20180156 Ver 1_R5738_PERMIT_20171212_Drawing_20180201

(Version 2.07; Released October 2016)50196.3.1TIP No.:R-5738County(ies):Dare Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year: Existing:Year:Aquatic T&E Species?NoComments:YesN/ANoN/ADeck 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 section is 2-10' paved lanes with varying shoulders.N/[e-mail] 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 SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class SCNCDWR Surface Water Classification for Water BodyN/ABuffer Rules in Effect:N/ANone930Proposed section is 2-11' paved lanes with varying shouldersWaterbody Information2012NCDWR Stream Index No.:50196.3.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The purpose of this project is to replace Bridge No. 270040 located on SR 1208 (West Kitty Hawk Road) oven Jean Guite Creek. The existing structure is a 3 span 53' (TOL). The proposed replacement is a single span 65' cored slab bridge with sloping abutments. The existing roadway consists approximately of 2-10' paved lanes with varying shoulder widths. The proposed roadway improvements are 2-11' paved lanes with varying shoulder widths. The existing drainage patterns will be maintained and runoff will be discharged as far from the stream as practicable throughout the construction process and final completion.1001Wade Avenue, Suite 400North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT Division 1Address:General Project InformationR-5738WBS Element:Bridge ReplacementWBS Element:RD OdellNCDOT Contact:252-482-1862Raleigh, NC 27605Contractor / Designer:[e-mail], NC 27932Address:9/15/2017DareKitty HawkBarry Hobbs113 Airport Drive, Suite 100River Basin(s): City/Town:3.1Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)YesResidentalKitty Hawk Bay30-1-173.31.103 milesProject DescriptionProposed ProjectPasquotankNoneSupplemental Classification: NoneWetlands within Project Limits?
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ADT
ADT
FUNC CLASS =
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
0 ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NADEAN D. HATFIELD, PE
TOTAL LENGTH PROJECT

LENGTH STRUCTURES PROJECT

LENGTH ROADWAY PROJECT
SUBREGIONAL TIER
LOCAL
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
TYPE OF WORK:
LOCATION:09/08/99See Sheet 1-A For Index of Sheets
See Sheet 1-B For Conventional Symbols
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
3:10:31 PM10/12/2017G:\Projects\1007_2016 NCDOT_Eastern_Region_P&D\R-5738\Hydraulics\PERMITS_Environmental\Drawings\R5738_HYD_PRM_TSH.dgnPERMIT.tblRD ODELL, PE
2012WBS NO.:2036
-L-
DARE COUNTY

930
MPH
CONTRACT: DA0033350196.3.1 = 1.103 MILES
= 0.012 MILES
= 1.091 MILES
50 1002550
50 25 50 100
10 20510
Pop. 3,206
Kitty Hawk
TO US 158
LANDING RD
TO SOUND CREEKJ
EAN GUI
TEBOB PERRY RDSR 1210-L-IVY LANECITY
LIMITS
158%
BEGIN
PROJECT
END
PROJECT
4 56
7
8

NCDOT CONTACT:
R-5738
7% *
*(TTST=% + DUAL=%)
TO THE LIMITS ESTABLISHED BY METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
GRADING, PAVING, DRAINAGE, EROSION CONTROL & STRUCTURES
-L- Sta. 42+35.43
BEGIN BRIDGE
-L- Sta. 43+00.43
END BRIDGE
OF THE TOWN OF KITTY HAWK.
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES
THIS IS NOT A CONTROL OF ACCESS PROJECT.
MARCH 21, 2018

BARRY HOBBS, PE -Y1--Y1- Sta. 11+10.00
END CONSTRUCTION
-L- Sta. 10+00.00
BEGIN CONSTRUCTION
BEGIN PROJECT R-5738 -Y1- Sta. 10+00.00
BEGIN CONSTRUCTION
RIDGE ROADROGERS ST.CARRENDA LANESR 1207TO EAST OF SR 1210 AND REPLACEMENT OF BRIDGE #40
SR 1208 (WEST KITTY HAWK ROAD) FROM WEST OF IVY LANE
65% (ROW) PLANS-L- Sta. 68+25.00
END CONSTRUCTION
END PROJECT R-5738
AUGUST 15, 2017
SBG
C&G
NTSVICINITY MAP Atlantic Ocean
Sound
Currituck
Kitty Hawk Bay
Long Point
Shellbank Point IVY LNJ
EAN GUI
TE CREEKBOB PERRY RD4
40
38
N
Croata
n Hw
y
H
H%158
S56
SITE 1
SITE 2
SITE 4
SITE 5
SITE 6
SITE 8
SITE 3
SITE 7 SITE 9
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 17
PERMIT DRAWING1208
1208
1210
1206
1207
1206 Virginia
Dare
Trl
(12
NSRS 2007NAD 83/
5
NAD 83
SEE SHEET 9 FOR -L- PROFILESTA.
2
3
+0
0.
0
0MATCHLINE SEE SHEET
4
STA. 36+00.00MATCHLI NE SEE SHEET 6SITE 1
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 2 OF 17
PERMIT DRAWING
HC HC
CLEARING
DENOTES HAND
WETLAND
DENOTES FILL INFF
T
WOODS
0 121' BURIED36" RCP
2
4" CMP2
4" CMPPIPE TO BE BURIED 1' BELOW STREAMBED ELEVATION.
