HomeMy WebLinkAbout20220841 Ver 1_BP6.R001_Permit Drawings_20220309_20220623(Version 2.08; Released April 2018)
BP6.R001 TIP No.:N/A County(ies):Columbus Page 1 of 1
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Yes
Design/Future:Year:N/A Existing:Year:
Aquatic T&E Species?No Comments:
No N/A
No
Wetlands within Project Limits?
Swamp Waters (Sw)
None
Supplemental Classification:
Rural Residential
Fivemile Branch 15-4-8-4-1
0.1
230 FT.
Project Description
Proposed Project
LumberRiver Basin(s):
City/Town:
0.1
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
gwprice@ncdot.gov
Address:
3/9/2022
ColumbusChadbourn
Gregory W Price
Fayetteville, NC 28302
WBS Element:
Bridge ReplacementWBS Element:
LJB Inc.NCDOT Contact:
910-364-0683
Garner, NC 27529
Contractor / Designer:
(919) 594-6710
1401 Aversboro Road Ste. 215
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
PO Box 1150 Address:
General Project Information
N/ABP6.R001
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
The North Carolina Department of Transportation (NCDOT) proposes to replace Columbus County Bridge Structure No. 303 on SR 1428 (Thompson Town Rd) over Fivemile
Branch. Bridge Structure No. 303 is 53 feet long and consist of 2 @ 128"x83" CMPA w/ sand bag HW. The replacement structure will be 2 @ 10'x7' RCBC w/6" beveled HW,
Buried 1.0' below existing stream bed elevation. The purpose of the project is to replace a structurally deficient pipe culvert. Bridge Structure No. 303 will be replaced in-place
with an off-site detour.
The project is utilizing vegetative treatment swales in roadway ditches.
N/ABuffer Rules in Effect:Fivemile Branch
None
640
Thompson Town Rd: Two 10' travel lanes with and 4' grass shoulders.
Waterbody Information
2021
NCDWR Stream Index No.:
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class CNCDWR Surface Water Classification for Water Body
ac.
Thompson Town Rd: Two 9' Travel Lanes with 4-5' grass shoulders.
640
mmastroluca@ljbinc.com
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/A
Deck 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)
4
NAD 83/ 2011Five
mile
F ivem ile
Branch
BranchBig
Pond BranchLandfillWhiteRd.Rd.Rd.Char
l
i
eThompson Rd.
Thompson
Rd.FisherRd.1005
1004
1004
1335
1428
1428
1335
1335
1336
1336
1335
1430
Big Pond
Bay
Town
Wi
l
l
i
amsonRough and Ready 1004
1004Midway
Dr.MidwayDr.Ready
and
Rd.
Rough Mi
dwayDr.Shay
FARRELL NICHOLSON, PE
COLUMBUS COUNTY
CULVERT 303 ON SR 1428 (THOMPSON TOWN RD)
GRADING, DRAINAGE, PAVING AND STRUCTURES
10 20 4020
10 20 4020
2 4 84
T
V
=
=
=
640
7%
55 MPH
ADT 2021
FUNC CLASS =
LOCAL RURAL
SUB-REGIONAL TIER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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 Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2018 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99BP6.R001DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$1401 Aversboro Road, Suite 215, Garner, NC 27529
CONTRACT:BP6.R001ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NA(CHARL
IE
W
ILL
IAMSON
RD
)TO
SR
1430
(MIDWAY
DR)
TO
SR
1335
(THOMPSON
TOWN
RD
)-L
- SR
1428 FIVEMILE BRANCHBEGIN CULVERT
-L- STA. 15+32.41
-L- STA. 15+53.08
END CULVERT
-L- Sta. 16+60.00
END PROJECT BP6.R001
LJB, INC
NC License Number C-4123
NCDOT CONTACT: WBS:See Sheet 1B For Conventional Symbols Sheet
See Sheet 1A For Index of Sheets
VICINITY MAP
NTSDETOUR
BRANCHFIVEMILE END PROJECT
BEGIN PROJECT
-L- Sta. 14+30.00
BEGIN PROJECT BP6.R001
P.E.
