20181597 Ver 2_B4438_Permit_Drawings_20191205_20191210

(Version 2.07; Released October 2016)38365.1.2TIP No.:B-4438County(ies):Brunswick Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year:2039Existing: Year:Aquatic T&E Species?Comments:Yes NoNoN/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.THE EXISTING ROADWAY IS A TWO-WAY ALIGNMENT WITH 12' TRAVEL LAVES, 1' PAVED SHOULDER, AND 3:1 SLOPES. THE EXISTING BRIDGE HAS AN OUT TO OUT OF 25'5"[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:None1908THE PROPOSED ROADWAY WILL BE A TWO-WAY ALIGNMENT WITH 12' TRAVEL LANES, 2' PAVED SHOULDER, 6' GRASSED SHOULDER, AND 3:1 SLOPES. THE PROPOSED BRIDGE HAS AN OUT TO OUT OF 33' AND CLEAR ROADWAY OF 30'10" THE BRIDGE WILL HAVE TWO 12' TRAVEL LANES AND 3' WIDE SHOULDER ON THE NORTH SIDE AND 3'10'' WIDE SHOULDER ON THE SOUTH SIDE.Waterbody Information2019NCDWR Stream Index No.:38365.1.2Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Project consists of the replacement of Bridge #090047 in Brunswick County. The existing bridges carries NC 211 Green Swamp Road over Bear Pen Islands Swamp between Little Loop Road and Federal Road. The proposed structure for Bridge #090047 is a 39'' Box Beam bridge. The proposed alignment is upstream of the existing alignment. There are wetlands located within the project limits. STORMWATER CONTROLS: . The proposed bridge does not utilize deck drains. Runoff from the bridge roadway and paved shoulders at the bridge approaches drains into inlets. The stormwater is then diffused at a riprap pad outlet prior to discharging into Bear Pen Islands Swamp. Shoulders will be paved and then grassed except on the proposed bridges. Bank Stabilization is planned to prevent erosion of the streambanks.MOFFATT &NICHOLNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT CENTURY CENTERAddress:General Project InformationB-4438WBS Element:Bridge ReplacementWBS Element:JEFF RECK,P.E.NCDOT Contact:(919) 707-65744700 FALLS OF THE NEUSE RD, SUITE 300RALEIGH, NC 27609Contractor / Designer:(919) [e-mail] NC 27610Address:11/6/2018BrunswickBaileyDavid Stutts1000 BIRCH RIDGE DRRiver Basin(s): City/Town:2.1Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)YesRURAL,AGRICULTURE, WOODSBear Pen Island Swamp15-7-31.80.403 MILESProject DescriptionProposed ProjectLumberSupplemental Classification: Swamp Waters (Sw) Wetlands within Project Limits?Revised 12/5/19
Revised 12/5/19
152025-L-
10
-Y1-
-L-
EXISTING R/W
EXISTING R/WEXISTING R/W
EXISTING R/W
WOODS
WOODS WOODS
WOODS
WOODS
WOODS
8' SOIL
GR
AVE
L
GATE
W P
POST
FO WITNESS
WPWPPOST
FO WITNESS
POST
FO WITNESSPOST
FO WITNESS
STATE OF NORTH CAROLINASTATE OF NORTH CAROLINA
RED MOUNTAIN TIMBER COMPANY LLC
POST
FO WITNESS
WALL TYP.
