20210951 Ver 1_BP4.R003_Permit Drawings_158_20210513

(Version 2.04; Released November 2015)TIP No.:BP4.R003County(ies):Wilson Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year:2021Existing: Year:Aquatic T&E Species?NoComments:No N/AN/AN/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.2 lane road with 10' travel lanes and no paved shoulders with total crossing length of 35 [e-mail] Project 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 BodyNeuseBuffer Rules in Effect:Turner SwampNone2002 lane road with 10' travel lanes and no paved shoulders with total crossing length of 45 feet. Waterbody Information2012NCDWR Stream Index No.:Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Project BP4.R003 involves the replacement of the bridge on SR 1632 (Pelt Rd) over Turner Swamp. The proposed bridge will maintain the existing level of service. Wetland areas are present in all four quadrants. The roadway grade and fill slopes were set to minimize the fill in the wetland areas. Additionally, erosion control devices have been placed to minimize impacts to the wetland areas. In the northeast quadrant, there is a wetland area in the ditch at the toe of the existing embankment. Due to the proposed superelevation and shoulders, a portion of the ditch is being filled over. Toe protection is proposed in this area rather than a new ditch to minimize wetland impacts. A portion of existing bridge abutments is below OHW. To remove and install the new bridge, impervious dikes will be used. Streambank stabilization is being proposed to protect the bridge abutments.Summit Design and Engineering ServicesNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT Hydraulics UnitAddress:General Project InformationBP4.R003WBS Element:OtherWBS Element:Jason Patskoski, PhD, P.E.NCDOT Contact:(919) 707-67111110 Navaho Drive, Suite 600Raleigh, NC 27609Contractor / Designer:(919) [e-mail]:2/12/2021WilsonStantonsburgWilliam Cail, PE1020 Birch Ridge DriveRiver Basin(s): City/Town:0.3Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoRural area with wooded and agricultural surrounding land.Turner Swamp27-86-9.50.20.8 milesProject DescriptionProposed ProjectNeuseNoneSupplemental Classification: Swamp Waters (Sw) Nutrient Sensitive Waters (NSW)Wetlands within Project Limits?
SHEET 1 OF 6
PERMIT DRAWING
WETLAND AND SURFACE WATER IMPACTS PERMIT
SE = 06
DS = 60 MPH
-L-
T
V
=
=
=
=MPH
ADT
ADT
% *

FUNC CLASS =
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
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:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
12-FEB-2021 09:26970158_Hyd_permit_tsh.dgnfaith.jahnkeCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAVICINITY MAP
Prepared in the Office of:
FIRM NO. P-0339
NCDOT CONTACT:
LENGTH STRUCTURES PROJECT = 0.009 MILES
LENGTH ROADWAY PROJECT = 0.071 MILES
TOTAL LENGTH PROJECT = 0.080 MILES
50 25 50 100
100502550
10 5 10 20
WILSON COUNTY
BRIDGE NO. 970158 ON SR 1632 (PELT RD.)
OVER TURNER SWAMP
2012
60
SUB REGIONAL TIER
FAITH E. JAHNKE, PE
JEFFREY MUHLBAUER, PE
2021
* TTST =3%DUAL 3%
DECEMBER 18, 2020
JULY 13, 2021
200 vpd
400 vpd
111
222
Church
St. James
WAYNE COUNTY
See Sheet 1C-1 For Survey Control Sheet
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
(CARTER RD.)
TO SR 1505
END PROJECT
-L- STA. 15+52.66
-L- STA. 15+05.34
BEGIN PROJECT
-L- STA. 13+00.00
-L- STA. 17+25.00
END BRIDGE
BEGIN BRIDGE
6
4
ROW PLANS
DETOUR ROUTE
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
SR 1632-L-
PELT RD
GRADING, DRAINAGE, PAVING, AND STRUCTURE.
NA PE
RUSSELL BROADWELL, PE
PROJECT MANAGER, DIVISION 4
LOCAL RURAL
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
SITE
PROJECT TurnerWILSON COUNTY
111
222
111
222
www.summitde.net
Fax: [phone]
Voice: [phone]
Hillsborough, NC 27278-8551
320 Executive Ct.
-L- STA. 14+94.50
BEGIN APPROACH SLAB
-L- STA. 15+63.50
END APPROACH SLAB
BP4.R003
BP4.R003BP4.R003.1
BP4.R003.2 NA
BP4.R003.3 NA
ROW & UTILITIES
CONST
TO

