20221112 Ver 1_Pasquotank_5_Permit-Drawings_2022-07-27_20220818

Highway
� Y
Stormwater
(Version 3.00; Released August 2021)
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
'
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WBS Element: 17BP.1.R.88
TIP/Pro' No: B-4783 Count ies : Pasquotank Page
1 of 2
General Project Information
WBS Element:
17BP.1.R.88 ITIP Number: B-4783 I Project Type: JBridge Replacement
I Date: 7/27/2022
NCDOT Contact:
Paul C. Williams, Jr.
Contractor / Designer:
NV5 / David P. Bocker, PE
Address:
113 Airport Drive
Suite 100
Edenton, NC 27932
Address:
7500 East Independence Blvd.
Suite 100
Charlotte, NC 28227
Phone:
252-482-1861
Phone:
704-566-4342
Email:
Dcwilliams2ncdot.aov
Email:
I david.bocker(@nv5.com
City/Town:
Salem
County(ies):
Pasquotank
River Basin(s):
Pasquotank
CAMA County?
Yes
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
0.18 Surrounding Land Use: lVaries - Primarily Farmland and Woodlands with adjacent Residential Areas
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
0.4 1 ac.
0.4 1 ac.
Typical Cross Section Description:
Bridge Replacement - 30' Bridge Width (Out to Out)
Roadway Approaches - 2 @ 10' Lanes
Existing Roadway - 25' Bridge Width (Out to Out)
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: I Year:
I Existing: 280
Year: 2016
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The project consists of the bridge replacement (existing crossing consists of 1 @ 17.5', 1 @ 17', and 1 @ 175) of Bridge #690005 over Chapel Creek in Pasquotank County.
Existing ditches are being maintained as much as possible. The proposed stormwater runoff from the proposed bridge has been conveyed to a storm drainage system that
outlets just beyond the toe of the slope. It should also be noted that there are no deck drains and thus no direct discharge into the creek.

I h hwa North Carolina Department of Transportation
Storm,vv�iter
Highway Stormwater Program =fir
STORMWATER MANAGEMENT PLAN
(Version 3.00; Released August 2021) FOR NCDOT PROJECTS
WBS Element: 1713P.1.R.88 TIP/Prof No.: B-4783 Count (ies): Pas uotank Page 2 of 2
General Project Information
Waterbody Information
Surface Water Body (1):
Chapel Creek
NCDWR Stream Index No.:
30-4-1-(2)
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class SC
Supplemental Classification:
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No
Comments:
NRTR Stream ID:
I
Buffer Rules in Effect:
N/A
Project Includes Bridge Spanning Water Body?
iYes
Deck Drains Discharge Over Buffer?
N/A
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)
Surface Water Body (2):
1
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
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)
Surface Water Body (3):
1
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
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)

00
00
V
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See Sheet IA For Index of Sheets
SR
SOUNDNECR RD I
■
0
GB�EB2j0
y�5 P.pS PROJECT L CATION
�2 c�Ro (B IDGE 5)
�� cN4a
EI
REEK
F�
FTy
SR 1116 R RD CREfK
GRIFFIN SWAM
Ml c�E�
DR R p17 Py'n o�p
cp Rp �� ca
oRNE \
CORNER
VICINITY MAP
(NOT TO SCALE)
DETOUR ROUTE (APPROXIMATE LENGTH = 4 MILES)
BEGIN PROJECT
-L- PC STA.13 + 25.35
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE
LIMITS ESTABLISHED BY METHOD II.