NWL
1.0'
2.0'STREAMBED
PROPOSED 36" x 44' RCP
EXISTING 24" x 40' CMP
404 WETLAND
404 WETLAND
404 WETLAND
SITE 1 INSET
INLET OF PIPE
T
T
T
T
T21.0' BSTCARRENDA LNEXIST R\W
EXIST R\W
E
XIS
T
R\WE
XIS
T
R\W1
0' SOI
L DR1 0 ' CONC DR15' GRAVEL DRDB 296 PG 678
LARRK K LEWARK
DB 513 PG 780
ARTHUR R III TTEE EDSALL
JOY K & LISA A TTEES EDSALL
DB 158 PG 313
MARY E MIDGETT ANGEVINE
GENE MIDGETT MEGERIAN
DB 1128 PG 144
JEAN A FORBES DDS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
DB 464 PG 832
CLIFTON G PERRY
DB 822 PG 481
MELISSA B TOWLER
DB 114 PG 678
CLIFTON G PERRY
PC I SL 327
DB 2188 PG 634
CHRISTOPHER J. MARIK ET UX
PC I SL 327
DB 2102 PG 290
EASTERNCREMODEL LLC
PC I SL 327
DB 2102 PG 290
EASTERNCREMODEL LLC 253035404 WETLAND
404 WETLAND
WETLAND
COASTAL
404 WETLAND
404 WETLAND
404 WETLAND
404 WETLAND
404 WETLAND 1' BURIED36" RCP
DIKE
IMPERVIOUS
DIKE
IMPERVIOUS
10/19/2017G:\Projects\1007_2016 NCDOT_Eastern_Region_P&D\R-5738\Hydraulics\PERMITS_Environmental\Drawings\R5738_HYD_PRM_PSH5.dgn11:21:10 AMPERMIT.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
L
B
1001 Wade Avenue, Suite 400
Raleigh, NC 27605-3322
LOUIS BERGER
License No.: F-0840
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
0'50'100'PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
ENGINEER
ROADWAY DESIGN
ENGINEER
HYDRAULICS
R-5738
PLANS
ROADWAYREVISIONS 2
1
5
NAD 83
SEE SHEET 9 FOR -L- PROFILESTA.
2
3
+0
0.
0
0MATCHLINE SEE SHEET
4
STA. 36+00.00MATCHLI NE SEE SHEET 6SITE 1
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 3 OF 17
PERMIT DRAWING
HC HC
CLEARING
DENOTES HAND
WETLAND
DENOTES FILL INFF
T
WOODS
0 121' BURIED36" RCP
2
4" CMP2
4" CMPPIPE TO BE BURIED 1' BELOW STREAMBED ELEVATION.
NWL
1.0'
2.0'STREAMBED
PROPOSED 36" x 44' RCP
EXISTING 24" x 40' CMP
404 WETLAND
404 WETLAND
404 WETLAND
SITE 1 INSET
INLET OF PIPE
T
T
T
T
T21.0' BSTCARRENDA LNEXIST R\W
EXIST R\W
E
XIS
T
R\WE
XIS
T
R\W1
0' SOI
L DR1 0 ' CONC DR15' GRAVEL DRDB 296 PG 678
LARRK K LEWARK
DB 513 PG 780
ARTHUR R III TTEE EDSALL
JOY K & LISA A TTEES EDSALL
DB 158 PG 313
MARY E MIDGETT ANGEVINE
GENE MIDGETT MEGERIAN
DB 1128 PG 144
JEAN A FORBES DDS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
DB 464 PG 832
CLIFTON G PERRY
DB 822 PG 481
MELISSA B TOWLER
DB 114 PG 678
CLIFTON G PERRY
PC I SL 327
DB 2188 PG 634
CHRISTOPHER J. MARIK ET UX
PC I SL 327
DB 2102 PG 290
EASTERNCREMODEL LLC
PC I SL 327
DB 2102 PG 290
EASTERNCREMODEL LLC 253035404 WETLAND
404 WETLAND
WETLAND
COASTAL
404 WETLAND
404 WETLAND
404 WETLAND
404 WETLAND
404 WETLAND
-
4
-
3
-3-3-2-2 -2-1
-1
-1-1-100
00
0 0001
1
1
1
1
1
11111
1112
2
2
2 2
22
22222
2 222 222333333
3333344444
4
4 5555
566771' BURIED36" RCP
DIKE
IMPERVIOUS
DIKE
IMPERVIOUS
10/19/2017G:\Projects\1007_2016 NCDOT_Eastern_Region_P&D\R-5738\Hydraulics\PERMITS_Environmental\Drawings\R5738_HYD_PRM_PSH5.dgn11:21:42 AMPERMIT.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
L
B
1001 Wade Avenue, Suite 400
Raleigh, NC 27605-3322
LOUIS BERGER
License No.: F-0840
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
0'50'100'PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
ENGINEER
ROADWAY DESIGN
ENGINEER
HYDRAULICS
R-5738
PLANS
ROADWAYREVISIONS 2
1
00 55 1010 1515 2020 2525 3030 3535
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/23/99PROJ. REFERENCE NO.SHEET NO.0
0 0
5 5
10 10
15 15
20 20
-5 -5
34+00.00
0 0
5 5
10 10
15 15
20 20
25 25
-5 -5
34+50.00
00 55 1010 1515 2020 2525 3030 3535
-5 -5
0 0
5 5
10 10
15 15
-10 -10
35+00.00
-5 -5
0 0
5 5
10 10
15 15
-10 -10
35+50.00
-5 -5
0 0
5 5
10 10
15 15
-10 -10
36+00.00
R-5738
-L-
2.5 5
X-11
SHEET 4 OF 17
PERMIT DRAWING
2.29
4:1
S.S. 2.92
4:1S.S. 0.03
2.74EXIST. SE
MATCH
2.12
4:1
S.S. 2.61
4:1
S.S. 0.84
2.44EXIST. SE
MATCH
2.36 4:1S.S. 1.60
2.52EXIST. SE
MATCH
SIDEWALK
PROPOSED
2.61
S.S. 2.42
4:1S.S. 2.12
2.86EXIST. SE
MATCH
2.72
S.S. 2.44
S.S. 2.41
3.04EXIST. SE
MATCH
6
NAD 83STA.
