20191252 Ver 1_B4635_Permit Drawings_20190828_20190920

(Version 2.08; Released April 2018)38446.1.2TIP No.:B-4635County(ies):SAMPSONPage 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year:2039Existing:Year:Aquatic T&E Species?Comments:YesNoNoN/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.0.02 cross slope with 11' travel [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 CNCDWR Surface Water Classification for Water BodyN/ABuffer Rules in Effect:418412' travel lanes with 8'-0" shoulders. 40'-0" clear roadway with 0.02 cross slope normal crown. Detour - 11' travel lanes with varying shoulders betweeen 4'-10'.Waterbody Information2019NCDWR Stream Index No.:38446.1.2Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)B-4635 involves replacement of existing bridge structure number 810009 on US 13 over South River in Sampson County. The existing bridge is overall in length 139’ with reinforced concrete caps with timber piles with steel crutch bents. The proposed bridge is three span @55’ with 36” girder bridge and 4’ end bent caps. The proposed roadway is comprised of 12' travel lanes with 8'-0" shoulders. 40'-0" clear roadway with 0.02 cross slope normal crown. The project also contains detour that has 11' travel lanes with varying shoulder of 4-10'. The detour bridge will have vertical abutments and deck drains that will begin at station 16+30 spaced every 40' on center to 18+70 left. The permanent drainage includes inlets on all four corners of the bridge that will discharge into the wetlands. The temporary drainage include 18" cross pipes to drain the runoff between the proposed fill and temporary fill for the detour bridge.DewberryNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1020 Birch Ridge DriveAddress:General Project InformationB-4635WBS Element:Bridge ReplacementWBS Element:Steve BondorNCDOT Contact:(919) 707-66112610 Wycliff Rd Suite 410Raleigh NC 27607Contractor / Designer:[e-mail] NC 27610Address:2/26/2019SampsonStructures Management Unit/ Dan Duffield PERoom #16River Basin(s): City/Town:1.5Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoWoods/RuralSouth River Overlow1.00.3 miProject DescriptionProposed ProjectCape FearSupplemental Classification: Swamp Waters (Sw) Wetlands within Project Limits?
BRIDGE 9

D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *

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 DESIGN
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
0
8/28/2019 11:08:08 AM...\Drawings\B4635_hyd_prm_TSH.dgnUSER: comooreCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NADOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
4
GRADING, DRAINAGE, PAVING AND STRUCTURE
25 50 10050
25 50 10050
5 10 2010 FUNC CLASS =
K
P.E.
R/W
LOCATION:
CONST.
NC COA No. F-0929
PLANS PREPARED FOR NCDOT BY:
PHONE: [phone]
RALEIGH, NC 27607
SUITE 410
2610 WYCLIFF ROAD
DENNIS J. MORY, P.E.
2018 STANDARD SPECIFICATIONS
SAMPSON COUNTY
B-4635B-4635
2019
2039
4,184
6,104
60
9
60
RIVER OVERFLOW ON US 13
REPLACE BRIDGE #9 OVER SOUTH
ARTERIAL
MINOR
TO I-95 -L-US 13 -L-US 13
-DETL--DETL-
= 0.310 MILESTOTAL LENGTH TIP PROJECT B-4635
* TTST = 14
19
DUAL 5
= 0.032 MILESLENGTH STRUCTURE TIP PROJECT B-4635
38446.1.2
38446.2.1
38446.3.1
RIVER OVERFLOWSOUTH RIVERSOUTHNAD 83/ 2011CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III.SAMPSON COUNTYCUMBERLAND COUNTYVICINITY MAP
ANNE MARIE PRIETO, P.E.
=-DETL- POT STA 9+91.51
=-DETL- POT STA 26+35.00-L- POT STA 12+21.07
BEGIN TIP PROJECT B-4635 -L- POT STA 28+60.07
END TIP PROJECT B-4635
REGIONAL TIER
5
NAD 83/ 2011US 421
TO
NCDOT CONTACT: DAVID STUTTS, PE
OCTOBER 15, 2019
= 0.278 MILESLENGTH ROADWAY TIP PROJECT B-4635
-L- POT Sta. 18+97.31
BEGIN BRIDGE
-L- POT Sta. 20+63.89
END BRIDGE
APRIL 3, 2019
1441
1657
1446
1446
1446
1600
1658
1448
1447
1447
1450
1445
S
OUTHRIVER
Little Beaverdam1472
9
1825
1822
1823
1820
1825
1821
1815
1817
1813
1815
1814
1813
1806
1811
1821
1826
18201820
1819
1819
1811
1821
1005
CSXRailroad SOUTHRI
VERSO
UTH
R
IVER
SOUTHRI
VERSouth
RIVERSt
.We
st
St.Godwi
n
-
Fal
conRd.
