20220437 Ver 1_W-5701E permit drawings_05.11.2022_20220512

T
V =

% *

FUNC CLASS =
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
3/16/2022 10:21:32 AM...\W5701E_hyd_permit_tsh.dgn User:amfitzpatrick ARTMEN
N ASO
H
DEPT
O
F TRA S PORTTIONTATEOFNRTCAR
O
LI
NA4

Asheville,
North Carolina
423 467 8401
865 546 5800
864 574 4775
828 253 2796

606 248 6600
Tri-Cities, TN
Knoxville, TN
Spartanburg, SC
Middlesboro, KY
Charleston, SC
843 974 5650
Atlanta, GA
770 627 3509
cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
Boone, NC
828 355 9933
919 977 9455

704 357 0488
Charlotte, NCRaleigh, NC
Prepared in the Office of:
VAUGHN & MELTON
ASHEVILLE NC, 28806
1318-F PATTON AVE.
FOR THE NORTH CAROLINA DIVISION OF HIGHWAYS
ADT 2016 = 1900
P.E.
CONST
50 MPH
LENGTH ROADWAY PROJECT = 0.294 MI
TOTAL LENGTH OF PROJECT = 0.294 MI
= 10
LOCAL, RURAL
SUB REGIONAL TIER
50
5 10
2550
2.55
25
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

R/W, UTIL
TYPE OF WORK: GRADING, DRAINAGE AND PAVING
100
100
Indian Trail Rd
Railway
END PROJECT
BEGIN PROJECT
POINT RD
TO DRUMMONDS TO US 17
TO EDENTON
TO SANDY POI
NTINDIAN TRAIL RDJOHN LANSFORD, PE
DWAYNE ALLIGOOD, PE
IN CHOWAN COUNTY
LOCATION: NC 32/37 INTERSECTION EAST OF EDENTON
2018 STANDARD SPECIFICATIONS
37
32
94 32
94
94
Haughton RdWoodar
d RdNorthwestern RailroadCarolina and Airport
Regional
Northeastern
Soundside RdPolar N
eck
R
dYeopim Rd
50 50
CHOWAN COUNTY
TIP PROJECT:W-5701E44847.1.5
44847.2.5
44847.3.5

