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HomeMy WebLinkAboutpermit plansSITE 1
DATE: 05-26-22
SHEET 1 OF 11
PERMIT DRAWING
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 2
SITE 4
SITE 3
SITE 5
50 10050
50 10050
10 20 10
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.
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
$
$
$
$
$
$
S
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S
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E
$
$
$
$
$
$
$
$
$
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$
$
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D
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N
$
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$
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U
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$
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C
O
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A
C
T
:
A
R
T
MEN
N
A
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O
H
D
E
P
T
O
F TRA SPORT
T
IO
N
T
A TEOFN RT
CAR
O
LI
N
A
NCDOT BRIDGE PROGRAM MANAGER
VICINITY MAP
(NOT TO SCALE)
P
R
O
J
E
C
T
:
GRADING, PAVING, DRAINAGE AND STRUCTURE
TOTAL LENGTH TIP PROJECT = 0.374 MILES
LENGTH STRUCTURE TIP PROJECT = 0.019 MILES
LENGTH ROADWAY TIP PROJECT = 0.355 MILES
ENGINEER
ROADWAY DESIGN
2018 STANDARD SPECIFICATIONS
ONSLOW COUNTY
ON US 17B
-
5
6
5
2
B-5652
D %
V =MPH
%*T =
=
ADT
=2040ADT
K =%
55
5
60
* TTST =2%DUAL 3%
9
16,900=
22,300
LIMITS
PROJECT
B-5652
BRIDGE NO. 33 OVER WOLF SWAMP
-L_DET-
-L_DET- POC STA. 11+52.38
BEGIN DETOUR B-5652
-L_DET- POC STA. 27+15.34
END DETOUR B-5652
2022
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III.
P.E.45607.1.1
PLANS PREPARED FOR NCDOT BY:
MICHAEL PEKAREK, PE
JOSH DALTON, PE
DAVID STUTTS, PE
PEF ENGINEER
PROJECT ENGINEER
PEF ENGINEER
HYDRAULIC ENGINEER
ARTERIAL
FUNCTIONAL CLASS
STATEWIDE TIER
TO JACKSONVILLE -L_RT-
US 17
TO MAYSVILLE
W
O
L
F
S
W
A
M
P
-SBL-
-NBL-
-L_RT- POC STA. 29+73.00
END TIP PROJECT B-5652
2B-1
4 &
2B-2
5 &
-L_RT- POT STA. 10+00.00
BEGIN TIP PROJECT B-5652
45607.2.1 R/W, UTL
45607.3.1 CONST.
SUNGATE DESIGN GROUP, P.A.
905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL (919) 859-2243
ENG FIRM LICENSE NO. C-890
See Sheet 1A For Index of Sheets
See Sheet 1B For Conventional Symbols
DECEMBER 12, 2022
NOVEMBER 22, 2021
www.mottmac.com/americas
(919) 552-2254 (Fax)
(919) 552-2253
Fuquay-Varina, NC 27526
LICENSE NO. F-0669
PRE ROW PLANS
-L_RT- POT STA. 20+14.00
BEGIN BRIDGE
-L_RT- POT STA. 21+14.00
END BRIDGE
-L_DET- POT STA. 18+87.00
BEGIN BRIDGE
-L_DET- POT STA. 19+57.00
END BRIDGE
1411
1408
1478 1808
1407
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M
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.
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K
e
ll
u
m
L
o
o
p
R
d
.
R
d.
Rd.
1325
1324
1327
1328
1326
1926
1327
14101918
Kellum
1409
1327
17
17
K
ell
u
m
R
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385416.47 2491083.98
2491083.98385416.47
23.35
WA
WB WC
WD
WF
WE
WA
IMPSON
NGINEERS
&SSOCIATESAES
www.simpsonengr.com
(919) 852-0598 (Fax)
(919) 852-0468
Cary, NC 27518
Suite 200
5640 Dillard Drive
LICENSE NO. C-2521
NAD 83/2011Submitted 8/22/2022
cr ,------------------------------------------------------------------------------------------------------T--:::::::::-:-::;;--;:��-=-:--:;�;::-;-:::-7c :::�P-•�o�J�EC�TJ_•�ESF,.,E�R�E=-N�C�E:�N_O�=· :::J:::�s..,H�E�E;T�N�O�.::J, "er PERMIT DRAWING 8-5652 28-/ � SHE ET 2 0 F 11 ROADWAY :IG:EET NO HY DRAULICS ENGINEER
HAND CLEARING DATE: 05-26-22
FILL IN WETLAND
DETOUR
BDM VENTURES LLC
WOODS
TVFO-
ENGINEER
DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED
Prepare in I e
Office of:
IIOTT � ��u:;:v:��a, NC 27526
P:U.CDONALD www.mottmac.com'amerioos
SUNGATE DESIGN GROUP, PA
905JONES FRANKLIN ROAD RA LEIGH, NORTHCAROLINA27006 TEL(919)859-2243 ENGFIRMLICENSENO.C-800
FD
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SITE 1
0 JOEY L HUMPHREY
-
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SI
/ I/�
2' BASE DITCH W/CL I RIP RAP EST 240 TONS EST 500 SY GEOTEXTILE EST 193 CY DDE SLOPE�5.0% LENGTH � 260 LF SEE DETAIL #1 0 ROBERT DAL TON KELLUM
0 0
0 0 +
C"'l C"'l 4.
