20190585 Ver 2_B-4593 Nationwide CAMA Modification May 6 2022_20230203

Project Submittal Interim Form
Updated September 4, 2020
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type:*
Pre-Filing Meeting Date Request was submitted on:
Name:
Email Address:*
Existing ID #:*Existing Version:*
Project Name:*
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Is this a DOT project?*
Is the project located within a NC DCM Area of Environmental Concern (AEC)?*
TIP#:WBS#:
County (ies)*
For the Record Only (Courtesy Copy)
New Project
Modification/New Project with Existing ID
More Information Response
Other Agency Comments
Pre-Application Submittal
Re-Issuance\Renewal Request
Stream or Buffer Appeal
5/3/2019
Project Contact Information
Gordon Cashin
Who is submitting the information?
[e-mail]
Project Information
20190585
20170001 (no dashes)
1
1
Bridge 38 over Trent Creek
Yes
No
Yes
No
Yes No Unknown
B-4593 42328.1.2
(Applies to DOT projects only)
Please upload all files that need to be submited.
Describe the attachments or add comments:
*
I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the
best of my knowledge and belief.
I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
I agree that submission of this online form is a “transaction” subject to Chapter 66, Article 40 of the NC General
Statutes (the “Uniform Electronic Transactions Act”);
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the “Uniform Electronic Transactions Act”);
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
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Submittal Date:
Pamlico
Click the upload button or drag and drop files here to attach document
B-4593 Nationwide CAMA Modification May 6
2022.pdf 3.78MB
Only pdf or kmz files are accepted.
Revised utility permit drawings resulting from changes to utility relocation methodology though no changes to
permitted impact totals.
By checking the box and signing box below, I certify that:
5/6/2022
Is filled in automatically once submitted.
B-4593 Utility Narrative
Pamlico County, North Carolina
Updated April 20, 2022
Duke Energy

Contact Information: Alex Craig [phone] ext. 7304
[e-mail]

Duke Energy will be placing (6) new poles in the new PUE acquired north of NC Hwy 55, removing (5)
existing poles north of NC Hwy 55, placing (1) new pole south of NC Hwy 55, and installing (11) and
replacing (1) guys and anchors.

Wetland areas will be impacted by the installation of (6) new poles and (11) guys and anchors in the
wetland areas and the clearing required. The clearing for the proposed power lines will be 30 feet wide
(15 feet on each side of the lines), and the hand clearing impacts total 0.65 acres. There are also 36
square feet of utility pole impacts are attributed to Duke Energy. Additionally, Duke Energy guy
wires/anchors account for 33 square feet of impacts.

CenturyLink

Contact Information: Rod Medlin [phone]
[e-mail]

CenturyLink will be removing (2) poles, installing (4) guys and anchors, and abandoning buried cables
south of NC Hwy 55. The replacement copper and fiber cables will be placed on the north side on NC
Hwy 55 both buried in the R/W, and aerially west of the project, then both aerially attached to the new
Duke poles inside the project, then riser down the existing pole at Florence Road, and buried under NC
Hwy 55 to an existing handhole south of NC Hwy 55.

Wetland areas will be impacted by the installation of (2) guys and anchors in the wetland which account
for 6 square feet of impacts.

Spectrum

Contact Information: Stan Ramsay [phone]
[e-mail]

Spectrum will be abandoning buried cable south of NC Hwy 55, and removed from the aerial crossing
attached to CenturyLink’s poles (to be removed). Spectrum will be attaching to Duke’s new poles north
of NC Hwy 55, and to Duke’s existing poles until they are east of Florence Rd. Then, they will go buried
under NC Hwy 55 to tie back into their existing facilities west of N Trent Rd. Spectrum will be installing
(4) guys and anchors.
Wetland areas will be impacted by the installation of (3) guys and anchors in the wetland areas which
account for 9 square feet of impacts.