N
C 222/111TURNER SWAMP
Culvert
Tentea
School
Stantonsburg
Stantonburg
Pop. 730
Contentnea
Creek
Black
Creek
Contentnea
Creek
Swamp
IvySwampTu rn e r SwampSwampNAD 83/ 2011St.James1631
Chur
chRd.Pelt
1632
1632
Rd.PeltRd
.
Jaycross
1629
1632
1
6
2
8
1694
Rd.Woodbridge
Rd.Rd.Bogue1512
1512
1514
1513Rd.Hill
Red1513
1505
1519
Mill Rd.Davis
RedHillRd.1516
Old
Mill
Rd.
Ground
Natural
Geotextile
CL II RIP RAP
TO ELEV. 66.6'
CL II RIP RAP
TO ELEV. 66.6'
CL II RIP RAP
TO ELEV. 66.6'
CL II RIP RAP
TO ELEV. 66.6'
DATE: 07/10/2019
WSEL = 63.6 FT
CL II RIP RAP
1.5:1
EST. 24 CY
ELEV. 63.8'
EXCAVATE TO
STABILIZE STREAMBANK TO ELEV. 61.0'
EST. 17 CY
ELEV. 63.6'
EXCAVATE TO
CL II RIP RAP1.5:1
STABILIZE STREAMBANK TO ELEV. 61.0'
TEMP STREAM IMPACTS
TEMP STREAM IMPACTS
HAND CLEARING
HAND CLEARING
HAND CLEARING
HAND CLEARING
SHEET 2 OF 6
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 1
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11 12 13 14 15 16 17 18 19 20
30
40
50
60
80
70
30
40
50
60
80
70
90
100
110 110
100
90
EL 65.57'
-L- STA 16+01.76, 60.14' RT
-BL- STA 11+00.28, 59.25' RT
BM #2: R/R SPIKE IN 9" MAPLE
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4
R/W SHEET NO.8/17/9912-FEB-2021 09:26970158_Hyd_prm_wet_psh_2.dgnfaith.jahnkeBRIDGE NO. 970158
EL 83.30
-BL- STA 5+00.00, 19.01' LT
BM #1: R/R SPIKE IN 10" OAK
-L- SR 1632 (PELT RD.)
Office of:
Prepared in the
NC FIRM LICENSE No: P-0339
[phone] - [phone] (FAX)
Hillsborough, NC 27278
320 Executive Ct.
BP4.R003
-L- STA. 14+94.50
-L- STA. 15+05.34
BEGIN BRIDGE
-L- STA. 15+52.66
END BRIDGE
-L- STA. 15+63.50
END APP SLABBEGIN APP SLAB
BRIDGE SKETCH (NOT TO SCALE)30'-10"10'10'PI Sta 15+81.11
D
L = 180.44'
T = 90.24'
R = 3,390.00'
PI Sta 18+02.38
D
L = 261.30'
T = 131.07'
R = 1,338.20'
PI Sta 20+02.72
D
L = 140.21'
T = 70.11'
R = 3,691.03'101520-L- PCC Sta. 16+71.31
-L- PCC Sta. 19+32.61
-L- PC Sta. 14+90.87
-L- PT Sta. 20+72.82
-L- POT Sta. 10+00.00
BEGIN PROJECT
END PROJECT
-L- STA 17+25.00
-L- STA 13+00.00
-L-
SE = 04 SE = 06
DS = 60 MPH DS = 60 MPH
-L-
TYP
INC
27'+50.008:1
8:1
8
:1
8
:120'20'TYP
INC
27'+70.00+08.10+45.90+71.50+08.80+14.2016'
R=10'
1
1
1
F
F
F
F
F F
F
F
F
F
F
F
F
F F
F
24" CMP
18" RCP BEAVER DAMNFLOODED TIMBER
TURNER SWAMP
TURNER SWAMP
OVERGROWTH/WOODED
WOODED
WOODED
BRUSH
SOIL PATH
GUY
GUY
PER GIS
PER GI
S60.00'E
X
IS
T
IN
G