R/W & UTL.
CONST.
06 / 15 / 2022
12 / 06 / 2021
0.044 MILES=TOTAL LENGTH OF PROJECT
0.004 MILES=LENGTH OF STRUCTURE PROJECT
0.040 MILES=LENGTH OF ROADWAY PROJECT
BP6.R001.1
BP6.R001.2
BP6.R001.3
OVER FIVEMILE BRANCH
- CLEARING LIMITS BY METHOD II MODIFIED
- NO DESIGN EXCEPTIONS WARRANTED
-L- STA. 12+72.00
BEGIN CONSTRUCTION
-L- STA. 18+41.00
END CONSTRUCTION
DIVISION BRIDGE PROGRAM MANAGER
ADAM BRITT
FARRELL NICHOLSON, PE
SHEET 1 OF 12
PERMIT DRAWING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BP6.R001
NCBELS C-4123
(919) 594-6710
Garner, NC 27529
Suite 215
1401 Aversboro Road
PI Sta 14+18.34
D
L = 175.42'
T = 87.72'
R = 5,930.00'
SE = NC
DS = 45 MPH
-L-15-L- PT Sta. 12+91.79-L- PC Sta. 13+30.63-L- PT Sta. 15+06.05-L- POT STA. 14+30.00
BEGIN PROJECT BP6.R001
-L- POT STA. 16+60.00
END PROJECT BP6.R001
-L-
1
2
1
2
SR 1428 (THOMPSON TOWN RD)
-L- STA. 12+72.00
BEGIN CONSTRUCTION BP6.R001
-L- STA. 18+41.00
END CONSTRUCTION BP6.R001 60.00'BL-2
EXISTING R/W
EXISTING R/W
18' BST THOMPSON TOWN RD (SR 1428)
18' BST THOMPSON TOWN RD (SR 1428)
TO PEACOCK RD (SR 1005)
TO CHARLIE WILLIAMSON RD (SR 1430)
GARY & JEANETTE COX
DB 393 PG 364
GARY & JEANETTE COX
DB 393 PG 364
REVOCATABLE TRUST
PENELOPE R OBRECHT
PB 44 PG 23
DB 1160 PG 90
REVOCATABLE TRUST
PENELOPE R OBRECHT
DB 1160 PG 90
PB 44 PG 23
PL IS RUN OF THE BRANCHREF: PLAT 44 BK 23PL IS RUN OF THE BRANCHREF: PLAT 44 BK 23FIVEMILE BRANCHFIVEMILE BRANCHWOODS
WOODS
WOODS
FALLOW
FALLOW
WOODS
WOODS
WOODS
WOODS
EXISTING R/W
60.00'EXISTING R/W
WOODS
RR SPIKE IN BASE OF 14" PINE TREE
BL STA. 11+80.00 46.5' RT
N 195960 E 2065358
BM1 ELEV. = 77.04'
WOODS
SEE DETAIL C
Flatter4:1 or
D2:
1
( Not to Scale)
CUT DITCH
FROM -L- STA. 15+75 TO STA. 16+50 RT.
Min. D= 1.0 Ft.
DETAIL C
Slope
Ditch
Front
Ground
Natural
2@10'X7' RCBC
PROPOSED
2:1
2:110.0'
EXCAVATION
PROPOSED
EXCAVATION
PROPOSED
NG
NG
EST. 94 SY
GEOTEXTILE
EST. 93 TN
CLASS "II" RIP RAP
NOT TO SCALE
(LOOKING DOWNSTREAM)
CULVERT INLET CHANNEL
DETAIL A
1.0' EMBED.
2@10'X7' RCBC
PROPOSED
EXCAVATION
PROPOSED
EXCAVATION
PROPOSED
2:12:1
NGNG
EST. 93 SY
GEOTEXTILE
EST. 91 TN
CLASS "II" RIP RAP
NOT TO SCALE
(LOOKING DOWNSTREAM)
CULVERT OUTLET CHANNEL
DETAIL B
10.0'
1.0' EMBED.
