20180708 Ver 1_401 Application_20180523

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER JAMES H. TROGDON, III
GOVERNOR SECRETARY

Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968

Website: www.ncdot.gov
Location:
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647

May 22, 2018

Brad Shaver, NCDOT Coordinator Joanne Steenhuis, NCDOT Coordinator
Wilmington Regulatory Field Office NC Department of Environmental Quality
US Army Corps of Engineers Division of Water Resources
69 Darlington Avenue 127 Cardinal Drive Ext.
Wilmington, NC 28403 Wilmington, NC 28405

Subject: Courtesy Notification for Section 404 Nationwide Permits 3 & 13 and Section 401
General Certifications 4132 & 4134 for proposed replacement of Bridge No. 18 over
Crane Creek on SR 11004 (Edmond Matthis Rd.) in Sampson County. WBS No.
38583.1.1, TIP No. B-4813

Dear Mr. Shaver and Ms. Steenhuis:

The North Carolina Department of Transportation (NCDOT) is proposing to replace Bridge No. 8
over Crane Creek on SR 11004 (Edmond Matthis Rd.) in Sampson County. The existing 4 span -
69 ft. bridge will be replaced with 2 span - 105 ft. bridge.

A preliminary jurisdictional determination (PJD) was acquired on this project on July 3, 2017 and
the project was assigned Action Id No. SAW-2015-01089. Impacts associated with the project
include 0.06 acres or permanent wetland impacts for fill, excavation and mechanized clearing and
41 lf of bank stabilization at End Bent 2. Hydraulics’ ran velocity calculation along this bank,
which was on the outside of a bend, and velocities were greater than 2 ft. /sec. The attached permit
drawing provide more details on the proposed impacts.

Regulatory Approvals

Section 404 Permit: NCDOT is proposing to construct this project under the conditions of
Nationwide 3 & 13. Based on the current design and impacts, notification requirements are not
applicable for this project and written approval from the USACE is not required. NCDOT will
abide by all conditions listed in NW 3 & 13, and will include a copy of the certification in the
permit package and/or contract.

Section 401 Permit: The associated 401 General Certification 4132 and 4134 will also apply to this
project. Notification thresholds or circumstances for these certifications are not applicable to this
project therefore written concurrence from the Division of Water Resources (DWR) is not required.
NCDOT will abide by all conditions listed in GC 4132 and 4134, and will include a copy of the
certification in the permit package and/or contract.

If you have any questions or need additional information, please feel free to contact me.

Sincerely,

Mason Herndon
NCDOT Division 3
Environmental Program Supervisor

ec: Kristi Lynn Carpenter, Division of Water Resources

Enclosures

(Version 2.02; Released April 2015)TIP No.:B-4813County(ies):Sampson Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future:Year:2040Existing:Year:Aquatic T&E Species?Comments:YesNoNoWetlands within Project Limits?Swamp Waters (Sw) Supplemental Classification: RuralCrane Creek18-68-2-120.40.156 MilesProject DescriptionProposed ProjectCape FearRiver Basin(s): City/Town:0.4Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)[e-mail], NC 27699-1590Address:12/4/2017SampsonClintonJon Moore, PE1590 Mail Service CenterWBS Element:Bridge ReplacementWBS Element:Sungate Design GroupNCDOT Contact:[phone]Raleigh, NC 27606Contractor / Designer:(919) 859-2243905 Jones Franklin RoadNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Hydraulics UnitAddress:General Project InformationB-4813Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Project Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water BodyN/ABuffer Rules in Effect:1300B-4813 is a bridge replacement project that involves removing Sampson County bridge #18, on SR 1004 (Edmond Mathis Rd.) over Crane Creek, and replacing with a 1@35' 21" cored slab, 1@70' 24" cored slab bridge with 4'-0" end bent caps. The existing bridge is 1@17.5', 3@17.0' steel I-beam wtih concrete deck and timber vertical abutments on timber piles with steel I-beam crutch bents. Deck Drains on the proposed structure will not be discharged over open water, reducing stream pullution associated with roadway runoff. The runoff from the deck drains will be discharged onto a class B rip rap dissipator pad. Additional measures implemented to reduce impacts to the stream and surrounding properties include, maintaining existing drainge patterns, using special lateral 'V' ditches. Further, rip rap is used at drainage outlets to dissipate energy and reduce erosion.NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SitePaved 11' lanes with 4' grassed shoulder section (7' shoulder section with guardrail) and variable slopes roadside ditches.Waterbody Information2015NCDWR Stream Index No.:ac.Paved 10' lanes with variable width grassed shoulder and roadside [e-mail] Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/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)
WETLAND AND SURFACE WATER IMPACTS PERMIT
TOTAL LENGTH OF TIP PROJECT B-4813 = 0.156 MI.
LENGTH OF STRUCTURE TIP PROJECT B-4813 = 0.020 MI.
LENGTH OF ROADWAY TIP PROJECT B-4813 = 0.136 MI.
J. MATTHEW PICKENS, PE
DAVID L. WILVER, PE
SAMPSON COUNTY
BRIDGE NO. 18 ON SR 1004 (EDMOND MATTHIS ROAD)
OVER CRANE CREEK

