
BP2.R018.1 TIP No.:BP2.R018.1 County(ies):Pitt Page 2 of 2
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface Water
Body
Base
Width
(ft)
Front
Slope
(H:1)
Back
Slope
(H:1)
Drainage
Area
(ac)
Recommended
Treatm't Length
(ft)
Actual
Length
(ft)
Longitudinal
Slope
(%)
Q2
(cfs)
V2
(fps)
Q10
(cfs)
V10
(fps)
Rock
Checks
Used
BMP
Associated w/
Buffer Rules?
13+97 - 14+03
37.461138, -81.143999
16+51 - 17+10
37.461138, -81.143999
(1)Chicod Creek
Please note: Swales are proposed to compensate for existing swales impacted by proposed fill slopes. Rip rap dissipator pads are provided at the flume and pipe outfall locations. Recommended treatment length determined
from impervious drainage area collected from shoulderberm gutter and discharging to a single location. Velocities and Flow Rates determined for overall drainage area, including offsiteflow into swales.
WBS Element:
4 No592.8
4 0.0
1.40.54.0 48
3.0 3.0 0.1
0.0
14 2.86% 0.3 1.7
4.0 1.30.34% 2.2
6 0.4 2.0 Yes
Swales
(1)Chicod Creek
No
No
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Additional Comments
LOCATION
PROJECT STREAM IMPACTS
WETLAND &
SHEET 1 OF 7
PERMIT DRAWING
9/27/2021
4
S. GRIMESLAND BRIDGE RD CHICOD CREEKSMITHTOWN RDTO SR 1779
BOYDS RDTO SR-1780 CHICOD CREEK-L- STA 11+00.00
BEGIN PROJECT
-L- STA 17+86.00
END PROJECT
-L- STA 14+56.00
BEGIN BRIDGE
(4RD1)
STAGE 4 PLANS
OpenRoads
Plans Developed with
REPORT AS A SUPPORTING DOCUMENT.
CALCULATIONS SHALL BE PROVIDED VIA A VOLUMETRIC ORD
SHOWN IN SHEET 3B-1 AND ALL EARTHWORK QUANTITY
THIS PLAN SET. THE SUMMARY OF EARTHWORK QUANTITIES ARE
THE CROSS SECTION SUMMARY SHEET HAS BEEN REMOVED FROM
UTILIZE THE FORMER ORD PRINT SYTLE.
CROSS SECTION SHEETS. ALL OTHER SHEETS
DEVELOPMENTAL STANDARDS FOR PLAN-ELEVATION AND
PLOTTING IN THIS SET IS ACCOMPLISHED USING NCDOT'S
BY NCDOT FOR ORD DEVELOPED SHEETS AND CROSS SECTIONS.
PRINT STYLE AND PSET DEVELOPMENT IS STILL IN PROGRESS
NOTE TO REVIEWER:
0.130 MILES=TOTAL LENGTH
0.020 MILES= LENGTH STRUCTURES
0.110 MILES=LENGTH ROADWAY
PROJECT LENGTHS FOR TIP PROJECT BP2.R018.1:
**DESIGN EXCEPTION REQUIRED FOR MINIMUM HORIZONTAL CURVE RADIUS AND HORIZONTAL STOPPING SIGHT DISTANCE.
83/2011
NAD
15+63.38- STA L-
END BRIDGE83/2011NAD(SR 1565)
03/15/2022
10/15/2021
JASON M. DEBONE
JOHN P. MAZERES, P.E.
PITT COUNTY
BRIDGE NO. 730015 ON SR 1565 (S. GRIMESLAND BRIDGE ROAD)
OVER CHICOD CREEK
GRADING, DRAINAGE, PAVING AND STRUCTURE
20 40 8040
D
T
V
=
=
=
=
=
=
480
840
N/A
N/A
6
60
%
%
MPH
ADT
ADT
2022
2042
% *
DUAL 3%

* TTST =3%
FUNC CLASS =
LOCAL
SUB-REGIONAL TIER
K
0
PROFILE (HORIZONTAL)
BP2.R018.1 PE
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
2018 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALESTBD PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ROADWAY DESIGN ENGINEER
LOCATION:
TYPE OF WORK:08/12/2021DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
CONTRACT:TIP PROJECT:BP2.R018.1See Sheet 1A For Index of Sheets
SIGNATURE:
P.E.