WOOD WING
MTL
MTL MTL
MTL
150' PUBLIC R/W
GREEN SWAMP ROAD (NC 211) 27' BST LI
TTLE LOOP ROADISLANDS SWAMPBEAR PENRED MOUNTAIN TIMBER COMPANY LLC
(PRI
VATE)
2
2
TB 2GI
15"15'' CL III30" CL IV
15"TB 2GI
d 3:
1
B
D
( Not to Scale)
Flatter3:1 or
SPECIAL LATERAL BASE DITCH
FROM STA. 11+12 -Y1- RT TO STA. 11+32 Y1 LT
FROM STA. 21+74 -L- TO STA. 22+00 -L- LT
Slope
Fill
DETAIL C
B= 4.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
Type of Liner= CL A Rip-Rap
Ground
Natural
Geotextile Geotextile
SURFACE WATERS
& IMPACTS IN
BANK STABILIZATION
SITE 4
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 2
WETLAND
DENOTES FILL INFF
E E
IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
CLEARING
DENOTES MECHANIZED*
**
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SURFACE WATERS
& IMPACTS IN
BANK STABILIZATION
SITE 4
E
F
WETLANDS
& IMPACTS IN
DRAINAGE OUTLET
SITE 5
WETLANDS
& IMPACTS IN
DRAINAGE OUTLET
SITE 6
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 7
WETLANDS
& IMPACTS IN
BRIDGE REMOVAL
SITE 3
WETLANDS
& IMPACTS IN
BRIDGE FILL SLOPE
SITE 3
IMPACTS
& NONMITIGABLE
CUT DITCH
SITE 2
F
SURFACE WATERS
& IMPACTS IN
FILL SLOPE & CUT DITCH
SITE 1
S S
SURFACE WATER
DENOTES IMPACTS IN
TS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PE F-0105
[phone] VOICE [phone] FAX
RALEIGH, NORTH CAROLINA 27609
4700 FALLS OF NEUSE ROAD, SUITE 300
N
AD 83 / N
A 2011NC GRIDHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
B-4438
12/5/2019Q:\RA\9729-01\CADD\B4438\Hydraulics\PERMITS_Environmental\Drawings\B4438_hyd_prm_wet_04_no_contours.dgnjdavenport8/17/99MATCH LINE -L- STA. 26+00.00 SEE SHEET 5GRAPHIC SCALE
0'50'50'
SHEET 2 OF 18
PERMIT DRAWING
V10= 1.2 FT/S
Q10=14 CFS
PRM-02
PSH-04
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C C C C
C C
C C C C
F
F
F F
F
C
C
C
F
F
CC
C
C
C
C
C C
C
C
F
Revised 12/5/19
3035-L-
8
:1
8:1
-L-
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
WOODS WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
SAG=79.54'
OVERHEAD POWER
N 44°03'37" W
100.00'N 70°35'43" E149.14'EXISTING R/WTTT
TT DIRPOST
FO WITNESS
INV=57.16'INV=56.20'
30" CMP
EIP EIP
7' CHL
S WP
WP
POST
FO WITNESS
POST
FO WITNESSWP
WP S
STATE OF NORTH CAROLINA
MEMBERSHIP CORP.
ATLANTIC TELEPHONE
RED MOUNTAIN TIMBER COMPANY LLC
POST
FO WITNESS
MTL
MTL
150' PUBLIC R/W
GREEN SWAMP ROAD (NC 211) 27' BST
ROAD NW (SOIL)FEDERAL 2
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 7
IMPACTS
& NONMITIGABLE
FILL SLOPE
SITE 7
WETLAND
DENOTES FILL INFF
E E
IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
CLEARING
DENOTES MECHANIZED*
**
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S
SURFACE WATER
DENOTES IMPACTS IN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PE F-0105
[phone] VOICE [phone] FAX
RALEIGH, NORTH CAROLINA 27609
4700 FALLS OF NEUSE ROAD, SUITE 300
N
AD 83 / N
A 2011NC GRID
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
B-4438
12/5/2019Q:\RA\9729-01\CADD\B4438\Hydraulics\PERMITS_Environmental\Drawings\B4438_hyd_prm_wet_05_no_contours.dgnjdavenport8/17/99MATCH LINE -L- STA. 26+00.00 SEE SHEET 4GRAPHIC SCALE
0'50'50'
SHEET 3 OF 18
PERMIT DRAWING
V10= 1.4 FT/S
Q10=11 CFS
PRM-03
PSH-05
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
F
C
F
C
F
C
F
C
F
F
F
F
F
F
F F
Revised 12/5/19
Revised 12/5/19
Revised 12/5/19
5252525353545454 5555555
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58585858585858585858585858 58585
8
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595959595959
59595959
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595960 606060606060
606060606060
606060606060 606
0
60 6060
6
0 6060
60 606060
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60
6060606061 616161
6161
61
61616161
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61
61616161
626262
62 62
6262626262
626262
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58585858585858585858585858 58585
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595960 606060606060
606060606060
606060606060 606
0
60 6060
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0 6060
60 606060
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6060606061 616161
6161
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61616161
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616161 6161
61
61616161
626262
62 62
6262626262
626262
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62
6262626262626262
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63 63636363
63
64 5252525353545454 5555555
55555 5556
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575757
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58585858585858585858585858 58585
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595960 606060606060
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0 6060
60 606060
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6060606061 616161
6161
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61616161
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616161 6161
61
61616161
626262
62 62
6262626262
626262
62
62
6262626262626262
63
63 63636363
63
6420 2510
EXISTING R/W
EXISTING R/W
WOODS
WOODS WOODS
WOODS
8' SOIL
GRAVE
L
GATE
WP
POST
FO WITNESS
WPWPPOST
FO WITNESS
STATE OF NORTH CAROLINA
POST
FO WITNESS
WALL TYP.