WIDTH = 15 FEET
LENGTH = 51 FEET
W/ GEOTEXTILE
CL. II RIP RAP
WIDTH = 15 FEET
LENGTH = 51 FEET
W/ GEOTEXTILE
CL. II RIP RAP
US INLET INVERT = 63.2'DS INLET INVERT = 63.3'FCW
FCW
PIT AND OPEN CUT.
UTILITY WORK OCCURS FOR
INSTALL WATTLES WHEN
UTILITY BORE PIT LOCATION.
PIT AND OPEN CUT.
UTILITY WORK OCCURS FOR
INSTALL WATTLES WHEN
UTILITY BORE PIT LOCATION.
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
HC HC
CLEARING
DENOTES HAND
WETLAND AND SURFACE WATER IMPACTS PERMIT
S S SURFACE WATER
DENOTES IMPACTS IN
IMPACTS (SEE DETAIL A)
SITE 1 - SURFACE WATER(SEE INSET A)
OF WETLAND IMPACTS
SITE 3 - 7 SQ FT
INSET A
IMPACTS
SITE 2 - SURFACE WATER NAD 83/ 20114
SHEET 2 OF 12
PERMIT DRAWING
F
F FF
F
F F
CCC
F
C
F F F
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BP6.R001
NCBELS C-4123
(919) 594-6710
Garner, NC 27529
Suite 215
1401 Aversboro Road
63646465656565666667 676868
68 686868
69 6969 69697070
7070
70 70707070707171
71
71 71727272 727
2
73
73 73737
3 7474
747475
7575
75757575
7676767777777878787980
80808182838485858
6
PI Sta 14+18.34
D
L = 175.42'
T = 87.72'
R = 5,930.00'
SE = NC
DS = 45 MPH
-L-15-L- PT Sta. 12+91.79-L- PC Sta. 13+30.63-L- PT Sta. 15+06.05-L- POT STA. 14+30.00
BEGIN PROJECT BP6.R001
-L- POT STA. 16+60.00
END PROJECT BP6.R001
-L-
1
2
1
2
SR 1428 (THOMPSON TOWN RD)
-L- STA. 12+72.00
BEGIN CONSTRUCTION BP6.R001
-L- STA. 18+41.00
END CONSTRUCTION BP6.R001 60.00'BL-2
EXISTING R/W
EXISTING R/W
18' BST THOMPSON TOWN RD (SR 1428)
18' BST THOMPSON TOWN RD (SR 1428)
TO PEACOCK RD (SR 1005)
TO CHARLIE WILLIAMSON RD (SR 1430)
GARY & JEANETTE COX
DB 393 PG 364
GARY & JEANETTE COX
DB 393 PG 364
REVOCATABLE TRUST
PENELOPE R OBRECHT
PB 44 PG 23
DB 1160 PG 90
REVOCATABLE TRUST
PENELOPE R OBRECHT
DB 1160 PG 90
PB 44 PG 23
PL IS RUN OF THE BRANCHREF: PLAT 44 BK 23PL IS RUN OF THE BRANCHREF: PLAT 44 BK 23FIVEMILE BRANCHFIVEMILE BRANCHWOODS
WOODS
WOODS
FALLOW
FALLOW
WOODS
WOODS
WOODS
WOODS
EXISTING R/W
60.00'EXISTING R/W
WOODS
RR SPIKE IN BASE OF 14" PINE TREE
BL STA. 11+80.00 46.5' RT
N 195960 E 2065358
BM1 ELEV. = 77.04'
WOODS
SEE DETAIL C
Flatter4:1 or
D2:
1
( Not to Scale)
CUT DITCH
FROM -L- STA. 15+75 TO STA. 16+50 RT.
Min. D= 1.0 Ft.