HerbFarm
Rd.
Falcon
Pop. 32182
13
J. T. Mathews Rd.Wade-StedmanKennel
Rd.Wade-St
edmanRd.Smit h f ie l dRd .BlumanBlumanRd.SherrillB
aggett Rd.Rd.
Bluman
Rd.
Stewart Rd.StewartRd.R
d.
Godw
inScott
Jackson
Rd.
SmithfieldRd.Wade-Sted
man
Strickland
Rd.Per
cyStrickland
Percy
Rd.Sam
boBar
ef
oot
M
ayn
a
rd
Rd.MartinRd.
StewartRd.ParnellRd.WelcomeSchool
Ha
yes
Pa
ge
Rd.Wrench
Rd
.AutryMillRd.AutryRd.
Rd.Matt
h
e
ws
Rd.BarefootRd.BarefootRd.
Fayetteville Rd.
R
d.S.RIVERSchool
Rd.EasonRd.Goldsboro
Rd.
Goldsboro
Rd.
Kenne
lCounty
Cumberland
County
Sampson
LOCATION
PROJECT
1005
82
S am p so n Co u n ty
C ounty
C um berland
95
95301
13
1820
See Sheet 1B for Conventional Symbols
See Sheet 1A For Index of Sheets
NAD 83/ 2011NAD 83/ 2011WC01
WB-15
WD-1
WE-01
WE-02
SITE WB
SITE WE
SITE WF
SITE WA
B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 12
PERMIT DRAWING
4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEET 8 FOR -L- PROFILE
BRIDGE SKETCH
-L- POT STA. 18+74+\-
BEGIN APPROACH SLAB
12'
12'
-L- POT STA. 20+87+/-
END APPROACH SLABF-F40'-0"12'.02.02-L-
POT STA. 20+63+/-
END BRIDGE -L-20-L- PC Sta. 21+05.898'12'8'-L- POT STA. 19+80.00
BRIDGE No. 9 MATCH TO SHEET 5 -L- STA. 19+50.00POT STA. 18+98+/-
BEGIN BRIDGE -L-
SITE WB
SITE WE
SITE WA
SITE WF
B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
0'50'50'
SHEET 2 OF 12
PERMIT DRAWING
E E IN WETLAND
DENOTES EXCAVATION
T T FILL IN WETLAND
DENOTES TEMPORARY
TREE ROW
SOUTH RIVER
MTL
MTL
12" CMPINV=119.21'12" CMPWOODS
WOODS WOODS
WOODS
INLET INV=124.31'
FUNNEL DRAIN
INLET INV=124.33'
WW
CONC
12" CMPFUNNEL DRAIN
INLET INV=124.18'INV=114.57'
INV OUT=123.53'
INV OUT=123.53'
FUNNEL DRAIN
INV OUT=123.60'
INV=119.32'
MTL
MTL
FUNNEL DRAIN
INLET INV=124.16'
INV OUT=123.48'12" CMPINV=112.54'
36" SBG
36" SBG
36" SBG
36" SBG
MTL
MTL
4' PS
4' PS
MTL
MTL
WW
CONC WW
CONC
WW
CONC
TO I-95
CUMBERLAND COUNTYSAMPSON COUNTY12" CMPFUNNEL DRAIN
INLET INV=124.15'
INV OUT=123.50'
INV=116.10'
EXISTING R/W
EXISTING R/W
S
S
S 10°30'28" E24.92'
S

7
2
°2
0'4
6
" E
9
3
.9
1'
S 80°55'29" E
72.82'S 70°35'14" E
38.98'S 59°26'58" E41.91'N 03°54'16" E53.42'N 09°02'50" E66.36'OVERFLOWSOUTH RIVEROVERFLOWSOUTH RIVERJEFFREY TIPPETT, ET ALS
1
2
JEFFREY TIPPETT, ET ALS
3
SIBYL P. GODWIN
4
SIBYL P. GODWIN150.00'SOUTH RIVERRIP RAPRIP RAPCONCCONCBRIDGE 37
BRIDGE 9
24' BST
(FAYETTEVILLE HWY)
US 13
WB-04
BL-1
BL-2
BL-3
US 13
-L-NAD 83/ 2011L
PI Sta 21+49.92
D
L = 88.06'
T = 44.03'
R = 40,075.00'101520Se = 0.02 (N.C.)
