20210481 Ver 1_Perquimans_29_Permit_Drawings_2021-02-03_20210304

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
(BRIDGE 29)
PROJECT LOCATION
-L- POT STA 16+63.00
BEGIN BRIDGE
-L- POT STA 17+53.00
END BRIDGE
(BETHANY CHURCH RD)
-L- SR 1200SR 1001 (SANDY CROSS RD)
-L- POC STA 12+75.11
BEGIN PROJECT 17BP.1.R.93
-L- POT STA 20+10.00
END PROJECT 17BP.1.R.9309/08/99LOCATION:
TYPE OF WORK:
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
P.E.
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NA4
RIGHT OF WAY DATE:
LETTING DATE:
2018 STANDARD SPECIFICATIONS
NCDOT CONTACT
ROADWAY PROJECT DESIGN ENGINEER
PROJECT MANAGER
L. KEVIN AUSTIN, PE
STEPHEN C. BROWDE, PE
SIGNATURE:
SIGNATURE:
P.E.
V
=
MPH
ADT
FUNC CLASS =
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTHDESIGN DATAGRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
11/19/2020R:\Hydraulics\PERMITS_Environmental\Drawings\B5416_HYD_prm_TSH.dgnJR.HopsonCONTRACT:LIMITS ESTABLISHED BY METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.
RYAN SHOOK

DIVISION 1
HIGHWAY
EDENTON, NC 27932
113 AIRPORT DR, SUITE 100501002550
50 1002550
10 20510
MINOR COLLECTOR
SUBREGIONAL TIER
60=
TTST = 19
2016 280
VICINITY MAP
(NOT TO SCALE)
DETOUR ROUTE (APPROXIMATE LENGTH = 6 MILES)
BETHANY CHURCH RD
SR 1200
SANDY CROSS RDSR 1001LOUIS SPIVEY RD
SR 1214
PERQUIMANS RIVER
UP RIVER RDSR 1208
PERRYS BRIDGE RDSR 1202BAY BRANCH RDSR 1213
NAD 83/ 2011
JUNE 23, 2021
37
= 0.123 MILES
= 0.139 MILES
= 0.016 MILES
(UP RI
VER RD)TO SR 1208TO PASQUOTANK COUNTY
(UP RIVER RD)
TO SR 1208
17BP.1.R.93
17BP.1.R.93LENGTH ROADWAY STATE PROJECT 17BP.1.R.93
LENGTH STRUCTURES STATE PROJECT 17BP.1.R.93
TOTAL LENGTH STATE PROJECT 17BP.1.R.93
WETLAND AND SURFACE WATER IMPACTS PERMIT
6
PREPARED BY:PREPARED FOR:
PERQUIMANS COUNTY
BRIDGE NO.29 OVER BRANCH OF PERQUIMANS RIVER
ON SR 1200 (BETHANY CHURCH RD)
GRADING,DRAINAGE,PAVING,AND STRUCTURE
SITE 1
SITE 2
SITE 3PROJECT:PERQUIMANS RIVERBRANCH OF THE WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 9
PERMIT DRAWING
T
TT
TO PASQUOTANK COUNTY
(UP RIVER RD)
TO SR 1208
SR 1001 (SANDY CROSS ROAD) 18.2’ BST
SR 1001 (SANDY CROSS ROAD) 18.2’ BST
WOODS
W
D PO
ST
SHED4W1200 R2W113
W101
102
104
103
WOODSSR 1200 (BETHANY CHURCH ROAD) 17.0’ BSTGRV12" R
C
P
INV
=
8
.
6
2IN
V
=
8
.