�
tu 0 i
Natural Graund
DETAIL 2 LATERAL BASE DITCH (Notto Scole] I b I
D '?i";,, 1",ft. w Min. D=2.0 Ft. B"'5,0 Ft, b=5.0 Ft.
Fill Slope Natural
DETAIL 4 LATERAL BASE DITCH (Notto Sc11l11)
Min. D=2.0 Ft. Mox. d=2.0 R. B=-5.0 Ft. b=5.0 Ft.
Fill Slope
DETAIL 1 STANDARD BASE DITCH (Notto Stole) *NOTE: REMOVE ALL EXISTING
PILING RUINS AS PART OF
BRIDGE REMOVAL."When Bis< 6.0' FROM STA 15+50 TO STA 18+00 -L_RT-Type of Liner-Class I Rip-Rap
FROM STA. 18+00 TO STA. 18+50 -L_RT-
"When Bis< 6.0' B=J.O Ft. T e of Liner-Class I Ri Ra
FROM STA.21+62 TO STA.24+00 -L_RT-
FOR -L_DET-PROFILE, SEE SHEET 7
FOR -L RT-DESIGN, SEE SHEET 4 & 5
Submitted 8/22/2022
Natural Ground
DETAIL 2 LATERAL BASE DITCH (Notto Scale]
w
I b I
Min. D=2.0 Ft. g,.5,0 Ft, b=5.0 Ft.
Fill Slope
FROM STA. 15+50 TO STA 18+00 -L_RT-
HAND CLEARING
FILL IN WETLAND
Natural
DETAIL 4 LATERAL BASE DITCH (Notto Scale)
"When Bis < 6.0'
Min. D=2.0 ft. Mox. d=2.0 R. B=-5.0 Ft. b=5.0 Ft. Type of Liner-Class I Rip-Rap
FROM STA. 18+00 TO STA. 18+50 -L_RT-
Fill Slope
DETAIL 1 STANDARD BASE DITCH (Notto Stole)
T e of Liner-Class I Ri Ra FROM STA.21+62 TO STA.24+00 -L_RT-
DETOUR
DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED
Prepare in I e
Office of:
0 ROBERT DAL TON KELLUM
.
\
\� l r :J J ):c. �\ � ))\1 ,�
*NOTE: REMOVE ALL EXISTING
PILING RUINS AS PART OF
BRIDGE REMOVAL.
FOR -L DET-PROFILE, SEE SHEET 7
FOR L-RT-DESIGN, SEE SHEET 4 & 5
Submitted 8/22/2022
er r--------------------------------------------------------------------------------------------------------------------,------------,-------, u PROJECT REFERENCE NO. SHEET NO.
C: " CD
�INGR/W
---
0
JOEY L HUMPHREY
Natural
Ground
DETAIL 4 LATERAL BASE DITCH (No1to Smle)
"When Bis<: 6.0'
Min. D=2.0 Ft.
Max. d-2.0 Ft.
8-5.0 Ft.
b=S.0 Ft. Type of Liner• Class I Rip-Rap
FROM STA. 18+00 TO STA. 18+50 -L_RT-
Fill
Slope Natural
Ground
I
/ :fWUlF \.
DETAIL 2 LATERAL BASE DITCH
(Notto Scale}
I b I D "!,';:,. lA,ft. w Min. D=2.0 Ft.
B-5.0 Ft.
b-5.0 Ft.