GRADING, PAVING, DRAINAGE AND STRUCTURE

25 50 10050
25 50 10050
5 10 20 10
D
T
V
=
=
=
=
=
=
1300
1700
10
60
60
%
%
MPH
ADT
ADT
2015
2040
% *

* TTST =8
FUNC CLASS =
MINOR COLLECTOR
SUBREGIONAL TIER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
0
0
0
PROFILE (HORIZONTAL)

38583.1.FD P.E.

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
LOCATION:
TYPE OF WORK:09/08/99B-4813 DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
3/20/2018B4813_Hyd_prm_wet_psh_01.dgnjharveyCONTRACT:TIP PROJECT:B-4813 ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAof Transportation in the office of:
Prepared for the North Carolina Department
See Sheet 1C For Survey Control Sheet
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
-L- POC STA. 27+00.00
END TIP PROJECT B-4813
-L- POC STA. 18+75.00
BEGIN TIP PROJECT B-4813
(SR 1141)
TO OZZIE RD TO US 421
VICINITY MAP
DENOTES OFF-SITE DETOUR
4
PLANS PREPARED BY :
FOR NORTH CAROLINA DEPT. OF TRANSPORTATION
NC LICENSE NO. F-0246
Bus: 919-854-1345 Fax: [phone]
Raleigh NC 27606
5540 Centerview Drive, Suite 217
-L- POT STA. 23+32.40
BEGIN BRIDGE
-L- POT STA. 24+37.40
END BRIDGE
FEBRUARY 16, 2018
AUGUST 15, 2019
421
B-4813
PROJECTOzzieRd.
Edmond Matthis Rd.
Moores
Bridge
Rd.HayesChapel
Rd.QuewhiffleRd.
SAMPSON COUNTY QuewhiffleRd.EzzellRd.Burruss Rd.
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDRIES.
DUAL =10
18
1130
1139
1141
1004
1140
1960
1140
1128
2018 STANDARD SPECIFICATIONS
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III.
905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone]
ENG FIRM LICENSE NO. C-890
SUNGATE DESIGN GROUP, P.A.NAD 83/ NA 2011
0 50'25'50'
SCALE: 1"=100'
100'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
20
30
40
50
60
70
80
SBG - SHOULDER BERM GUTTER
FDPS - FULL DEPTH PAVED SHOULDER NOT TO SCALE
-L- STA. 23+20.31
BEGIN APPR. SLAB
-L- STA. 23+31.31
BEGIN BRIDGE
-L- STA. 24+49.69
END APPR. SLAB
-L- STA. 24+38.69
END BRIDGE
11'11'-L-
BRIDGE/ROADWAY RELATIONSHIP PC Sta. 25+61.89TYPE III
11'11'TYPE IIITYPE III
TYPE III
.02511'11'905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
ENG FIRM LICENSE NO. C-890
SUNGATE DESIGN GROUP, P.A.
PLANS PREPARED BY :
FOR NORTH CAROLINA DEPT. OF TRANSPORTATION
NC LICENSE NO. F-0246
RALEIGH, NORTH CAROLINA, [phone]
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NAD 83/ 2011GREU, TL-3
GREU, TL-3GREU, TL-3
GREU, TL-3 4'-5"4'-5"30'-10"20
30
40
50
60
70
80
20
30
40
50
60
70
80
17 18 19 20 21 22 23 24 25 26 27 28 29
90
100
90
10025SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4B-4813
R/W SHEET NO.8/17/995/22/2018B4813_Hyd_prm_wet_psh_04.dgnjharvey8:1
8:1 8:1
8:1
FDPS4'-5"FDPS4'-5"FDPS4'-5"FDPS4'-5"SBG
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 1
SITE 2
SITE 4
SITE 3
TC
MARKER
FO
MARKER
FO
48" WD
15" RCP
INV=65.74'INV=65.48'
#18
CONC BRIDGESR 1004 EDMOND MATHIS RD 22' BST
WOODS WOODS
WOODS WOODS
WOODS
WOODS
WOODS
WOODS
1SFD GRGR
3 SPLIT RAIL48" WDW
C
R
ANE CR
E
E
KN 05°54'10" E205.06'N 32°07'53" E161.04'S 05°55'10" W143.19'N 11°20'33" E199.49'S 75°52'59" E180.55'N 11°18'41" E60.02'S 05°55'10" W60.00'20' ROW EASEMENTN 13°12'28" W57.66'N
6
3°
0
3'
17" W5
5.
3
6'S 47°40'49" W