B-4635
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
NC COA No. F-0929
2610 WYCLIFF ROAD
TB 2GI
TB 2GI
15" CSP15" CSPTB 2GI
TB 2GI
AND FLUME
REMOVE 15" PIPE
AND FLUME
REMOVE 15" PIPE
15" CSP15" CSPV10=5.3FT/S
Q10=0.3CFS
5 S.Y. GEOTEXTILE
1 TON
PROTECTION
OUTLET
CL B RIP RAP
V10=4.9FT/S
Q10=0.3CFS
5 S.Y. GEOTEXTILE
1 TON
PROTECTION
OUTLET
CL B RIP RAP
V10=4.2FT/S
Q10=0.3CFS5 S.Y. GEOTEXTILE
1 TON
PROTECTION
OUTLET
CL B RIP RAP
V10=6.3FT/S
Q10=0.6CFS
5 S.Y. GEOTEXTILE
1 TON
PROTECTION
OUTLET
CL B RIP RAP
97.00'
+50.00
11'
11'
350 TL-3
TEMP GREU
350 TL-3
TEMP GREU
11'
11'1015POC Sta. 16+64.88
BEGIN BRIDGE -DETL-
TYPE B-77
TEMP
B-77
TEMP TYPE
O
VE
R
F
L
OWS
O
U
T
H
RI
VE
R
POC Sta. 20+00.00
END BRIDGE -DETL-
C
F
F
F
F
F
F
F
F
F
F
F
F
F
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F
F
F
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F
F
F
F
FFF
F F
F
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F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEET 8 FOR -L- PROFILE
BRIDGE SKETCH
-L- POT STA. 18+74+\-
BEGIN APPROACH SLAB
12'
12'
-L- POT STA. 20+87+/-
END APPROACH SLABF-F40'-0"12'.02.02-L-
POT STA. 20+63+/-
END BRIDGE -L-20-L- PC Sta. 21+05.898'12'8'-L- POT STA. 19+80.00
BRIDGE No. 9 MATCH TO SHEET 5 -L- STA. 19+50.00POT STA. 18+98+/-
BEGIN BRIDGE -L-
SITE WB
SITE WE
SITE WA
SITE WF
B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
0'50'50'
SHEET 3 OF 12
PERMIT DRAWING
E E IN WETLAND
DENOTES EXCAVATION
T T FILL IN WETLAND
DENOTES TEMPORARY
TREE ROW
SOUTH RIVER
MTL
MTL
12" CMPINV=119.21'12" CMPWOODS
WOODS WOODS
WOODS
INLET INV=124.31'
FUNNEL DRAIN
INLET INV=124.33'
WW
CONC
12" CMPFUNNEL DRAIN
INLET INV=124.18'INV=114.57'
INV OUT=123.53'
INV OUT=123.53'
FUNNEL DRAIN
INV OUT=123.60'
INV=119.32'
MTL
MTL
FUNNEL DRAIN
INLET INV=124.16'
INV OUT=123.48'12" CMPINV=112.54'
36" SBG
36" SBG
36" SBG
36" SBG
MTL
MTL
4' PS
4' PS
MTL
MTL
WW
CONC WW
CONC
WW
CONC
TO I-95
CUMBERLAND COUNTYSAMPSON COUNTY12" CMPFUNNEL DRAIN
INLET INV=124.15'
INV OUT=123.50'
INV=116.10'
EXISTING R/W
EXISTING R/W
S
S
S 10°30'28" E24.92'
S

7
2
°2
0'4
6
" E
9
3
.9
1'
S 80°55'29" E
72.82'
S 70°35'14" E
38.98'S 59°26'58" E41.91'N 03°54'16" E53.42'N 09°02'50" E66.36'OVERFLOWSOUTH RIVEROVERFLOWSOUTH RIVERJEFFREY TIPPETT, ET ALS
1
2
JEFFREY TIPPETT, ET ALS
3
SIBYL P. GODWIN
4
SIBYL P. GODWIN150.00'SOUTH RIVERRIP RAPRIP RAPCONCCONC1
2
3
BRIDGE 37
BRIDGE 9
24' BST
(FAYETTEVILLE HWY)
US 13
WB-04
500
501
502
503
504
507 508
509 510 511
512
513
514
515
517
518
554
555
556
666
667
668
669
670
671
696
697
698
699
700
701
702
703
704
705
706
707
708
709
711
712
713
725
726
727
BL-1
BL-2
BL-3
US 13
-L-NAD 83/ 2011L
PI Sta 21+49.92
D
L = 88.06'
T = 44.03'
R = 40,075.00'101520Se = 0.02 (N.C.)