S'Jl`1'Jl`]E OF NORTH CA1R,011,INA
DdtidSdO1'd OF HIGHWAYS
PASQUOTANK COUNTY
LOCATION: BRIDGE NO.5 OVER CHAPEL CREEK
ON SR 1103 (ESCLIP RD)
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCUTRE
WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGIN BRIDGE
-L- STA. 18 + 3
17BP.1.R.88
I
PERMIT DRAWING
SHEET 1 OF 11
NA 11
BEGIN APPROACH SLAB
-L- STA. 18 + 2 3. 00 4
.O Z & g
SITE I SITE 5 s END PROJECT
v) �? 3 SITE 3 -L- POC STA. 22 + 50.00
-L- SR 1103 m ��
(ESCLIP RD) O44,
Y
--- -
-----5
Y SITE 4
o N
c
SITE 2 END APPROACH SLAB 344
-L- STA. 19 17.00
END BRIDGE
—L— STA. 19 + 05.00 INCOMPLETE PLANS
DO NOT USE FOR RAW ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
PREPARED FOR:
HIGHWAY
PREPARED BY:
HYDRAULICS ENGINEER
ADT 2018 = <1,000
DIVISION l
NY5
113 AIRPORT DR, SUITE 700
©GS'?yy
V = 60 MPH
TTST = 26
EDENTON, NC 27932
3NV530 ENGINEERS&GGNSU. SLITS,00
33GG REGENC/PARKVI4Y, Sl.ITE 1GG
CART..8 z118
aais.asLislz ,v�.Nvs.aam
S ��
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2018 STANDARD SPECIFICATIONS
PLANS
FUNC CLASS =
_
LENGTH ROADWAY STATE PROJECT 17BP.1.R.88 = 0.162 MILES
, inE „ce..5 „„,„,,,-,
P.E.
sIGNATuRF:
� D
K
L. KEVIN AUSTIN, PE
50 25 0 50 10o
MINOR COLLECTOR
SUBREGIONAL TIER
LENGTH STRUCTURES STATE PROJECT 17BP.1.R.88 = 0.013 MILES
TOTAL LENGTH STATE PROJECT 17BP.1.R.88 = 0.175 MILES
RIGHT OF WAY DATE:
DUNE 2022
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ROADWAY DESIGN
ENGINEER
PROJECT MANAGER
PROFILE (HORIZONTAL)
STEVE ANTHONY DRUM, PE
ROADWAY PROJECT DESIGN ENGINEER
RYAN SHOOK
10 5 0 10 20
LETTING DATE.
OCTOBER 2022
PE.
PROFILE (VERTICAL)
SCOOT CONTACT
SIGNATURE:

BEGIN PROJECT 17BP.1.R.88
-L- PC STA. 13 + 25.35
O
CHORY FAMILY FARM LLC
DB 1163 PO 436
\ CULT
\\ \\\\\ CEMET
CULT
KATERINE P. JAMES LIFE ESTATE
NORMA & BENNIE T. JAMES
DB 1177 PG 186
22'
m HPB
a
=
2
m
h
x
SITE 2
2
SAFETY FENCE
ALONG GRAVESITES
O CLAS II RIP AP
WGE TEXTIL
TO HOULD PT.
3' VINYL 2
�QMILMQI\1Fi�i. I�j1�RB �
OB iQFAYEuWTES SPECIAL CUT V DIT H
m SEE DETAIL 4-A
R- WOOD,'CLB RIP RAP
�EM �AR z 2 T"
\ 7 SY GEOTEXTILI \\
\\ m sT�jvEs , PoSs NA
NO DECK DRAINS
ON BRIDGE
-L- STA. 18 + 35.00
PU
INC E
�•; ����IMP
®� � jaM.
i �Iliw■rnaQ
�TREE COAIC SW: _ , i��N
I
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ALONGFETY FENCE
'
-L-
Pt Sto 15.52.83
PI Sto 22.38.08
L =
26° 55' 54.5" QT)
L
= 7° 25' l6.1" (RT)
D =
6° 01' 52./"
D
= 4° 45' 00.0"
L =
446.55'
L =
/56.23'
T =
227.48'
T
= 78.23'
R
= 950.00'
R
= 1,208.23'
SE
= 06
SE
= EXIST
V =
50 mph
V =
EXIST
CL B RIP RAP--
2 To
7 Sy
GEOTEXTILE A
DO NOT DISTURB m
tiA GRAVE SITES SPECIAL CUT V DIT H
6+\ SEE DETAIL DI /j
PJIJtORTMESI�dDl13'T7&RRCH ('
NO REFERENCE
PI Sto 24,95.89 J'/Pg
L _ /7 38' 0.01 (RT) \ W
PERMIT
SHEET
DRAWING
2 OF 11
NY5
PROJECT REFERENCE NO.