WOOD WING
MTL
MTL MTL
MTLLITTLE LOOP ROADISLANDS SWAMPBEAR PENRED MOUNTAIN TIMBER COMPANY LLC
(PRI
VATE)
2
TB 2GI
15"15'' CL III30" CL IV
15"TB 2GI
FROM STA. 11+12 -Y1- RT TO STA. 11+32 Y1 LTFROM STA. 21+74 -L- TO STA. 22+00 -L- LTType of Liner= CL A Rip-Rap
SURFACE WATERS
& IMPACTS IN
BANK STABILIZATION
SITE 4
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 2
WETLAND
DENOTES FILL INFF
E E
IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SURFACE WATERS
& IMPACTS IN
BANK STABILIZATION
SITE 4
E
F
WETLANDS
& IMPACTS IN
DRAINAGE OUTLET
SITE 5
WETLANDS
& IMPACTS IN
DRAINAGE OUTLET
SITE 6
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 7
WETLANDS
& IMPACTS IN
BRIDGE REMOVAL
SITE 3
WETLANDS
& IMPACTS IN
BRIDGE FILL SLOPE
SITE 3
IMPACTS
& NONMITIGABLE
CUT DITCH
SITE 2
F
SURFACE WATERS
& IMPACTS IN
FILL SLOPE & CUT DITCH
SITE 1
S S
SURFACE WATER
DENOTES IMPACTS IN
TS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PE F-0105
[phone] VOICE [phone] FAX
RALEIGH, NORTH CAROLINA 27609
4700 FALLS OF NEUSE ROAD, SUITE 300
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
B-4438
12/5/2019Q:\RA\9729-01\CADD\B4438\Hydraulics\PERMITS_Environmental\Drawings\B4438_hyd_prm_wet_06_enlarged.dgnjdavenport8/17/99V10= 1.2 FT/S
Q10=14 CFS
N
A
D 83 / N
A 20
1
1NC GRID
MATCH LINE -L- STA. 26+00.00 SEE SHEET 5GRAPHIC SCALE
0'50'50'
SHEET 6 OF 18
PERMIT DRAWING
PRM-06
PSH-04
F
F
F
C C C C
C C
C C C C
F
F
F F
F
C
C
C
F
F
CC
C
C
C
C
C C
C
C
F
Revised 12/5/19
-L-
8
:1
8:1
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
WOODS WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
SAG=79.54'
OVERHEAD POWER TT
POST
FO WITNESSWP
WP
STATE OF NORTH CAROLINA
RED MOUNTAIN TIMBER COMPANY LLC
POST
FO WITNESS
MTL
MTL
2
WETLANDS
& IMPACTS IN
FILL SLOPE
SITE 7
IMPACTS
& NONMITIGABLE
FILL SLOPE
SITE 7
WETLAND
DENOTES FILL INFF
E E
IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S
SURFACE WATER
DENOTES IMPACTS IN55 55555556
56
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57575758585858 5858
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595
9606060606060606060
60606060606060606060
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61616161616161
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6262626363635555555556
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57575757
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57575758585858 5858
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5858 5858585959595959
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9606060606060606060
60606060606060606060
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60 60 60 60 60
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61616161616161
61 61626262626262
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626262636363DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PE F-0105