20 40 80400
5 10 20100
VICINITY MAP (NTS)
BP2.R018.1
BP2.R018.2
BP2.R018.3

RW, UTILITIES
CONSTRUCTION

SIGNATURE:SIGNATURE:
P.E.

Offsite Detour
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
CATHRINE HOSSACK-MEYER, PE
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayettville St.,
NC FIRM LICENSE No: C-1506
NCDOT Contact:
Prepared in the Office of:PROFESSIONA
LE
NG INEER
N ORTH CARO
LINA
SEAL
049338
DNALDAA .P KIRE
PROFESSIONA
LE
NG INEER
N ORTH CARO
LINA
SEAL
043935
SEREZAM P NHOJSR 1777BLACKJACK 33
TO GREENVILLE
GRIMESLAND RDS.GRI
MESLANDBRI
DGE RDSR 1565SR 1780BOYDS RD
GRIMESLAND
TOWN RDSMITH-
SR 1780BOYDS RD
33
DI
XON RDBRIDGE RD
MOBLEYS 5/26/20
EE
V10 = 2.00 FPS
Q10 = 1.76 CFS
STA = 15+90
V10 = 1.98 FPS
Q10 = 0.35 CFS
STA = 14+03
V10 = 1.41 FPS
Q10 = 2.81 CFS
STA = 16+51
NC GRI
DNAD 83/2001PERMANENT FILL IN WETLANDS
ENGINEER
HYDRAULICS
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
PREPARED BY
STATE OF NORTH CAROLINA
ROADWAY DESIGN UNIT
83/2001NADDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
ENGINEER
ROADWAY DESIGN
4EN1 004
SHEET 2 OF 7
PERMIT DRAWING
EXCAVATION IN WETLANDS
PERMANENT SURFACE WATER IMPACTS
TEMPORARY SURFACE WATER IMPACTSTSTS
S S
E E
F F
HAND CLEARING
MECHANIZED CLEARING
HCHC
**********BP2.R018.1
DENOTES RIP RAP
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506ELECTRIC FENCE
ELECTRIC FENCE
ELECTR
IC
FENCE
WOOD FENCE
GR DriveGR Dr
i
veWOODED
WOODED
WOODED
18" RCP12" HDPE
I
NV=24.17'
I
NV=24.52'
I
NV=25.94'
EOI
EOI
6" PVC
6" PVC
EOR
BRIDGE RD.SR 1565 S. GRIMESLAND
BRIDGE
RD
.
SR
1565 S
. GRIMESLAND

I
NV=25.13'TEXISTING R/W5/26/201
GREGORY C. BOYD
4
HARDEE FAMILY HOLDINGS, LLC
2
RACHEL R. PERKINS
3
TJA, LLC
2
RACHEL R. PERKINS
BOYDS RDTO SR 1780
SMITHTOWN RDTO SR 1779
PROJECT.
SEE GENERAL NOTES FOR SEALING TIE IN JOINTS AT BEGIN/END 8.)
SEE SHEET 5 FOR PROFILE.7.)
SEE SHEET 4A FOR R/W AND EASEMENT STATIONING.6.)
ELEVATION: 20.5450'
NORTHING: 653782.9415'
EASTING: 2538979.9855'
BENCHMARK INFORMATION:5.)
CURVE RADIUS AND HORIZONTAL STOPPING SIGHT DISTANCE.
DESIGN EXCEPTION REQUIRED FOR MINIMUM HORIZONTAL 4.)
OF PROJECT ARE APPROXIMATELY 10.0 FT WIDE.
EXISTING PAVEMENT LANE WIDTHS AT THE BEGINNING AND END3.)
ALL GUARDRAIL ANCHOR UNITS ARE GREU TL-3.2.)