B-4635
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
NC COA No. F-0929
2610 WYCLIFF ROAD
TB 2GI
TB 2GI
15" CSP15" CSPTB 2GI
TB 2GI
AND FLUME
REMOVE 15" PIPE
AND FLUME
REMOVE 15" PIPE
15" CSP15" CSPV10=5.3FT/S
Q10=0.3CFS
5 S.Y. GEOTEXTILE
1 TON
PROTECTION
OUTLET
CL B RIP RAP
V10=4.9FT/S
Q10=0.3CFS
5 S.Y. GEOTEXTILE
1 TON
PROTECTION
OUTLET
CL B RIP RAP
V10=4.2FT/S
Q10=0.3CFS5 S.Y. GEOTEXTILE
1 TON
PROTECTION
OUTLET
CL B RIP RAP
V10=6.3FT/S
Q10=0.6CFS
5 S.Y. GEOTEXTILE
1 TON
PROTECTION
OUTLET
CL B RIP RAP
97.00'
+50.00
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11'
350 TL-3
TEMP GREU
350 TL-3
TEMP GREU
11'
11'1015POC Sta. 16+64.88
BEGIN BRIDGE -DETL-
TYPE B-77
TEMP
B-77
TEMP TYPE
O
VE
R
F
L
OWS
O
UT
H
RI
VE
R
POC Sta. 20+00.00
END BRIDGE -DETL-
C
F
F
F
F
F
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5
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEET 8 FOR -L- PROFILEMATCH TO SHEET 4 -L- STA. 19+50.00B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019HC HC
CLEARING
DENOTES HAND
WETLAND
DENOTES FILL INFF
SITE WA
SHEET 4 OF 12
PERMIT DRAWING
0'50'50'
SITE WF
T T FILL IN WETLAND
DENOTES TEMPORARY
HAND CLEARING
FILL IN WETLANDS vv
vWOODS
WOODS
WOODS
BL-4
TO SPIVEYS CORNER
B4635-102
EXISTING R/W
EXISTING R/W
3
SIBYL P. GODWIN
4
SIBYL P. GODWIN 150.00'OF 13" PINE
RR SPIKE IN BASE
ELEV.=115.37'
O/S 103.94' RT
-BL- STA 18+44.14
E: 2,108,876
N: 511,561
BM#1
PASTURE
3 S ELEC4 S BW48" WW W/ 1 S BW
24' BST
(FAYETTEVILLE HWY)
US 13
BM#1
BL-4
US 13
-L-NAD 83/ 201125B-4635
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
NC COA No. F-0929
2610 WYCLIFF ROAD
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5
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEET 8 FOR -L- PROFILEMATCH TO SHEET 4 -L- STA. 19+50.00B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019HC HC
CLEARING
DENOTES HAND
WETLAND
DENOTES FILL INFF
SITE WA
SHEET 5 OF 12
PERMIT DRAWING
0'50'50'
SITE WF
T T FILL IN WETLAND
DENOTES TEMPORARY
HAND CLEARING
FILL IN WETLANDS vv
vWOODS
WOODS
WOODS
BL-4
TO SPIVEYS CORNER
B4635-102
EXISTING R/W
EXISTING R/W
3
SIBYL P. GODWIN
4
SIBYL P. GODWIN 150.00'OF 13" PINE
RR SPIKE IN BASE
ELEV.=115.37'
O/S 103.94' RT
-BL- STA 18+44.14
E: 2,108,876
N: 511,561
BM#1
PASTURE
3 S ELEC4 S BW48" WW W/ 1 S BW
24' BST
(FAYETTEVILLE HWY)
US 13
BM#1
BL-4
US 13
-L-NAD 83/ 201125B-4635
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
NC COA No. F-0929
2610 WYCLIFF ROAD
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5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
140140
150150
18 19 20 21 22 23 24 25 261314151617
SEE SHT 4 & 5 FOR -L- PLAN
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 6560
= 50
= 118.1
= 7820
= 100
= 119.1
= 500+
= 19260
= 124.5
= 6/25/2018
= 110.4 B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019SHEET 6 OF 12
PERMIT DRAWING
PI = 16+70.00
EL = 124.35'
VC = 300'
K = 231
PI = 19+80.00
EL = 127.45'
