20191724 Ver 1_BR0112_PermitDrawings_20191209_20191217

(Version 2.08; Released April 2018)48821.1.1TIP No.:BR-0112County(ies):Edgecombe Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year: Existing: Year:Threatened/Endangered Species?NoComments:Yes NoNoYesDeck 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.Existing site has two 10' lanes with variable grass [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 BodyTar-PamlicoBuffer Rules in Effect:None340The proposed site will be two 10' lanes with variable paved shoulders approaching the bridge, up to 5.5'.Waterbody Information2019NCDWR Stream Index No.:48821.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)This project will maintain existing drainage practices. There will be no deck drains on the bridge. Runoff will leave the site via modified concrete flumes on the south side of the bridge, both line ahead and line back. Discharging into wetlands could not be avoided line ahead, however it was minimized by using rock plating to steepen the embankment slopes. All drainage discharges onto Rip Rap dissipator pads to reduce velocity and scour.1223 Jones Franklin Rd.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Highway Division 4Address:General Project InformationBR-0112WBS Element:Bridge ReplacementWBS Element:Wetherill Engineering, Inc. / Apassman, PENCDOT Contact:252-237-6164Raleigh, NC 27606Contractor / Designer:[e-mail], NC 27895Address:10/9/2019EdgecombeN/AChad Coggins509 Ward Blvd, PO BOX 3165River Basin(s): City/Town:0.4Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoRural, woodedOtter Creek28-86-(0.3)0.30.09Project DescriptionProposed ProjectTar-PamlicoNoneSupplemental Classification: Nutrient Sensitive Waters (NSW)Wetlands within Project Limits?

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
ATIONO
LI
NABRIDGE #320035
GRADING, DRAINAGE, PAVING & STRUCTURE
ENGINEERING
ETHERILLW Raleigh, N.C. 27606
Bus: 919 851 8077
Fax: [phone]
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
1223 Jones Franklin Rd.
License No. F-0377

See Sheet 1-B For Conventional Symbols BR-0112
PROJECT: BR-0112
PE
ON SR 1616 (SHARP POINT RD.)
EDGECOMBE COUNTY
BRIDGE NO. 320035 OVER OTTER CREEK
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 5
PERMIT DRAWING
NO DECK DRAINS
SITE 1
PROJECT ENGINEER - PEF/PROGRAM MGT.
DAVID STUTTS, PE
GREG S. PURVIS, PE
NOVEMBER 20, 2019
AUGUST 18, 2020 PROJECT DESIGN ENGINEER
PROJECT ENGINEER
EDWARD G, WETHERILL, PE
35
FeltonFarm Rd.
Rd.
Sawyer
ChurchRd.
Rd.
Stonecliff Ln
1102
1103
1617
1616
1614
1615
1616
1618
1617
1615
1614
1635
1614
Town
Cobb
Point
SharpChurch Rd.Farm Rd.
Corbett
Sharp Point Rd.Shar
p Poi
nt Rd.
Otter Creek
Stallings Rd.
PROJECT SITE
EDGECOMBE COUNTY
EDGECOMBE COUNTY
Other Creek Edgewood Stallings Rd.Edgewood Church Rd.PITT COUNTY
PITT COUNTY
OFF-SITE DETOUR
258
258
258
S
V
=
=
=MPH
ADT

FUNC CLASS =

PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES HYDRAULICS ENGINEER
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ART
MEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NADIVISION OF HIGHWAYS
Prepared for:
BRIDGE #320035
ENGINEER
ROADWAY DESIGN
LETTING DATE:
6
55
T
0.094 MILES
0.028 MILES
0.066 MILES
GRADING, DRAINAGE, PAVING & STRUCTURE
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
2019
CONTRACT: DESIGN DATA
0
0
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
0
00
50 25 50
50 25 50
10 5 10 20
ENGINEERING
ETHERILLW Raleigh, N.C. 27606
Bus: 919 851 8077
Fax: [phone]
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
1223 Jones Franklin Rd.
License No. F-0377
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL

See Sheet 1-B For Conventional Symbols
See Sheet 1-A For Index of Sheets
2018 STANDARD SPECIFICATIONS
100
100
BR-0112
PROJECT: BR-0112TOTAL LENGTH PROJECT BR-0112 =
LENGTH STRUCTURE PROJECT BR-0112 =
LENGTH ROADWAY PROJECT BR-0112 =
48821.1.1

4
STRUCTURES MANAGMENT UNIT
1000 BIRCH RIDGE DRIVE RALEIGH NC, 27610
% *
* (TTST =3% +
DUAL =3%)
PE
ROW PLANS
NCDOT CONTACT:
RIGHT OF WAY DATE:
340
RURAL LOCAL
SUBREGIONAL TIER
ON SR 1616 (SHARP POINT RD.)