ALL BRIDGE GUARDRAIL ANCHOR UNITS ARE TYPE III.1.)
NOTES:1010108:1 8:18:1 1520-F-
-F-
-F--F-
-F-
-F-
-F-
-F--F-
-F-
-F-
-F-
20' INC
(TYP.)
20
' INC
(TYP
.)CHICOD CREEKCHICOD CREEK60.0' EXIST. ROW-C-N10°41'18.0"E
-L-
-L-
N02°29'55.0"E-L- START 10+00.00-L- PC 10+79.84-L- PT 13+38.96-L- PC 15+52.99-L- PT 16+53.18-L- PC 18+76.92-L- PT 20+15.67-L- END 20+60.92SE = 4%
R = 1,273.24
Tc = 130.01
Lc = 259.12
D = 04°30'00.00"
Δc = 11°39'38.0" (RT)
Plc 12+09.85
CUR DATA -L-
SE = 4%
R = 636.62
Tc = 50.20
Lc = 100.19
D = 09°00'00.00"
Δc = 09°01'01.0" (RT)
Plc 16+03.19
CUR DATA -L-
R = 636.62
Tc = 69.65
Lc = 138.75
D = 09°00'00.00"
Δc = 12°29'16.0" (LT)
Plc 19+46.57
CUR DATA -L-
-F-
-C-
-C-
-C-
-F-
-F-
N14°09'33.0"E
-L-
-C-
N23°10'34.0"E
-L-
10
'
2
' FDPS
2' FDPS
2' FDPS
F
F F
F
F
FFF
FF
E
S
TS
TS
TS
TS
HCHC
HCHC
HC
HCHCHC
HCHC
HC
FEFFF
*
HC
HC
HC
HC
HC HC
HC
F F F
HC
HCHC HC
HC
HC
HC
HC
HCHCHC
*********
*****2:13:1D
( Not to Scale)
ROADSIDE DITCH
FROM -L- STA. 14+03 TO -L- STA. 14+30 -RT-
Min. D= 1 Ft.
DETAIL A
ROAD
PROPOSED
Ground
Natural3:13:1D
( Not to Scale)'V' TAILDITCH
GRASSED SWALE
-RT-
FROM -L- STA. 13+97 TO -L- STA. 14+03
LONGIT. SLOPE (FT/FT): 2.856%
DETAIL B
GROUND
NAURAL
Ground
Natural
DDE: 2 CY
Min. D= 1 Ft.
LENGTH: 14'
FROM -L- STA. 15+90 TO -L- STA. 16+80 -LT-
END ELEV: 23.2'
BEGIN ELEV: 23.6'4:14:1D
( Not to Scale)
GRASSED SWALE
-RT-
FROM -L- STA. 16+51 TO -L- STA. 17+10
Min. D= 1.0 Ft.
DETAIL C
GROUND
NATURAL
ROAD
PROPOSED
SITE 1
SITE 2
2:13:1D
( Not to Scale)
ROADSIDE DITCH
FROM -L- STA. 14+03 TO -L- STA. 14+30 -RT-
Min. D= 1 Ft.
DETAIL A
ROAD
PROPOSED
Ground
Natural
SEE DETAIL C
GRASSED SWALE
3:13:1D
( Not to Scale)'V' TAILDITCH
GRASSED SWALE
-RT-
FROM -L- STA. 13+97 TO -L- STA. 14+03
LONGIT. SLOPE (FT/FT): 2.856%
DETAIL B
GROUND
NAURAL
Ground
Natural
DDE: 2 CY
Min. D= 1 Ft.
LENGTH: 14'
SEE DETAIL A
ROADSIDE DITCH
FROM -L- STA. 15+90 TO -L- STA. 16+80 -LT-
END ELEV: 23.2'
BEGIN ELEV: 23.6'4:14:1D
( Not to Scale)
GRASSED SWALE
-RT-
FROM -L- STA. 16+51 TO -L- STA. 17+10
Min. D= 1.0 Ft.