6
2
WD POSTSWD POSTSWD POSTSWD POSTS
CONC
R
EM
A
IN
SSH
ED
COOP
OLD CHICKEN
(VACANT)2S FR D
REMAINSHOUSETEL MKRTEL MKR6 " PVC
6 " PVC
6 " PVC
6
" PVC6
" PVC24’ - 12" CASING
6 " HDPE
6 " PVC
BRIDGE #29
ELEV=6.68
TOP OF PIER
ELEV=6.64
TOP OF PIER
ELEV=7.93
TOP OF PIER
ELEV=7.78
TOP OF PIER
ELEV=7.61
TOP OF PIER
ELEV=7.48
TOP OF PIER
ELEV=6.64
TOP OF PIER
ELEV=6.63
TOP OF PIER
WOODS
WOODS
WOODS
2S FR D
"CUT OFF"
6" PVC
EXPOSED
17.0’ BST
SR 1200 (BETHANY CHURCH ROAD)
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WEXISTING R/WEXI
STI
NG R/
W
EXISTING R/W
EXISTING R/W
JANIE F. OWENS
ALBERTA HOPKINS &
SALLIE M. RIDDICK,
JAMES L. FELTON,
WILLIE P. FELTON,
DB 41 PG 509
& H.S. REYNOLDS
NAN W. REYNOLDS
DB 321 PG 696
DB 64 PG 567
LEONA J. WINSLOW
PERCY L. WINSLOW &
JANIE F. OWENS
ALBERTA HOPKINS &
SALLIE M. RIDDICK,
JAMES L. FELTON,
WILLIE P. FELTON,
DB 41 PG 509
DB 129 PG 817
PERCY L. WINSLOW JR.
DB 129 PG 817
PERCY L. WINSLOW JR.
DB 321 PG 696
& H.S. REYNOLDS
NAN W. REYNOLDS
WETLAND
DENOTES FILL INFF
0433’10’10’5.5’5.5’-L- STA. 16+52.00
BEGIN APPROACH SLAB
-L- STA. 17+64.00
END APPROACH SLAB
SR 1200 OVER BRANCH OF THE PERQUIMANS RIVER
BRIDGE AND ROADWAY RELATIONSHIP SKETCH
(NOT TO SCALE)
-L- STA. 16+63.00
BEGIN BRIDGE
-L- STA. 17+53.00
END BRIDGE 0403020202000102060706060504I
NC27’+02.11+25.11TO EXIST
50’ TAPER
+60.0002030201020202+35.00TO EXI
ST50’ TAPERINC
27’20’20’NR ELIGIBLE
-L- STA. 16+62.94
BEGIN BRIDGE
-L- STA. 17+52.55
END BRIDGE
12’12’
025025
-L- POT STA 20+10.00
END PROJECT 17BP.1.R.93
-L- POC STA 12+75.11
BEGIN PROJECT 17BP.1.R.93
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.2/2/2021R:\Hydraulics\PERMITS_Environmental\Drawings\B5416_HYD_prm_PSH_04.dgnDavid.Bocker8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
4
NAD 83/ 2011
TYPE-III
TYPE-III
TYPE-III
TYPE-III
SEE SHEETS S-? THRU S-? FOR STRUCTURE PLANS
SEE SHEET 5 FOR -L- PROFILE
NOTES:
17BP.1.R.93
STREAM & WETLAND IMPACTS
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SITE 2
SITE 1SITE 1
SITE 3
FOR BORE
EXCAVATION
CENTURYLINK
APPROX.
FOR BORE
EXCAVATION
CENTURYLINK
APPROX.
CENTURY LINK
APPROX. PROP.