EDGECOMBE COUNTY
BRIDGE NO. 320035 OVER OTTER CREEK
T
O NC 43
TO US 258
OTTER CREEKSR 1616 (SHARP POI
NT RD)
-L-
BEGIN NCDOT PROJECT BR-0112
-L- POC STA. 13+76.00
END NCDOT PROJECT BR-0112
-L- POC STA. 18+74.50
BEGIN BRIDGE
-L- STA. 15+68.73
END BRIDGE
-L- STA. 17+16.47
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
STOPPING SIGHT DISTANCE
DESIGN EXCEPTION REQUIRED FOR THE HORIZONTAL
NOTE:
-L- POC STA. 12+49.81
BEGIN CONSTRUCTION
END CONSTRUCTION
-L- POC STA. 19+61.46
See Sheet RW02C-1 TO RW02C-2 For Survey Control Sheets
48821.1.1 ROW, UTIL.NA 2011NAD 83/
ENGINEERING
ETHERILLW
FOR STRUCTURE PLANS
SEE SHEETS S-1 THRU S-?
SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP
END BRIDGE
BEGIN BRIDGE
BEG. APPROACH SLAB
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
Fax: [phone]
Bus: 919 851 8077
Liscense No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4
R/W SHEET NO.8/17/9912/9/201911:19:16 AMP:\2019\19105.01 BR-0112\Hydraulics\PERMITS_Environmental\Drawings\br0112_prm_PSH.dgnREVISIONSBR-0112
SLAB
END APPROACHNC GRIDNAD 83 NA 201110 11 12 13 14 15 16 17 18 19 20 21 22 23
0
10
20
30
40
50
60
70
0
10
20
30
40
50
60
70040410’
10’
10’
10’
10’
10’
-9.26’
VAR. 6.00’
-7.83’
VAR. 4.55’
1’-1"
1’-1"
-L- STA. 15+57.92
-L- STA. 17+16.47
-L- STA. 17+27.33
STOPPING SIGHT DISTANCE
DESIGN EXCEPTION REQUIRED FOR THE HORIZONTAL
NOTE:
TYPE III
TYPE III TYPE III
TYPE III
-L- STA. 15+68.73 36’ O-O FOR STRUCTURE PLANS
SEE SHEETS S-1 THRU S-?
SHEET NO.
ENGINEER ENGINEER
4
8/17/99REVISIONSSTREAM IMPACTSSTREAM IMPACTSSTREAM IMPACTS
TEMPORARY STREAM IMPACTS
IN WETLANDS
MECHANIZED CLEARING
GRAPHIC SCALE
0’100’100’
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
WETLANDS
FILL IN
SHEET 2 OF 5
PERMIT DRAWING
SITE 1
TEMPORARY STREAM IMPACTS
STREAM IMPACTSSTREAM IMPACTSSTREAM IMPACTS
IN WETLANDS
HAND CLEARING
HC HC
CLEARING
DENOTES HAND
IN WETLANDS
HAND CLEARING
S
WOODS
WOODS
WOODS
FLOODED TIMBER
****************************************BENCHTIE NAIL SET IN 24" PINEBL STATION 5+49.00 50 LEFTN 723344 E 2411591BM1 ELEVATION = 69.77********************************************************************************BENCHTIE NAIL SET IN 17" HARDWOODBL STATION 12+28.00 21 LEFTN 723947 E 2411365BM2 ELEVATION = 59.69****************************************
WOODS
T
O NC 43
CONC
CONC
W
OODSOTTER CREEKEXIS
TI
NG R/WEXIS
TI
NG R/WEXISTING R/W
EXISTING R/W
CENTERLI
NE OF OTTER CREEKPROPERTY LI
NE IS18’ PA
V
ED RO
ADW
AYSR 1616 (SHARP POI
NT RD)
CONC
CONC
WOOTEN HEIRS LLC
JEAN MATTHEWS
SR 1616 (SHARP POINT RD)
18’ PAVED ROADWAY
RODNEY M. WOOTEN ET AL
RODNEY M. WOOTEN ET AL
OTTER CREEKCENTERLINE OF OTTER CREEKPROPERTY LI
NE I
S15+0020+00****************************************
BENCHTIE NAIL SET IN 24" PINE
L STATION 10+87.45 47.24’ LEFT
N 723344 E 2411591
BM1 ELEVATION = 69.77
****************************************
****************************************
BENCHTIE NAIL SET IN 17" HARDWOOD
L STATION 17+74.15 28.96’ LEFT
N 723947 E 2411365
BM2 ELEVATION = 59.69
****************************************
W.S. =55.2’
PROP. 25YR.
ELEV. = 54.8’
W.S. ON 02/07/2019
ELEV. = 55.3’
NWS
ELEV. 57.7’
BEGIN DITCH -L- STA. 14+75(RT)
ELEV. 56.5’
-L- STA. 15+00(RT)
(-)2
.80%(-)4.80%
W.S. =56.5’
PROP. 100YR.
ELEV. 54.8’
-L- STA. 15+62(RT)
END DITCH
NOTE:
TO 15+52.48 LT.
STA. 14+75.00
BEGIN SBG
TO 17+47.00 LT.