Bay River Metropolitan Sewer

Contact Information: Eric Harper - [phone] - [phone] (office)
[e-mail]
Chris Venters [phone]
[e-mail]
Bay River Metropolitan Sewer will be abandoning approximately 1184 LF of 6-inch PVC sanitary sewer
forcemain north on the northside of NC Hwy 55. The abandoned segment will be replaced by
approximately 207 LF of 8-inch PVC forcemain, 1050 LF of 8-inch FPVC forcemain, two 8-inch insertion
valves, 2 8-inch 11.25-degree bends, one 8-inch 22.5 degree bends, two combination air valve and
vaults, and two 10”x8” HDPE Reducers with 8” MJ Adaptors. The new segment will connect to the
existing sanitary sewer forcemain east and west of the bridge. The proposed forcemain will cross
underneath Trent Creek (maintaining a 20’ minimum separation below the bottom of the channel) with
1050 LF of directionally drilled 8-inch FPVC. All open cut sections are outside the wetland boundary, so,
there are no wetland impacts associated with this relocation.
Pamlico County Water

Contact Information: Jeff Sanders [phone], [phone] (office)
[e-mail]
Paul Campbell [phone], [phone] (office)
[e-mail]

Pamlico County Water will be removing/abandoning approximately 1111 feet of 8-inch PVC waterline on
the south side of NC Hwy 55. The existing waterline is suspended from the existing bridge. This segment
will be removed. The removed/abandoned segment of waterline will be replaced with approximately
265 LF of 8-inch PVC, 980 LF of 10” HDPE, two 8-inch insertion valves, three 8-inch 90-degree bends, an
8-inch 22.5-degree bend, an 8-inch 45-degree bend, and two 10”x8” HDPE Reducers with 8” MJ
Adaptors. The new segment will cross NC Hwy 55 West and East of the bridge, requiring 40 and 60 LF of
16-inch steel casing respectively. The steel casing will be bore and jacked which will require a 30’x15’
bore pit at the east and west crossings. Both bore pits will be north of NC Hwy 55. The new segment will
connect to the existing waterline at the crossings of NC Hwy 55 which will require 15’x15’ receiving pits
at both locations. The proposed waterline will cross underneath Trent Creek (maintaining a 20’
minimum separation below the bottom of the channel) with 960 LF of directionally drilled 10-inch HDPE.
Wetland areas will be impacted by the bore pits at both crossings of NC Hwy 55 (north of NC Hwy 55),
the receiving pit south of NC Hwy 55 and east of the bridge, and some open cut installation east of the
bridge. These impacts total 0.014 acres (164 square feet in Site 2 and 453 square feet in Site 3). Note it
was assumed excavation limits for the open cut section would extend 7.0’ from the center of the
waterline.

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GRAPHIC SCALES
SHEET NO.
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
T.I.P. NO.
INDEX OF SHEETS
FAX [phone]
PHONE [phone]
RALEIGH NC 27699-1555
1555 MAIL SERVICES CENTER
UTILITIES UNIT
DIVISION OF HIGHWAYS

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PREPARED IN THE OFFICE OF
UNTIL ALL SIGNATURES ARE COMPLETED
DOCUMENT NOT CONSIDERED FINAL
FIRM NO. P-0339
www.summitde.net
Fax: [phone]
Voice: [phone]
Hillsborough, NC 27278-8551
504 Meadowland Drive
PROJECT ENGINEERBRANDON W. JOHNSON, PE
B-4593

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PAMLICO COUNTY
LOCATION:
TYPE OF WORK:
BRIDGE NO. 38 ON NC 55 OVER TRENT CREEK
NC GRID
NAD 83 NA 2011
BEGIN BRIDGE
END BRIDGE
4,6 5,7
-L- STA. 11+00.00
END BRIDGEBEGIN BRIDGE
-L- STA. 26+00.00
TO BAYBORO
TO