[phone] VOICE [phone] FAX
RALEIGH, NORTH CAROLINA 27609
4700 FALLS OF NEUSE ROAD, SUITE 300
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
B-4438
12/5/2019Q:\RA\9729-01\CADD\B4438\Hydraulics\PERMITS_Environmental\Drawings\B4438_hyd_prm_wet_07_enlarged.dgnjdavenport8/17/99V10= 1.4 FT/S
Q10=11 CFS
N
AD 83 / NA 2011NC GRID
MATCH LINE -L- STA. 26+00.00 SEE SHEET 4GRAPHIC SCALE
0'50'50'
SHEET 7 OF 18
PERMIT DRAWING
PRM-07
PSH-05
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
F
C
F
C
F
F
F
F
F F
Revised 12/5/19
20
30
40
50
60
70
15 16 17 18 19 20 21 22 23 24 2625
80
90
100
110
20
30
40
50
60
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80
26 27 28 29 30 31 32 33 34 35 36
20
30
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30
20
SHEET 8 OF 18
PERMIT DRAWING5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PRM-08B-4438
12/5/2019Q:\RA\9729-01\CADD\B4438\Hydraulics\PERMITS_Environmental\Drawings\B4438_hyd_prm_wet_08_profile.dgnjdavenportHORIZONTAL
VERTICAL
50 1002550
10 20105
-L-
FOR PLAN VIEW SEE SHEET 4
-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ELEV = 63.56'
-L- STA 36+00.00
END GRADE
PI = 26+80.00
EL = 66.20'
(+)0.5690%(-)1.0612%
VC = 250'
K = 153
PI = 30+15.00
EL = 62.65'
(-)1.0612%(+)0.3000%
VC = 190'
K = 140
PI = 34+60.00
EL = 63.98'
(+)0.3000%(-)0.3000%
VC = 100'
K = 167
EL = 57.0032+25.00 -L- (LT)EL = 57.4135+90.00 -L- (LT)LEFT DITCH
DITCH LEGEND
(+) 0.1123%
PI = 17+10.00
EL = 64.08'
VC = 100'
K = 166
ELEV = 63.36'
-L- STA 14+70.000
BEGIN GRADE
EL = 63.12'
-L- STA 25+70.89, 74.82' RT
BM #1 - R/R SPIKE SET IN 10" OAK
-Y1- STA 11+63.47 -L- STA 21+50.80 (+)0.3000%(-)0.3026%
PI = 21+00.00
EL = 62.90'
(-)0.3026%(+)0.5690%
VC = 130'
K = 149
WSEL = 61.0'
50-YR
WSEL = 61.6'
100-YR
(-) 0.0614%EL = 57.63LEFT DITCH
DITCH LEGEND EL = 57.3223+60.00 -L- (LT)18+55.00 -L- (LT)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
= 1400
= 50
= 1720
= 100
= 61.6
= 500+
= 62.5
= 57.7
-L- STA 24+73.88
BEGIN BRIDGE
-L- STA 25+81.13
END BRIDGE
NORMAL WSEL = 57.7'
= 61.0
= 3400
= 04-26-2018
ELEV.=59.0 ELEV.=59.0
Revised 12/5/19
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
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3030
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3535
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12/5/2019Q:\RA\9729-01\CADD\B4438\Hydraulics\PERMITS_Environmental\Drawings\B4438_hyd_prm_wet_09-17_xpl.dgnjdavenportPROJ. REFERENCE NO.SHEET NO.0
6/23/1660 60
65 65
70 70
55 55
60 60
65 65
70 70
55 55
60 60
65 65
70 70
55 55
60 60
65 65
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55 55
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55 55
B-4438
-L-
2.5 5
19+00.00
18+50.00
18+00.00
17+50.00
17+00.00
16+50.00
PRM-09
SHEET 9 OF 18
PERMIT DRAWING
63.37 3:13:1
0.0200.020
63.36 3:13:1
0.0200.020
63.35 3:13:1
0.0200.020
63.34 3:13:1