STA. 17+24.66
BEGIN SBG
NOTE:
W/ 5 SY GEO
RIP RAP
CL B
1 TON
W/ 5 SY GEO
RIP RAP
CL B
1 TON
FROM -L- STA. 17+30.59 TO 17+65.00 RT
ROCK PLATE 1.5:1
SEE DETAIL A
SPECIAL LATERAL ’V’ DITCH
FROM BRIDGE
FLOODPLAIN EXTENDS 350’ +/-
FROM BRIDGE
FLOODPLAIN EXTENDS 350’ +/-
SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP
END BRIDGE
BEGIN BRIDGE
BEG. APPROACH SLAB
SLAB
END APPROACH040410’
10’
10’
10’
10’
10’
-9.26’
VAR. 6.00’
-7.83’
VAR. 4.55’
1’-1"
1’-1"
-L- STA. 15+57.92
-L- STA. 17+16.47
-L- STA. 17+27.33
TYPE III
TYPE III TYPE III
TYPE III
-L- STA. 15+68.73 36’ O-OFROM -L- STA. 17+24.66 TO 17+75.00 LT
ROCK PLATE 1.5:1
D10=0.4 Ft., V10=1.9 Ft/s
SIDES=3:1, 3:1 LSo=2.8%, n=0.04
C=0.4, i10=6.0 in./hr, A=0.4Ac
Q10=CiA=1.0 CFS
STA 14+75 to STA 15+62 -L- RT
SPECIAL LATERAL ’V’ DITCH DATA
MCF
MCF
MCF
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
3:
1 D
Ground
Natural 3:1
Slope
Fill
Min. D= 0.5 Ft.
DETAIL A
-L- STA. 14+75 TO STA. 15+62 (RT)+24.66+75.00+30.59+65.00(STR. PAY ITEM)
EXCAVATION
PROPOSED
(STR. PAY ITEM)
CL II RIP RAP
(STR. PAY ITEM)
CL II RIP RAP
(STR. PAY ITEM)
EXCAVATION
PROPOSED
(STR. PAY ITEM)
CL II RIP RAP
(STR. PAY ITEM)
CL II RIP RAP
SEE DETAIL A
SPECIAL LATERAL ’V’ DITCH
(+)0.3720%
DS = 55MPH+
(-)0.3041%
K = 296
VC = 200’
EL = 63.43’
PI = 16+42.00
(+)0.3720%(-)0.3000%
DS = 55MPH
K = 119
VC = 80’
EL = 62.71’
PI = 14+49.53 o
LOW DEBRIS POTENTIAL
BED MATERIAL : SAND, SILT (SWAMP)
GRADE
ROADWAY
PROPOSED
CHORD
LOWEST LOW
BRIDGE
EXISTING
REMOVE
GRADE
ROADWAY
EXISTING
EL. 62.83STA. 14+09.50BEGIN GRADEEL. 62.72STA. 18+74.50END GRADE= -0.3199%
EX GRADE
= -0.2594%
EX GRADE
21" CORED SLAB W/ 4’0" CAPS
1@45’, 1@55’, 1@45’
SKEW = 75
CL CROWN ELEV = 63.26’
STA. 16+42.6 -L-FROM BRIDGE
FLOODPLAIN EXTENDS 350’ +/-
FROM BRIDGE
FLOODPLAIN EXTENDS 350’ +/-
SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP
=
=
=
=
=
=
=
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
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
=
=
BRIDGE HYDRAULIC DATA
=
=
1300
55.3
2000
100
56.5
9300
500+
63.3
54.8
25
/2019/0702
ELEV. = 57.0’
EXCAVATE TO
PROTECTION BOTH ENDS.
REMOVE EXIST. CONCRETE
BACKFILL MATERIAL
KEY-IN 3.5’
CL II RIP RAP
BACKFILL MATERIAL
KEY-IN 3.5’
CL II RIP RAP
ELEV. = 57.0’
EXCAVATE TOFF
F
F
F
F
F
C
F
C
F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
NC GRIDNAD 83 NA 2011CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
SITE 1
SHEET 2A OF 5
PERMIT DRAWING
GRAPHIC SCALE
0’30’30’
HC HC
CLEARING
DENOTES HAND
INV=55.4’
INV=59.8’
W/ 5 SY GEO
RIP RAP
CL B
1 TON
MCF
MC
F
MCF
INV=59.6’+24.66+75.00+30.59+65.00(STR. PAY ITEM)
EXCAVATION
PROPOSED
(STR. PAY ITEM)
CL II RIP RAP
(STR. PAY ITEM)
CL II RIP RAP
WOODS
FLOODED TIMBER
WOODS
CONC
CONC
CONC
OTTER CREEKCENTERLINE OF OTTER CREEKPROPERTY LINE ISBR-0112
CONC
CONC
OTTER CREEKF
F
C
F
C
F
C
F
C
F
F
F
F
F
F
F
F
F
ENGINEERING
ETHERILLW
FOR STRUCTURE PLANS
SEE SHEETS S-1 THRU S-?
SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP
END BRIDGE
BEGIN BRIDGE
BEG. APPROACH SLAB
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
Fax: [phone]
Bus: 919 851 8077
Liscense No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4
R/W SHEET NO.8/17/9912/9/201911:23:21 AMP:\2019\19105.01 BR-0112\Hydraulics\PERMITS_Environmental\Drawings\br0112_prm_PSH_con.dgnREVISIONSBR-0112
SLAB
END APPROACHNC GRIDNAD 83 NA 201110 11 12 13 14 15 16 17 18 19 20 21 22 23
0
10
20
30
40
50
60
70
0
10
20
30
40
50
60
70040410’
10’
10’
10’
10’
10’
-9.26’
VAR. 6.00’
-7.83’
VAR. 4.55’
1’-1"
1’-1"
-L- STA. 15+57.92
-L- STA. 17+16.47
-L- STA. 17+27.33
STOPPING SIGHT DISTANCE
DESIGN EXCEPTION REQUIRED FOR THE HORIZONTAL
NOTE:
TYPE III
TYPE III TYPE III
TYPE III
-L- STA. 15+68.73 36’ O-O FOR STRUCTURE PLANS
SEE SHEETS S-1 THRU S-?
GRAPHIC SCALE
0’100’100’
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
SHEET 3 OF 5
PERMIT DRAWING
HC HC
CLEARING
DENOTES HAND
STREAM IMPACTSSTREAM IMPACTSSTREAM IMPACTS
TEMPORARY STREAM IMPACTS
IN WETLANDS
MECHANIZED CLEARING
WETLANDS
FILL IN
SITE 1
TEMPORARY STREAM IMPACTS
STREAM IMPACTSSTREAM IMPACTSSTREAM IMPACTS
IN WETLANDS
HAND CLEARING
IN WETLANDS
HAND CLEARING
4550505050
50555555
5555 55555555 555
5
55
5555555555555
5
60
60606060606060606060
60606060 606060606065656
5
656570
70
70S
WOODS
WOODS
WOODS
FLOODED TIMBER
****************************************BENCHTIE NAIL SET IN 24" PINEBL STATION 5+49.00 50 LEFTN 723344 E 2411591BM1 ELEVATION = 69.77********************************************************************************BENCHTIE NAIL SET IN 17" HARDWOODBL STATION 12+28.00 21 LEFTN 723947 E 2411365BM2 ELEVATION = 59.69****************************************
WOODS
T
O NC 43
CONC
CONC
WOODSOTTER CREEK60.00’EXI
S
TI
NG R/WEXI
S
TI
NG R/WEXISTING R/W
EXISTING R/W
6
0.0
0’CENTERLI
NE OF OTTER CREEKPROPERTY LI
NE IS18’ PAV
ED ROA
DW
A
YSR 1616 (SHARP POI
NT RD)
CONC
CONC
WOOTEN HEIRS LLC
JEAN MATTHEWS
SR 1616 (SHARP POINT RD)
18’ PAVED ROADWAY
RODNEY M. WOOTEN ET AL
RODNEY M. WOOTEN ET AL
OTTER CREEKCENTERLINE OF OTTER CREEKPROPERTY LI
NE
I
S15+0020+00****************************************
BENCHTIE NAIL SET IN 24" PINE
L STATION 10+87.45 47.24’ LEFT
N 723344 E 2411591
BM1 ELEVATION = 69.77
****************************************
****************************************
BENCHTIE NAIL SET IN 17" HARDWOOD
L STATION 17+74.15 28.96’ LEFT
N 723947 E 2411365
BM2 ELEVATION = 59.69
****************************************
W.S. =55.2’
PROP. 25YR.
ELEV. = 54.8’
W.S. ON 02/07/2019
ELEV. = 55.3’
NWS
ELEV. 57.7’
BEGIN DITCH -L- STA. 14+75(RT)
ELEV. 56.5’
-L- STA. 15+00(RT)
(-)2
.80%(-)4.80%
W.S. =56.5’
PROP. 100YR.
ELEV. 54.8’
-L- STA. 15+62(RT)
END DITCH
INV=55.4’
INV=59.8’
NOTE:
TO 15+52.48 LT.
STA. 14+75.00
BEGIN SBG
TO 17+47.00 LT.
STA. 17+24.66
BEGIN SBG
NOTE:
W/ 5 SY GEO
RIP RAP
CL B
1 TON
W/ 5 SY GEO
RIP RAP
CL B
1 TON
FROM -L- STA. 17+30.59 TO 17+65.00 RT
ROCK PLATE 1.5:1
SEE DETAIL A
SPECIAL LATERAL ’V’ DITCH
SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP
END BRIDGE
BEGIN BRIDGE
BEG. APPROACH SLAB
SLAB
END APPROACH040410’
10’
10’
10’
10’
10’
-9.26’
VAR. 6.00’
-7.83’
VAR. 4.55’
1’-1"
1’-1"
-L- STA. 15+57.92
-L- STA. 17+16.47
-L- STA. 17+27.33
TYPE III
TYPE III TYPE III
TYPE III
-L- STA. 15+68.73 36’ O-OFROM -L- STA. 17+24.66 TO 17+75.00 LT
ROCK PLATE 1.5:1
D10=0.4 Ft., V10=1.9 Ft/s
SIDES=3:1, 3:1 LSo=2.8%, n=0.04
C=0.4, i10=6.0 in./hr, A=0.4Ac
Q10=CiA=1.0 CFS
STA 14+75 to STA 15+62 -L- RT
SPECIAL LATERAL ’V’ DITCH DATA
MCF
MCF
MCF
INV=59.6’
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
3:1D
Ground
Natural 3:1
Slope
Fill
Min. D= 0.5 Ft.