88.83'
S 82°02'24" W
39.59'
N 51°30'23" W42.25'S 13°24'01" E36.82'S 02°10'29" E56.62'S 06°48'45" E97.81'N 72°41'06" W1
74.93'
N 34°39'43" W105.77'N
2
6
°
3
2'
5
2
" W7
5.
5
8'
EXISTING R/W
EXISTING R/W
60.00'EXISTING R/W
PROPERTY LINE
C/L CREEK IS
1
TAYLOR'S BRIDGE COMPANY, LLC
1
3
CHRISTOPHER H & BRENDA H MITCHELL
2
JONSIE P & MICHAEL K HOUSEMAN
PROPERTY LINE
C/L CREEK IS
4
LENA D M SATORSKY
5
CHRISTINE E MATTHIS
TAYLOR'S BRIDGE COMPANY, LLC
EIP
EIP EIP
EIP
EIP
EIP CRANE CREEK6
0.
0
0'
25' BSTSR 1004 EDMOND MATHIS RD 2025NOTE: ALL DRIVEWAY RADII ARE 10'
-L-
PROPOSED GRADE
EXISTING GROUND
EL. 65.98'
Sta. 18+75.00
BEGIN GRADE
EL. 60.66'
Sta. 27+00.00
END GRADE
BEGIN BRIDGEEND BRIDGEDS = 60 MPH
DS = 60 MPHSta. 23+12.00Sta. 24+29.00PI = 21+05.00
EL = 60.87'
(-)2.2200%
VC = 235'
K = 137
PI = 25+40.00
EL = 58.70'
(-)0.5000%(+)1.2300%
VC = 240'
K = 139
R/R SPIKE SET IN BASE OF 20" OAK
60.25' RIGHT
-L- STATION 24+27.79
N = 402683.73 E = 2218895.93
BM #2 ELEVATION = 56.15'2518"EST. 10 SY
EST. 3 TONS
CL 'B' RIP RAP
SEE DETAIL 1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 1
SPECIAL LATERAL 'V' DITCH
TO STA. 24+64 -L- LT
FROM END APP. SLAB
SHOULDER BERM GUTTER
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 25+32 TO STA. 25+60 -L- RT
DETAIL 3
Grade
Ditch
1.0'
GEOTEXTILE
Type of Liner= CL 'B' Rip-Rap
10'min.
1.0'min.
SHOULDER POINT
CL II RIP RAP TO
SHOULDER POINT
CL II RIP RAP TO SEE DETAIL 3
EST. 18 SY GF
EST. 8 TON
RIP RAP AT EMBANKMENT
SEE DETAIL 2
DISSIPATOR PAD
DECK DRAIN
EST. 110 SY GF
EST. 104 TONS
BANK STABILIZATION
CL II RIP RAP
15"
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM STA. 25+50 TO STA. 27+00 -L- RT
FROM STA. 21+00 TO STA. 22+65 -L- LT
FROM STA. 18+75 TO STA. 22+65 -L- RT
Min. D=1.0 Ft.
DETAIL 1
Ground
Natural 3:1 or Flatter Slope
Fill
FROM STA. 23+39 TO STA. 23+60 -L- LT
DETAIL 2
GEOTEXTILE
GROUND
PLAN VIEW
PROFILE VIEW
DECK DRAIN DISSIPATOR PAD
*NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS
Geotextile= 10 SY
Type of Liner= 4.2 TONS CL B RIP-RAP
L= 21.0 FT.
PAD
DISSIPATOR
( Not to Scale)
1.0'
L
4.0'
DIKE
IMPERVIOUS
D=49.8
WS ON 10-18-17
EST. 185 CY
ABUTMENT AT 2:1 TO EL.=53.0'
EXCAVATE FROM EXISTING
1.5:1
CLASS II RIP RAP
1.5:1
CLASS II RIP RAP
EST. 6 CY
EXISTING ABUTMENT
EXCAVATE FILL FROM
ABUTMENT
REMOVE EXISTING
ABUTMENT
REMOVE EXISTING
TO BE REMOVED
EXISTING BRIDGE
LOWEST STEEL
LOWEST SIDE
3.5'
MIN.
2:1
CLASS II RIP RAP
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
= 2180
= 50
= 58.5
= 2960
= 100
= 59.6
= 2800
= 100-
= 59.4
@ STA 24+89.4 -L-
= 10-18-2017
= 49.8
F
F
C
C
C C
F
F F
F F
F
F
F
C
CF
C C
0 50'25'50'
SCALE: 1"=100'
100'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
20
30
40
50
60
70
80
SBG - SHOULDER BERM GUTTER
FDPS - FULL DEPTH PAVED SHOULDER NOT TO SCALE
-L- STA. 23+20.31
BEGIN APPR. SLAB
-L- STA. 23+31.31
BEGIN BRIDGE
-L- STA. 24+49.69
END APPR. SLAB
-L- STA. 24+38.69
END BRIDGE
11'11'-L-
BRIDGE/ROADWAY RELATIONSHIP PC Sta. 25+61.89TYPE III
11'11'TYPE IIITYPE III
TYPE III
.02511'11'905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
ENG FIRM LICENSE NO. C-890
SUNGATE DESIGN GROUP, P.A.
PLANS PREPARED BY :
FOR NORTH CAROLINA DEPT. OF TRANSPORTATION