VC = 300'
K = 158
PI = 22+75.00
EL = 124.79'
VC = 180'
K = 316
DS = > 60 MPH DS = > 60 MPH
PROPOSED GRADE
EXISTING GROUND
PROPOSED BRIDGE
DS = 60 MPH
(-)0.3000%(+)1.0000%
(+)1.0000%(-)0.9000%
(-)0.9000%(-)0.3300%
-L-
RESURFACING
PROPOSED
RESURFACING
PROPOSED EL. 124.30'-L- Sta. 24+25.00 BEGIN RESURFACINGEND GRADEEL. 124.92'-L- Sta. 14+80.00 BEGIN GRADEEND RESURFACINGBEGIN BRIDGEEND BRIDGECONCRETE PIER
REMOVE EXISTING
LOW SIDE/ LOW CHORD
4.0' END BENT CAPS
102 CY
ELEV. = 113.7'
EXCAVATE TO
3.5'
RR SPIKE IN BASE OF 13" PINE
ELEV. 115.37'
121.21' RIGHT
-L- STA 23+45.41
BM #1
CHANNEL
UPSTREAM FACE
95 CY
ELEV. = 113.7'
EXCAVATE TO
CL. II RIPRAP AT 1.5:1
REMOVE EXISTING CONCRETE ABUTMENTS-L- Sta. 18+97.31-L- Sta. 20+63.896/25/2018
WSEL =110.4'
PROP 100 YR =119.1'
3@55'; OAL=165'
36" PSCG
SKEW=90 DEG.
GRADE ELEV.=127.44'
C/L -L- STA. 19+80.6
B-4635NC COA No. F-0929
PHONE: [phone]
RALEIGH, NC 27607
SUITE 410
2610 WYCLIFF ROAD
00
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PROJ. REFERENCE NO.SHEET NO.0
6/23/16110 110
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100 100
14+50.00
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15+00.00
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120 120
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110 110
120 120
130 130
140 140
100 100
16+00.00
X-1B-4635
-L-
5 10
BEGIN PROJECT
12+21.07
BEGIN GRADE
14+80.00
DETOUR REMOVAL EXCAVATION
UNDERCUT EXCAVATION
WETLAND
WETLAND
WETLAND
B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019SHEET 7 OF 12
PERMIT DRAWING
125.01
WETLANDSWETLANDS124.72
3:16:1
0.0200.020
WETLANDSWETLANDSSTA 13+21.14
-DETL-
124.57
0.0200.020
3:16:1
WETLANDSWETLANDSSTA 13+71.52
-DETL-
00
00
1010
1010
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2020
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PROJ. REFERENCE NO.SHEET NO.0
6/23/16120 120
130 130
110 11016+50.00
110 110
120 120
130 130
100 100
17+00.00
110 110
120 120
130 130
100 100
17+50.00
110 110
120 120
130 130
140 140
100 100
18+00.00
X-2B-4635
-L-
5 10
DETOUR REMOVAL EXCAVATION
UNDERCUT EXCAVATION
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019SHEET 8 OF 12
PERMIT DRAWING
124.34
3:13:1
0.0200.020
WETLANDSWETLANDSSTA 14+21.89
-DETL-
124.21
3:13:1
0.0200.020
WETLANDSWETLANDSSTA 14+72.17
-DETL-
124.09
3:13:1
0.0200.020
WETLANDSWETLANDSSTA 15+22.38
-DETL-
124.02
3:13:1
0.0200.020
WETLANDSWETLANDSSTA 15+72.53
-DETL-
00
00
1010
1010
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2020
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PROJ. REFERENCE NO.SHEET NO.0
6/23/16110 110
120 120
130 130
100 100
18+50.00
110 110
120 120
130 130
140 140
100 100
19+00.00
110 110
120 120
130 130
140 140
100 10019+50.00
110 110
120 120
130 130
140 140
100 10020+00.00
X-3B-4635
-L-
5 10
BEGIN BRIDGE
18+97.31
DETOUR REMOVAL EXCAVATION
UNDERCUT EXCAVATION
WETLAND
WETLAND
WETLAND
WETLAND
B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019SHEET 9 OF 12