DETAIL C
GROUND
NATURAL
ROAD
PROPOSED
SEE DETAIL B
SWALE
GRASSED TAILDITCH
SEE DETAIL A
ROADSIDE DITCH
+70
RAP ROCK PLATING
CL II GRANITE RIP
EE

004
NC GRI
DNAD 83/2001EXCAVATION IN WETLANDSEE
ENGINEER
HYDRAULICS
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
PREPARED BY
STATE OF NORTH CAROLINA
ROADWAY DESIGN UNIT
83/2001NADDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
4EN1
MECHANIZED CLEARING
BP2.R018.1
DENOTES RIP RAP
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
ELECTR
IC
FENCE
WOODED
WOODED
WOODED
6" PVC
6"
PVC
EXISTING R/WGREGORY C. BOYD
2
RACHEL R. PERKINS
3
TJA, LLC10108:1
8
:18:1 15-F-
-F-
-F-
-F-
-F-
-F--F-
-F-
-F-
20' INC
(TYP.)
20
' INC
(TYP.)CHICOD CREEKCHICOD CREEK-C--L- PT 13+38.96-L- PC 15+52.99-L- PT 16+53.18SE = 4%
R = 636.62
Tc = 50.20
Lc = 100.19
D = 09°00'00.00"
Δc = 09°01'01.0" (RT)Plc 16+03.19
CUR DATA -L-
-C-
-C-
-C-
-F-
-F-
N14°09'33.0"E
-L-
-C-
10
'
2
' FDPS
F
F F
F
F
FFF FF
E
STS
TS
TS
TS
HCHC
HC
HC
HC
HCHCHC
HC
HC
HC
FE
F F F
*
HC
HC
HC
HC
HC HC HC
F F F
HC
HCHC
HC
HC
HC
HCHC
HCHCHC
*********
*****
PERMANENT FILL IN WETLANDS
PERMANENT SURFACE WATER IMPACTS
TEMPORARY SURFACE WATER IMPACTSTSTS
S S
F F
SHEET 3 OF 7
PERMIT DRAWING
1" = 50'
SCALE:
HAND CLEARINGHCHC
*********SEE DETAIL C
GRASSED SWALE
SEE DETAIL A
ROADSIDE DITCH
SEE DETAIL BSWALEGRASSED TAILDITCH
SEE DETAIL AROADSIDE DITCH
+70RAP ROCK PLATINGCL II GRANITE RIP
SITE 1
SITE 2

V10 = 2.00 FPS
Q10 = 1.76 CFS
STA = 15+90
2:13:1D
( Not to Scale)
ROADSIDE DITCH
FROM -L- STA. 14+03 TO -L- STA. 14+30 -RT-
Min. D= 1 Ft.
DETAIL A
ROAD
PROPOSED
Ground
Natural 3:13:1D
( Not to Scale)'V' TAILDITCH
GRASSED SWALE
-RT-
FROM -L- STA. 13+97 TO -L- STA. 14+03
LONGIT. SLOPE (FT/FT): 2.856%
DETAIL B
GROUND
NAURAL
Ground
Natural
DDE: 2 CY
Min. D= 1 Ft.
LENGTH: 14'
FROM -L- STA. 15+90 TO -L- STA. 16+80 -LT-
END ELEV: 23.2'
BEGIN ELEV: 23.6'4:14:1D
( Not to Scale)
GRASSED SWALE
-RT-
FROM -L- STA. 16+51 TO -L- STA. 17+10
Min. D= 1.0 Ft.