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SR 132
2
BEGIN TIP PROJECT B-4593
END TIP PROJECT B-4593
-L- STA. 27+00.00
END CONSTRUCTION
-L- STA. 16+22.00
-L- STA. 17+82.00
-Y1- STA. 11+37.94
END CONSTRUCTION
-LDET- STA. 15+35.00 -LDET- STA. 16+75.00
0
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PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
0
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505025
50 25
10 5 10 20
10050
100
NEU PERMIT PLANS
UE-1
UE-2 THRU UE-3
UE-1
SHEET NO.:
UTILITY CONSTRUCTION PLAN
TITLE SHEET
DESCRIPTION:
UTILITY OWNERS ON PROJECT
PROJECT DESIGNER
SITE 2&3: UTILITY IMPACTS
PERMIT PACKAGE)
(SHOWN IN SEPERATE
SITE 1: ROADWAY IMPACTS
WATER, AND SANITARY SEWER
RELOCATION OF POWER, TELEPHONE, CABLE,
FAITH E. JAHNKE, PE
SITE 2 SITE 3
METROPOLITAN
(E) SANITARY SEWER - BAY RIVER
(D) WATER - PAMLICO COUNTY WATER
(C) CABLE - SPECTRUM
(B) POWER - DUKE ENERGY
(A) TELEPHONE - CENTURYLINK
KELVIN S. MARTIN, EI
REGIONAL UTILITIES ENGINEERNABIL HAMDAN
REGIONAL UTILITY COORDINATORKYLE PLEASANT
SENIOR UTILITY COORDINATORLARRY M. JAMES, JR.
SENIOR UTILITIES ENGINEER
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VICINITY MAP
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B-4593
PROJECT
RIVER
RI
VE
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BAY
Stonewall
Trent
Church
Central
School
T
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Creek
Trent
Creek
C
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a
p
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55
55
55
Bayboro
Main
St.
Gibbtown
55
55
Callisons
Merritt
Tr
e
nt
Cr.
BAY
P rong
South
North Prong
pop. 282
304
BAY
RIVER
See Sheet 1C-1 For Survey Control Sheet
See Sheet 1B For Conventional Plan Sheet Symbols
See Sheet 1A For Index of Sheets
NC GRID
NAD 83 NA 2011
C
1002
1203
1209
1209
1342
1337
1337
1334
1336
1212
1335
1315
1336
1335
1334
1324
1333
1322
1316
1323
1324
1322
W
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Stre
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Chinchilla Drive
R
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R
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Callison
Road
Spruill RoadTrent
Road
Flo
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Ro
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Gibbtown Road
Gibb
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F
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Submitted 5/6/2022
DUKE ENERGY
AERIAL
CABLES
CENTURYLINK
AERIAL
CABLES
SPECTRUM
AERIAL
IN PLACE
CABLES ABANDONED
BURIED CENTURYLINK
IN PLACE
CATV ABANDONED
BURIED SPECTRUM
OVERHEAD GUY
DUKE ENERGY
OVERHEAD GUY
SPECTRUM
POLE
REM DUKE
POLE
NEW DUKE
POLE
NEW DUKE
POLE
NEW DUKE
DUKE POLE
REPLACE
POLE
REM DUKE
POLE
NEW DUKE
POLE
NEW DUKE
POLE
REM DUKE
POLE
REM CENTURYLINK
POLE
REM CENTURYLINK
CABLE
CENTURYLINK
NEW BURIED
PROP. 8" PVC WATER
& VAULT (Sewer Only)
PROP. COMBO. AIR VALVE
CASING (Bore & Jack)
PROP. 40 LF OF 16"STEEL
(Abandon)
EX. 8" WATER
(Abandon)
8" FORCEMAIN
OPEN CUT
BORE PIT
PROP. 30'x15'
PROP. 8" PVC FORCEMAIN
OPEN CUT
RECIEVING PIT
PROP. 15'x15'
8" MJ ADAPTER
W/ REDUCER
PROP. 10"x8" HDPE
+07
+97
+97
+07
HC HC
CLEARING
DENOTES HAND
SHEET 2 OF 5
PERMIT DRAWING
SITE 2
SITE 3
RDY-4, UE-2
CAMA
Wetland
CAMA
Wetland
CAMA
Wetland
CAMA
Wetland
<0.01 ACRES SITE 3
<0.01 ACRES SITE 2
(THIS SHEET):
TOTAL EXCAVATION
0.12 ACRES SITE 3
0.31 ACRES SITE 2
(THIS SHEET)
TOTAL HAND CLEARING
SITE 3 IS ALL WETLAND AREAS EAST OF TRENT CREEK
NOTE: SITE 2 IS ALL WETLAND AREAS WEST OF TRENT CREEK AND
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NC HWY 55 24' BST
NC HWY 55 24' BST
BS1=7.58'
BS2=7.58'
BS3=7.64'
BS4=7.60'
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NC GRID
NAD 83 NA 2011
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Bay River MSD, 6 ", PVC
Pamlico County, 8 ", PVC
Bay River MSD, 6 ", PVC
Pamlico County, 8 ", PVC
ARV ARV
on Bridge
Water Line Suspended
Under Creek
Force Main BoredS 71°23'48" W317.97'
S 89°25'00" E
175.68'
S 68°50'54" E
59.52'
S