PI Sta 14+57.97
D
L = 360.36’
T = 182.86’
R = 860.00’
D
1520-L-
-L- PT Sta. 21+52.82
-L- POT Sta. 21+58.45
TYPE-III
TYPE-III
TYPE-III
TYPE-III
GREU TL-3
GREU TL-3
-L- PC Sta. 20+56.82
SE = 06 SE = EXIST
V = 50 mph V = EXIST
-L- PT Sta. 16+35.47
AT-1
PI Sta 10+62.50
D
L = 62.83’
T = 40.00’
R = 40.00’
-DR-
-DR- POT Sta. 11+15.00
-DR- PT Sta. 10+85.33
PI Sta 10+62.50
L = 62.83’
T = 40.00’
R = 40.00’
GR
R
20’
GR
R
20’
AT-1
10-DR2- POT Sta. 11+55.00
PI Sta 10+65.14
D
L = 51.40’
T = 29.93’
R = 40.00’
-DR2-
-DR2- PC Sta. 10+35.21
-DR2- PT Sta. 10+86.61
-DR2- POT Sta. 10+00.00
-DR- POT Sta. 10+00.00 =
-L- POT STA. 18+50.00 =
Sta. 10+22.50
-DR- PC
PE
PE
PEPEC
CCC
C
C
C
C
C
F
C F
F
F
C
F
F
F
C
C
C
C
F
F
F
FFF
C
F
NO DECK DRAINS ON BRIDGE
PERQUIMANS RIVERBRANCH OF THE SHEET 2 OF 9
PERMIT DRAWING
TB 2GI
TB 2GI
0402
04010400
15"
-DR2- STA. 11+25 TO STA. 11+55 RT
FROM -L- STA. 12+75.11 TO STA. 15+75 LT
EMBEDDED RIP RAP AT EMBANKMENT
-DR2- 11+55 RT, 11 Tons CL I, 16 SY Geotextile
-L- 17+50 LT, 11 Tons CL I, 16 SY Geotextile
DETAIL 4-C
Type of Liner= CL I Rip-Rap (Embedded)
15"
T
TT
TO PASQUOTANK COUNTY
(UP RIVER RD)
TO SR 1208
SR 1001 (SANDY CROSS ROAD) 18.2’ BST
SR 1001 (SANDY CROSS ROAD) 18.2’ BST
WOODS
W
D PO
ST
SHED4W1200 R2W113
W101
102
104
103
WOODSSR 1200 (BETHANY CHURCH ROAD) 17.0’ BSTGRV12" R
C
P
INV
=
8
.
6
2IN
V
=
8
.
6
2
WD POSTSWD POSTSWD POSTSWD POSTS
CONC
R
EM
A
IN
SSH
ED
COOP
OLD CHICKEN
(VACANT)2S FR D
REMAINSHOUSETEL MKRTEL MKR6 " PVC
6 " PVC
6 " PVC
6
" PVC6
" PVC24’ - 12" CASING
6 " HDPE
6 " PVC
BRIDGE #29
ELEV=6.68
TOP OF PIER
ELEV=6.64
TOP OF PIER
ELEV=7.93
TOP OF PIER
ELEV=7.78
TOP OF PIER
ELEV=7.61
TOP OF PIER
ELEV=7.48
TOP OF PIER
ELEV=6.64
TOP OF PIER
ELEV=6.63
TOP OF PIER
WOODS
WOODS
WOODS
2S FR D
"CUT OFF"
6" PVC
EXPOSED
17.0’ BST
SR 1200 (BETHANY CHURCH ROAD)
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WEXISTING R/WEXI
STI
NG R/
W
EXISTING R/W
EXISTING R/W
JANIE F. OWENS
ALBERTA HOPKINS &
SALLIE M. RIDDICK,
JAMES L. FELTON,
WILLIE P. FELTON,
DB 41 PG 509
& H.S. REYNOLDS
NAN W. REYNOLDS
DB 321 PG 696
DB 64 PG 567
LEONA J. WINSLOW
PERCY L. WINSLOW &
JANIE F. OWENS
ALBERTA HOPKINS &
SALLIE M. RIDDICK,
JAMES L. FELTON,
WILLIE P. FELTON,
DB 41 PG 509
DB 129 PG 817
PERCY L. WINSLOW JR.
DB 129 PG 817
PERCY L. WINSLOW JR.
