20191059 Ver 1_B-5703_Permit_Plans_and_Impact_20190529_20190809

. Highway North Carolina Department of Transportation
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„,„,,,,,,I Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 45657.1.1 TIP No.: B-5703 County(ies): Cumberland Page 1 of 3
General Project Information
WBS Element:
45657.1.1
ITIP Number: B-5703
Project Type: Bridge Replacement
Date: 4/25/2019
NCDOT Contact:
Frank Fleming
Contractor / Designer:
Leah Young, PE
Address:
940 Main Campus Drive Suite 500
Address:
4505 Falls of Neuse Road
Raleigh, NC
Suite 400
27606
Raleigh, NC 27609
Phone:
[phone]
Phone:
[phone]
Email:
ffleming(cDvhb.com
Email:
I [e-mail]
City/Town:
Fayetteville, NC
County(ies):
Cumberland
River Basin(s):
Cape Fear
CAMA County?
No
Wetlands within Project Limits?
No
Project Description
Project Length (lin. miles or feet):
0.176 miles
Surrounding Land Use:
Residential/Forest
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
1.5 ac.
1.2 ac.
Typical Cross Section Description:
-L- STA. 14+00.00 TO STA. 15+70.00 and -L- STA. 18+41.00 TO STA. 20+57.00 have
24' roadway with 2' paved shoulder
12' lanes and 8' shoulders (2' FDPS). -L- STA. 12+26.00 TO 14+00.00, STA. 15+70.00
TO STA. 15+94 +/-, STA. 17+91 +/- TO STA. 18+41.00, and STA. 20+57.00 TO STA.
21+57.00 will also have 12' lanes and 8' shoulders (4' FDPS). The bridge section (-L-
STA. 15+94 +/- TO STA. 17+91 +/- has 12' lanes with 4' shoulders. -L- STA. 13+58.60
TO -L- STA 15+94.20 and -L- STA. 17+91.20 TO -L- STA. 21+01.58 on the left will have
guardrail. -L- STA. 12+83.83 TO -L- STA. 15+94.20 and -L- STA. 17+91.20 TO -L- STA.
19+39.08 on the right will also have guardrail.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 9100 Year: 2040
Existing: 5700 Year: 2016
General Project Narrative:
The project will replace Cumberland County Bridge #69 and its approaches. The proposed replacement is 197' long with a clear roadway of 32'. This structure provides 2-12'
(Description of Minimization of Water
travel lanes with 4' shoulders. The proposed bridge will have 1.5:1 abutments and 4' caps at the end bents. Placement and construction of the proposed bridge, end bents, caps,
Quality Impacts)
and associated roadway fill will not result in any wetland or similar environmental impacts. There will be no permanent channel changes. STORMWATER CONTROLS: The
proposed bridge does utilize deck drains, but no water discharging from these drains is discharging over open water. The discharge on the left side of the bridge discharges
through an inlet/pipe system outside of the jurisdictional stream at non -erosive velocities. Additionally, the entire length of the existing ditch on the right side of the bridge will
have a proposed special cut ditch with 3:1 or flatter side slopes. This ditch becomes a lateral base ditch that discharges to rip rap at the embankment of Little River at non -
erosive velocities. The entire length of this proposed ditch is listed in the "Swales" summary sheet. Roadway runoff is treated via vegetated roadway shoulders and
existing/proposed vegetated swales prior to entering the stream. Class II riprap will be placed under the bridge on either side of the channel at a minimum elevation of one foot
above the natural water surface to provide bank stabilization and prevent impacts to the stream.
Surface Water Body (1):
Little River (Lower Little River)
NCDWR Stream Index No.:
18-23-(24)
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
None
Other Stream Classification:
None
Impairments.
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
N/A
Buffer Rules in Effect:
N/A
Project Includes Bridge Spanning Water Body?
Yes
Deck Drains Discharge Over Buffer?
INo
Dissipator Pads Provided in Buffer?
N/A
Deck Drains Discharge Over Water Body?
INo
(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)

I Ii�;t��n't7T North Carolina Department of Transportation2'�of"o,,.4,
S(orihwOOMm Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 45657.1.1 TIP No.: B-5703 County(ies): Cumberland Page 2 of 3
Swales
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
N
Q2
(cfs)
V2
(fps)
Q10
(cfs)
V10
(fps)
Rock
Checks
Used
BMP
Associated w/
Buffer Rules?
4
-L- 17+91.30 LT
(1)Little River
(Lower Little
2.0
3.0
3.0
1.6
160
68
9.10%
N/A
N/A
4.2
3.2
No
No
-L- 18+50.00 LT
4
-L- 18+50.00 LT
(1)Little River
(Lower Little
2.0
3.0
3.0
1.6
160
98
0.96%
N/A
N/A
4.2
2.1
No
No
-L- 19+50.00 LT
4
-L- 19+50.00 LT
(1)Little River
(Lower Little
2.0
3.0
3.0
1.6
160
186
0.76%
N/A
N/A
4.2
1.9
No
No
-L- 21+00.00 LT
Additional Comments