NC LICENSE NO. F-0246
RALEIGH, NORTH CAROLINA, [phone]
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NAD 83/ 2011GREU, TL-3
GREU, TL-3GREU, TL-3
GREU, TL-3 4'-5"4'-5"30'-10"20
30
40
50
60
70
80
20
30
40
50
60
70
80
17 18 19 20 21 22 23 24 25 26 27 28 29
90
100
90
10025SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4B-4813
R/W SHEET NO.8/17/995/22/2018B4813_Hyd_prm_wet_psh_04a.dgnjharvey8:1
8:1 8:1
8:1
FDPS4'-5"FDPS4'-5"FDPS4'-5"FDPS4'-5"SBG
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 1
SITE 2
SITE 4
SITE 3 45464
6
474747474747474848484849494949495
05050505
050
5050505051515151
5151
52 52525252
5252525252
5252525252
52
53535
3
535353535353535353535353
5353
535354
5454
545454
54
54545454
5454
54
5454
555555
555555
55
555555
55
5
5
5555
5555
5555
5555555656
565656
5656
56
56
56
5757
575757 5757
575757575
7
5757
57
57
57
57
57
57575757575758585858
58585858
58
5858585858
58
5
8
58
5858
5858585959
59
595959
5959
5
9 5959
59
5959
5960606060
6060
60
606060606060606060
60
60
606
0
60
606060
606061
616161 616161
6161 6
1
616162
626262
62
62
62
6263
63
63636464
64
6464646464
64
65656565656565
6565
656565
65
65656565
6566666666
66
6667676768
68686869
6969
70
7070
70
7070
TC
MARKER
FO
MARKER
FO
48" WD
15" RCP
INV=65.74'INV=65.48'
#18
CONC BRIDGESR 1004 EDMOND MATHIS RD 22' BST
WOODS WOODS
WOODS WOODS
WOODS
WOODS
WOODS
WOODS
1SFD GRGR
3 SPLIT RAIL48" WDW
C
R
ANE CR
E
E
KN 05°54'10" E205.06'N 32°07'53" E161.04'S 05°55'10" W143.19'N 11°20'33" E199.49'S 75°52'59" E180.55'N 11°18'41" E60.02'S 05°55'10" W60.00'20' ROW EASEMENTN 13°12'28" W57.66'N
6
3°
0
3'
17" W5
5.
3
6'S 47°40'49" W
88.83'
S 82°02'24" W
39.59'
N 51°30'23" W42.25'S 13°24'01" E36.82'S 02°10'29" E56.62'S 06°48'45" E97.81'N 72°41'06" W1
74.93'
N 34°39'43" W105.77'N
2
6
°
3
2'
5
2
" W7
5.
5
8'
EXISTING R/W
EXISTING R/W
60.00'EXISTING R/W
PROPERTY LINE
C/L CREEK IS
1
TAYLOR'S BRIDGE COMPANY, LLC
1
3
CHRISTOPHER H & BRENDA H MITCHELL
2
JONSIE P & MICHAEL K HOUSEMAN
PROPERTY LINE
C/L CREEK IS
4
LENA D M SATORSKY
5
CHRISTINE E MATTHIS
TAYLOR'S BRIDGE COMPANY, LLC
EIP
EIP EIP
EIP
EIP
EIP CRANE CREEK6
0.
0
0'
25' BSTSR 1004 EDMOND MATHIS RD 2025NOTE: ALL DRIVEWAY RADII ARE 10'
-L-
PROPOSED GRADE
EXISTING GROUND
EL. 65.98'
Sta. 18+75.00
BEGIN GRADE
EL. 60.66'
Sta. 27+00.00
END GRADE
BEGIN BRIDGEEND BRIDGEDS = 60 MPH
DS = 60 MPHSta. 23+12.00Sta. 24+29.00PI = 21+05.00
EL = 60.87'
(-)2.2200%
VC = 235'
K = 137
PI = 25+40.00
EL = 58.70'
(-)0.5000%(+)1.2300%
VC = 240'
K = 139
R/R SPIKE SET IN BASE OF 20" OAK
60.25' RIGHT
-L- STATION 24+27.79
N = 402683.73 E = 2218895.93
BM #2 ELEVATION = 56.15'2518"EST. 10 SY
EST. 3 TONS
CL 'B' RIP RAP
SEE DETAIL 1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 1
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 1
SPECIAL LATERAL 'V' DITCH
TO STA. 24+64 -L- LT
FROM END APP. SLAB
SHOULDER BERM GUTTER
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 25+32 TO STA. 25+60 -L- RT
DETAIL 3
Grade
Ditch
1.0'
GEOTEXTILE
Type of Liner= CL 'B' Rip-Rap
10'min.
1.0'min.
SHOULDER POINT
CL II RIP RAP TO
SHOULDER POINT
CL II RIP RAP TO SEE DETAIL 3
EST. 18 SY GF
EST. 8 TON
RIP RAP AT EMBANKMENT
SEE DETAIL 2
DISSIPATOR PAD
DECK DRAIN