50
°34'
12
" E
113
.23'
S
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°
22'
31
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E
99.
53'
S

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EXISTING R/W
EXISTING R/W
WOODED
-BL- 1
WOODED
WOODED
VIOLET MOLLANO
DB 352 PG 25
WOODED
WOODED
WOODED
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
WOODED
WOODED
WOODED
JAMES BRINSON, et ux
DB 213 PG 649
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
JOHN L. McCOTTER, III
DB 353 PG 86041.98'+97.56WA
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-4593
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FOR PROFILE, SEE SHEET 8
FOR ONSITE DETOUR, SEE SHEET 6
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-L- STA. 16+22.00
BEGIN BRIDGE
-L- STA. 17+82.00
END BRIDGE
-L- STA. 18+06.17
END APP. SLAB
-L- STA. 15+97.83
BEGIN APP. SLAB
SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP
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SEE SHEETS S-1 THRU S-42 FOR STRUCTURES PLANS
PR OFESS
IO
N
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NG INEER
N ORTH CARO
LINA
SEAL
046981
EKNHAJ .E H
T
IAF
PR OFESS
IO
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E
NG INEER
N ORTH CARO
LINA
SEAL
053755 TT
ENTRAH .M K
CIRT
A
P
10
15
8
:1
TYPE-III
TYPE-III
TYPE-III
TYPE-III
EX R/W
50.00 RT
+17.00 -L-
EX R/W
50.00 RT
+86.00 -L-
EX R/W
48.00 LT
+21.00 -L-
EX R/W
46.00 LT
+28.00 -L-
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NC HWY 55 24' BST
NC HWY 55 24' BST
NC GRID
NAD 83 NA 2011
T
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ARV ARV
6
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0
0
'
EXISTING R/W
EXISTING R/W
WOODED
WOODED
WOODED
VIOLET MOLLANO
DB 352 PG 25
WOODED
WOODED
WOODED
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
JOHN L. McCOTTER, III
DB 353 PG 860
MB 7 PG 78
WOODED
WOODED
WOODED
JAMES BRINSON, et ux
DB 213 PG 649
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
JOHN L. McCOTTER, III
DB 353 PG 86041.98'+97.56
TYPE-III
TYPE-III
TYPE-III
TYPE-III
ROADWAY CENTERLINE
m
in
.
1
0
'
OPEN CUT DIRECTIONAL DRILL
HORIZ.
12+00
15+00 19+0017+0016+00 18+0014+0013+00
11+0010+00
1050 LF of 8" FPVC Forcemain)
HORIZ. DIRECTIONAL DRILL (Approx.
of 10" HDPE Water)
DRILL (Approx. 980 LF
HORIZ. DIRECTIONAL
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI
15" RCP-III
1
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"