SHEET NO.
l7BP.l.R.88
RW SHEET NO.
NV5 E\GIIIEERS&CONSULTANTS. INC.
3300 REGENCY PARKWAY, SUITE100
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
CARY, NO 27518
P: 919.851.1912—,NV5.c ,,
INCOM P1L1E
]E PLANS
DO NOT USE FOR
OW ACQUISITION
DOCUMENT NOT CONSIDERED FINAL I
UNLESS ALL SIGNATURES COMPLETED
—�
o NAD83MA 2011
N
N
SITE 5
END BRIDGE END PROJECT 17BP.1.R.88
- STA.19+05.00 -L- POC STA. 22 + 50.00
-PROP 10 LF SBG
STA. 19+17 TO 19+35
**ROCK PLATING
CLARENCE M. CERR NE TA. 20+25 LT
ANGELA M. KL PS
75' L B RIP FLO 733 P 344� 21 +25 LT
TON
SY GEOTEXTILE a 50' TApER
-- - - -wL- - - -------wle-�--ro
+ EXIST W W GWENDOLYN V.
NIXON PRICE
O EXI
OB 1109 PG 926
+
� + K-
AV
I
2TL. 0 0 o
TB 2GI 4—
WATER LINE
RELOCATION
F
I`
p +
F
I,.I
z 7'
I+ K
+ N IE
PROP 10 LF SBG
WOODS
Y
;— — '+— —
CLA EANCI�E. MJ�.
YOLANDA
COLE-GILL ETAL
GALILEE MISSIONARY
BAPTIST CHURCH
NG qC,ERRONE
r ERKAMP
1
DB 1262 PG 275
DB 739 PG 905
OP4`SPK
5 Y GEOTEXTILE
O
Oil
b
L = 320.90' tiPg O CLASS II RIP P= SITE 3
T = /6/.73' \ CTE
TO °ouLIL R RT.
R = 1hPg EXIST \ SITE 1
SE EXIST
V = EXIST
hPg �
a
BEGIN APPROACH SLAB
-L- STA. 18+23.00
END BRIDGE
-L- STA. 19+05.00
GREU TL-3 TYPE -III TYPE -III GREU TL-3
A A A
0
O_
N
O
O
M
N
GREU TL-3 TYPE -III i TYPE -III GREU TL-3
M
BEGIN BRIDGE
-L- STA. 18+35.00
END APPROACH SLAB
-L- STA. 19 + 17.00
BRIDGE AND ROADWAY RELATIONSHIP SKETCH
SR 1103 BRIDGE NO.5 OVER CHAPEL CREEK
(NOT TO SCALE)
hPg
USE IMPERVIOUS DIKES
FOR DEWATERING
DETAIL 4-A
SPECIAL CUT DITCH
Nal la Scale)
Duch
NONroI � 3� �( Slope
Grand 3Y D E\ �s�
Min. D= I.0 Ft.
FROM -L- STA. 14+25 TO 15+00 LT
FROM -L- STA. 15+25 TO 16+50 LT
FROM -L- STA. 16+25 TO 16+50 RT
'IN WL i\
LOU BASED V
0�
a (�
GAgLIILEES MISS IUCRARY /
fll6 TPGH517CH
•
SITE 4 ALL CONSTRUCTION STAGING WILL
TAKE PLACE WITHIN ROADWAY
AND ROADWAY SHOULDERS
STREAM & WETLAND IMPACTS
F F
DENOTES FILL IN
WETLAND
®
DENOTES HAND
CLEARING
FTXIT
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
NOTES:
SEE SHEET 5 FOR -L- PROFILE
ALL DRIVES HAVE 10' RADIUS UNLESS OTHERWISE NOTED
** SEE SHEET 2G-? FOR GEOTECH DETAILS
PAVED SHOULDER
ROCK PLATING

v PROJECT REFERENCE NO. SHEET NO.