DETAIL C
GROUND
NATURAL
ROAD
PROPOSED
V10 = 1.41 FPS
Q10 = 2.81 CFS
STA = 16+51
V10 = 1.98 FPS
Q10 = 0.35 CFS
STA = 14+03
EE
V10 = 2.00 FPS
Q10 = 1.76 CFS
STA = 15+90
V10 = 1.98 FPS
Q10 = 0.35 CFS
STA = 14+03
V10 = 1.41 FPS
Q10 = 2.81 CFS
STA = 16+51
NC GRI
DNAD 83/2001ENGINEER
HYDRAULICS
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
PREPARED BY
STATE OF NORTH CAROLINA
ROADWAY DESIGN UNIT
83/2001NADDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
ENGINEER
ROADWAY DESIGN
0044EN1
SHEET 4 OF 7
PERMIT DRAWING
PERMANENT FILL IN WETLANDS
EXCAVATION IN WETLANDS
PERMANENT SURFACE WATER IMPACTS
TEMPORARY SURFACE WATER IMPACTSTSTS
S S
E E
F F
HAND CLEARING
MECHANIZED CLEARING
HCHC
**********BP2.R018.1
DENOTES RIP RAP
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506ELECTRIC FENCE
ELECTRIC FENCE
ELECTR
IC
FENCE
WOOD FENCE
GR DriveGR Dr
i
veWOODED
WOODED
WOODED
BM1
18" RCP12" HDPE
I
NV=24.17'
I
NV=24.52'
I
NV=25.94'
EOI
EOI
6" PVC
6" PVC
EOR
BRIDGE RD.SR 1565 S. GRIMESLAND
BRIDGE
RD
.
SR
1565 S
. GRIMESLAND

I
NV=25.13'TEXISTING R/W5/26/201
GREGORY C. BOYD
4
HARDEE FAMILY HOLDINGS, LLC
2
RACHEL R. PERKINS
3
TJA, LLC
2
RACHEL R. PERKINS
BOYDS RDTO SR 1780
SMITHTOWN RDTO SR 1779
PROJECT.
SEE GENERAL NOTES FOR SEALING TIE IN JOINTS AT BEGIN/END 8.)
SEE SHEET 5 FOR PROFILE.7.)
SEE SHEET 4A FOR R/W AND EASEMENT STATIONING.6.)
ELEVATION: 20.5450'
NORTHING: 653782.9415'
EASTING: 2538979.9855'
BENCHMARK INFORMATION:5.)
CURVE RADIUS AND HORIZONTAL STOPPING SIGHT DISTANCE.
DESIGN EXCEPTION REQUIRED FOR MINIMUM HORIZONTAL 4.)
OF PROJECT ARE APPROXIMATELY 10.0 FT WIDE.
EXISTING PAVEMENT LANE WIDTHS AT THE BEGINNING AND END3.)
ALL GUARDRAIL ANCHOR UNITS ARE GREU TL-3.2.)
ALL BRIDGE GUARDRAIL ANCHOR UNITS ARE TYPE III.1.)
NOTES:1010108:1 8:18:1 1520-F-
-F-
-F--F-
-F-
-F-
-F-
-F--F-
-F-
-F-
-F-
20' INC
(TYP.)
20
' INC
(TYP
.)CHICOD CREEKCHICOD CREEK60.0' EXIST. ROW-C-N10°41'18.0"E
-L-
-L-
N02°29'55.0"E-L- START 10+00.00-L- PC 10+79.84-L- PT 13+38.96-L- PC 15+52.99-L- PT 16+53.18-L- PC 18+76.92-L- PT 20+15.67-L- END 20+60.92SE = 4%
R = 1,273.24
Tc = 130.01
Lc = 259.12
D = 04°30'00.00"
Δc = 11°39'38.0" (RT)
Plc 12+09.85
CUR DATA -L-
SE = 4%
R = 636.62
Tc = 50.20
Lc = 100.19
D = 09°00'00.00"
Δc = 09°01'01.0" (RT)
Plc 16+03.19
CUR DATA -L-
R = 636.62
Tc = 69.65
Lc = 138.75
D = 09°00'00.00"
Δc = 12°29'16.0" (LT)
Plc 19+46.57
CUR DATA -L-
-F-
-C-
-C-
-C-
-F-
-F-
N14°09'33.0"E
-L-
-C-
N23°10'34.0"E
-L-
10
'
2
' FDPS
2' FDPS
2' FDPS
F
F F
F
F
FFF
FF
E
S
TS
TS
TS
TS
HCHC
HCHC
HC
HCHCHC
HCHC
HC
FEFFF*
HC
HC
HC
HC
HC HC
HC
F F F
HC
HCHC HC
HC
HC
HC
HC
HCHCHC
*********
*****2:13:1D
( Not to Scale)
ROADSIDE DITCH
FROM -L- STA. 14+03 TO -L- STA. 14+30 -RT-
Min. D= 1 Ft.