3
6
+0
0.
0
0MATCHLINE SEE SHEET
5
STA . 50+00.00
MA TCH LINE SEE SHEET 7
SEE SHEET 11 FOR -Y1- AND -DR1- PROFILES
SEE SHEET 10 FOR -L- PROFILE
SEE SHEETS S-X THRU S-X FOR STRUCTURE PLANS
DETAIL SHOWING BRIDGE/PAVEMENT RELATIONSHIP
STA. 42+35.43
BEGIN BRIDGE
STA. 43+00.43
END BRIDGE
SHEET 5 OF 17
PERMIT DRAWING
SITE 2
SITE 3
SITE 4
SITE 5
HC HC
CLEARING
DENOTES HAND
WETLAND
DENOTES FILL INFF
WD FOOT BRIDGE
F FF
EXIST R/W
21.0' BSTSR 1207EXIST R/WF F
404 WETLAND
SITE 2 INSET
SITE 3 INSET
RECEIVING PIT
PROP. 15'X15'
INSIDE OF EXIST. ROW
PROP. RECEIVING PIT
RECEIVING PIT
PROP. 15'X30'21.0' BSTSR 1207SCATTERED TREES SCATTERED TREESSCATTERED TREES
1SFD
E
XIS
T
R\WE
XIS
T
R\W(SURFACE)POCKET F(COASTAL)
POCKET G
POCKET AA
(SURFACE)
POCKET BB
WD FOOT BRIDGE
J
EAN GUI
TE CREEKJ
EAN GUI
TE CREEKEXIST R/W
EXIST R/W
20' GRAVEL DR12' GRAVEL DR10' GRAVEL DR1
2' SOI
L DR15' SOIL DRDR15' GRAVEL 15 ' GRAVE L DREXIST R/WEXIST R/WPL G SL 82
DB 1663 PG 186
CLIFTON GILL PERRY
PL C SL 159C
DB 1427 PG 075
CREATIVE MINISTRIES, INC
PL C SL 159C
DB 1973 PG 853
MARK ANDREW PERRY
DB 1812 PG 198
BETTY LOU HENLEY
LESLIE REX SR &
DB 1349 PG 352
NORTH CAROLINA STATE
DB 1286 PG 383
NORTH CAROLINA STATE
PL E SL 313
DB 1817 PG 259
LIVING
JENNIFER JACKSON SPRUILL
DB 822 PG 481
MELISSA B TOWLER
DB 2033 PG 780
JEAN LOUISE SMITH
DB 114 PG 678
CLIFTON G PERRY
PG 352
DB 1349
STATE
CAROLINA
NORTH
1SFD
SCATTERED TREES
WOODS
WOODS
SCATTERED TREES
PL G SL 82
DB 1106 PG 696
CLIFTON GRIGGS PERRY
TREES
SCATTERED
PL G SL
8
2DB
1
1
0
6 PG
6
9
6PERRYCLIFTON GRI
GGSWEST KITTY HAWK ROAD
20.0' BST
SR 1208
C
HUR
C
H1S
F40 45
5050
WETLAND
COASTAL
404 WETLAND
WATER
SURFACE
WETLAND
COASTAL
WETLAND
COASTAL
WETLAND
COASTAL
WATER
SURFACE
WATER
SURFACE 18"18" RCP-IV
18" RCP-IV
TO DRAIN
GRADE
12/8/2017G:\Projects\1007_2016 NCDOT_Eastern_Region_P&D\R-5738\Hydraulics\PERMITS_Environmental\Drawings\R5738_HYD_PRM_PSH6.dgn2:04:26 PMPERMIT.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
L
B
1001 Wade Avenue, Suite 400
Raleigh, NC 27605-3322
LOUIS BERGER
License No.: F-0840
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
0'50'100'PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
ENGINEER
ROADWAY DESIGN
ENGINEER
HYDRAULICS
R-5738
PLANS
ROADWAYREVISIONS 4
5
6
7
3
UV
UV
REM
REM
REM
BRIDGE
AND CABLE FROM
REM EXIST DUCT
CONSTRUCTION
PRIOR TO BRIDGE
AND CONDUCTERS
REM EXIST POLES
BRIDGE CONSTRUCTION
AND CONDUCTERS AFTER
INSTALL NEW POLES
PRIOR TO BRIDGE CONSTRUCTION
INSTALL UNDERGROUND POWER
IS COMPLETE
AFTER BRIDGE CONSTRUCTION
REMOVE UNDERGROUND POWER
BORE PIT
PROP. 15X15
PROP. 15X15 RECEIVING PIT
6
NAD 83STA.
3
6
+0
0.