DETAIL A
-L- STA. 14+75 TO STA. 15+62 (RT)+24.66+75.00+30.59+65.00(STR. PAY ITEM)
EXCAVATION
PROPOSED
(STR. PAY ITEM)
CL II RIP RAP
(STR. PAY ITEM)
CL II RIP RAP
(+)0.3720%
DS = 55MPH+
(-)0.3041%
K = 296
VC = 200’
EL = 63.43’
PI = 16+42.00
(+)0.3720%(-)0.3000%
DS = 55MPH
K = 119
VC = 80’
EL = 62.71’
PI = 14+49.53 o
LOW DEBRIS POTENTIAL
BED MATERIAL : SAND, SILT (SWAMP)
TIER GUIDELINES
* MEETS SUBREGIONAL
GRADE
ROADWAY
PROPOSED
CHORD
LOWEST LOW
BRIDGE
EXISTING
REMOVE
GRADE
ROADWAY
EXISTING
EL. 62.83STA. 14+09.50BEGIN GRADEEL. 62.72STA. 18+74.50END GRADE= -0.3199%
EX GRADE
= -0.2594%
EX GRADE
21" CORED SLAB W/ 4’0" CAPS
1@45’, 1@55’, 1@45’
SKEW = 75
CL CROWN ELEV = 63.26’
STA. 16+42.6 -L-FROM BRIDGE
FLOODPLAIN EXTENDS 350’ +/-
FROM BRIDGE
FLOODPLAIN EXTENDS 350’ +/-
SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP
=
=
=
=
=
=
=
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
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
=
=
BRIDGE HYDRAULIC DATA
=
=
1300
55.3
2000
100
56.5
9300
500+
63.3
54.8
25
/2019/0702
ELEV. = 57.0’
EXCAVATE TO
PROTECTION BOTH ENDS.
REMOVE EXIST. CONCRETE
BACKFILL MATERIAL
KEY-IN 3.5’
CL II RIP RAP
BACKFILL MATERIAL
KEY-IN 3.5’
CL II RIP RAP
ELEV. = 57.0’
EXCAVATE TO
F
FF
F
F
F
F
C
F
C
F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
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
0
12/5/2019P:\2019\19105.01 BR-0112\Hydraulics\PERMITS_Environmental\Drawings\BR-0112_RDY_XPL.dgnUSER: FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO.
50 50
55 55
60 60
65 65
15+25.00
50 50
55 55
60 60
65 65
15+50.00
45 45
50 50
55 55
60 60
65 65
15+68.71
X-2BR-0112
-L-
52.5
62.56 3:13:1
0.0400.047
55.80
3:1
62.60 3:13:1
0.0400.040
55.10
3:1
SHEET 4 OF 5
PERMIT DRAWING
WETLANDS
WETLANDS
PUE
PUE
R
W
R
W
R
W
R
W
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
0
12/5/2019P:\2019\19105.01 BR-0112\Hydraulics\PERMITS_Environmental\Drawings\BR-0112_RDY_XPL.dgnUSER: FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO.
50 50
55 55
60 60
65 65
17+00.00
50 50
55 55
60 60
65 65
17+16.47
50 50
55 55
60 60
65 65
17+16.49
55 55
60 60
65 65
17+50.00
X-4BR-0112
-L-
52.5
60.47
0.0400.040
62.62
0.040
0.040
STA. 17+16.47
END BRIDGE
62.62
0.0400.040
4’-6"
1.5:1 1.5:14’-6"
SHEET 4A OF 5
PERMIT DRAWING
WETLANDS
WETLANDS
WETLANDS
WETLANDS
R
W
R
W
PUE
R
W
R
W
R
W
R
W
PUE
PUE
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
0
12/5/2019P:\2019\19105.01 BR-0112\Hydraulics\PERMITS_Environmental\Drawings\BR-0112_RDY_XPL.dgnUSER: FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO.
55 55
60 60
65 65
17+75.00
55 55
60 60
65 65
18+00.00
55 55
60 60
65 65
18+50.00
55 55
60 60
65 65
18+74.50
X-5BR-0112
-L-
52.5
62.56
0.0400.044
1.5:1
4’-6"1.5:14’-6"
62.62 3:10.0400.055
4’-6"
1.5:1
62.67 3:13:1
0.0460.066
62.77 3:14:1
0.069
0.089
WETLANDS
WETLANDS
WETLANDS
WETLANDS
SHEET 4B OF 5
PERMIT DRAWING
PUE
PUE
PUE
PUE
R
W
R
W
R
W
R
W
R
W
R
W
R
W
R
W
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- 15+70 to 17+15 145' Bridge < 0.01 < 0.01 0.05 < 0.01 < 0.01 32 40

TOTALS*:< 0.01 < 0.01 0.05 < 0.01 < 0.01 32 40 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 5 OF 5
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Edgecombe County
TIP# BR-0012
48821.1.1
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
12/5/2019

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
ATIONO
LI
NABRIDGE #320035
GRADING, DRAINAGE, PAVING & STRUCTURE
ENGINEERING
ETHERILLW Raleigh, N.C. 27606
Bus: 919 851 8077
Fax: [phone]
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
1223 Jones Franklin Rd.
License No. F-0377

See Sheet 1C-1 TO 1C-2 For Survey Control Sheets
See Sheet 1-B For Conventional Symbols
See Sheet 1-A For Index of Sheets
BR-0112
PROJECT: BR-0112
PE
ON SR 1616 (SHARP POINT RD.)
