20191401 Ver 2_B-4931_Environmental_Permit_Plans_20200317_20200326

Revised March 17, 2020
I lii l 1��'21Y North Carolina Department of Transportation
til(1i711Wcil['I; 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: 3/17/2020
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.Younq
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 roadwayfill will not result in any permanent jurisdictional stream orwetland 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 excavation under the bridge and placement of riprap
for bank stabilization does not result in any surface water or wetland impacts. However, the removal of the existing piers results in <0.01 acres of temporary stream 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
Dissi ator 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)

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EDG"'zy"COMBE COUNTY
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LOCATION: REPLACE BRIDGE NO.22. OVER
TOWN CREEK ON US 258
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE
WETLAND AND STREAM
IMPACTS
5][7["lE ]L
BEGIN TIP PROJECT B-493I��
—L — STA. 12 +45.00
TO NC 421NC43
BEGIN BRIDGE
—L— STA.16+14.00
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STATE
STATE PROlECI REPERENC6 NQ
BNEET
NO.
TOTAL
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C
B-4931
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STATE PROl.N0.
.APROl. NO.
OESCRIPT[ON
40134.1.1
P.E.
40134.2.1
RAY & UTIL
40134.3.1
CONST.
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END TIP PROJECT B —493I
—L— STA. 21 +5I.00 /
\ END BRIDGE
\ —L— STA.17+84.00
1p \
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I _ US 258
TO SR 1604
BROWN FARM RD.
GRAPHIC SCALES
50 25 0 50 100
DESIGN DATA
ADT 2020 = 3100
ADT 2040 = 4100
K = 10 %
D = 55 %
T = 8 %*
V = 60 MPH
' TTST =3% DUAL 5%
FUNC. CLASS
MINOR ARTERIAL
REGIONAL TIER
PROJECT LENGTH
J
LENGTH OF ROADWAY TIP PROJECT B-4931 = .140 MILES
LENGTH OF STRUCTURE TIP PROJECT B-4931 = .032 MILES
TOTAL LENGTH OF TIP PROJECT B-4931 .172 MILES
Prepored tie Office of: Plops Pre red For:
HYDRAULICS ENGINEER
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4505 Falls of Ncuse Road, Suite 400
Raleigh, NC 27609
uC1 Ph—[phone]
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DIVISION OF HIGHWAYS
1000 Birch Ridge Dr.
Raleigh NC, 27610
2078 STANDARD SPECIFICATIONS
DEWAYNE L. SYKES, P.E.
PLANS
50 25 0 50 100
RIGHT OF WAY DATE:
OCTOBER 8, 2019
PROJECT ENGINEER
BRYAN E. HOUGH, P.E.
ROADWAY DESIGN
ENGINEER �tN.cw°
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LETTING DATE:
MAY 19, 2020
PROFILE HORIZONTAL
( )
10 5 0 10 20
PROJECT DESIGN ENGINEER
NCDOT CONTACT: KRISTY ALFORD, P.E.
STRUCTURES MANAGEMENT UNIT
PROFILE (VERTICAL)

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IMPACTS LEGEND
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
GRAPHIC SCALE

WETLAND AND SURACE WATER IMPACTS SUMMARY
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- STA 16+61 TO
PIER REMOVAL
< 0.01
14
-L- STA 16+64
1
-L- STA 16+94 TO
PIER REMOVAL
< 0.01
14
-L- STA 17+04
TOTALS*:
< 0.01
0
28
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb

61
See Sheet I -A For Index of Sheets
See Sheet 1-8 For ConventlonGISymbols
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134
1357 1603
, —
PROJECT 258
SITE /
F1200 1604
1301 • 1361
12 130
1601
_ 129
1200 1296
136-9
42 42
43
112
124 43
258 1613 O
1612
VICINITY MAP (NTS)
�--�� DETOUR ROUTE
STATE OF NORTH CAROLINA
EDGyr',COMBE COUNTY
LOCATION: REPLACE BRIDGE NO.22. OVER
TOWN CREEK ON US 258
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE
BUFFER IMPACTS
STATE
FERRNCB NQ
WEE
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B-4931
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.A.PROl.
RL+9CRIPT[ON
40134.1.1
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40134.2.1
RW & UTIL
40134.3.1
CONST.
4
BEGIN TIP PROJECT B-493/��
j SITE 1
END TIP PROJECT B-493/
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-L- STA. I2*45.00 SITE I
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US 258
US 258
_
TO SR 1604
TO NC 42INC43 BEGIN BRIDGE
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\
END BRIDGE BROWN FARM RD.
—L— STA.17-f84,061— �l
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\ SITE 1
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THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared In tlL- Office of: Plans Prepared For: HYDRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH RCI Associates PeN.c, P.A. DIVISION OF HIGHWAYS
ADT 2020 = 3100 asos Faua PrneRae RPad, style 400
Raleigh, NC 27609 7000 Birch Ridge Dr.
Ph—[phone] Raleigh NC, 27610
50 25 0 50 100 K 1 F-(919)7R3-92cc ®�Ppp
ADT 2040 = 4100 �'°' m
LENGTH OF ROADWAY TIP PROJECT B-4931 = .140 MILES a� �®
K = 10 % 2078 STANDARD SPECIFICATIONS a@r
PLANS LENGTH OF STRUCTURE TIP PROJECT B-4931 — .032 MILES DEWAYNE L. SYKES, P.E.
D = 55 % RIGHT OF WAY DATE: PROJECT ENGINEER Pam'
SIGNATURE: u�
50 25 0 50 100 T = 8 % * TOTAL LENGTH OF TIP PROJECT B-4931 = 172 MILES SEPT. 6, 2019
V = 60 MPH ROADWAY DESIGN
PROFILE (HORIZONTAL) * TTST -3% DUAL 5% LETTING DATE: BRPYAONNCTE. HOUGH, R.E. ENGINEER p
FUNC. CLASS = MAY 19, 2020 ®c� 8w����
10 5 0 10 20 MINOR ARTERIAL
NCDOT CONTACT: KRISTY ALFORD, P.E.
PROFILE (VERTICAL) REGIONAL TIER STRUCTURES MANAGEMENT UNIT SIGNATURE. P.E.

PROJECT REFERENCE NO. 1 SHEET NO.
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BUFFER
ZONE 1
ZONE 2
ZONE 1
ZONE 2
IMPACTS
IMPACTS
IMPACTS
IMPACTS
IMPACTS
SITE
(BRIDGE)
(BRIDGE)
(ROAD)
(ROAD)
SITE 1
246 SF
0 SF
606 SF
1 541 SF
FRANCIS L. &
DOROTHY P.EAGLES
REVOCABLE TRUST RIPRAP PAD AT OUTLET -
EST 1 TONS CL. 'B'
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6 EDGECOMBE COUNTY
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BEGIN BRIDGE
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IMPACTS
IMPACTS
IMPACTS
IMPACTS
IMPACTS
SITE
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(BRIDGE)
(ROAD)
(ROAD)
SITE 1
2191 SF
1421 SF
0 SF
236 SF
SITE 1
0tiZ
CL
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RIPRAP PAD AT OUTLET
ES
ESTT 15 TONSSYGT CL.'B'
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IMPACTS
IMPACTS
IMPACTS
SITE
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(BRIDGE)
(ROAD)
(ROAD)
SITE 1
852 SF
1 6 SF
34 SF
394 SF
RAN SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
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036853
033860
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ROBERT EARL WOOTEN. ET. AL.
DB 1122 PG 50
PLAT CABINET 2 SLIDE 129A
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ZONE 1
ZONE 2
ZONE 1
ZONE 2
IMPACTS
IMPACTS
IMPACTS
IMPACTS
IMPACTS
SITE
(BRIDGE)
(BRIDGE)
(ROAD)
(ROAD)
SITE 1
1841 SF
1054 SF
1 0 SF
1 86 SF
IMPACTS LEGEND
ALLOWABLE IMPACTS ZONE 1 FOR —L— PROFILE SEE SHEET 5
/7a ALLOWABLE IMPACTS ZONE 2 FOR STRUCTURE PLANS SEE SHEETS S—I TO S-30