PERMIT DRAWING
124.06
3:12:1
0.0200.020
WETLANDSWETLANDSSTA 16+22.63
-DETL-
124.01
0.0200.020
WETLANDSWETLANDSSTA 16+72.69
-DETL-
108.77
0.0200.020 STA 17+22.73
-DETL-
108.89
0.0200.020 STA 17+72.74
-DETL-
00
00
1010
1010
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2020
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PROJ. REFERENCE NO.SHEET NO.0
6/23/16110 110
120 120
130 130
100 100
20+50.00
110 110
120 120
130 130
100 100
21+00.00
110 110
120 120
130 130
100 100
21+50.00
110 110
120 120
130 130
140 140
100 100
22+00.00
X-4B-4635
-L-
5 10
20+63.89
END BRIDGE
DETOUR REMOVAL EXCAVATION
UNDERCUT EXCAVATION
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019SHEET 10 OF 12
PERMIT DRAWING
123.25
0.0200.020
WETLANDSWETLANDSSTA 18+22.74
-DETL-
124.21 3:10.0200.020
WETLANDSWETLANDS2:1
STA 18+72.74
-DETL-
124.36 3:13:1
0.0200.020
WETLANDSWETLANDSSTA 19+22.70
-DETL-
124.45
3:13:1
0.0200.020
WETLANDSWETLANDSSTA 19+72.68
-DETL-
00
00
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2020
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PROJ. REFERENCE NO.SHEET NO.0
6/23/16110 110
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22+50.00
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110 110
23+00.00
120 120
130 130
140 140
110 110
23+50.00
120 120
130 130
110 110
24+00.00
X-5B-4635
-L-
5 10
120
130
110
24+25.00
END GRADE
28+60.07
END PROJECT
DETOUR REMOVAL EXCAVATION
UNDERCUT EXCAVATION
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
SHEET 11 OF 12
PERMIT DRAWING
B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019124.48
3:13:1
0.0200.020
WETLANDSWETLANDSWETLANDSSTA 20+22.75
-DETL-
124.43
3:13:1
0.0200.020
WETLANDSWETLANDSSTA 20+72.86
-DETL-
124.463:1
0.0200.020
3:1WETLANDSSTA 21+23.03
-DETL-
124.34
0.0200.020
3.4:1
STA 21+73.27
-DETL-
124.30
EX EX
STA 21+98.41
-DETL-
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)WB L 15+85 TO 19+20 LT ROADWAY FILL0.100.07WA L 20+40 TO 23+53 LT ROADWAY FILL0.080.07WE L 14+09 TO 19+17 RT ROADWAY FILL0.210.020.01WE DETL 11+67 TO 16+66 RT TEMPORARY FILL0.140.11WF L 21+19 TO 23+37 RT ROADWAY FILL0.020.090.03WF DETL 20+00 TO 21+08 RT TEMPORARY FILL0.07WB L 19+20 LT/RTIMPERVIOUS DIKE0.02WA L 20+19 LT/RTIMPERVIOUS DIKE0.02TOTALS*:0.41 0.25 0.120.300 0 0Revised 2018 Feb SHEET12OF 12WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSSAMPSON COUNTYB-463538446.1.2NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS8/29/2019*Rounded totals are sum of actual impactsNOTES:Excavation for SITE WE is due to undercutting for the detour bridge.Site WE and WF temporary fill impacts for detour begin at the permanent fill impact for LFor Sites WE and WF hand clearing limit is 10' from temporary fill in wetlands.*Impervious dikes included due to the request of roadside environmentalThere will be 0.06 acre of temporary fill in the hand clearing areas for erosion control measures.