20191401 Ver 1_B-4931 Permit Drawings_20191014

I lii l 1��'21Y North Carolina Department of Transportation
tilni7I .!TU ; Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 40134.1.1 TIP No.: B-4931 County(ies): Edgecombe Page 1 of 1
General Project Information
WBS Element:
40134.1.1 ITIP Number: B-4931 Project Type: Bridge Replacement Date: 9/19/2019
NCDOT Contact:
Tierre Peterson
Contractor / Designer:
Leah Young, PE
Address:
1000 Birch Ridge Dr
Raleigh, NC
27610
Address:
4505 Falls of Neuse Road
Suite 400
Raleigh, NC 27609
Phone:
919 707-6488
Phone:
[phone]
Email:
tr eterson ncdot. ov
Email:
Leah.Youn
kci.com
City/Town:
None
County(ies):
Edgecombe
River Basin(s):
Tar -Pamlico
CAMA County?
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
0.17 Surrounding Land Use: Woods/rural residential
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
0.7 ac.
0.6 ac.
Typical Cross Section Description:
12' TRAVEL LANES WITH 4' PAVED SHOULDER AT BRIDGE; 35.25' OUT TO OUT
APPROXIMATE 10' TRAVEL LANES WITH 2' PAVED SHOULDER
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 4100 Year: 2040
Existing: 3100 Year: 2020
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The project will replace Edgecombe County Bridge #0022 and its approaches. The proposed replacement is 170' long with a clear roadway width of 32'. This structure provides
2-12' travel lanes with a 4' paved shoulder. The proposed bridge will have 1.5:1 sloping riprap abutments and 4' caps at the end bents. Placement and construction of the
proposed bridge, end bents, caps, and associated roadway fill will not result in any jurisdictional stream or similar environmental impacts. There will be no permanent channel
changes. There are some wetlands present on the far east side of the project within the proposed limits of construction. The removal of the existing structure, excavation under
the bridge, and placement of riprap for bank stabilization does not result in any surface water or wetland impacts. There are 30' and 50' buffer zones present outside of the
existing stream. STORMWATER CONTROLS: The proposed bridge does not require deck drains. The runoff from the bridge discharges through pipe/inlet systems in all four
quadrants ouside of the jurisdictional stream at non -erosive velocities. In all bridge quadrants, roadway runoff is treated via vegetated roadway shoulders and existing vegetated
swales prior to entering the stream.
Watrb.dy Information
Surface Water Body (1): Town Creek
NCDWR Stream Index No.:
28-83b
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters (NSW)
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
Yes Comments: ANADROMOUS FISH
NRTR Stream ID:
N/A
Buffer Rules in Effect: Tar -Pamlico
Project Includes Bridge Spanning Water Body?
Yes
Deck Drains Discharge Over Buffer? INo
Dissipator Pads Provided in Buffer? INo
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)

See Sheet I -A For Index of Sheets
See Sheet I-B For Conventional Symbols
U
134
1357 1603
, -
PROJECT 258
SITE /
F1200 1604
1301 • 1361
12 130
1601
_ 129
1200 1296
136-9
42 42
43
112
43
124
258 1613 O
1612
VICINITY MAP (NTS)
�--�� DETOUR ROUTE
n
STATE OF NORTH CAROLpNA PERMIT DRAWING
DIVISION OF HIGHWAYS SHEET 1 OF 5
EDGyr',COMBE COUNTY
LOCATION. REPLACE BRIDGE NO.22. OVER
TOWN CREEK ON US 258
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE
WETLAND AND STREAM
IMPACTS
FERRNCB NQ
BR N.
N-C-
B-4931
1
9TATR PROl.N0.
.A.PROINO.
OE9CRIPT[ON
40134.1.1
P.E.
40134.2.1
RW & UTIL
40134.3.1
CONST.
/o
BEGIN TIP PROJECT B -493/
-L- STA. I2*45.00
/ ��� j
END TIP PROJECT B -493/
-L- STA.2If5I,00
/
US 258
1
US 258
TO NC 42/NC43 BEGIN BRIDGE
-L- STA.16f14.00
\ ls
TO SR 1604
END BRIDGE BROWN FARM RD.
-L- STA.I7+84.00 �l
THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
01
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
J

PROJECT REFERENCE NO. I SHEET NO.
is
FRANCIS L. &
DOROTHY P. EAGLES
REVOCABLE TRUST
DB 1639 PG 152
9
RIPRAP PAD AT OUTLET
EST 1 TONS CL.'B'
^ EST 5 SY GTE
GUYiI
,DE
exlsTwc piw —
------w--- — N 9]
F / 15" W/2 ELBOWS
L4'YAVLV HUAOWAY
Ql IN 0*13'47.1i"F
US 258 15" W/2 ELBOWS
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-_-_--- 3Y / SPECIAL CUT DITCH
K�� na I ( � � �P, �. .- -SEEbETAILA
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a I� �E F EC 3 C PD
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V CL 'll' RIPRAP�
IPosT Im \ I V I TO ELEV=44.0'LL ^.
�3 lal
I l o \ \ DONALD R. BRADY, ET. AL. I ° -
DB 1201PG 416 I LL EDCECOCOUNTY d w
• i \� 1 I _ DB 1286 PG 534 N
P I �
DAVID 0. EASOM -
------------
\ DB 1636 PG 652
�m MB 15 PG 28
EDGECOMBE COUNTY —
DO 107T PG 364 \ \ _
PLAT CABINET 2 SLIDE 148E
'II' RIPRAP
ELEV=44.0'
W2 ELBOWS
I - LY -A -7 - --------
PERMIT DRAWING
SHEET 2 OF 5
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W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPL1EW E PLANS
DO NOT USE FOR R/W ACOUL31I
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ROBERT tAtL WOOTEN,ET.AL.
OB 1122 PG 50
PLAT CABINET 2 SLIDE 129A
N 21°15'52" E �`-
490.25'
�5
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5
TIMOTHY D.BURDETTE
DB 1453 PG 1026 I
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DB 94-E PC 482
DETAIL A
SPECIAL CUT DITCH
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F,..t
11
Natural 3'� Slope
I
Ground �7o D F♦
Min. D= 0.7 Ft.
I FROM -L- STA. 14+00 TO STA. 15+00 RT
3
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FOR —L— PROFILE SEE SHEET 5

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ROADWAY DESIGN HYDRAULICS
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\46 45 b
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UNLESS ALL SIGNATURES COMPLETED
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4 DO IOTT PG 364 \ 41 `
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETILAND IMPACTS SURFACE 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)
TOTALS*:
0
0
0
*Rounded totals are sum of actual impacts
NOTES:
There are no wetland or stream impacts at this location.
2018 Feb