NCDOT CONTACT: RYAN SHOOK
JULY 18, 2019
W-5701E
WETLAND IMPACTS PERMIT
SITE 1
SITE 2
SHEET 1 OF 4
PERMIT DRAWING
CONTRACT: DA00546JUNE 15,2022CreekSomer
St.Johns
Nixon's Beach
Sandy Point
Hornblower Point
BEGIN PROJECT
-L- STA. POT 10+50.00
END PROJECT
-L- STA. POT 26+00.00-Y2--Y3-NC 3
7
-L-
NC 32-Y1-NC 32-L-
VICINITY MAP NAD 83/ 2011
NAD 83/ 2001E
SITE #1A
PERMIT
SITE #1B
PERMIT SITE #2D
PERMIT
SHEET 2 OF 4
PERMIT DRAWING
5/11/2022 9:05:54 AM...\3173706_permit'_psh04.dgn User:amfitzpatrickHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
4AW-5701E
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
WETLANDS
EXCAVATION IN
E
E
WETLANDS
EXCAVATION IN
SITE #2A
PERMIT
WETLANDS
EXCAVATION IN E
SITE #2
PERMIT
WETLANDS
EXCAVATION IN
F
STABILIZATION
RIPRAP BANK
SITE #2B
PERMIT
WETLANDS
FILL IN
EXTEND CULVERT
REPLACE AND
F
SITE #2C
PERMIT
WETLANDS
FILL IN
SITE #2E
PERMIT
FILL
WETLAND
RIP RAP
F
WETLANDS
FILL IN
BOUNDARY
OPEN WATERS
POTENTIAL WATERS/
T
T
CUL1CUL2CE1HW1CUL3CUL4CE2
HW2
15" RCP
18" RCP24" HDPE
24" RCP
18" HDPE18" RCP
15" RCP
15" RCP
24" RCP18" RCP
15" RCP
15" RCP
18" HDPE6' CHL12' SOIL DR15" RCP
15' GRAVEL DR18' GRAVEL DR
8' GRAVEL DR20' GRAVEL DR2
0' CONC DRDI
DI
CONC HW
DIR ONLY
2
3' BS
T
EXIST R/WEXIST R/W10' SOIL DR24" RCP
CONC HWEXIST R/WCONC HW
CONC HW
125.00'100.00'60.00'60.00'EXIST R/W
EXIST R/W
N 04°20'25" WS 03°20'56" E
S 06°40'56" E
N 04°20'25" W164.57'N 77°00'25" W
223.20'S 65°49'14" W25.00'S 24°10'46" E25.00'S 65°49'14" W25.00'N 88°35'01" W
N 18°47'17" EN 18°47'17" EN 14°02'45" EN 05°42'22" EEXI
ST R/
W EXI
ST R/W125.00'15" RCP
DB 157 PG 488
1SFD
BED
FLOWER
JUNCTION BOX
POSSIBLE
DB 280 PG 457
CLYDE & JACQUELINE ADAMS
RICHARD & GLENDA JACKSON
DB 163 PG 31S 37°25'56" W18" RCP
24" CMP DIR. ONLY
DIR. ONLY
DIRT PILE
DB 341 PG 442
DB 461 PG 119
JENNINGS W WEBB
DB 206 PG 344
CHOWAN COUNTY
DB 221 PG 928
GLORIA R BOND
DB 492 PG 890
JUDITH K WARD
2SFD
DB 302 PG 335
CAREY Y PARRISH III DB 421 PG 89
1SFD
OF EDENTON LLC
B&J INVESTMENTS
DB 302 PG 332
CAREY Y PARRISH III
DB 163 PG 28
CAREY Y PARRISH III
DB 152 PG 572
CAREY Y PARRISH III
N 13°55'45" EEIPEIR1.95' R/W TO EIP0.87' EIR TO R/W0.97' EIP T
O R/WEIP
1.37' R/W EIP
EIP
4' VINYL
4' VINYL
TO EDENTON
20' BST NC 32 (POPLAR NECK RD)
20' INDIAN TRAIL RD
TO DRUMMONDS POINT RD
TO US 17
25 ' BST NC 37 (HAUGHTON RD)25 ' BST NC 32 (HAUGHTON RD)TO US 64OF LATTERDAY SAINTS
CHURCH OF JESUS CHRIST
CULT
CULT
CULT
WOODS
WOODS
WOODS
CULT
CULT
CONC SW 50.00'125.00'50.00'62.50'15" RCP
ENVIRONMENTAL OFFICER AS WETLANDS A,B,C,D
ALL WETLANDS AREAS DETERMINED BY PEF SOIL DR.4'X5' CONC CULVERTSI
NGLE BARRELCHURCH1SBK
DB 302 PG 332
CAREY Y PARRISH III
DB 163 PG 28
CAREY Y PARRISH III
CHARLOTTE BAKER
WILLIAM & ELEV: 112.7393ELEV: 12.0335ELEV:
15.
5
5
6
8
SAG -L- 19+60.27SAG -Y1- 13+83.42SAG
-Y1-
1
3
+8
3.
4
2ELEV:
1
2.
0
3
3
5
24" 18"
DETAIL B
FS SEECREST -Y1-
16
+7
2.
7
3
Flatter4:1 or
D4:1( Not to Scale)
SPECIAL CUT DITCH
FROM -Y1- STA. 15+50 TO STA. 16+50 LT
FROM -Y1- STA. 13+50 TO STA. 15+50 RT
DETAIL C