R
/W
E
X
IS
T
IN
G

R
/W60.00'EXISTING R/W
EXISTING R/W
BL-101 BL-102
970158-1RR SPIKE IN BASE OF 10" OAK
BL STATION 5+00.00
N 674655 E 2334883
ELEVATION = 83.30
BM1
RR SPIKE IN BASE OF 9" MAPLE
BL STATION 11+00.00 59 RIGHT
N 674920 E 2335487
ELEVATION = 65.57
BM2
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
DB 249 PG 217
T
O
N
C 222TO SR 1505
CULTIVATED FIELD
CULTIVATED FIELDNC GRI
DNAD
8
3 NA
2
0
11
GRASS
FLOODED TIMBER
FLOODED OVERGROWTH
OVERGROWTH/BRUSH
FLOODED
WOODED
WOODED
OVERGROWTH/BRUSH
Wilson County , 6 ", PVC
W
i
l
son
C
ount
y
, 6 ",
P
V
C
SR 1632 - PELT RD 19' BST
SR
1632
- PELT
RD
19
' BST
BM2
MCF
Fill Slope3:1 or Flatter
63 SY Geotextile
Type of Liner=30 TONS Class B Rip-Rap
( Not to Scale)
TOE PROTECTION
d
DETAIL 4-1
FROM STA. 15+59 TO STA. 16+50 -L- LT
d= 2.0 Ft.
EL = 70.35'
-L- STA 13+00.00
BEGIN GRADE
(-)1.6245%
EXISTING GRADE
EL = 67.73'
-L- STA 17+25.00
BEGIN GRADE
(-)0.4924%
EXISTING GRADE
PI = 13+50.00
EL = 69.78'
(-)1.1400%(-)0.3360%
VC = 100'
K = 124
PI = 16+00.00
EL = 68.94'
(-)0.3360%(-)0.9680%
VC = 100'
K = 158DS = 55 MPH
DS = 60 MPH
EL. = 69.25'
-L- STA. 15+05.34
BEGIN BRIDGE
EL. = 69.10'
-L- STA. 15+52.66
END BRIDGE
1
1
1
24" CMP
18" RCP BEAVER DAMNFLOODED TIMBER
TURNER SWAMP
TURNER SWAMP
OVERGROWTH/WOODED
WOODED
WOODED
BRUSH
SOIL PATH
=66.59'
SEAT
SEAT=66.59'
SEAT=66.55'SEAT=66.61'
GUY
GUY
PER GIS
PER GI
S60.00'E
X
IS
T
IN
G