EDGECOMBE COUNTY
BRIDGE NO. 320035 OVER OTTER CREEK
BUFFER IMPACTS PERMIT
SHEET 1 OF 4
BUFFER DRAWING
SITE 1
NO DECK DRAINS
DAVID STUTTS, PE
GREG S. PURVIS, PE
NOVEMBER 20, 2019
AUGUST 18, 2020
PROJECT ENGINEER - PEF/PROGRAM MGT.
EDWARD G, WETHERILL, PE
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
35
FeltonFarm Rd.
Rd.
Sawyer
ChurchRd.
Rd.
Stonecliff Ln
1102
1103
1617
1616
1614
1615
1616
1618
1617
1615
1614
1635
1614
Town
Cobb
Point
SharpChurch Rd.Farm Rd.
Corbett
Sharp Point Rd.Shar
p Poi
nt Rd.
Otter Creek
Stallings Rd.
PROJECT SITE
EDGECOMBE COUNTY
EDGECOMBE COUNTY
Other Creek Edgewood Stallings Rd.Edgewood Church Rd.PITT COUNTY
PITT COUNTY
OFF-SITE DETOUR
258
258
258
S
TO US 258
WOODS
WOODS
WOODS
FLOODED TIMBER
WOODS
T
O NC 43
WOODS18’ PA
V
ED RO
A
DW
AYSR 1616 (SHARP POI
NT RD)SR 1616 (SHARP POINT RD)
18’ PAVED ROADWAY
V
=
=
=MPH
ADT

FUNC CLASS =

PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES HYDRAULICS ENGINEER
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ART
MEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAPROJECT ENGINEER
PROJECT DESIGN ENGINEER
EDWARD G, WETHERILL, PE
GREG S. PURVIS, PE
DIVISION OF HIGHWAYS
Prepared for:
BRIDGE #320035
ENGINEER
ROADWAY DESIGN
LETTING DATE:
6
55
T
0.094 MILES
0.028 MILES
0.066 MILES
GRADING, DRAINAGE, PAVING & STRUCTURE
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
2019
CONTRACT: DESIGN DATA
0
0
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
0
00
50 25 50
50 25 50
10 5 10 20
ENGINEERING
ETHERILLW Raleigh, N.C. 27606
Bus: 919 851 8077
Fax: [phone]
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
1223 Jones Franklin Rd.
License No. F-0377
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL

See Sheet 1-B For Conventional Symbols
See Sheet 1-A For Index of Sheets
2018 STANDARD SPECIFICATIONS
PROJECT ENGINEER - PEF/PROGRAM MGT.
100
100
BR-0112
PROJECT: BR-0112TOTAL LENGTH PROJECT BR-0112 =
LENGTH STRUCTURE PROJECT BR-0112 =
LENGTH ROADWAY PROJECT BR-0112 =
48821.1.1

4
STRUCTURES MANAGMENT UNIT
1000 BIRCH RIDGE DRIVE RALEIGH NC, 27610
% *
* (TTST =3% +
DUAL =3%)
DAVID STUTTS, PE
PE
ROW PLANS
NCDOT CONTACT:
RIGHT OF WAY DATE:
340
RURAL LOCAL
SUBREGIONAL TIER
ON SR 1616 (SHARP POINT RD.)
EDGECOMBE COUNTY
BRIDGE NO. 320035 OVER OTTER CREEK
T
O NC 43
TO US 258
OTTER CREEKSR 1616 (SHARP POI
NT RD)
-L-
BEGIN NCDOT PROJECT BR-0112
-L- POC STA. 13+76.00
END NCDOT PROJECT BR-0112
-L- POC STA. 18+74.50
BEGIN BRIDGE
-L- STA. 15+68.73
END BRIDGE
-L- STA. 17+16.47
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
STOPPING SIGHT DISTANCE
DESIGN EXCEPTION REQUIRED FOR THE HORIZONTAL
NOTE:
-L- POC STA. 12+49.81
BEGIN CONSTRUCTION
END CONSTRUCTION
-L- POC STA. 19+61.46
See Sheet RW02C-1 TO RW02C-2 For Survey Control Sheets
48821.2.1 ROW, UTIL.
SEPTEMBER 30, 2019
JULY 21, 2020 NA 2011NAD 83/
ENGINEERING
ETHERILLW
FOR STRUCTURE PLANS
SEE SHEETS S-1 THRU S-?
SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP
END BRIDGE
BEGIN BRIDGE
BEG. APPROACH SLAB
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
Fax: [phone]
Bus: 919 851 8077
Liscense No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4
R/W SHEET NO.8/17/9912/9/201910:05:08 AMP:\2019\19105.01 BR-0112\Hydraulics\PERMITS_Environmental\buffer drawings\br0112_buf_PSH.dgnREVISIONSBR-0112
SLAB
END APPROACHNC GRIDNAD 83 NA 201110 11 12 13 14 15 16 17 18 19 20 21 22 23
0
10
20
30
40
50
60
70
0
10
20
30
40
50
60
70040410’
10’
10’
10’
10’
10’
-9.26’
VAR. 6.00’
-7.83’
VAR. 4.55’
1’-1"
1’-1"
-L- STA. 15+57.92
-L- STA. 17+16.47
-L- STA. 17+27.33
STOPPING SIGHT DISTANCE
DESIGN EXCEPTION REQUIRED FOR THE HORIZONTAL
NOTE:
TYPE III
TYPE III TYPE III
TYPE III
-L- STA. 15+68.73 36’ O-O FOR STRUCTURE PLANS
SEE SHEETS S-1 THRU S-?
GRAPHIC SCALE
0’100’100’
SHEET 2 OF 4
BUFFER DRAWING
(ROAD)
ALLOWABLE IMPACTS ZONE 2
(ROAD)
ALLOWABLE IMPACTS ZONE 1
(BRIDGE)
ALLOWABLE IMPACTS ZONE 1
SITE 1
(BRIDGE)
ALLOWABLE IMPACTS ZONE 2
NOTE:
TO 15+52.48 LT.
STA. 14+75.00
BEGIN SBG
TO 17+47.00 LT.
STA. 17+24.66
BEGIN SBG
NOTE:
W/ 5 SY GEO
RIP RAP
CL B
1 TON
W/ 5 SY GEO
RIP RAP
CL B
1 TON
FROM -L- STA. 17+30.59 TO 17+65.00 RT
ROCK PLATE 1.5:1
SEE DETAIL A
SPECIAL LATERAL ’V’ DITCH
FROM BRIDGE
FLOODPLAIN EXTENDS 350’ +/-
FROM BRIDGE
FLOODPLAIN EXTENDS 350’ +/-
SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP
END BRIDGE
BEGIN BRIDGE
BEG. APPROACH SLAB
SLAB
END APPROACH040410’
10’
10’
10’
10’
10’
-9.26’
VAR. 6.00’
-7.83’
VAR. 4.55’
1’-1"
1’-1"
-L- STA. 15+57.92
-L- STA. 17+16.47
-L- STA. 17+27.33
TYPE III
TYPE III TYPE III
TYPE III
-L- STA. 15+68.73 36’ O-OFROM -L- STA. 17+24.66 TO 17+75.00 LT
ROCK PLATE 1.5:1
D10=0.4 Ft., V10=1.9 Ft/s
SIDES=3:1, 3:1 LSo=2.8%, n=0.04
C=0.4, i10=6.0 in./hr, A=0.4Ac
Q10=CiA=1.0 CFS
STA 14+75 to STA 15+62 -L- RT
SPECIAL LATERAL ’V’ DITCH DATA
MCF
MCF
MCF
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
3:1D
Ground
Natural 3:1
Slope
Fill
Min. D= 0.5 Ft.
DETAIL A
-L- STA. 14+75 TO STA. 15+62 (RT)+24.66+75.00+30.59+65.00(STR. PAY ITEM)
EXCAVATION
PROPOSED
(STR. PAY ITEM)
CL II RIP RAP
(STR. PAY ITEM)
CL II RIP RAP
S
WOODS
WOODS
WOODS
FLOODED TIMBER
****************************************BENCHTIE NAIL SET IN 24" PINEBL STATION 5+49.00 50 LEFTN 723344 E 2411591BM1 ELEVATION = 69.77********************************************************************************BENCHTIE NAIL SET IN 17" HARDWOODBL STATION 12+28.00 21 LEFTN 723947 E 2411365BM2 ELEVATION = 59.69****************************************
WOODS
CONC
T
O NC 43
CONC
CONC
WOODSOTTER CREEK60.00’EXI
S
TI
NG R/WEXI
S
TI
NG R/WEXISTING R/W
EXISTING R/W
6
0.0
0’CENTERLI
NE OF OTTER CREEKPROPERTY LI
NE IS18’ PAV
ED ROA
DW
A
YSR 1616 (SHARP POI
NT RD)
BR-0112
CONC
CONC
WOOTEN HEIRS LLC
JEAN MATTHEWS
SR 1616 (SHARP POINT RD)
18’ PAVED ROADWAY
RODNEY M. WOOTEN ET AL
RODNEY M. WOOTEN ET AL
OTTER CREEKCENTERLINE OF OTTER CREEKPROPERTY LI
NE
I
S15+0020+00****************************************
BENCHTIE NAIL SET IN 24" PINE
L STATION 10+87.45 47.24’ LEFT
N 723344 E 2411591
BM1 ELEVATION = 69.77