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0'
FROM -L- STA. 23+48 TO STA. 23+63
DETAIL B
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
RE
MO
VE
REMOVE
REMOVE
REM
OVEREMOVE
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN SYSTEM
REMOVE
REMOVEREMOVEDRAIN
GRADE TO 18" RCP-IV 24" RCP-IVFlatter4:1 or
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -Y3- STA. 12+00 TO STA. 12+50 LT
FROM -Y3- STA. 11+50 TO STA. 12+50 RT
FROM -Y2- STA. 10+50 TO STA. 14+00 LT
FROM -Y2- STA. 10+50 TO STA. 15+00 RT
FROM -L- STA. 18+50 TO STA. 26+00 LT
FROM -L- STA. 20+00 TO STA. 26+00 RT
FROM -L- STA. 17+00 TO STA. 19+00 RT
FROM -L- STA. 10+50 TO STA. 16+70 RT
DETAIL A
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
FROM -L- STA. 10+50 TO STA. 18+20 LT
DETAIL D
B=2.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
Slope
Ditch
Front
30" RCP-III 30" RCP-III
REMOVE36" RCP-IV
HW 24" RCP-III24" RCP-
I
V18" RCP-IV RCP-IV 18"3:13:1
D
( Not to Scale)
STANDARD 'V' DITCH
FROM -L- STA. 19+00 TO STA. 19+14 RT
Min. D=1.0 Ft.
DETAIL E
Ground
Natural
Ground
Natural
See Sheet 5 for -L- Profile
See Sheet 6 for -Y1- Profile
See Sheet 6 for -Y2- Profile
See Sheet 6 for -Y3- Profile1520 251510CCCCCCCCCCCCCCCCFFCCCCCCCCCCCCCCCCCCCCFCFC
NAD 83/ 2001E
SITE #1A
PERMIT
SITE #1B
PERMIT SITE #2D
PERMIT
SHEET 3 OF 4
PERMIT DRAWING
5/11/2022 9:07:28 AM...\3173706_permit'_psh04B.dgn User:amfitzpatrickHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
4BW-5701E
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
WETLANDS
EXCAVATION IN
E
E
WETLANDS
EXCAVATION IN
SITE #2A
PERMIT
WETLANDS
EXCAVATION IN E
SITE #2
PERMIT
WETLANDS
EXCAVATION IN
F
STABILIZATION
RIPRAP BANK
SITE #2B
PERMIT
WETLANDS
FILL IN
EXTEND CULVERT
REPLACE AND
F
SITE #2C
PERMIT
WETLANDS
FILL IN
SITE #2E
PERMIT
FILL
WETLAND
RIP RAP
F
WETLANDS
FILL IN
BOUNDARY
OPEN WATERS
POTENTIAL WATERS/
T
T
CUL1CUL2CE1HW1CUL3CUL4CE2
HW2
15" RCP
18" RCP24" HDPE
24" RCP
18" HDPE18" RCP
15" RCP
15" RCP
24" RCP18" RCP
15" RCP
15" RCP
18" HDPE6' CHL12' SOIL DR15" RCP
15' GRAVEL DR18' GRAVEL DR
8' GRAVEL DR20' GRAVEL DR2
0' CONC DRDI
DI
CONC HW
DIR ONLY
2
3' BS
T
EXIST R/WEXIST R/W10' SOIL DR24" RCP
CONC HWEXIST R/WCONC HW
CONC HW
125.00'100.00'60.00'60.00'EXIST R/W
EXIST R/W
N 04°20'25" WS 03°20'56" E
S 06°40'56" E
N 04°20'25" W164.57'N 77°00'25" W
223.20'S 65°49'14" W25.00'S 24°10'46" E25.00'S 65°49'14" W25.00'N 88°35'01" W
N 18°47'17" EN 18°47'17" EN 14°02'45" EN 05°42'22" EEXI
ST R/
W EXI
ST R/W125.00'15" RCP
DB 157 PG 488
1SFD
BED
FLOWER
JUNCTION BOX
POSSIBLE
DB 280 PG 457
CLYDE & JACQUELINE ADAMS
RICHARD & GLENDA JACKSON
DB 163 PG 31S 37°25'56" W18" RCP
24" CMP DIR. ONLY
DIR. ONLY
DIRT PILE
DB 341 PG 442
DB 461 PG 119
JENNINGS W WEBB
DB 206 PG 344
CHOWAN COUNTY
DB 221 PG 928
GLORIA R BOND
DB 492 PG 890
JUDITH K WARD
2SFD
DB 302 PG 335
CAREY Y PARRISH III DB 421 PG 89
1SFD
OF EDENTON LLC
B&J INVESTMENTS
DB 302 PG 332
CAREY Y PARRISH III
DB 163 PG 28
CAREY Y PARRISH III
DB 152 PG 572
CAREY Y PARRISH III
N 13°55'45" EEIPEIR1.95' R/W TO EIP0.87' EIR TO R/W0.97' EIP T