FILL IN WETLAND
WETLAND EXCAVATION
MECHANIZED CLEARING
SURFACE WATER IMPACTS
TEMPORARY SURFACE WATER IMPACTS
WOODS
'±
- -- - :£ - -± --::t'.- -��-: ---- � -- -LAT. 5' 13ASE DITCH
Fill
Slope
EST 1,360 CY DDE SEE DETAIL #
DETAIL 1 STANDARD BASE DITCH
{Notto Srole)
"When 8 is< 6.0' 8=3.0 Ft.
DAYLIGHT DITCH AT WETLAND LAT. 5' BASE DITCH W/CL I RIP RAP
POND
EST 80 TONS EST 140 SY GEOTEXTILE ,)' EST 135 CY DDE SEE DETAIL #4
FROM STA. 15+50 TO STA. 18+00 -L_RT-
BDM VENTURES LLC
DETAIL 3
B-5652mt SHEET NO. ROADWAY DESIGN ENGINEER
4
HYDRAULICS ENGINEER
BANK & SCOUR HOLE STABILIZATION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED [Notto S011111)
Prepare in I e
Office of:
IIOTT � ��u:;:v:��a, NC 27526
P:U.CDONALD www.mottmac.com'amerioos
SUNGATE DESIGN GROUP, P.A.
STA. 20+57 -L_RT-
905JONES FRANKLIN ROAD RA LEIGH, NORTHCAROLINA27006 TEL(919)859-2243 ENGFIRMLICENSENO.C-800
PERMIT DRAWING SHEET 4 OF 11
DATE: 05-26-22
,.-----f� .·· �VE EXISTING CONCRETE PIERS · 1' BELOW GROUND
SITE 4
INSTALL CLASS I RIP RAP IN SCOUR HOLE & STREAMBANK STABILIZATION WOODS EST 105 TONS EST 150 SY GEOTEXTILE SEE DETAIL #3
2' BASE DITCH W/CL I RIP RAP EST 240 TONS EST 500 SY GEOTEXTILE EST 193 CY DDE SEE DETAIL #1
0
ROBERT DAL TON KELLUM
*NOTE: REMOVE ALL EXISTING
PILING RUINS AS PART OF
BRIDGE REMOVAL.
FOR -L_RT-PROFILE, SEE SHEET 6
LO
1-w w ::c
(,/)
w w (,/)
0 0 . 0 LO +
M N
(,/)
I b2
...J
w z
...J :::c u
FOR DETOUR DESIGN, SEE SHEETS 2B-l & 2B-2
Submitted 8/22/2022
.. --------------------------------------------=====:-------------------------------------------------------
�==PR�O�JE�CT[R�E�FE�RE�N�CE;N�O;.�=t=�S�HE�ET�NO�.
=� B-5652 4 �
� 1-1-==�::::�j-�;�SH�E�IT=NfO=·==�;;;;;�;===�
" F ROADWAY DESIGN HYDRAULICS
C:
ENGINEER ENGINEER
Natural Ground
Min. D=2.0 Ft.
Max. d-2.0 Ft.
"When Bis <: 6.0' 8-5.0 Ft.
Type of Liner• Class I Rip-Rap b = S.O Ft.
FROM STA. 18+00 TO STA. 18+50 -L_RT-
Fill Slope Natural Ground w
��* * *J
�
�
Min. D=2.0 Ft.
B-5.0 Ft.
b-5.0 Ft.
Fill Slope
FROM STA. 15+50 TO STA. 18+00 -L_RT-
FILL IN WETLAND
WETLAND EXCAVATION
MECHANIZED CLEARING
SURFACE WATER IMPACTS TEMPORARY
SURFACE WATER IMPACTS
DETAIL 1 STANDARD BASE DITCH
{Notto Srole)
"When 8 is< 6.0' 8=3.0 Ft.
DETAIL 3
DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED
Prepare in I e
Office of:
SUNGATE DESIGN GROUP, PA
STA. 20+57 -L_RT-
905JONES FRANKLIN ROAD RA LEIGH, NORTHCAROLINA27006 TEL(919)859-2243 ENGFIRMLICENSENO.C-800
PERMIT DRAWING SHEET 5 OF 11
DATE: 05-26-22
� / 0
/ Ln"l /I I j \., ; f. �.c ovE EJIISTING \:oNCRm PrERs J I I .! ( kl /// 1' BEl.eW GROUND "_ l \ / l'l3TALL CLASS I RIP "I" IN SCOUR OLE ! &<--STREAMBANK STABILIZATION / WOODS \ � ( ( (ESY,05 TONS /
" \ \ E,S'r 150 SY GEOTE>fflLE / ) � 1 EE DETAIL #3 / ( N \ \0 I =----" /' !)I\±
LO
I b2
...J
w z
...J
I :::C � u
SITE 4 □�
0
ROBERT DAL TON KELLUM
*NOTE: REMOVE ALL EXISTING
PILING RUINS AS PART OF
BRIDGE REMOVAL.