DETAIL C
Slope
Ditch
Front
Ground
Natural
2@10'X7' RCBC
PROPOSED
2:1
2:110.0'
EXCAVATION
PROPOSED
EXCAVATION
PROPOSED
NG
NG
EST. 94 SY
GEOTEXTILE
EST. 93 TN
CLASS "II" RIP RAP
NOT TO SCALE
(LOOKING DOWNSTREAM)
CULVERT INLET CHANNEL
DETAIL A
1.0' EMBED.
2@10'X7' RCBC
PROPOSED
EXCAVATION
PROPOSED
EXCAVATION
PROPOSED
2:12:1
NGNG
EST. 93 SY
GEOTEXTILE
EST. 91 TN
CLASS "II" RIP RAP
NOT TO SCALE
(LOOKING DOWNSTREAM)
CULVERT OUTLET CHANNEL
DETAIL B
10.0'
1.0' EMBED.
WIDTH = 15 FEET
LENGTH = 51 FEET
W/ GEOTEXTILE
CL. II RIP RAP
WIDTH = 15 FEET
LENGTH = 51 FEET
W/ GEOTEXTILE
CL. II RIP RAP
US INLET INVERT = 63.2'DS INLET INVERT = 63.3'FCW
FCW
PIT AND OPEN CUT.
UTILITY WORK OCCURS FOR
INSTALL WATTLES WHEN
UTILITY BORE PIT LOCATION.
PIT AND OPEN CUT.
UTILITY WORK OCCURS FOR
INSTALL WATTLES WHEN
UTILITY BORE PIT LOCATION.
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
HC HC
CLEARING
DENOTES HAND
WETLAND AND SURFACE WATER IMPACTS PERMIT
S S SURFACE WATER
DENOTES IMPACTS IN
IMPACTS (SEE DETAIL A)
SITE 1 - SURFACE WATER(SEE INSET A)
OF WETLAND IMPACTS
SITE 3 - 7 SQ FT
INSET A
IMPACTS
SITE 2 - SURFACE WATER NAD 83/ 20114
SHEET 3 OF 12
PERMIT DRAWING
F
F FF
F
F F
CCC
F
C
F F F
5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BP6.R001
NCBELS C-4123
(919) 594-6710
Garner, NC 27529
Suite 215
1401 Aversboro Road
UPSTREAM NATURAL GROUND
PI = 15+45.00
EL = 72.95'
VC = 230'
DS = 50 MPHELEV. 73.30'
-L- STA. 14+30.00
BEGIN GRADE
PROPOSED GRADE
EXISTING GROUND
-L- STA. 15+53.08
END CULVERT
ELEV. = 73.26'
-L- STA. 14+58.87
LOW POINT
-L- STA. 15+32.41
BEGIN CULVERT
(-)0.3000%(+)2.0900%
K = 96
RR SPIKE IN BASE OF 14" PINE TREE
BL STA. 11+80.00 46.5' RT
N 195960 E 2065358
BM1 ELEV. = 77.04'
ELEV. 75.36'
-L- STA. 16+60.00
END GRADE
WSE ON (4/2021) = 66.4'
Q25 WSEL = 72.2'3.00%
ELEV 70.06'
-L- STA 15+75.00
END CUT DITCH RT
ELEV 72.31'
-L- STA 16+50.00
BEGIN CUT DITCH RT
TO BE REMOVED
(2) 128"x83"' CMPA
EX. STRUCTURE 230303
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
CULVERT HYDRAULIC DATA
= 610
= 25
= 72.2
= 930
= 100
= 73.6
= 870
= 100 (-)
= 73.3
UPSTREAM SECTION
2 @ 10'x7' RCBC
WSEL = 73.3'
OVERTOPPING
Q100 WSEL = 73.6'
40
44
48
52
56
60
64
68
72
76
80
84
88
40
44
48
52
56
60
64
68
72
76
80
84
88
92
96
100
104104
92
96
100
108
112
116
120
13 14 15 16 17 18
5
-L-
SEE SHEET 4 FOR -L- PLAN VIEW
SHEET 4 OF 12
PERMIT DRAWING
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.6/23/16X-1BP6.R001
CROSS SECTION INDEX
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
16+75.00TO14+00.00
STATIONTOSTATION
-L- (THOMPSON TOWN RD)
CROSS SECTION INDEX
ROADWAY
X-2 TO X-7
X-1
SHEET NUMBER
Removal of Existing Pavement will be paid for at the contract lump sum price for "Grading."