R
/W
E
X
IS
T
IN
G

R
/W60.00'EXISTING R/W
EXISTING R/W
BL-101 BL-102
970158-1RR SPIKE IN BASE OF 10" OAK
BL STATION 5+00.00
N 674655 E 2334883
ELEVATION = 83.30
BM1
RR SPIKE IN BASE OF 9" MAPLE
BL STATION 11+00.00 59 RIGHT
N 674920 E 2335487
ELEVATION = 65.57
BM2
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
DB 249 PG 217
T
O
N
C 222TO SR 1505
CULTIVATED FIELD
CULTIVATED FIELD
WOOD WW/HW
WOOD WW/HW NC GRI
DNAD
8
3 NA
2
0
11
GRASS
FLOODED TIMBER
FLOODED OVERGROWTH
OVERGROWTH/BRUSH
FLOODED
WOODED
WOODED
OVERGROWTH/BRUSH
Wilson County , 6 ", PVC
W
i
l
son
C
ount
y
, 6 ",
P
V
C
SR 1632 - PELT RD 19' BST
SR
1632
- PELT
RD
19
' BST
BM2
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
=
=
=
=
=
=
=
=
=
=
FT=
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY
540
25
65.7
830
100
66.5
1200
500
67.3
63.6
07/10/2019
CONCRETE FLUME DETAIL
SEE SHEET 2C-1 FOR MODIFIED
Ground
Natural
Geotextile
CL II RIP RAP
TO ELEV. 66.6'
CL II RIP RAP
TO ELEV. 66.6'
CL II RIP RAP
TO ELEV. 66.6'
CL II RIP RAP
TO ELEV. 66.6'
DATE: 07/10/2019
WSEL = 63.6 FT
CL II RIP RAP
1.5:1
EST. 24 CY
ELEV. 63.8'
EXCAVATE TO
STABILIZE STREAMBANK TO ELEV. 61.0'
EST. 17 CY
ELEV. 63.6'
EXCAVATE TO
CL II RIP RAP1.5:1
STABILIZE STREAMBANK TO ELEV. 61.0'
TEMP STREAM IMPACTS
TEMP STREAM IMPACTS
HAND CLEARING
HAND CLEARING
HAND CLEARING
HAND CLEARING 565657575858585
9
59
595959596060606060606061
6161616
1
616161
6161616161
61
6
1 62626
2
62
626262626262626262
6
26262626262626262
6
2
62
6
26262
62636363636363636363
63636363636363
63
63
63
6363 636
36363
63
63636363
636
4
6
4
646464
6464
6464
6464646464646464646464646464 6464646464
64
6
4
64
6
4
64646
4
6
4
64646
4
64
646
464
646464
646
4
64646
4
64656565
6565656565
65656565
656565656
56565
65
65
6
5 656565656565656565
65
65
65
6
565
656565
6
565
656565666666
666666666666
66 66 66666666666666
6 6
66
66
66
6
6 6666
66
66
66666666666666666666
6666666666666667
67676767676767
6767676767
67
67
67
6
76767676767
676767
67676767676767
686868
68
68686868686868686868
6
8
68 6868686
8
6
8
6
8
68
68686869 696969
696969696969696969
7070
70 7070707070707070
70
7 1 717171717171717171
727272727272727272737373737373737373
74747474747474757575757575
7676767676767677777777777777
7878787878787
8
797979797979808080808080
8181818181
828282828383838383838
3
84848484848 484
858585858585868686868787
878787 88SHEET 3 OF 6
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
4
SITE 1
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
1
1
1
24" CMP
18" RCP BEAVER DAMNFLOODED TIMBER
TURNER SWAMP
TURNER SWAMP
OVERGROWTH/WOODED
WOODED
WOODED
BRUSH
SOIL PATH
=66.59'
SEAT
SEAT=66.59'
SEAT=66.55'SEAT=66.61'
GUY
GUY
PER GIS
PER GI
S60.00'E
X
IS
T
IN
G