EST. 110 SY GF
EST. 104 TONS
BANK STABILIZATION
CL II RIP RAP
15"
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM STA. 25+50 TO STA. 27+00 -L- RT
FROM STA. 21+00 TO STA. 22+65 -L- LT
FROM STA. 18+75 TO STA. 22+65 -L- RT
Min. D=1.0 Ft.
DETAIL 1
Ground
Natural 3:1 or Flatter Slope
Fill
FROM STA. 23+39 TO STA. 23+60 -L- LT
DETAIL 2
GEOTEXTILE
GROUND
PLAN VIEW
PROFILE VIEW
DECK DRAIN DISSIPATOR PAD
*NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS
Geotextile= 10 SY
Type of Liner= 4.2 TONS CL B RIP-RAP
L= 21.0 FT.
PAD
DISSIPATOR
( Not to Scale)
1.0'
L
4.0'
DIKE
IMPERVIOUS
D=49.8
WS ON 10-18-17
EST. 185 CY
ABUTMENT AT 2:1 TO EL.=53.0'
EXCAVATE FROM EXISTING
1.5:1
CLASS II RIP RAP
1.5:1
CLASS II RIP RAP
EST. 6 CY
EXISTING ABUTMENT
EXCAVATE FILL FROM
ABUTMENT
REMOVE EXISTING
ABUTMENT
REMOVE EXISTING
TO BE REMOVED
EXISTING BRIDGE
LOWEST STEEL
LOWEST SIDE
3.5'
MIN.
2:1
CLASS II RIP RAP
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
= 2180
= 50
= 58.5
= 2960
= 100
= 59.6
= 2800
= 100-
= 59.4
@ STA 24+89.4 -L-
= 10-18-2017
= 49.8
F
F
C
C
C C
F
F F
F F
F
F
F
C
CF
C C
0 10'5' 10'
SCALE: 1"=20'
20'
FILL IN WETLAND
EXCAVATION
SURFACE WATER
IMPACTS IN
IMPERVIOUS DIKE
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 1
SITE 2
SITE 3
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B B-4813 5/22/2018B4813_Hyd_prm_wet_psh_04b.dgnjharvey8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EXCAVATIONFILL IN WETLAND
SURFACE WATER
IMPACTS IN
SURFACE WATER
TEMP IMPACTS IN
#18
CONC BRIDGE
CRANE CRE
E
KCRANE CREEK18"SEE DETAIL 1SPECIAL LATERAL 'V' DITCH
OC
C
F
F F
FF
F
FILL IN WETLAND WETLANDSITE 1 WETLANDSITE 1
SITE 1
EXCAVATION
EXCAVATION WETLAND00
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
3/20/2018B4813_Hyd_prm_wet_psh_xpl.dgnjharveyPROJ. REFERENCE NO.SHEET NO.0
6/23/1655 55
60 60
65 65
50 50
22+00.00
55 55
60 60
65 65
50 50
22+50.00
55 55
60 60
50 5023+00.00
50 50
55 55
60 60
45 45
23+32.38
50 50
55 55
60 60
65 65
45 45
23+32.40
X-2B-4813
-L-
2.5 5
59.133:13:14:14:1
0.0250.025
55.61 55.50
58.62
3:13:13.12:13.12:1
0.0050.025
54.8054.36
58.32 3:13:1
0.0180.025
58.34 3:13:1
0.0250.025
58.34
0.0250.025 0.0250.025 0.0250.025
Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel BankSite Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stabili-No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. zation (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 22+46 to 23+50 -L-LT ROADWAY FILL < 0.01 < 0.01 0.02 2 24+24 to 24+67-L- LT ROADWAY FILL < 0.01 < 0.01 < 0.01 3 24+05-L- BANK STABILIZATION < 0.01 41 IMPERVIOUS DIKE < 0.01 4 26+19 to 26+47-L-LT ROADWAY FILL < 0.01 < 0.01 TOTALS*: 0.01 < 0.01 0.04 < 0.01 < 0.01 0 0 41*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 6OF 6 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSSAMPSON COUNTYB-481338583.1.FDNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS5/22/18
Action History (UTC-05:00) Eastern Time (US & Canada)
�brrrit by Anonymous User 5/22/2018 5:14:50 PM (Message Start Event)
Accept by Carpenter,Kristi 5/23/2018 1:12:23 PM (DOT project)
. The task was assigned to Carpenter,Kristi. The due date is: May 25, 2018 5:00 PM 5/22/2018 5:15 PM