Borrow, Fine Grading, Clearing and Grubbing, Breaking of Existing Pavement, and
Note: Approximate quantities only. Unclassified Excavation, Borrow Excavation, Shoulder
SHEET 5 OF 12
PERMIT DRAWING
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/1613+50.0000
13+75.0000
14+00.0000
14+25.0000
X-2BP6.R001
-L-
2.5 5
SHEET 6 OF 12
PERMIT DRAWING
73.48
73.37
73.32
73.29
70 70
75 75
65 65
70 70
75 75
65 65
70 70
75 75
65 65
70 70
75 75
65 65
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/1614+30.0000
14+50.0000
14+75.0000
X-3BP6.R001
-L-
2.5 5
SHEET 7 OF 12
PERMIT DRAWING
73.29
BEGIN PROJECT BP6.R001 -L- STA. 14+30.00
4:1 0.0300.010
73.26
4:1 0.0250.018
3:173.26
4:1 0.0250.025
3:170 70
75 75
80 80
85 85
65 65
70 70
75 75
80 80
65 65
70 70
75 75
80 80
65 65
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/1615+00.0000
15+25.0000
15+50.0000
X-4BP6.R001
-L-
2.5 5
SHEET 8 OF 12
PERMIT DRAWING
73.30
4:1 0.0250.025
4:173.34
5
:15:1
0.0250.025
73.52
5
:15:1
0.0250.025
70 70
75 75
80 80
65 65
65 65
70 70
75 75
80 80
60 60
65 65
70 70
75 75
80 80
60 60
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/1615+75.0000
16+00.0000
16+25.0000
X-5BP6.R001
-L-
2.5 5
SHEET 9 OF 12
PERMIT DRAWING
73.83
4:1 0.0250.025
2:1
70.06
4
:1
74.13
4
:1
4:1 0.0250.025
2:1
70.81
74.63
4
:1
4:1 0.0250.024
2:1
71.56
70 70
75 75
80 80
65 65
75 75
80 80
85 85
70 70
75 75
80 80
85 85
70 70
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/1616+50.0000
16+60.0000
16+75.0000
X-6BP6.R001
-L-
2.5 5
SHEET 10 OF 12
PERMIT DRAWING
75.14 4:14:1 0.0260.014
72.31
75.35
END PROJECT BP6.R001 -L- STA. 16+60.00
4
:1
4:1 0.0300.010
75.68
75 75
80 80
85 85
70 70
75 75
80 80
85 85
70 70
75 75
80 80
85 85
70 70
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/1617+00.0000
17+25.0000
X-7BP6.R001
-L-
2.5 5
SHEET 11 OF 12
PERMIT DRAWING
76.27
76.85
75 75
80 80
85 85
70 70
75 75
80 80
85 85
70 70
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Bank
No.(From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Stabilization
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -L- 15+25.78 to
15+52.65 RT
CHANNEL AND BANK
STABILIZATION <0.01 18 10
2 -L- 15+29.57 to
15+62.78 LT
CHANNEL AND BANK
STABILIZATION <0.01 14 10
3 -L- 14+92.25 to
15+05.17 RT
CLEARING TO EASMENT
BOUNDARY <0.01
TOTALS*: <0.01 <0.01 32 20
*Rounded totals are sum of actual impacts
NOTES:
SHEET 12 OF 12
Site 1 = 369 SQ FT
Site 2 = 376 SQ FT
Site 3 = 7 SQ FT
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
COLUMBUS COUNTY - NC 303 BRIDGE PIPE
WBS # BP6.R001
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
3/9/2022