****************************************
****************************************
BENCHTIE NAIL SET IN 17" HARDWOOD
L STATION 17+74.15 28.96’ LEFT
N 723947 E 2411365
BM2 ELEVATION = 59.69
****************************************
ELEV. 57.7’
BEGIN DITCH -L- STA. 14+75(RT)
ELEV. 56.5’
-L- STA. 15+00(RT)
(-)2
.80%(-)4.80%
ELEV. 54.8’
-L- STA. 15+62(RT)
END DITCH
SEE DETAIL A
SPECIAL LATERAL ’V’ DITCH
(+)0.3720%
DS = 55MPH+
(-)0.3041%
K = 296
VC = 200’
EL = 63.43’
PI = 16+42.00
(+)0.3720%(-)0.3000%
DS = 55MPH
K = 119
VC = 80’
EL = 62.71’
PI = 14+49.53 o
W.S. =55.3’
PROP. 25YR. LOW DEBRIS POTENTIAL
BED MATERIAL : SAND, SILT (SWAMP)
GRADE
ROADWAY
PROPOSED
CHORD
LOWEST LOW
BRIDGE
EXISTING
REMOVE
GRADE
ROADWAY
EXISTING
EL. 62.83STA. 14+09.50BEGIN GRADEEL. 62.72STA. 18+74.50END GRADE= -0.3199%
EX GRADE
= -0.2594%
EX GRADE
ELEV. = 54.8’
W.S. ON 02/07/2019
ELEV. = 55.3’
NWS
21" CORED SLAB W/ 4’0" CAPS
1@45’, 1@55’, 1@45’
SKEW = 75
CL CROWN ELEV = 63.26’
STA. 16+42.6 -L-FROM BRIDGE
FLOODPLAIN EXTENDS 350’ +/-
FROM BRIDGE
FLOODPLAIN EXTENDS 350’ +/-
SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP
-L- STA. 17+27.33-L- STA. 15+68.73
W.S. =56.5’
PROP. 100YR.
=
=
=
=
=
=
=
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
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
=
=
BRIDGE HYDRAULIC DATA
=
=
1300
55.3
2000
100
56.5
9300
500+
63.3
54.8
25
/2019/0702
ELEV. = 57.0’
EXCAVATE TO
PROTECTION BOTH ENDS.
REMOVE EXIST. CONCRETE
BACKFILL MATERIAL
KEY-IN 3.5’
CL II RIP RAP
BACKFILL MATERIAL
KEY-IN 3.5’
CL II RIP RAP
ELEV. = 57.0’
EXCAVATE TO
(STR. PAY ITEM)
CL II RIP RAP
F
FF
F
F
F
F
C
F
C
F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
NC GRIDNAD 83 NA 2011(ROAD)
ALLOWABLE IMPACTS ZONE 2
(ROAD)
ALLOWABLE IMPACTS ZONE 1
(BRIDGE)
ALLOWABLE IMPACTS ZONE 1
SHEET 2A OF 4
BUFFER DRAWING
GRAPHIC SCALE
0’30’30’SITE 1
ZONE 2 BRIDGE IMPACTS
ZONE 1 ROAD CROSSING IMPACTS
(BRIDGE)
ALLOWABLE IMPACTS ZONE 2
W/ 5 SY GEO
RIP RAP
CL B
1 TON
SEE DETAIL A
SPECIAL LATERAL ’V’ DITCH
MCF
MC
F
MCF+24.66+75.00+30.59+65.00(STR. PAY ITEM)
EXCAVATION
PROPOSED
(STR. PAY ITEM)
EXCAVATION
PROPOSED
(STR. PAY ITEM)
CL II RIP RAP
(STR. PAY ITEM)
CL II RIP RAP
WOODS
FLOODED TIMBER
WOODS
CONC
CONC
OTTER CREEKCENTERLINE OF OTTER CREEKPROPERTY LINE ISCONC
CONC
OTTER CREEKCENTERLINE OF OTTER CREEKPROPERTY LI
NE
I
SF
F
F
F
F
C
F
C
F
C
F
C
F
F
F
F
F
F
F
F
F
Site Station Structure
No.(From/To)Size / Type
1 -L- 15+50 to 17+75 145' Bridge X 1808 14 1822
145' Bridge X 594 1835 2429
2402 1849 4251 0 0 0 0 0
NOTES:
Revised 2018 Feb SHEET 3 OF 4
ALLOWABLE MITIGABLE
12/5/2019
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
48821.1.1
Edgecombe Co.
TIP# BR-0012
BUFFER
REPLACEMENT
IMPACTS
RIPARIAN BUFFER IMPACTS SUMMARY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
TOTALS*:
ROAD
CROSSING BRIDGE PARALLEL
IMPACT ZONE 1
(ft2)
ZONE 2
(ft2)
TYPE
ZONE 1
(ft2)
ZONE 2
(ft2)
1 -L- 15+50 to 17+75 780 381
780 381
Revised 2018 Feb SHEET 4 OF 4
WETLANDS IN BUFFER IMPACTS SUMMARY
48821.1.1
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
12/5/2019
Edgecombe Co.
TIP# BR-0012
WETLANDS IN
BUFFERS
SITE NO.
STATION
(FROM/TO)
TOTAL:
Rev. Jan 2009