O R/WEIP
1.37' R/W EIP
EIP
4' VINYL
4' VINYL
TO EDENTON
20' BST NC 32 (POPLAR NECK RD)
20' INDIAN TRAIL RD
TO DRUMMONDS POINT RD
TO US 17
25 ' BST NC 37 (HAUGHTON RD)25 ' BST NC 32 (HAUGHTON RD)TO US 64OF LATTERDAY SAINTS
CHURCH OF JESUS CHRIST
CULT
CULT
CULT
WOODS
WOODS
WOODS
CULT
CULT
CONC SW 50.00'125.00'50.00'62.50'15" RCP
ENVIRONMENTAL OFFICER AS WETLANDS A,B,C,D
ALL WETLANDS AREAS DETERMINED BY PEF SOIL DR.4'X5' CONC CULVERTSI
NGLE BARRELCHURCH1SBK
DB 302 PG 332
CAREY Y PARRISH III
DB 163 PG 28
CAREY Y PARRISH III
CHARLOTTE BAKER
WILLIAM & ELEV: 112.7393ELEV: 12.0335ELEV:
15.
5
5
6
8
SAG -L- 19+60.27SAG -Y1- 13+83.42SAG
-Y1-
1
3
+8
3.
4
2ELEV:
1
2.
0
3
3
5
24" 18"
DETAIL B
FS SEECREST -Y1-
16
+7
2.
7
3
Flatter4:1 or
D4:1( Not to Scale)
SPECIAL CUT DITCH
FROM -Y1- STA. 15+50 TO STA. 16+50 LT
FROM -Y1- STA. 13+50 TO STA. 15+50 RT
DETAIL C
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0'
FROM -L- STA. 23+48 TO STA. 23+63
DETAIL B
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
RE
MO
VE
REMOVE
REMOVE
REM
OVEREMOVE
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN SYSTEM
REMOVE
REMOVEREMOVEDRAIN
GRADE TO 18" RCP-IV 24" RCP-IVFlatter4:1 or
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -Y3- STA. 12+00 TO STA. 12+50 LT
FROM -Y3- STA. 11+50 TO STA. 12+50 RT
FROM -Y2- STA. 10+50 TO STA. 14+00 LT
FROM -Y2- STA. 10+50 TO STA. 15+00 RT
FROM -L- STA. 18+50 TO STA. 26+00 LT
FROM -L- STA. 20+00 TO STA. 26+00 RT
FROM -L- STA. 17+00 TO STA. 19+00 RT
FROM -L- STA. 10+50 TO STA. 16+70 RT
DETAIL A
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
FROM -L- STA. 10+50 TO STA. 18+20 LT
DETAIL D
B=2.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
Slope
Ditch
Front
30" RCP-III 30" RCP-III
REMOVE36" RCP-IV
HW 24" RCP-III24" RCP-
I
V18" RCP-IV RCP-IV 18"3:13:1
D
( Not to Scale)
STANDARD 'V' DITCH
FROM -L- STA. 19+00 TO STA. 19+14 RT
Min. D=1.0 Ft.
DETAIL E
Ground
Natural
Ground
Natural
See Sheet 5 for -L- Profile
See Sheet 6 for -Y1- Profile
See Sheet 6 for -Y2- Profile
See Sheet 6 for -Y3- Profile1520 25151055551010101010
1010 101010101010
10101010101010 1010
10
10
10 10101010101010101010101010101
0
1
0
10
1010
1010101010101010101010101010101
0
10
1010
10
10
101010
101010101010101010
10
10101010101010101010 101010
10101010101015
15
15
151515151515CCCCCCCCCCCCCCCCFFCCCCCCCCCCCCCCCCCCCCFCFC
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft) **(ft) **(ft)
1A Rip Rap Bank Stabilization - Outlet <0.01
1B Wetland Excavation - Outlet 0.03
2 Replace and Extend Culvert <0.01
2A Wetland Excavation - Outlet 0.01
2B Wetland Fill - Inlet 0.02
2C Wetland Fill - Outlet 0.02
2D Wetland Excavation - Outlet 0.01
2E Rip Rap - Wetland Fill - Outlet <0.01
TOTALS*:0.04 0.00 0.05 0.00 0.00 0.00 0.00 0 0 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2022 Feb SHEET 4 OF 4
WETLAND AND SURACE WATER IMPACTS SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
DIVISION OF HIGHWAYS
03/3/2022
NC 32/37
NC DEPARTMENT OF TRANSPORTATION
W-5701E