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ZONE 2
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IMPACTS
IMPACTS
IMPACTS
IMPACTS
IMPACTS
SITE
(BRIDGE)
(BRIDGE)
(ROAD)
(ROAD)
SITE 1
246 SF
0 SF
606 SF
541 SF
/ PRAP PA T% AT OU ET
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PROJECT REFERENCE NO. SHEET NO.
B-4931 PRM-3
.PERMIT=ING Rnv SHEET NO _4_
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W OT
5 E A 4
V LL EIP -_ _��---F EiP �15 w!
3 > ( k�,d : 2 ELBOWS
¢ ) cal 5 E F E RIPRAP PAD LETS _ F 6 TDE J
I a EST 1 T INS CIL d ��
E 5 SY GT BL-I 2
EDGECOMBE C TY IJ osTh \ C '11'RIP
x
lal A �� TO LEV=440'
DB 1077 P 4
PLAT ���AAA 2 SLIDE 148E I I to \ \ _ L R. BRAD . ET.AL. -
\ D 1201 PG 6 EDGEC MBE CO
• � � I DBti 86 PG BZ
r_
11
H m _ _ - _ DA ID 0. EASOM��, '
DB 1636 PG 652 t
FMB ISP
BEGIN BRIDGE END BRIDGE
-L- STA 16-f14.00 -L- STA 17+84.00
BEGIN APPR. SLAB END APPR. SLAB
-L- STA 15+99.83 -L- STA 17+98.17C
UP
BL-102
INSET A
BUFFER
ZONE 1
ZONE 2
ZONE 1
ZONE 2
IMPACTS
IMPACTS
IMPACTS
IMPACTS
IMPACTS
SITE
(BRIDGE)
(BRIDGE(
(ROAD)
(ROAD)
SITE 1
852 SF
6 SF
34 SF
I 394 SF
BUFFER ZONE 1 ZONE 2 ZONE 1 ZONE 2
IMPACTS IMPACTS IMPACTS IMPACTS IMPACTS
SITE (BRIDGE) (BRIDGE) (ROAD) (ROAD)
SITE 1 2191 SF 1421 SF 0 SF 236 SF
N I°I
41
CL'II' R RAP OTHY D. BURDET
O ELEV 4 0' 453 PG 1026 m'1�
PLAT CABINE SLIDE 129A
RIPRA PAD OUTLET 0.m 4e
EST 1 T S CL.
EST 5 SY GT
24'PAVED 24
BZ 1
AT OUTLty
CL./
BUFFER
ZONE 1
ZONE
IMPACTS
IMPACTS
IMPACTS
SITE
(BRIDGE)
(BRIDGE]
SITE 1
1841 SF
1054 SF
EK
2 ZONE 1 ZONE 2
IMPACTS IMPACTS "'
(ROAD) (ROAD)
0 SF 86 SF 4z
41� \
IMPACTS LEGEND
ALLOWABLE IMPACTS ZONE 1 - FOR -L-
�Tl ALLOWABLE IMPACTS ZONE 2
FOR STRUCTURE
6�5 W
e
w
�S
w
HY RD
14
4 S E 123A
-L

Revised March 17, 2020
RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
CROSSING IMPACT (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1
STA 16+14 TO
170' BRIDGE
X
246.0
0.0
246.0
STA 16+27 LT
1
STA 15+69 TO
ROAD CROSSING
X
606.0
j 541.0
1147.0
STA 16+14 LT
1
STA 16+14TO
170'BRIDGE
X
852.0
6.0
858.0
STA 16+47 RT
1j
STA 15+88 TO
ROAD CROSSING
X
34.0
394.0
428.0
STA 16+14 RT
1
STA 17+06 TO
170' BRIDGE
X
1848.0
1054.0
2902.0
STA 17+84 RT
1
STA 17+84TO
ROAD CROSSING
X
0.0
86.0
86.0
STA 18+05 RT
1
STA 17+06 TO
170' BRIDGE
X
2191.0
1421.0
3612.0
STA 17+84 LT
1
STA 17+84 LT
ROAD CROSSING
X
0
236
236.0
STA 18+01 LT
TOTALS:
5777
3738
9515
0
0
0
0
0
NOTES:
2018 Feb