0
0MATCHLINE SEE SHEET
5
STA . 50+00.00
MA TCH LINE SEE SHEET 7
SEE SHEET 11 FOR -Y1- AND -DR1- PROFILES
SEE SHEET 10 FOR -L- PROFILE
SEE SHEETS S-X THRU S-X FOR STRUCTURE PLANS
DETAIL SHOWING BRIDGE/PAVEMENT RELATIONSHIP
STA. 42+35.43
BEGIN BRIDGE
STA. 43+00.43
END BRIDGE
SHEET 6 OF 17
PERMIT DRAWING
SITE 2
SITE 3
SITE 4
SITE 5
HC HC
CLEARING
DENOTES HAND
WETLAND
DENOTES FILL INFF
WD FOOT BRIDGE
F FF
EXIST R/W
21.0' BSTSR 1207EXIST R/WF F
404 WETLAND
SITE 2 INSET
SITE 3 INSET
RECEIVING PIT
PROP. 15'X15'
INSIDE OF EXIST. ROW
PROP. RECEIVING PIT
RECEIVING PIT
PROP. 15'X30'21.0' BSTSR 1207SCATTERED TREES SCATTERED TREESSCATTERED TREES
1SFD
E
XIS
T
R\WE
XIS
T
R\W(SURFACE)POCKET F(COASTAL)
POCKET G
POCKET AA
(SURFACE)
POCKET BB
WD FOOT BRIDGE
J
EAN GUI
TE CREEKJ
EAN GUI
TE CREEKEXIST R/W
EXIST R/W
20' GRAVEL DR12' GRAVEL DR10' GRAVEL DR1
2' SOI
L DR15' SOIL DRDR15' GRAVEL 15 ' GRAVE L DREXIST R/WEXIST R/WPL G SL 82
DB 1663 PG 186
CLIFTON GILL PERRY
PL C SL 159C
DB 1427 PG 075
CREATIVE MINISTRIES, INC
PL C SL 159C
DB 1973 PG 853
MARK ANDREW PERRY
DB 1812 PG 198
BETTY LOU HENLEY
LESLIE REX SR &
DB 1349 PG 352
NORTH CAROLINA STATE
DB 1286 PG 383
NORTH CAROLINA STATE
PL E SL 313
DB 1817 PG 259
LIVING
JENNIFER JACKSON SPRUILL
DB 822 PG 481
MELISSA B TOWLER
DB 2033 PG 780
JEAN LOUISE SMITH
DB 114 PG 678
CLIFTON G PERRY
PG 352
DB 1349
STATE
CAROLINA
NORTH
1SFD
SCATTERED TREES
WOODS
WOODS
SCATTERED TREES
PL G SL 82
DB 1106 PG 696
CLIFTON GRIGGS PERRY
TREES
SCATTERED
PL G SL
8
2DB
1
1
0
6 PG
6
9
6PERRYCLIFTON GRI
GGSWEST KITTY HAWK ROAD
20.0' BST
SR 1208
C
HUR
C
H1S
F40 45
5050
WETLAND
COASTAL
404 WETLAND
WATER
SURFACE
WETLAND
COASTAL
WETLAND
COASTAL
WETLAND
COASTAL
WATER
SURFACE
WATER
SURFACE
-5-
4
-4-4-4
-4-3-
3
-3
-3-
3-3-3-3-
3
-2-2
-2
-2
-2-
2-2-2-2-2-2-1-1
-1
-1
-1-1-1-1-1-1-1-1-10000000000
00
0
00001
1
1 11111 1
11
111
11
12
2
2 222
2 22
22
2 22222
2
22
22233334 445 55 6618"18" RCP-IV
18" RCP-IV
TO DRAIN
GRADE
12/8/2017G:\Projects\1007_2016 NCDOT_Eastern_Region_P&D\R-5738\Hydraulics\PERMITS_Environmental\Drawings\R5738_HYD_PRM_PSH6.dgn2:03:59 PMPERMIT.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
L
B
1001 Wade Avenue, Suite 400
Raleigh, NC 27605-3322
LOUIS BERGER
License No.: F-0840
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
0'50'100'PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
ENGINEER
ROADWAY DESIGN
ENGINEER
HYDRAULICS
R-5738
PLANS
ROADWAYREVISIONS 4
5
6
7
3
UV
UV
REM
REM
REM
BRIDGE
AND CABLE FROM
REM EXIST DUCT
CONSTRUCTION
PRIOR TO BRIDGE
AND CONDUCTERS
REM EXIST POLES
BRIDGE CONSTRUCTION
AND CONDUCTERS AFTER
INSTALL NEW POLES
PRIOR TO BRIDGE CONSTRUCTION
INSTALL UNDERGROUND POWER
IS COMPLETE
AFTER BRIDGE CONSTRUCTION
REMOVE UNDERGROUND POWER
BORE PIT
PROP. 15X15
PROP. 15X15 RECEIVING PIT
00 55 1010 1515 2020 2525 3030 3535
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/23/99PROJ. REFERENCE NO.SHEET NO.0
-5 -5
0 0
5 5
10 10
15 15
-10 -10
39+50.00
-5 -5
0 0
5 5
10 10
15 15
-10 -1040+00.00
-5 -5
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5 5
10 10
15 15
-10 -1040+50.00
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R-5738
-L-
2.5 5
X-13
SHEET 7 OF 17
PERMIT DRAWING
2.25
0.020 0.012
S.S. 2.03
S.S. 1.872.832:1
4:1
SIDEWALK
PROPOSED
2.03
0.021 0.021 4:1
S.S. 2.00
2.55FOOT BRIDGE
EXIST.
2:1
1.81
0.045 0.045 4:1S.S. 1.86
FOOT BRIDGE
EXIST.2.732:1
1.94
0.045 0.045 S.S. 1.843.87FOOT BRIDGE
EXIST.