R
/W
E
X
IS
T
IN
G

R
/W60.00'EXISTING R/W
EXISTING R/W
BL-101 BL-102
970158-1RR SPIKE IN BASE OF 10" OAK
BL STATION 5+00.00
N 674655 E 2334883
ELEVATION = 83.30
BM1
RR SPIKE IN BASE OF 9" MAPLE
BL STATION 11+00.00 59 RIGHT
N 674920 E 2335487
ELEVATION = 65.57
BM2
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
DB 249 PG 217
T
O
N
C 222TO SR 1505
CULTIVATED FIELD
CULTIVATED FIELD
BRIDGE 158
WOOD WW/HW
WOOD WW/HW NC GRI
DNAD
8
3 NA
2
0
11
GRASS
FLOODED TIMBER
FLOODED OVERGROWTH
OVERGROWTH/BRUSH
FLOODED
WOODED
WOODED
OVERGROWTH/BRUSH
Wilson County , 6 ", PVC
W
i
l
son
C
ount
y
, 6 ",
P
V
C
SR 1632 - PELT RD 19' BST
SR
1632
- PELT
RD
19
' BST
BM2
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11 12 13 14 15 16 17 18 19 20
30
40
50
60
80
70
30
40
50
60
80
70
90
100
110 110
100
90
EL 65.57'
-L- STA 16+01.76, 60.14' RT
-BL- STA 11+00.28, 59.25' RT
BM #2: R/R SPIKE IN 9" MAPLE
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4
R/W SHEET NO.8/17/9912-FEB-2021 09:26970158_Hyd_prm_wet_psh_3.dgnfaith.jahnkeBRIDGE NO. 970158
EL 83.30
-BL- STA 5+00.00, 19.01' LT
BM #1: R/R SPIKE IN 10" OAK
-L- SR 1632 (PELT RD.)
Office of:
Prepared in the
NC FIRM LICENSE No: P-0339
[phone] - [phone] (FAX)
Hillsborough, NC 27278
320 Executive Ct.
BP4.R003
-L- STA. 14+94.50
-L- STA. 15+05.34
BEGIN BRIDGE
-L- STA. 15+52.66
END BRIDGE
-L- STA. 15+63.50
END APP SLABBEGIN APP SLAB
BRIDGE SKETCH (NOT TO SCALE)30'-10"10'10'PI Sta 15+81.11
D
L = 180.44'
T = 90.24'
R = 3,390.00'
PI Sta 18+02.38
D
L = 261.30'
T = 131.07'
R = 1,338.20'
PI Sta 20+02.72
D
L = 140.21'
T = 70.11'
R = 3,691.03'101520-L- PCC Sta. 16+71.31
-L- PCC Sta. 19+32.61
-L- PC Sta. 14+90.87
-L- PT Sta. 20+72.82
-L- POT Sta. 10+00.00
BEGIN PROJECT
END PROJECT
-L- STA 17+25.00
-L- STA 13+00.00
-L-
SE = 04 SE = 06
DS = 60 MPH DS = 60 MPH
-L-
TYP
INC
27'+50.008:1
8:1
8
:1
8
:120'20'TYP
INC
27'+70.00+08.10+45.90+71.50+08.80+14.2016'
R=10'
1
1
1
F
F
F
F
F F
F
F
F
F
F
F
F
F F
F
24" CMP
18" RCP BEAVER DAMNFLOODED TIMBER
TURNER SWAMP
TURNER SWAMP
OVERGROWTH/WOODED
WOODED
WOODED
BRUSH
SOIL PATH
GUY
GUY
PER GIS
PER GI
S60.00'E
X
IS
T
IN
G