0.0200.020
63.32WETLANDWETLAND 3:13:1
0.0200.020
63.23WETLAND 0.0200.020
3:157.60
6
.7
:1
3:1
Revised 12/5/19
00
00
55
55
1010
1010
1515
1515
2020
2020
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2525
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3030
3535
3535
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4545
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5555
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12/5/2019Q:\RA\9729-01\CADD\B4438\Hydraulics\PERMITS_Environmental\Drawings\B4438_hyd_prm_wet_09-17_xpl.dgnjdavenportPROJ. REFERENCE NO.SHEET NO.0
6/23/1660 60
65 65
70 70
55 55
60 60
65 65
70 70
55 55
60 60
65 65
70 70
55 55
60 60
65 65
70 70
55 55
B-4438
-L-
2.5 5
21+00.00
20+50.00
20+00.00
19+50.00
PRM-10
SHEET 10 OF 18
PERMIT DRAWING
63.15WETLANDWETLAND 0.0200.020
8:1
3:1
57.573:162.88
WETLANDWETLAND3:1
0.0200.020
3:157.54
12:1
62.34WETLANDWETLAND3:1
0.0200.020
57.513:112:1
62.17
WETLANDWETLAND0.0200.020
EL=62.66Y112:1
Revised 12/5/19
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
12/5/2019Q:\RA\9729-01\CADD\B4438\Hydraulics\PERMITS_Environmental\Drawings\B4438_hyd_prm_wet_09-17_xpl.dgnjdavenportPROJ. REFERENCE NO.SHEET NO.0
6/23/1660 60
65 65
70 70
55 55
60 60
65 65
70 70
55 55
60 60
65 65
70 70
55 55
60 60
65 65
70 70
55 55
55 55
60 60
65 65
70 70
50 50
B-4438
-L-
2.5 5
21+50.00
23+50.00
23+00.00
22+50.00
22+00.00
PRM-11
SHEET 11 OF 18
PERMIT DRAWING
62.41
0.0170.017
EL=62.55Y112:1
59.17
3:1 0.0010.001
57.423:112:1
57.98 WETLAND3:1
0.0200.020
63.3257.393:114:1
57.31 WETLAND3:1
0.0380.038
63.3157.363:114:1
56.86 WETLAND3:1
0.0400.040
63.6157.333:115:1
Revised 12/5/19
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
12/5/2019Q:\RA\9729-01\CADD\B4438\Hydraulics\PERMITS_Environmental\Drawings\B4438_hyd_prm_wet_09-17_xpl.dgnjdavenportPROJ. REFERENCE NO.SHEET NO.0
6/23/1655 55
60 60
65 65
70 70
75 75
50 50
55 55
60 60
65 65
70 70
50 50
55 55
60 60
65 65
70 70
50 50
B-4438
-L-
2.5 5
25+00.00
24+50.00
24+00.00
BEGIN BRIDGE
PRM-12
SHEET 12 OF 18
PERMIT DRAWING
56.32 WETLANDWETLAND3:1
0.0400.040
63.9315:1
55.67 WETLANDWETLAND3:1
0.0400.040
64.2515:1
56.35
0.0400.040
WETLANDRevised 12/5/19
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
12/5/2019Q:\RA\9729-01\CADD\B4438\Hydraulics\PERMITS_Environmental\Drawings\B4438_hyd_prm_wet_09-17_xpl.dgnjdavenportPROJ. REFERENCE NO.SHEET NO.0
6/23/1655 55
60 60
65 65
70 70
75 75
50 50
55 55
60 60
65 65
70 70
75 75
50 50
55 55
60 60
65 65
70 70
75 75
50 50
B-4438
-L-
2.5 5
26+50.00
25+50.00
26+00.00
END BRIDGE
PRM-13
SHEET 13 OF 18
PERMIT DRAWING
53.92
0.0400.040 WETLAND55.30WETLAND3:1
0.0400.040
11.5:1
55.43WETLAND3:1
0.0400.040
11:1
Revised 12/5/19
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
12/5/2019Q:\RA\9729-01\CADD\B4438\Hydraulics\PERMITS_Environmental\Drawings\B4438_hyd_prm_wet_09-17_xpl.dgnjdavenportPROJ. REFERENCE NO.SHEET NO.0