FOR -L RT-PROFILE, SEE SHEET 6
FOR DETOUR DESIGN, SEE SHEETS 2B-l & 2B-2
Submitted 8/22/2022
11 I 1.
11
il__-
11
11
11
11
---------
SURFACE WATER IMPACTS
TEMPORARY SURFACE WATER IMPACTS
HAND CLEARING
FILL IN WETLAND
/ / / _/
SITE 1
8xl2 TRIPLE BARREL
II
II
II
II
50' 25' 0 50' 100' I I 11 I I 1111 I ===-===-I =:::::::::::: I SCALE: l" = 50'
PERMIT DRAWING SHEET 6 OF 11
DATE: 05-26-22
PROJECT REFERENCE NO. SHEET NO.
mt SHEET NO.
ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER
INCOMPLE E PLAN§ DO NOT USE FOR / W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED
NOTE: REMOVE ALL EXISTING PILING RUINS AS PART OF BRIDGE REMOVAL
SITE 3 I I I I 11-----\\ -�-----r----l -----� \\-----�-
\ I � I I C\J
�----
Submitted 8/22/2022
SHEET 7 OF 11
PERMIT DRAWING
DATE: 05-26-22
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
5
/
2
8
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
$
$
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$
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Office of:
Prepared in the
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com/americas
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL (919) 859-2243 FAX (919) 859-6258
ENG FIRM LICENSE NO. C-890
B-5652 6
0
10
20
30
40
0
10
20
30
40
50
0
10
20
30
40
0
10
20
30
40
50
0
10
20
30
40
0
10
20
30
40
50
DITCH LEGEND
RIGHT DITCH
0
10
20
30
40
REMOVE EXISTING BRIDGE
(+)0.8375%(-)0.3042%
11 12 13 14 15 16 17 18 19 20 21 22 23
0
10
20
30
40
50
10
ELEV=20.3
PI STA 15+50 -L- RT
(-) 0.6000%
ELEV=18.5
PI STA 18+50 -L- RT 3.5' MIN.
NWSE=13.0
WSE ON 12-17-18=11.3
(UNDER US 17 SB)
EXISTING 3 @ 12' X 8' RCBC
LOW CHORD
LOW SIDE
SKEW=90 DEG
W/ 4'-0" END BENT CAPS
1@100' 54" PSCG
CL GRADE ELEV=31.98
CL STA 20+64 -L_RT-
(STRUCTURE PAY ITEM)
EST. 54 CY
AT CENTERLINE
EXCAVATE TO APPROX. EL. 19.0
(STRUCTURE PAY ITEM)
1.5:1 NORMAL
TO TOP OF BERM
CLASS II RIP RAP(STRUCTURE PAY ITEM)
1.5:1 NORMAL
TO TOP OF BERM
CLASS II RIP RAP
(ROADWAY PAY ITEM)
STREAMBANK STABILIZATION
CLASS II RIP RAP
ELEV=13.0
PI STA 21+62 -L- RT
(+) 5.462%
24 25 26 27 28 29 30 31 32
ELEV=26.0
PI STA 24+00 -L- RT
FOR -L_RT- PLAN VIEW SEE SHEETS 4 & 5
PI = 19+10.00
EL = 32.45'
VC = 190'
K = 166
-L_RT- STA. 10+00.00
BEGIN OVERLAY
BEGIN PROJECT
EL. = 31.11'
-L_RT- STA 17+50.00
BEGIN GRADE
END OVERLAY
EL. = 31.72'
-L_RT- STA 21+50.00
END GRADE
BEGIN OVERLAY
-L_RT-
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
= 1043
= 50
= 19.3
= 1849
= 100
= 19.9
= >3280
= >500
= 30.6
-L_RT- STA 20+14.00
BEGIN BRIDGE
-L_RT- STA 21+14.00
END BRIDGE
= 12-17-18
= 11.3
EL. = 29.54'
N=385490 E=2491620
-L- STA 24+86.70 OFF 298.39'
BM1: TIE IN 18" OAK
BENCH MARK #2
-L_RT-
-L_RT- STA. 29+73.00
END OVERLAY
END PROJECT
Submitted 8/22/2022
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
5
/
2
8
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
7B-5652
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
10
20
30
40
0
10
20
30
40
50
0
10
20
30
40
0
10
20
30
40
50
0
10
20
30
40
0
10
20
30
40
50
0
10
20
30
40
0
10
20
30
40
10 11 12 13 14 15 16 17 18 19 20 21 22
50
(-)0.3472%(+)0.5444%
(+)0.5444%(-)0.3021%
(-)0.3021%
1.5:1 SLOPE
TO TOP OF BERM
CLASS II RIP RAP
WSE ON 12-17-18=10.8
NWSE=13.0
1.5:1 SLOPE
TO TOP OF BERM
CLASS II RIP RAP
SKEW= 90 DEG
W/ 4'-0" END BENT CAPS
SPAN ARRANGEMENT TO BE DETERMINED BY CONTRACTOR