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Submitted 5/6/2022
Ground
Natural
PSRM
CASING (Bore & Jack)
PROP. 60 LF OF 16" STEEL
& VAULT (Sewer Only)
PROP. COMBO. AIR VALVE
(Abandon)
8" FORCEMAIN
of 10" HDPE Water)
DRILL (Approx. 980 LF
HORIZ. DIRECTIONAL
OPEN CUT
RECIEVING PIT
PROP. 15'x15'
(Abandon)
8" WATER
8" FPVC Forcemain)
DRILL (Approx. 1050 LF of
HORIZ. DIRECTIONAL
DUKE ENERGY
AERIAL
CABLES
SPECTRUM
AERIAL
CABLES
CENTURYLINK
AERIAL
CABLES
UNDERGROUND
CENTURYLINK
SPECTRUM CABLES
UNDERGROUND
IN PLACE
CABLES ABANDONED
BURIED CENTURYLINK
IN PLACE
CATV ABANDONED
BURIED SPECTRUM
CABLES
SPECTRUM
AERIAL
POLE
REPLACE DUKE
POLE
REM DUKE
POLE
REM DUKE
POLE
NEW DUKE
AERIAL CABLE
REPLACE DUKE
AERIAL CABLE
CENTURYLINKPOLE
NEW DUKE
( Not to Scale)
PSRM TOE PROTECTION
d
FROM STA. 23+89 TO STA. 24+30 -L- RT
Fill Slope3:1 or Flatter
d= 1 Ft.
Type of Liner= 58 SY OF PSRM
DETAIL 5-1
RDY-5, UE-3
CAMA
SITE 3
SHEET 3 OF 5
PERMIT DRAWING
Wetland
CAMA
Wetland
HC HC
CLEARING
DENOTES HAND
OPEN CUT
& RECIEVING PIT
PROP. 30'x15' BORE
0.01 ACRES SITE 3
(THIS SHEET):
TOTAL EXCAVATION

0.22 ACRES HC SITE 3
(THIS SHEET)
TOTAL HAND CLEARING
SITE 3 IS ALL WETLAND AREAS EAST OF TRENT CREEK
NOTE: SITE 2 IS ALL WETLAND AREAS WEST OF TRENT CREEK AND
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5B-4593
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FOR ONSITE DETOUR, SEE SHEET 7
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2
,
3
,
A
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D

4
.
-

F
E
J

19
0
1
3
1
2
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-
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2
2

12
:
18
f
a
i
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j
a
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n
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PR OFESS
IO
N
A
L
E
NG INEER
N ORTH CARO
LINA
SEAL
046981
EKNHAJ .E H
T
IAF
PR OFESS
IO
N
A
L
E
NG INEER
N ORTH CARO
LINA
SEAL
053755 TT
ENTRAH .M K
CIRT
A
P
2
0
15
10
8:1
AT-1
GREU TL-3
(EX R/W)
30.00 RT
+00.00 -L-EX R/W
40.00 RT
45.00 RT
+78.00 -L-
15" R
CP
15" R
CP
15
"
RC
P
2
4
" R
C
P
24" RCP
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v11
' C
ONC
11' CONC
CONC PAD
B
U
L
K
H
E
A
D
NC HWY 55 24' BST
JOHN L. McCOTTER, III
DB 353 PG 860
H
H
TC
T
C
T
T
PAMCAR FARMS, LLC
DB 306 PG 447
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
6
0
.0
0
'
EX
IS
T
ING

R
/W
E
X
IS
T
ING

R
/W
60.00'
E
XISTIN
G R/
W
E
XISTIN
G R/
W
60
.00
'
E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
WO
O
D
E
D
WO
O
D
E
D
WO
O
D
E
D
WO
O
D
E
D
S
R