6/23/1655 55
60 60
65 65
70 70
75 75
50 50
55 55
60 60
65 65
70 70
75 75
50 50
55 55
60 60
65 65
70 70
75 75
50 50
B-4438
-L-
2.5 5
28+00.00
27+50.00
27+00.00
PRM-14
SHEET 14 OF 18
PERMIT DRAWING
55.70WETLAND55.70
3:1
0.0400.040
11.4:1
56.23WETLAND3:1
0.040
12:1
0.040
56.73WETLAND3:1
0.022
12:1
0.022
Revised 12/5/19
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
12/5/2019Q:\RA\9729-01\CADD\B4438\Hydraulics\PERMITS_Environmental\Drawings\B4438_hyd_prm_wet_09-17_xpl.dgnjdavenportPROJ. REFERENCE NO.SHEET NO.0
6/23/1650 50
55 55
60 60
65 65
70 70
75 75
45 45
50 50
55 55
60 60
65 65
70 70
75 75
45 45
50 50
55 55
60 60
65 65
70 70
45 45
B-4438
-L-
2.5 5
29+50.00
29+00.00
28+50.00
PRM-15
SHEET 15 OF 18
PERMIT DRAWING
57.85WETLAND3:1
0.0040.004
12:1
59.27WETLAND3:1
0.0150.015
12:1
60.40WETLAND3:1
0.0200.020
12:1
Revised 12/5/19
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
12/5/2019Q:\RA\9729-01\CADD\B4438\Hydraulics\PERMITS_Environmental\Drawings\B4438_hyd_prm_wet_09-17_xpl.dgnjdavenportPROJ. REFERENCE NO.SHEET NO.0
6/23/1655 55
60 60
65 65
70 70
50 50
50 50
55 55
60 60
65 65
70 70
45 45
55 55
60 60
65 65
70 70
50 50
B-4438
-L-
2.5 5
31+00.00
30+50.00
30+00.00
PRM-16
SHEET 16 OF 18
PERMIT DRAWING
61.03WETLAND3:1
0.0200.020
12:1
61.95WETLAND3:1
0.0200.020
12:1
62.60WETLAND 12:1
3:1
0.0200.020
Revised 12/5/19
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
12/5/2019Q:\RA\9729-01\CADD\B4438\Hydraulics\PERMITS_Environmental\Drawings\B4438_hyd_prm_wet_09-17_xpl.dgnjdavenportPROJ. REFERENCE NO.SHEET NO.0
6/23/1650 50
55 55
60 60
65 65
70 70
45 45
60 60
65 65
70 70
55 55
60 60
65 65
70 70
55 55
55 55
60 60
65 65
70 70
50 50
B-4438
-L-
2.5 5
33+00.00
32+50.00
31+50.00
32+00.00
PRM-17
SHEET 17 OF 18
PERMIT DRAWING
62.82WETLAND 0.0200.020
3:1
8:1
62.96
WETLAND3:13:1
0.0200.020
62.99 3:10.0200.020
3.2:1
62.99 3:10.0200.020
3:157.06
3.2:1
Revised 12/5/19
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)
1 -L- 18+30 LT TO 21+24 LT ROADWAY FILL & CUT DITCH 0.05 < 0.01
2 -L- 21+30 LT TO 24+65 LT ROADWAY FILL & CUT DITCH 0.13 0.01 0.05 < 0.01
3 -L- 24+65 LT TO 25+95 LT BRIDGE 0.04 < 0.01 0.03 0.05
4 -L- 24+98 TO 25+71 BANK STABILIZATION 0.10 129
5 -L- 22+32 RT TO 24+39 RT DRAINAGE OUTLET < 0.01 0.01 < 0.01
6 -L- 24+32 RT TO 24+72 RT DRAINAGE OUTLET < 0.01 < 0.01
7 -L- 25+90 LT TO 32+24 LT ROADWAY FILL 0.36 0.01 0.08 0.16

TOTALS*:0.53 0.03 0.12 0.05 0.27 0.10 129
*Rounded totals are sum of actual impacts
NOTES:
Revised 11/26/2019 SHEET 18 OF 18
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
BRUNSWICK COUNTY
B-4438
38365.1.2
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
11/26/2019
0.03 acres of Temp Fill in Wetlands in the Hand Clearing areas for erosion control measures
-L- 25+53LT TO 32+22 LT, Open Water Impacts (OWA) 0.17 ac

Revised 12/5/19