DETAIL A
ROAD
PROPOSED
Ground
Natural3:13:1D
( Not to Scale)'V' TAILDITCH
GRASSED SWALE
-RT-
FROM -L- STA. 13+97 TO -L- STA. 14+03
LONGIT. SLOPE (FT/FT): 2.856%
DETAIL B
GROUND
NAURAL
Ground
Natural
DDE: 2 CY
Min. D= 1 Ft.
LENGTH: 14'
FROM -L- STA. 15+90 TO -L- STA. 16+80 -LT-
END ELEV: 23.2'
BEGIN ELEV: 23.6'4:14:1D
( Not to Scale)
GRASSED SWALE
-RT-
FROM -L- STA. 16+51 TO -L- STA. 17+10
Min. D= 1.0 Ft.
DETAIL C
GROUND
NATURAL
ROAD
PROPOSED
SITE 1
SITE 2
2:13:1D
( Not to Scale)
ROADSIDE DITCH
FROM -L- STA. 14+03 TO -L- STA. 14+30 -RT-
Min. D= 1 Ft.
DETAIL A
ROAD
PROPOSED
Ground
Natural
SEE DETAIL C
GRASSED SWALE
3:13:1D
( Not to Scale)'V' TAILDITCH
GRASSED SWALE
-RT-
FROM -L- STA. 13+97 TO -L- STA. 14+03
LONGIT. SLOPE (FT/FT): 2.856%
DETAIL B
GROUND
NAURAL
Ground
Natural
DDE: 2 CY
Min. D= 1 Ft.
LENGTH: 14'
SEE DETAIL A
ROADSIDE DITCH
FROM -L- STA. 15+90 TO -L- STA. 16+80 -LT-
END ELEV: 23.2'
BEGIN ELEV: 23.6'4:14:1D
( Not to Scale)
GRASSED SWALE
-RT-
FROM -L- STA. 16+51 TO -L- STA. 17+10
Min. D= 1.0 Ft.
DETAIL C
GROUND
NATURAL
ROAD
PROPOSED
SEE DETAIL B
SWALE
GRASSED TAILDITCH
SEE DETAIL A
ROADSIDE DITCH
+70
RAP ROCK PLATING
CL II GRANITE RIP
EE

004
NC GRI
DNAD 83/2001ENGINEER
HYDRAULICS
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
PREPARED BY
STATE OF NORTH CAROLINA
ROADWAY DESIGN UNIT
83/2001NADDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
4EN1
EXCAVATION IN WETLANDSEE MECHANIZED CLEARING
BP2.R018.1
DENOTES RIP RAP
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
ELECTR
IC
FENCE
WOODED
WOODED
WOODED
BM1
6" PVC
6"
PVC
EXISTING R/W10108:1
8
:18:1 15-F-
-F-
-F-
-F-
-F-
-F--F-
-F-
-F-
20' INC
(TYP.)
20
' INC
(TYP.)CHICOD CREEKCHICOD CREEK-C--L- PT 13+38.96-L- PC 15+52.99-L- PT 16+53.18SE = 4%
R = 1,273.24
Tc = 130.01
Lc = 259.12
D = 04°30'00.00"
Δc = 11°39'38.0" (RT)Plc 12+09.85
CUR DATA -L-
SE = 4%
R = 636.62
Tc = 50.20
Lc = 100.19
D = 09°00'00.00"Δc = 09°01'01.0" (RT)Plc 16+03.19
CUR DATA -L-
-C-
-C-
-C-
-F-
-F-
N14°09'33.0"E
-L-
-C-
10
'
2
' FDPS
F
F F
F
F
FFF FF
E
STS
TS
TS
TS
HCHC
HC
HC
HC
HCHCHC
HC
HC
HC
FE
FF F
*
HC
HC
HC
HC
HC HC HC
F F F
HC
HCHC
HC
HC
HC
HCHC
HCHCHC
*********
*****
SHEET 5 OF 7
PERMIT DRAWING
1" = 50'
SCALE:
PERMANENT FILL IN WETLANDS
PERMANENT SURFACE WATER IMPACTS
TEMPORARY SURFACE WATER IMPACTSTSTS
S S
F F HAND CLEARINGHCHC
*********SEE DETAIL C
GRASSED SWALE
SEE DETAIL AROADSIDE DITCH
SEE DETAIL BSWALEGRASSED TAILDITCH
SEE DETAIL AROADSIDE DITCH
+70RAP ROCK PLATINGCL II GRANITE RIP
SITE 1
SITE 2

3:1D
( Not to Scale)'V' TAILDITCH
GRASSED SWALE
-RT-
FROM -L- STA. 13+97 TO -L- STA. 14+03
LONGIT. SLOPE (FT/FT): 2.856%
DETAIL B
Ground
Natural
DDE: 2 CY
Min. D= 1 Ft.