2:1 5
:1
2.56
0.020 0.013
S.S. 2.225.963:1RET. WALL
SHEET PILE 0.02
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5 5
10 10
15 15
20 20
25 25
0 042+00.00
-5 -5
0 0
5 5
10 10
15 15
-10 -10
42+50.00
00 55 1010 1515 2020 2525 3030 3535
5 5
10 10
15 15
20 20
25 25
0 043+00.00
-5 -5
0 0
5 5
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43+50.00
-5 -5
0 0
5 5
10 10
15 15
-10 -10
44+00.00
R-5738
-L-
2.5 5
X-14
SHEET 8 OF 17
PERMIT DRAWING
4.24
0.020 0.020
S.S. 2.627.683:1RET. WALL
SHEET PILE 0.02
-1.548.020.02 0.02
5.838.170.02 0.02
3.47
0.011 0.031
3:1S.S. 1.297.82RET. WALL
SHEET PILE 0.02
1.82
0.030 0.050
S.S. 0.335.880.02
4:1RET. WALL
SHEET PILE
00 55 1010 1515 2020 2525 3030 3535
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/23/99PROJ. REFERENCE NO.SHEET NO.0
-5 -5
0 0
5 5
10 10
15 15
-10 -10
44+50.00
-5 -5
0 0
5 5
10 10
15 15
-10 -10
45+00.00
-5 -5
0 0
5 5
10 10
15 15
-10 -10
45+50.00
00 55 1010 1515 2020 2525 3030 3535
-5 -5
0 0
5 5
10 10
15 15
-10 -10
46+00.00
-5 -5
0 0
5 5
10 10
15 15
-10 -10
46+50.00
-5 -5
0 0
5 5
10 10
15 15
-10 -10
47+00.00
R-5738
-L-
2.5 5
X-15
SHEET 9 OF 17
PERMIT DRAWING
1.54
0.029 0.050
4:1S.S. 0.663.86INTERSECTION
1.77
0.002 0.0322:1S.S. 1.58
4:1S.S. 1.272.791.92
4:1
S.S. 1.51
4
:1S.S. 1.36
2.64EXIST. SE
MATCH
2.06
4:1
S.S. 0.67
4:1S.S. 1.66
2.74EXIST. SE
MATCH
2.06
4:1
S.S. 0.98
4:1
S.S. 2.21
2.74EXIST. SE
MATCH
2.07
4:1
S.S. 1.16
4
:1S.S. 2.31
2.63EXIST. SE
MATCH
7
NAD 83SEE SHEET 10 FOR -L- PROFILESTA. 50+00.00MATCHLINE SEE SHEET 6STA. 63+00.00MATCHLINE SEE SHEET 8SITE 6
SITE 7
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 10 OF 17
PERMIT DRAWING
HC HC
CLEARING
DENOTES HAND
WETLAND
DENOTES FILL INFF
F
SITE 8
FEXI
ST R\W15' GRAVEL DRINSERT
SITE 8
404 WETLAND
PIPE TO BE BURIED 1' BELOW STREAMBED ELEVATION.
INLET OF PIPE
PIPE TO BE BURIED 1' BELOW STREAMBED ELEVATION.
PROPOSED 36" x 46' RCP
STREAMBED
NWL
0.5'
1.5'
HC
HC
2-24" CMP
EXISTING 2 @ 24" x 40' CMP
WOODS
EXI
ST R\WEXI
ST R\WPOCKET JJ(S URF ACE )
P OCKET F F
(
S
URF
ACE)
P
OCKET KK36" CMPEXIST R/W
EXIST R/W
15' GRAVEL DR 12' SOIL DR
12' GR
AVE
L DR
15' CONC DRDR15' GRAVEL 12' SOIL DR 12' SOIL DR12' SOIL DR20' GRAVEL DR15' GRAVEL DRDB 33 PG 208
ANTHONY JUDE PERRY
DB 1677 PG 357
CLIFTON G PERRY
DB 1677 PG 357
JILL R SAPONE
BRYAN C PARKER &
PL H SL 169
DB 1682 PG 158
DAWN C PERRY
WILLIAM THOMAS &
DB 434 PG 001
NANCY HERMAN THOMPSON
ANTHONY SCOTT &
DB 1788 PG 424
DANIEL J DEELY
DB 1453 PG 134
CHARLENE SPRINGER
LINDA V SMITH &
DB 1668 PG 331
JADEN JENNINGS
DB 1037 PG 509
DAVID W & DARLENE M JONES
DB 1826 PG 065
TIMOTHY J LEAH JR
DB 1805 PG 334
STEVE C & JEANNE E BROOK
PL D SL 95
DB 1133 PG 107
FLOYD G HARRIS JR
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
TREES
SCATTERED
D
R
15'
G
R
A
V
E
L DATUM DESCRIPTIONTHE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECTIS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BYWITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OFPL G SL 82
DB 1106 PG 696
PERRY
CLIFTON GRIGGS PL C SL 41BDB 2007 PG 843RICHARD S & JULIA F PERKINSPOCKET II
(SURFACE)
POCKET EE
(COASTAL)
POCKET LL
POCKET MM
POCKET DD
POCKET GG
WEST KITTY HAWK ROAD
20.0' BST1208SR
DB 161 PG 253
CLIFTON G PERRY
50556050404 WETLAND
404 WETLAND
WATER
SURFACE WATERS
URF
ACEWATERS
URF
ACEWAT ERS URF ACE 404 WETLAND404 WETLAND
404 WETLAND
404 WETLAND
WETLAND
COASTAL
1' B
U
RIE
D
36" RCP
( Not to Scale)
RIP RAP AT EMBANKMENT
DETAIL ?
1 ft.
GEOTEXTILE
1.0'min.
1'min.