DB 321 PG 696
& H.S. REYNOLDS
NAN W. REYNOLDS
WETLAND
DENOTES FILL INFF-4-4-3-3-2-2-2-1-1-11111111
1
1111111 111111111
111
1
2
2222222
22
22 222222222222 22222
222
222
22
2
22222
2
2
222222 2222233
3
33333333 33
3
3 333333 333333333333
3
3
3
333
3
3
3 3333
3
3333333 333
3
44444444
4
444 4444
4 444444444
4 4
4
4
4
44444
4444
6666
6 6
6
6
66
666666
66666666
6
6
66666667777777
7777777777
7
777
7
7
7
7
7
777777778
8
88
8888888888 88888
8
88888888888 888 88
8 88 88
88
8
88899999999
99999
99999 99999
9
99999
9
999
99 9
11111111111111 111111
111111
11
111111 1111
111111 111212121212121212131 3 13131313131313 00000000 555555555555555
5
5555555 5555555
5
5
55
5555
5
5
5
5
5
5
5
5
5
5
55555555
5551010101010101010101
0
10101010101010101010
10
10
10
10
1010101010
10
10
10
10 10101010
10
10
10
1010 1010
1010 10101010100433’10’10’5.5’5.5’-L- STA. 16+52.00
BEGIN APPROACH SLAB
-L- STA. 17+64.00
END APPROACH SLAB
SR 1200 OVER BRANCH OF THE PERQUIMANS RIVER
BRIDGE AND ROADWAY RELATIONSHIP SKETCH
(NOT TO SCALE)
-L- STA. 16+63.00
BEGIN BRIDGE
-L- STA. 17+53.00
END BRIDGE 0403020202000102060706060504I
NC27’+02.11+25.11TO EXIST
50’ TAPER
+60.0002030201020202+35.00TO EXI
ST50’ TAPERINC
27’20’20’NR ELIGIBLE
-L- STA. 16+62.94
BEGIN BRIDGE
-L- STA. 17+52.55
END BRIDGE
12’12’
025025
-L- POT STA 20+10.00
END PROJECT 17BP.1.R.93
-L- POC STA 12+75.11
BEGIN PROJECT 17BP.1.R.93
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.2/2/2021R:\Hydraulics\PERMITS_Environmental\Drawings\B5416_HYD_prm_PSH_04_CONT.dgnDavid.Bocker8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
4
NAD 83/ 2011
TYPE-III
TYPE-III
TYPE-III
TYPE-III
SEE SHEETS S-? THRU S-? FOR STRUCTURE PLANS
SEE SHEET 5 FOR -L- PROFILE
NOTES:
17BP.1.R.93
STREAM & WETLAND IMPACTS
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SITE 1SITE 1
SITE 3
SITE 2
FOR BORE
EXCAVATION
CENTURYLINK
APPROX.
CENTURY LINK
APPROX. PROP.
FOR BORE
EXCAVATION
CENTURYLINK
APPROX.
PI Sta 14+57.97
D
L = 360.36’
T = 182.86’
R = 860.00’
D
1520-L-
-L- PT Sta. 21+52.82
-L- POT Sta. 21+58.45
TYPE-III
TYPE-III
TYPE-III
TYPE-III
GREU TL-3
GREU TL-3
-L- PC Sta. 20+56.82
SE = 06 SE = EXIST
V = 50 mph V = EXIST