LENGTH: 14'
4:1D
( Not to Scale)
GRASSED SWALE
-RT-
FROM -L- STA. 16+51 TO -L- STA. 17+10
Min. D= 1.0 Ft.
DETAIL C
ROAD
PROPOSED
3:1GROUND
NAURAL
END ELEV: 23.2'
BEGIN ELEV: 23.6'2:13:1D
( Not to Scale)
ROADSIDE DITCH
Min. D= 1 Ft.
DETAIL A
Ground
Natural
FROM -L- STA. 14+03 TO -L- STA. 14+30 -RT-
ROAD
PROPOSED
FROM -L- STA. 15+90 TO -L- STA. 16+80 -LT-
V10 = 2.00 FPS
Q10 = 1.76 CFS
STA = 15+90
GROUND
NAURAL 4:1V10 = 1.98 FPS
Q10 = 0.35 CFS
STA = 14+03 V10 = 1.41 FPS
Q10 = 2.81 CFS
STA = 16+51
BOUNDARYWETLAND BOUNDARYWETLAND 27.97-10.00EOT27.2810.00PSPSSBP27.91-15.28SBP27.1015.27SSSS27.99-11.2827.2411.2725.3220.6125.70-21.9327.39-10.0026.7010.0027.04-0.00-3.4%
-2.0%
-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
15 15
20 20
25 25
30 30
35 35
F F
-3.4%
+3.4%27.75-10.00EOT26.9810.00PSSBP27.82-18.36DPSS26.8114.3327.90-14.3623.12-27.7524.8622.4525.4316.8027.16-10.0026.3910.0026.78-0.0027.1414.99-2.0%
-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
10 10
15 15
20 20
25 25
30 30
35 35
FBOUNDARYWETLAND BOUNDARYWETLAND +3.9%
+3.9%
-3.9%

X 001
5/26/20BP2.R018.15100
SHEET 6 OF 7
PERMIT DRAWING
[phone]
Raleigh, NC 27601
Suite 1500
301 Fayetteville Street,
NC FIRM LICENSE No: C-1506
13+50.00
16+00.00
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 13+26 / 14+56 Roadway Fill < 0.01 < 0.01 0.01
1 14+57 / 14+69 Bridge Begin < 0.01 57
2 15+57 / 15+68 Bridge End < 0.01 < 0.01 5
2 15+85 / 16+54 Roadway Fill 0.01 < 0.01 < 0.01 0.03

TOTALS*:0.02 < 0.01 < 0.01 0.04 < 0.01 < 0.01 5 57 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 7 OF 719 sq. ft
127 sq. ft
8 sq. ft
18 sq. ft
21 sq. ft
Site 1 Permanent Fill in Wetlands:
Site 1 Mechanized Clearing:
Site 2 Permanent Surface Water Impacts:
Site 2 Excavation in Wetlands:
Site 2 Mechanized Clearing:
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Pitt
SF-730015
BP2.R018.1
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
10/27/2021Site 1 Temporary Surface Water Impacts:
Site 2 Excavation in Wetlands (Abutment
Excavation):
240 sq. ft
345 sq. ft