Geotextile= 180 sy
Type of Liner= 100 TONS,CL II Rip-Rap
FROM STA. 52+60 LT TO STA. 55+00 LT
DIKE
IMPERVIOUS
DIKE
IMPERVIOUS
CURTAIN
TURBIDITY
FLOATING
11/30/2017G:\Projects\1007_2016 NCDOT_Eastern_Region_P&D\R-5738\Hydraulics\PERMITS_Environmental\Drawings\R5738_HYD_PRM_PSH7.dgn6:39:14 AMPERMIT.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
L
B
1001 Wade Avenue, Suite 400
Raleigh, NC 27605-3322
LOUIS BERGER
License No.: F-0840
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
0'50'100'PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
ENGINEER
ROADWAY DESIGN
ENGINEER
HYDRAULICS
R-5738
PLANS
ROADWAYREVISIONS 8
7
NAD 83SEE SHEET 10 FOR -L- PROFILESTA. 50+00.00MATCHLINE SEE SHEET 6STA. 63+00.00MATCHLINE SEE SHEET 8SITE 6
SITE 7
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 11 OF 17
PERMIT DRAWING
HC HC
CLEARING
DENOTES HAND
WETLAND
DENOTES FILL INFF
F
SITE 8
FEXI
ST R\W15' GRAVEL DRINSERT
SITE 8
404 WETLAND
PIPE TO BE BURIED 1' BELOW STREAMBED ELEVATION.
INLET OF PIPE
PIPE TO BE BURIED 1' BELOW STREAMBED ELEVATION.
PROPOSED 36" x 46' RCP
STREAMBED
NWL
0.5'
1.5'
HC
HC
2-24" CMP
EXISTING 2 @ 24" x 40' CMP
WOODS
EXI
ST R\WEXI
ST R\WPOCKET JJ(S URF ACE )
P OCKET F F
(
S
URF
ACE)
P
OCKET KK36" CMPEXIST R/W
EXIST R/W
15' GRAVEL DR 12' SOIL DR
12' GR
AVE
L DR
15' CONC DRDR15' GRAVEL 12' SOIL DR 12' SOIL DR12' SOIL DR20' GRAVEL DR15' GRAVEL DRDB 33 PG 208
ANTHONY JUDE PERRY
DB 1677 PG 357
CLIFTON G PERRY
DB 1677 PG 357
JILL R SAPONE
BRYAN C PARKER &
PL H SL 169
DB 1682 PG 158
DAWN C PERRY
WILLIAM THOMAS &
DB 434 PG 001
NANCY HERMAN THOMPSON
ANTHONY SCOTT &
DB 1788 PG 424
DANIEL J DEELY
DB 1453 PG 134
CHARLENE SPRINGER
LINDA V SMITH &
DB 1668 PG 331
JADEN JENNINGS
DB 1037 PG 509
DAVID W & DARLENE M JONES
DB 1826 PG 065
TIMOTHY J LEAH JR
DB 1805 PG 334
STEVE C & JEANNE E BROOK
PL D SL 95
DB 1133 PG 107
FLOYD G HARRIS JR
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
TREES
SCATTERED
D
R
15'
G
R
A
V
E
L DATUM DESCRIPTIONTHE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECTIS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BYWITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OFPL G SL 82
DB 1106 PG 696
PERRY
CLIFTON GRIGGS PL C SL 41BDB 2007 PG 843RICHARD S & JULIA F PERKINSPOCKET II
(SURFACE)
POCKET EE
(COASTAL)
POCKET LL
POCKET MM
POCKET DD
POCKET GG
WEST KITTY HAWK ROAD
20.0' BST1208SR
DB 161 PG 253
CLIFTON G PERRY
50556050404 WETLAND
404 WETLAND
WATER
SURFACE WATERS
URF
ACEWATERS
URF
ACEWAT ERS URF ACE 404 WETLAND404 WETLAND
404 WETLAND
404 WETLAND
WETLAND
COASTAL
-3-3
-3-2 -2-2
-
2
-2-2
-1 -1-1-1-1-10
0000
0000
0011 11111111 1122
2 2222
22
2222222222
3
1' B
U
RIE
D
36" RCP
( Not to Scale)
RIP RAP AT EMBANKMENT
DETAIL ?
1 ft.
GEOTEXTILE
1.0'min.
1'min.
Geotextile= 180 sy
Type of Liner= 100 TONS,CL II Rip-Rap
FROM STA. 52+60 LT TO STA. 55+00 LT
DIKE
IMPERVIOUS
DIKE
IMPERVIOUS
CURTAIN
TURBIDITY
FLOATING
11/30/2017G:\Projects\1007_2016 NCDOT_Eastern_Region_P&D\R-5738\Hydraulics\PERMITS_Environmental\Drawings\R5738_HYD_PRM_PSH7.dgn6:38:37 AMPERMIT.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
L
B
1001 Wade Avenue, Suite 400
Raleigh, NC 27605-3322
LOUIS BERGER
License No.: F-0840
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
0'50'100'PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
ENGINEER
ROADWAY DESIGN
ENGINEER
HYDRAULICS
R-5738
PLANS