L .J SHEET
NQ
NY5
BEGIN` � "ECTA P'1 ' R. �J m I1(\/S NVS EAGINEERS aCOIVSULTANTs. I, ROADWAY ROADWAY D SIGN EET NO. HYDRAULICS
® V 3300 REGENCY PARKWAY, SUITE100 ENGINEER ENGINEER
—L— PC S 3 m� PARY.N5i.iM
z � � � /`� P: 919.851.1012 -MS. —
PERMIT DRAWING
SHEET 3 OF 11
m HPB
a =
2
DOCUMENT NOT CONSIDERED FINAL
e— UNLESS ALL SIGNATURES COMPLETED
a i vI o 83it lA 20
NAD
CHORY FAMILY FARM LL
DB 1163 PG 436
NO DECK DRAINS
Q ON BRIDGE
SITE 2
a � N
\ CULT
a SITE 5
\ SAFETY EN
\ em ALONG G VES CLAS II RIP P E ROJ CT 17BP.1.R.
\ 3
Wa rexrD PT BEGIN BRIDGE ND B GE
-L- STA. 1 5.00 _ ST 9 05.00 — OC'T�',22+50.00
CEME�-+
X 4' VINYL x T'�„PR 10 L BG
IN I �m 1 $$T .19+17 T 19+35
FR
s ER ROCK PLATING {o
CLAR CE M. CERR NE
SPECIAL C T V IT H ANGELA . KL 'S 1 20t 5 LT
SEE DETAI �\
\ \ CONC JS„ LB RIP 7 P 344� 21+25 T �v\
\\ ^• R-22' RAVE WUUU TO GEOTEXTIL _ N I2" 09" OVH O N m
-CAB RIP RAP ^ — — — — T N— — — —
�® AM � _ _ N o -sisaa• w zz. T cA o �P f Y GeoTExnLE a 50' TAPER Ch
—
o N RAVE TS '03'or C TO EXIST -
�, _ + ,T 1 F GW LYN V.
-4i' N XON-PRICE
CULT 4 'GRAVE iN� iA m„p�"''\�Z, _ �- + + OB 1109 PO 926
KATERINE P. J ME LIF ESTATE
NORMA & EN IE T. AMES 2�- \ - -
DB II 7 P 186
a B o o a o 00
ez
RAVE �� E _� 2G1
���
THE
sw
i EME ARvETS
WATER LIN
o SAFETY FENCE d + u F F S Qua 4835 W I m F RELOCATIONK V + N 27' CMP
I ALONG GRAVESITES sE C woods � = PROP io LF sBG WOODS +
0 CHURCH STA. 19+17 TO 19+3 F -
�,Ts
RIPsum----.— --- —--eiM-- — _--- —N GEOTEXTILE P� CLA NCE M. CER NE YOLA D LE IONARYpsi wi
E DO NOT DISTURB C, NG lb VERK M COOLE�G PG TgSL BOABPTI3TT PCHg CH — _ � � aASEO �
S' 114
SPEm IAL CUT V DIT H a y(Ig�+App
oA6+ ES SEE DETAIL 4-A
i _ CJdt TMESIAQDIH
L NO REFERENCEAE
VE Pl Sto /5 52 PI Sfa 22 38.08 PI Sto 24,95.8 type _ I GALIPTE MIS CH /
0 L = 26' 55' 4 5" (LT J = 7' 25' /6./" (RT I _ lT 38' S9./" R J -, c� �
D = 6° 01' 52. " D 5' 00.0" D = 5' 30' 00.01.