ASSUMED 3' STRUCTURE DEPTH
DETOUR BRIDGE (OAL = 70')
CL GRADE ELEV.=30.4'
CL STA 19+22 -LDET-
22 23 24 25 26 27 28
(+)1.7966%
DATE: 05-26-22
SHEET 8 OF 11
PERMIT DRAWING
FOR -L_DET- PLAN VIEW SEE SHEETS 2B-1 & 2B-2
EL. = 30.54'
-L_DET- STA 13+88.57
BEGIN GRADE
-L_DET-
PI = 15+70.00
EL = 29.91'
VC = 180'
K = 202
PI = 17+50.00
EL = 30.89'
VC = 180'
K = 213
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
= 662
= 10
= 17.3
= 1849
= 100
= 20.9
= N/A
= N/A
= N/A
= 12-17-18
= 10.8
-L_DET- STA 18+87.00
BEGIN BRIDGE
-L_DET- STA 19+57.00
END BRIDGE
EL. = 33.64'
-L_DET- STA 24+52.10
END GRADE
PI = 22+20.00
EL = 29.47'
VC = 200'
K = 95
-L_DET-
Submitted 8/22/2022
00
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1010
1010
2020
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3030
3030
4040
4040
5050
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6060
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7070
7070
8080
8080
9090
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100100
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120120
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130130
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X-3B-5652
-L_RT-
5 10
30.75
0.020 0.020
3:
1
3:1
12.50:1
2:
1
22.03' LT
-L_DET- 14+63.64
30.72
0.020 0.020
3:
1
3:112.50:1
2:
1
27.23' LT
-L_DET- 15+13.97
30.79
0.013 0.012
3:
1 3:112.50:1
2:
1
32.87' LT
-L_DET- 15+64.37
SITE 1
DATE: 05-26-22
SHEET 9 OF 11
PERMIT DRAWING
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EXCAVATION
EXCAVATION
SITE 1
Submitted 8/22/2022
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1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
$
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PROJ. REFERENCE NO.SHEET NO.0
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30 30
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50 50
10 10
20+00.00
X-5B-5652
-L_RT-
5 10
31.67
0.020 0.020
2:
1
0.028 0.0283:1 12.58:1
FINAL GRADING
13:1
31.72
0.020 0.020
2:
1
0.020 0.0043:1
7:1
FINAL GRADING
11:1
31.70
0.020 0.020
2:
1
0.020
3:
1
3:16:1 0.020
FINAL GRADING
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FILL IN WETLAND
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SITE 1
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SITE 1
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FILL IN WETLAND
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SHEET 10 OF 11
PERMIT DRAWING
DATE: 05-26-22
SITE 1
FILL IN WETLAND
Submitted 8/22/2022
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 12+72 to 15+05-L-RT ROADWAY FILL 0.04 0.02
15+40 to 20+43-L-RT ROADWAY FILL 0.19 < 0.01
15+39 to 16+98-L-RT DITCH 0.04
2 18+49 to 18+59-L-RT DITCH < 0.01
3 20+32 to 20+83-L-LT SCOUR HOLE RIP RAP 0.01 < 0.01 24 10
20+47 to 20+71-L-BANK STABILIZATION 25
4 21+43 to 21+73-L-RT DITCH OUTLET < 0.01 32
5 18+20 to 18+41-L-RT PIPE OUTLET 0.01
TOTALS*:0.25 0.04 < 0.01 0.03 0.01 0.01 49 42 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 11 OF 11
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
ONSLOW COUNTY
B-5652
45607.1.1
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
05-26-22
Site 3: Temporary impacts for dewatering
There is 0.01 acre of Temporary Fill in Hand Clearing areas for Erosion Control.
Submitted 8/22/2022