ROADWAYREVISIONS 8
00 55 1010 1515 2020 2525 3030 3535
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/23/99PROJ. REFERENCE NO.SHEET NO.0
-5 -5
0 0
5 5
10 10
15 15
20 20
-10 -10
53+00.00
-5 -5
0 0
5 5
10 10
15 15
-10 -1053+50.00
00 55 1010 1515 2020 2525 3030 3535
-5 -5
0 0
5 5
10 10
15 15
20 20
-10 -10
54+00.00
-5 -5
0 0
5 5
10 10
15 15
-10 -1054+50.00
-5 -5
0 0
5 5
10 10
15 15
-10 -10
55+00.00
R-5738
-L-
2.5 5
X-18
SHEET 12 OF 17
PERMIT DRAWING
1.92 4:1
S.S. 1.462.14EXIST. SE
MATCH
2:1
1.96 4:1S.S. 1.84
2.18EXIST. SE
MATCH
2:1
2.09
S.S. 1.36
4:1S.S. 2.09
2.32EXIST. SE
MATCH
2:1
2.11 4:1S.S. -0.572.48EXIST. SE
MATCH
2:1
2.07
S.S. 1.72
4:1S.S. 1.85
2.63EXIST. SE
MATCH
2:1
8
NAD 83SEE SHEET 11 FOR -L- PROFILESTA. 63+00.00MATCHLINE SEE SHEET 7SHEET 13 OF 17
PERMIT DRAWING
HC HC
CLEARING
DENOTES HAND
WETLAND
DENOTES FILL INFF
F
F
F
SITE 9
SR 1208 24.0' BST
WEST KITTY HAWK RD
SR 1208 20.0' BSTWEST KI
TTY HAWK RDTO US 158
EXIST R\W
EXIST R\W
SR 1210 21' BST
BOB PERRY RD15' GRAVEL DR15' GRAVEL DR12' SOIL DRDR20' GRAVEL 12' GRAVEL DR12' GRAVEL DR12' CONC DREXIST R/WEXIST R/WDB 1452 PG 220
JAMES R. & BARBARA Y HORNBROOK
PL C SL 139C
DB 106 PG 344
CALDWELL ALLEN PERRY
DB 1498 PG 224
TIM ALLEN BEACHEM
DB 1603 PG 374
WILLIAM S & MARIE R FLETCHER
PL C SL 41B
DB 1769 PG 163
DARREN K & LORI A HULL
UNKNOWN OWNER
PL C SL 41B
DB 2007 PG 843
RICHARD S & JULIA F PERKINS
PL I SL 82
DB 1945 PG 325
NIKOLI T MARTINI
DB 1668 PG 331
JADEN JENNINGS
PL H SL 304
DB 1120 PG 524
ROSIE A WISE
BRIAN BANISTER ET UX &
PL 5 SL 64
DB 1064 PG 243
MARL C THACKER
WOODS
WOODS
WOODS
WOODS
WOODS
TREES
SCATTERED
AA, BB, CC, DD, EE, FF, GG, HH, II, JJ, KK, LL, MM, NN, OO.
DIVISION ENVIROMENTAL OFFICER AS WETLANDS A, B, C, D, E, F, G, H, I, J, K,
ALL WETLANDS AREAS DETERMINED BY CLAY WILLISPL C SL 41BDB 2007 PG 843RICHARD S & JULIA F PERKINSPOCKET HH
PI Sta 66+41.05
D
L = 189.43'
T = 111.24'
R = 144.00'65404 WETLAND
10/5/2017G:\Projects\1007_2016 NCDOT_Eastern_Region_P&D\R-5738\Hydraulics\PERMITS_Environmental\Drawings\R5738_HYD_PRM_PSH8.dgn2:47:17 PMPERMIT.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
L
B
1001 Wade Avenue, Suite 400
Raleigh, NC 27605-3322
LOUIS BERGER
License No.: F-0840
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
0'50'100'PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
ENGINEER
ROADWAY DESIGN
ENGINEER
HYDRAULICS
R-5738
PLANS
ROADWAYREVISIONS
8
NAD 83SEE SHEET 11 FOR -L- PROFILESTA. 63+00.00MATCHLINE SEE SHEET 7SHEET 14 OF 17
PERMIT DRAWING
HC HC
CLEARING
DENOTES HAND
WETLAND
DENOTES FILL INFF
F
F
F
SITE 9
SR 1208 24.0' BST
WEST KITTY HAWK RD
SR 1208 20.0' BSTWEST KI
TTY HAWK RDTO US 158
EXIST R\W
EXIST R\W
SR 1210 21' BST
BOB PERRY RD15' GRAVEL DR15' GRAVEL DR12' SOIL DRDR20' GRAVEL 12' GRAVEL DR12' GRAVEL DR12' CONC DREXIST R/WEXIST R/WDB 1452 PG 220
JAMES R. & BARBARA Y HORNBROOK
PL C SL 139C
DB 106 PG 344
CALDWELL ALLEN PERRY
DB 1498 PG 224
TIM ALLEN BEACHEM
DB 1603 PG 374
WILLIAM S & MARIE R FLETCHER
PL C SL 41B
DB 1769 PG 163
DARREN K & LORI A HULL
UNKNOWN OWNER
PL C SL 41B
DB 2007 PG 843
RICHARD S & JULIA F PERKINS
PL I SL 82
DB 1945 PG 325
NIKOLI T MARTINI
DB 1668 PG 331
JADEN JENNINGS
PL H SL 304
DB 1120 PG 524
ROSIE A WISE
BRIAN BANISTER ET UX &
PL 5 SL 64
DB 1064 PG 243
MARL C THACKER
WOODS
WOODS
WOODS
WOODS
WOODS
TREES
SCATTERED
AA, BB, CC, DD, EE, FF, GG, HH, II, JJ, KK, LL, MM, NN, OO.