-L- PT Sta. 16+35.47
AT-1
PI Sta 10+62.50
D
L = 62.83’
T = 40.00’
R = 40.00’
-DR-
-DR- POT Sta. 11+15.00
-DR- PT Sta. 10+85.33
PI Sta 10+62.50
L = 62.83’
T = 40.00’
R = 40.00’
GR
R
20’
GR
R
20’
AT-1
10-DR2- POT Sta. 11+55.00
PI Sta 10+65.14
D
L = 51.40’
T = 29.93’
R = 40.00’
-DR2-
-DR2- PC Sta. 10+35.21
-DR2- PT Sta. 10+86.61
-DR2- POT Sta. 10+00.00
-DR- POT Sta. 10+00.00 =
-L- POT STA. 18+50.00 =
Sta. 10+22.50
-DR- PC
PE
PE
PEPEC
CCC
C
C
C
C
C
F
C F
F
F
C
F
F
F
C
C
C
C
F
F
F
FFF
C
F
NO DECK DRAINS ON BRIDGE
PERQUIMANS RIVERBRANCH OF THE SHEET 3 OF 9
PERMIT DRAWING
TB 2GI
TB 2GI
0402
04010400
15"
SPECIAL CUT V DITCH
-DR2- STA. 11+25 TO STA. 11+55 RT
FROM -L- STA. 12+75.11 TO STA. 15+75 LT
DETAIL 4-A
15"
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.2/2/2021R:\Hydraulics\PERMITS_Environmental\Drawings\B5416_PERQUIMANS_RIVER.dgnDavid.BockerINCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
4
SEE SHEETS S-? THRU S-? FOR STRUCTURE PLANS
SEE SHEET 5 FOR -L- PROFILE
NOTES:
17BP.1.R.93
17+0016+0015+00 18+00 19+00 20+00
0
10
20
-10 CENTER LINE
PROFILE ALONG
UPSTREAM
NATURAL GROUND
DOWNSTREAM
NATURAL GROUND
BRIDGE
REMOVE EXISTING
LOW STEEL ELEV. = 6.80’
PROPOSED LOWEST
2.5’ DEEP CAP
1.5:1 SLOPE
1.5:1 SLOPE
2.5’ DEEP CAP
2 SPANS 1@35’, 1@55’
21" CORED SLAB BRIDGE
SKEW = 105
G.P. ELEV. 9.65
-L- STA 17+08
(-)0.4372%(+)0.6868%
(+)0.3000%(-)0.4372%
2.0 FT THICK, KEYED 3.5 FT DEEP
CLASS ’II’ RIPRAP W/ GEOTEXTILEKEYED 3.5 FT DEEP
2.0 FT THICK
W/ GEOTEXTILE
CLASS ’II’ RIPRAP
GRADE
PROPOSED ROADWAY
GRADE
EXISTING ROADWAY
ELEV. = 6.6’
PROP. 100 YR
ELEV. = 5.6’
PROP. 25 YR
RECENT DRIFT = 4.9’
ELEV. 8.7’
STA. 19+38
PROP. OT
DDE = 388 CY
TO EL. 4.0
EXCAVATE BERM
100 YR THEORETICAL SCOUR
500 YR THEORETICAL SCOUR -L- STA. 20+10.00, ELEV = 9.01’END GRADEEL = 10.57’
PI = 14+98.00
EL = 8.60’
PI = 19+50.00
NWS=2.6’
1.5:1 W/ CLASS II RIP RAP
REMOVE TIMBER ABUTMENTS AND ARMOR BANKS AT
1.5:1 W/ CLASS II RIP RAP
REMOVE TIMBER ABUTMENTS AND ARMOR BANKS AT
SITE 1
-L- 17+08 - 2 SPANS 1 @ 35’, 1 @ 55’ RCBC
WITH THE EXISTING STRUCTURE.
FLOODPLAIN IS WOODED WITH A GRASS CORRIDER PARALLEL
STABLE BANKS. BED MATERIAL IS SANDY CLAY.