I ll;l1�� tit North Carolina Department of Transportation -'
l..
til� >rI II\v.i.II; r Highway Stormwater Program
STORMWATER MANAGEMENT PLAN -
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: TIP No.: B-5703 County(ies): Cumberland Page 3 of 3
Preformed Scour Holes and Energy Dissipators
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Water Body
Energy Dissipator
Type
Riprap Type
Drainage
Area
(ac)
Conveyance
Structure
Pipe/Structure
Dimensions
(in)
Q10
(cfs)
V10
(fps)
BMP
Associated w/
Buffer Rules?
4
-L- STA 15+65 LT
(1)Little River
(Lower Little
Rip Rap Pad at Outlet
Class 'B'
0.0
Pipe
15
0.1
0.9
N/A
Additional Comments
* Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy
Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.

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PROJECT
SITE
VICINITY MAP (NTS)
DETOUR ROUTE
TO NC 2/7
LINDEN RD.
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PERMIT DRAWING
SHEET 1 OF 12
CUMBERLAND COUNTY
L 0 CA TION: REPLA CE BRID GE NO., 60 0 VER L 0 WER LITTLE RIVER
ON US401
TYPE OF WORK: GRADING, DRAINA GE, PA VING AND STRUCTURE
WETLAND AND SURFACE WATER
IMPACTS PERMIT
BEGIN T I B BBOJBCT B 570-3
L - STA. 12 -�20000
N 24° 27" 20.4" E
J l f-lo l .J / .7`7-oLL, V
SITE 3
THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD _
SITE I
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STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
B=5703
I
STATE PROJ. NO.
F. A. PROD. NO.
DESCRIIPTION
45657.1.1
P.E.
TO NCHWY210 IN
GRAPHIC SCALES
50 25 0 50 100
DESIGN DA TA
ADT 2016 = 5700
ADT 2040 = 9100
K _ 8 %
D = 55 %
T = 6 % *
V = 60 MPH
* TTST = 4% DUAL 2%
FUNC CLASS
COLLECTOR
REGIONAL TIER
PROJECT LENGTH
LENGTH OF ROADWAY TIP PROJECT B-5703 = .139 MILES
LENGTH OF STRUCTURE TIP PROJECT B-5703 = .037 MILES
TOTAL LENGTH OF TIP PROJECT B-5703 = .176 MILES
Pre ared in the Office of: Plans Prepared For:
HYDRAULICS ENGINEER
P.E.
SIGNATURE:
0� NOR?
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KCI Associates of N.C., P.A.
4505 Falls of Neuse Road, Suite 400
Raleigh, NC 27609
KCI Phone [phone]
h,t:,,,�w.kc,.coin Fax [phone]
DI VISION OF HIGHWA YS
1000 Bich Ridge Dr.
Raleigh NC, 27610
jf�tj
2018 STANDARD SPECIFICATIONS
-DEWAYNE L. SYKES, P.E.
PROJECT ENGINEER
B RYA N E . HOUGH, P.E.
PROJECT DESIGN ENGINEER
PLANS
50 25 0 50 100
RIGHT OF WAYDATE:
MARCH 3, 2019
ROADWAYDESIGN
ENGINEER
P.E.SIGNATURE:
LETTING DA TE:
FEB. 212020
PROFILE (HORIZONTAL)
10 5 0 10 20
11lCDOT CONTACT: DAVID STUTTS, PE
STRUCTURES MANAGEMENT UNIT
PROFILE (VERTICAL)

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PERMIT DRAWING
SHEET 4 OF 12
IMPACTS LEGEND
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
GRAPHIC SCALE

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WETLAND PERMIT IMPACT 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- 17+23 LT
BANK STABILIZATION
< 0.01
14
TO 17+34 LT
2
-L- 17+20 LT/RT
BANK STABILIZATION
< 0.01
21
TO 17+37 LT/RT
3
-L- 16+50 LT/RT
BANK STABILIZATION
< 0.01
TO 16+60 LT/RT
TOTALS*:
0.01
0
35
0
*Rounded totals are sum of actual impacts
NOTES:
Revised September 2014