DIVISION ENVIROMENTAL OFFICER AS WETLANDS A, B, C, D, E, F, G, H, I, J, K,
ALL WETLANDS AREAS DETERMINED BY CLAY WILLISPL C SL 41BDB 2007 PG 843RICHARD S & JULIA F PERKINSPOCKET HH
PI Sta 66+41.05
D
L = 189.43'
T = 111.24'
R = 144.00'65404 WETLAND -3-2-2-2-
1
-1-1-10
0000011111111 12
222
22222
22
2
2
2 310/5/2017G:\Projects\1007_2016 NCDOT_Eastern_Region_P&D\R-5738\Hydraulics\PERMITS_Environmental\Drawings\R5738_HYD_PRM_PSH8.dgn2:47:44 PMPERMIT.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
L
B
1001 Wade Avenue, Suite 400
Raleigh, NC 27605-3322
LOUIS BERGER
License No.: F-0840
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
0'50'100'PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
ENGINEER
ROADWAY DESIGN
ENGINEER
HYDRAULICS
R-5738
PLANS
ROADWAYREVISIONS
00 55 1010 1515 2020 2525 3030 3535
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/23/99PROJ. REFERENCE NO.SHEET NO.0
-5 -5
0 0
5 5
10 10
15 15
-10 -10
61+50.00
-5 -5
0 0
5 5
10 10
15 15
-10 -10
62+00.00
-5 -5
0 0
5 5
10 10
15 15
-10 -10
62+50.00
00 55 1010 1515 2020 2525 3030 3535
-5 -5
0 0
5 5
10 10
15 15
-10 -10
63+00.00
-5 -5
0 0
5 5
10 10
15 15
-10 -10
63+50.00
-5 -5
0 0
5 5
10 10
15 15
-10 -10
64+00.00
R-5738
-L-
2.5 5
X-21
SHEET 15 OF 17
PERMIT DRAWING
2.37
4:1
S.S. 1.42
4:1S.S. 2.17
2.64EXIST. SE
MATCH
2.34
4:1
S.S. 1.90
4
:1S.S. 1.85
2.79EXIST. SE
MATCH
2.43
4:1
S.S. 1.79
4:1S.S. 1.23
2.94EXIST. SE
MATCH
2.44
4:1
S.S. 1.82
4
:1S.S. 1.18
3.09EXIST. SE
MATCH
2.37
4:1
S.S. 1.98
4:13.24S.S. 118
EXIST. SE
MATCH
2.35
4:1
S.S. 2.00
4:1S.S. 1.573.30EXIST. SE
MATCH
PROFILE
DIVISION OF HIGHWAYS
SHEET OF
NCDOT
DESIGN DISCHARGE
HYDRAULIC DATA
DESIGN FREQUENCY
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
=
=
=
=
=
=
=
=
=
180 CFS
25 YRS
2.1 FT
230 CFS
2.4 FT
2.5 FT
245 CFS
100+ YRS
100 YRS 1.5:11.5:1GRADE
PROPOSED
PI = 41+89.00
EL = 7.84'
VC = 70'
K = 16
DS = 25 MPH
W/ 5.5' END BENTS
SINGLE SPAN
65 FT CORED SLAB (24")
CONSTRUCT BRIDGE
90 SKEW
GP = 8.07'
CL STA 42+68 -L-
o
DS = 25 MPH
2.0'
RIPRAP 2.0 FT.
CLASS II
KEY IN
LT
NAT. GR.
100-YR THEORETICAL SCOUR =2.2'
OT THEORETICAL SCOUR =2.4'
ROADWAY
EXIST.
50-YR
2.1'
100-YR
2.4'
10-YR
EL. 1.2'
25-YR
1.8'
RT
NAT. GR.
100-YR THEORETICAL SCOUR =2.9'
OT THEORETICAL SCOUR =3.1'
TO EL. 0.8'
EXCAVATE DOWN
UP TO EL. 1.0'
LEAVE EX. END BENT IN PLACE
EXCAVATE DOWN TO EL. 1.0',
2.0'
0.3'
NWS
20
10
0
-10
41+00 42+00 43+00 44+00
PI = 43+51.00
EL = 8.32'
VC = 80'
K = 15
L
B
1001 Wade Avenue, Suite 400
Raleigh, NC 27605-3322
LOUIS BERGER
License No.: F-0840
RDO/20160924
DARE COUNTY
WBS: 50196.3.1 (R-5738)
EAST OF SR1210
FROM WEST OF IVY LANE TO
KITTY HAWK RD. (SR1028)
12/8/17
PROP. BRIDGE NAVIGATIONAL ELEV.=5.5'EXIST. BRIDGE NAVIGATIONAL ELEV.=5.5'
OF 6' BELOW STREAM BED
INSTALLED A MINIMUM
UTILITIES TO BE
HAND HOLE
PROP. TELE.
RECEIVING PIT
PROP. 15X15
HAND HOLE
PROP. TELE.
RECEIVING PIT
PROP. 15X15
RECEIVING PIT
PROP. 15X15
SHEET 16 OF 17
PERMIT DRAWING6' MIN.
Existing Existing
Permanent Temp. Channel Channel Natural
Site Station Structure SW SW Impacts Impacts Stream
No.(From/To)Size / Type impacts impacts Permanent Temp.Design
(ac)(ac)(ft)(ft)(ft)
1 33+84-34+52-L- RT 0.0050 0.0150
34+67-L-36" RCP / IMPERIOUS DIKES 0.0050
2 40+67-41+50-L-LT 0.0024 0.0260
3 43+27-43+70-L-LT RETAINING WALL 0.0020 0.0170
4 43+46-44+77-L-RT 0.0200 0.0110
5 45+90-46+91-L-LT 0.0060 0.0160
6 52+74-53+61-L-LT 0.0060 0.0100 0.0090
7 54+54-L-36" RCP / IMPERIOUS DIKES 0.0040 0.0048
8 62+38-62+55-L-RT 0.0018 0.0170
9 62+98-63+57-L-RT 0.0018 0.0090
TOTALS*:0.0170 0.0320 0.0000 0.0840 0.0370 0.01880.032 0.000 0.069 0.037
*Rounded totals are sum of actual impacts
NOTES:
Revised 2016 09 09 SHEET 17 OF 17
R-5738
WBS # 50196.3.1
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
October 12, 2017
DARE County
WETLAND AND SURFACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Permanent
Fill In
404 Wetland
(ac)
Permanent
Fill In
Coastal
Wetland
(ac)
Permanent
Fill In
Surface
Water
Wetland
(ac)
Hand
Clearing in
404
Wetland
(ac)
Hand
Clearing in
Coastal
Wetland
(ac)
Hand
Clearing in
Surface
Water
Wetland
(ac)
4
6