CHANNEL IS 35’-50’ WIDE W/ 1-3’ HIGH BANKS ABOVE NWS;
STREAM NOTE:
-15
CLEARANCE
MIN. 4’
JS LIMITS
BORING PROFILE
APROXIMATE CENTURYLINK
DDE = 196 CY
TO EL. 4.0
EXCAVATE BERM
SHEET 4 OF 9
PERMIT DRAWING
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
11/19/2020R:\Hydraulics\PERMITS_Environmental\Drawings\B5416_HYD_prm_XPL.dgnJR.HopsonPROJ. REFERENCE NO.SHEET NO.0
6/23/165 5
10 10
15 15
17+50.00
5 5
10 10
15 15
17+75.00
5 5
10 10
15 15
18+00.00
5 5
10 10
15 15
18+25.00
5 5
10 10
15 15
18+50.00
X-5
-L-
2.5 5
17BP.1.R.93
SITE 2
SITE 2
SITE 2
SITE 2
8.36
0.0400.040
8.09 2:13:1
0.0400.040
CLEARING LIMIT8.06 2:13:1
0.0400.040
CLEARING LIMIT8.06 2:13:1
0.0310.031
CLEARING LIMIT8.16 2:13:1
0.0210.021
CLEARING LIMITWLBWLBWLBWLBWLBWLBSHEET 5 OF 9
PERMIT DRAWING
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
11/19/2020R:\Hydraulics\PERMITS_Environmental\Drawings\B5416_HYD_XPL_DR.dgnJR.HopsonPROJ. REFERENCE NO.SHEET NO.0
6/23/165 5
10 10
15 15
10+25.00
5 5
10 10
15 15
10+50.00
5 5
10 10
10+75.00
5 5
10 10
11+00.00
X-817BP.1.R.93
-DR-
2.5 5
SITE 3
SITE 3
SITE 3
SITE 3
3:13:1
0.0250.025 3:13:1
0.0250.025
CLEARING LIMIT3:13:1
0.0250.025
CLEARING LIMIT3:16:1
0.0250.025
CLEARING LIMITWLBWLBWLBSHEET 6 OF 9
PERMIT DRAWING
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
11/19/2020R:\Hydraulics\PERMITS_Environmental\Drawings\B5416_HYD_XPL_DR2.dgnJR.HopsonPROJ. REFERENCE NO.SHEET NO.0
6/23/165 5
10 10
15 15
20 20
0 0
10+25.00
5 5
10 10
15 15
0 0
10+50.00
5 5
10 10
15 15
0 0
10+75.00
5 5
10 10
0 0
11+00.00
X-11
-DR2-
2.5 5
17BP.1.R.93
SITE 2
SITE 2
SITE 2
SITE 2
4.44
3:1
0.0250.025EX RWCLEARING LIMIT2.56 3:13:1
0.0250.025 EX RWCLEARING LIMIT1.76 3:13:1
0.0250.025 RWCLEARING LIMIT2.13 3:13:1
0.0250.025 RWCLEARING LIMITWLBWLBWLBWLBWLBWLBWLBSHEET 7 OF 9
BUFFER DRAWING
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
11/19/2020R:\Hydraulics\PERMITS_Environmental\Drawings\B5416_HYD_XPL_DR2.dgnJR.HopsonPROJ. REFERENCE NO.SHEET NO.0
6/23/165 5
10 10
15 15
0 0
11+25.00
5 5
10 10
15 15
0 0
11+48.84
5 5
10 10
15 15
0 0
11+55.00
X-12
-DR2-
2.5 5
17BP.1.R.93
SITE 2
SITE 2
3.34 3:13:1
0.0250.025
2.21 RW3:1CLEARING LIMIT5.34
3:1 0.0250.025
2.14
3:13:1RW3:1CLEARING LIMIT5.28 RW2.12
WLBWLBSHEET 8 OF 9
BUFFER DRAWING
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 StreamNo. (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) 1 -L- 16+80/17+45 Bank Stabilization < 0.01 106 2 -DR2- 11+55/-L- 18+71 Roadway Fill 0.09 0.03 3 -DR- 10+45/11+04 Roadway Fill < 0.01 < 0.01 TOTALS*:0.10 0.04 < 0.01 106 0 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 9OF 9Site 1 (Bank Stabilization): 222 sq. ft. Permanent SW ImpactsSite 2: 3821 sq. ft. Permanent Fill in Wetlands; 1394 sq. ft. Clearing in WetlandsSite 3: 392 sq. ft. Permanent Fill in Wetlands; 353 sq. ft. Clearing in Wetlands WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSPERQUIMANS COUNTY17BP.1.R.93 NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS2/3/2021