R
/W
E
X
IS
T
IN
G

R
/W60.00'EXISTING R/W
EXISTING R/W
BL-101 BL-102
970158-1RR SPIKE IN BASE OF 10" OAK
BL STATION 5+00.00
N 674655 E 2334883
ELEVATION = 83.30
BM1
RR SPIKE IN BASE OF 9" MAPLE
BL STATION 11+00.00 59 RIGHT
N 674920 E 2335487
ELEVATION = 65.57
BM2
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
NO DEED FOUND
MARY SPEIGHT GLOVER (HEIRS)
DB 249 PG 217
T
O
N
C 222TO SR 1505
CULTIVATED FIELD
CULTIVATED FIELDNC GRI
DNAD
8
3 NA
2
0
11
GRASS
FLOODED TIMBER
FLOODED OVERGROWTH
OVERGROWTH/BRUSH
FLOODED
WOODED
WOODED
OVERGROWTH/BRUSH
Wilson County , 6 ", PVC
W
i
l
son
C
ount
y
, 6 ",
P
V
C
SR 1632 - PELT RD 19' BST
SR
1632
- PELT
RD
19
' BST
BM2
MCF
Fill Slope3:1 or Flatter
63 SY Geotextile
Type of Liner=30 TONS Class B Rip-Rap
( Not to Scale)
TOE PROTECTION
d
DETAIL 4-1
FROM STA. 15+59 TO STA. 16+50 -L- LT
d= 2.0 Ft.
EL = 70.35'
-L- STA 13+00.00
BEGIN GRADE
(-)1.6245%
EXISTING GRADE
EL = 67.73'
-L- STA 17+25.00
BEGIN GRADE
(-)0.4924%
EXISTING GRADE
PI = 13+50.00
EL = 69.78'
(-)1.1400%(-)0.3360%
VC = 100'
K = 124
PI = 16+00.00
EL = 68.94'
(-)0.3360%(-)0.9680%
VC = 100'
K = 158DS = 55 MPH
DS = 60 MPH
EL. = 69.25'
-L- STA. 15+05.34
BEGIN BRIDGE
EL. = 69.10'
-L- STA. 15+52.66
END BRIDGE
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
=
=
=
=
=
=
=
=
=
=
FT=
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY
540
25
65.7
830
100
66.5
1200
500
67.3
63.6
07/10/2019
CONCRETE FLUME DETAIL
SEE SHEET 2C-1 FOR MODIFIED
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
65 65
70 70
60 6013+75.00
65 65
70 70
60 60
14+00.00
65 65
70 70
60 60
14+25.00
65 65
70 70
60 60
14+50.00
65 65
70 70
60 60
14+75.00
X-2
-L-
2.5 5Office of:
Prepared in the NC FIRM LICENSE No: P-0339
[phone] (FAX)
[phone]
Hillsborough, NC 27278
320 Executive Ct.12-FEB-2021 09:26970158_Hyd_prm_xpl.dgnfaith.jahnkePROJ. REFERENCE NO.SHEET NO.0
BP4.R003
SHEET 4 OF 6
PERMIT DRAWING
WETLANDWETLANDWETLANDWETLANDWETLANDWETLANDWETLANDWETLANDWETLAND3:13:1 0.0250.011
69.32 3:13:1
0.0250.001
69.02
0.0250.008
3:1
3:168.73
0.0250.017
3:1
3:168.49
0.0260.026
3:13:1
68.29
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
65 65
70 70
60 60
16+00.00
65 65
70 70
60 60
16+25.00
65 65
70 70
60 60
16+50.00
65 65
70 70
60 60
16+75.00
65 65
70 70
60 60
17+00.00
65 65
70 70
60 60
17+25.00
X-4
-L-
2.5 5Office of:
Prepared in the NC FIRM LICENSE No: P-0339
[phone] (FAX)
[phone]
Hillsborough, NC 27278
320 Executive Ct.12-FEB-2021 09:27970158_Hyd_prm_xpl.dgnfaith.jahnkePROJ. REFERENCE NO.SHEET NO.0
BP4.R003
SHEET 5 OF 6
PERMIT DRAWING
WETLANDWETLANDWETLANDWETLANDWETLANDWETLANDWETLANDWETLANDWETLANDWETLAND3:10.0400.040 68.253:1
67.98
0.0400.040 68.073:1 3:167.96
0.0400.040
2.75:1
3:167.88
3:1 0.0400.040
3:167.84
3:1 0.0400.040
3:167.84
HandExisting 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 12+15 TO 14+89 -L- LT Right-of-Way < 0.01 0.03 1 14+10 TO 15+20 -L- RT Temp Construction Easement 0.01 < 0.01 1 14+79 TO 15+12 -L- RT Roadway Fill Slopes < 0.01 1 15+11 To 15+46 -L- Streambank Stabalization 0.02 75 1 15+11 TO 15+46 -L- Impervious Dikes 0.01 90 1 15+28 TO 16+75 -L- LT Right-of-Way 0.03 0.04 1 15+39 TO 16+42 -L- LT Roadway Fill Slopes 0.01 1 15+63 TO 17+15 -L- RT Temp Construction Easement 0.03 < 0.01 1 16+29 TO 17+10 -L- RT Roadway Fill Slopes < 0.01 TOTALS*: 0.02 0.07 0.08 0.02 0.01 75 90 0*Rounded totals are sum of actual impactsNOTES:Revised 2013 10 24SHEET 6OF 6Permanent SW Impacts total: 726 sfThe total length of temporary impacts is 90 LF, but 75 LF is adjacent to the permanent streambank stabilization impact. WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSWILSON COUNTYBP4.R003BRIDGE REPLACEMENTNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS2021 02 12