Staff Review
i�#*
20180708
Version* �
Is this project a public transportation project? *
Is this a DOT F Yes f No
project?*
Reviewer List:*
Select Reviewing Office:*
Submittal Type:*
401 Application
C•' Yes
�' No
Joanne Steenhuis:eads\jhsteenhuis
Wilmington Regional Office - [phone]
Does this project require a request for payment to be sent? *
r
Yes
r•
No
Water Resources
ENVIRONMENTAL �UPLITV

Project Submittal Dated 5/22/2018
*
Please note: fields marked with a red asterisk beloware required. You will not be able to submit the form until all
mandatory questions are ans�red.
Project Type:* �' New Project
C' Pre-Application Submittal
C' More Information Response
r Other Agency Comments
l•' For the Record Only (Courtesy Copy)
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
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Other Agency Comments - Please check this if you are submitting comments on an ebsting project.
Project Contact Information
Name: Mason Herndon
Who is subrritting the irrforrration?
Email Address:* [e-mail]
Project Information
Project Name:* Bridge 18 on SR 1004(Edmond Mathis Road) over Crane Creek
Is this a public transportation project? *
C•' Yes
C' No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?*
C' Ye�' No l' Unknown
TI P#: WBS#:
B-4813 38583.1.1
(Applies to DOT projects only)
County (ies) *
Sampson
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C7ick the upload button or drag and drop files here to attach docurrent
B-4813 Sampson Bridge 8 Courtesy Notification.pdf 1.38MB
Only pdf or Ime files are accepted.
Describe the attachments:
Please see attached cover letter and permit drawings for additional information regarding this bridge
replacement project.
* �J By checking the box and signing box below, I certify that:

o I have given true, accurate, and complete information on this form;
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