° L = 446.55' L = 156.2 ' L = 320.90' NPB CLASS uRIP P= SITE 3 0
WGEOTEXTIL
T = 227.48' T = 78.23' T = 161.73' TO SHOUL R PT. ro
R = 950.00' R = 1.206.23 m R = 1,04/.;4' hP
SE = 06 SE = EXIST- SE =EXIST
N V= 50 V =EXIST J V= EXIST HPB SITE 1
m
E a
0
c CVJ
w
BEGIN APPROACH SLAB
-L- STA. 18+23.00
END BRIDGE
-L- STA. 19+05.00
GREU TL-3 TYPE -III GREU TL-3
TYPE-IIIT I ch
O_
N
O
O
M
N
GREU TL-3 TYPE -III i TYPE -III GREU TL-3
M
BEGIN BRIDGE
-L- STA. 18+35.00
END APPROACH SLAB
-L- STA. 19 + 17.00
BRIDGE AND ROADWAY RELATIONSHIP SKETCH
SR 1103 BRIDGE NO.5 OVER CHAPEL CREEK
(NOT TO SCALE)
\ type
ALL CONSTRUCTION STAGING WILL
USE IMPERVIOUS DIKES SITE 4 TAKE PLACE WITHIN ROADWAY
FOR DEWATERING AND ROADWAY SHOULDERS
_ STREAM & WETLAND IMPACTS
DENOTES FILL IN
WETLAND
® DENOTES HAND
CLEARING NOTES:
DETAIL 4- CH SPECIAL C DENOTES IMPACTS IN SEE SHEET 5 FOR PROFILE
N SURFACE WATER ALL DRIVES HAVE 10' DIUS UNLESS OTHERWISE NOTED
No'VYoI 3`0< F— DENOTES TEMPORARY 1** S E SHEET 2 ? FOR EOTECH DETAILS
sI.pIMPACTS IN SURFACE WATER
Mi, D= 0F. PAV D SHOULD R
v
ROM -L- STA. 14+ TO 15+00 LT pS
ROM -L- STA.16 O 16+50 LT ) CI V ROCK EATING
RO1 -L- STA. 16+25 T — RT

PERMIT DRAWING PROJECT REFERENCE NO. SHEET NO.
l7BR.l.R.88
SHEET 4 OF 11 RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
SITE 3
-L- 8+70 - SPAN 0 70'9 24" CORED SLAB
INCOM P1L1E`r E PLANS
DO NOT USF FOR n<�'W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL I
UNLESS ALL SIGNATURES COMPLETED

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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
-L- 16+56/17+67 RT
Roadway Fill
< 0.01
0.01
1
-L- 16+56/17+67 RT
Utilities Relocation
0.04
2
-L- 16+57/18+15 LT
Roadway Fill
< 0.01
0.01
2
-L- 16+57/18+15 LT
Utilities Relocation
0.03
3
-L- 18+07/19+11
1 @ 70' 24" Cored Slab Bridge
< 0.01
0.13
17
51
4
-L- 19+12/22+23 RT
Roadway Fill
0.01
0.07
4
-L- 19+13/22+50 LT
Utilities Relocation
0.03
5
-L- 19+13/22+50 LT
Roadway Fill
0.01
0.06
5
-L- 19+13/22+50 LT
Utilities Relocation
0.11
TOTALS*:
0.03
0.38
< 0.01
0.13
17
51
0
*Rounded totals are sum of actual impacts
NOTES:
Site 1: 392 sq. ft. of fill and 2,352 sq. ft. of hand clearing in wetlands
Site 2: 131 sq. ft. of fill and 2.091 sq. ft. of hand clearing in wetlands
Site 4: 436 sq. ft. of fill and 4,617 sq. ft. of hand clearing in wetlands
Site 5: 479 sq. ft. of fill and 7,492 sq. ft. of hand clearing in wetlands
Revised 2018 Feb