13
2
4

F
LOR
E
N
C
E

R
OA
D

18
' B
S
T
SR 1322 N. TRENT RO
A
D 17' BST
B
S
T
BST
ECM
ECM
H
W
C
ON
C
NC GRID
NAD 83 NA 2011
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
DB 518 PG 710
ANDREW M. BUEHL, JR., et al
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
DB 337 PG 755
STEVEN LAVALLEE
DB 470 PG 147
1SBKD
PSRM TOE PROTECTION
FROM STA. 23+89 TO STA. 24+30 -L- RT
Type of Liner= 58 SY OF PSRM
DETAIL 5-1
C
117
116
118
119
121
120
122
123
124
125
126
127
15" R
CP
15" R
CP
15
"
RC
P
2
4
" R
C
P
24" RCP
v
v
v
v
v
v
v
v
v v
v11
' C
ONC
11' CONC
CONC PAD
B
U
L
K
H
E
A
D
NC HWY 55 24' BST
JOHN L. McCOTTER, III
DB 353 PG 860
H
H
TC
T
C
T
T
B
a
y
R
i
v
e
r
M
S
D
,
6
",
P
V
C
PAMCAR FARMS, LLC
DB 306 PG 447
N 58°49'00" W
758.64'
S 58°49'00" E
700.34'
N

2
8
°
2
3
'
3
4
"
E
17
2
.
9
2
'
N
54
°32
'26
"
W
180
.00
'
N

2
8
°2
3
'
3
4
"
E
6
7
.
8
0
'
N

50
°02'
26
" W
7
6
.
90'
N 84°25'26" W
58.50'
S
4
6
°2
2
'0
8
" W
14
0
.0
7
'
N
3
2°
45'
58
"
W
S

2
9
°0
0
'
4
3
"
W
13
7
.
8
8
'
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
6
0
.0
0
'
EX
IS
T
ING

R
/W
E
X
IS
T
ING

R
/W
60.00'
E
XISTIN
G R/
W
E
XISTIN
G R/
W
60
.00
'
E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
WO
O
D
E
D
WO
O
D
E
D
WO
O
D
E
D
WO
O
D
E
D
S
R

13
2
4

F
LOR
E
N
C
E

R
OA
D

18
' B
S
T
SR 1322 N. TRENT RO
A
D 17' BST
B
S
T
BST
N 69°52'39" E230.93'ECM
H
W
C
ON
C
NC GRID
NAD 83 NA 2011
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
DB 518 PG 710
ANDREW M. BUEHL, JR., et al
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
LARRY MASSENGILL, et al
DB 587 PG 274
MB 6 PG 53
PAMCAR FARMS, LLC
DB 306 PG 447
1SBKD
82.74'
+38.45
3
0
.
19
'
+
5
4
.
3
9
m
in
.
1
0
'
HO
R
IZ
.
D
R
IL
L

(S
ew
e
r)
D
IR
E
C
T
ION
A
L
(W
a
t
e
r)
O
P
EN
C
U
T
C
U
T
O
P
EN
HO
R
IZ
. D
IR
EC
T
IO
NA
L
D
R
ILL
20+0019+00 21
+
00
22
+
00
E
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
IV
Submitted 5/6/2022
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
Office of:
Prepared in the NC FIRM LICENSE No: P-0339
[phone] (FAX)
[phone]
Hillsborough, NC 27278
504 Meadowlands Drive
2
5
-
A
P
R
-
2
0
2
2

12
:
18
B
4
5
9
3
_
H
y
d
_
u
t
l
_
p
s
h
_
O
H
_
p
f
l
.
d
g
n
f
a
i
t
h
.
j
a
h
n
k
e
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B-4593
10 11 12 13 14 15 16 17
-20
-10
0
10
20
30
40
50
-20
-10
0
10
20
-20
-10
0
10
20
30
40
50
-20
-10
0
10
20
30
40
50
19 20 21 22 23 24 25
PR OFESS
IO
N
A
L
E
NG INEER
N ORTH CARO
LINA
SEAL
046981
EKNHAJ .E H
T
IAF
SEAL
046226
REENIGNE
LA
N
OISSEFORP A
NIL
O
RACHTRON
IK
SOKSTAP .
M
N
OSA
J
-OH-
-OH-
60
70
60
70
CLEARANCE = 23.0 FT
= 21.2 FT
CLEARANCE
CLEARANCE = 25.1 FT
CLEARANCE = 25.4 FT
CLEARANCE = 39.4 FT
CLEARANCE = 24.1 FT
CLEARANCE = 22.6 FT
1G5Y38 NCD45 1FMT63 1FMT64
1FMT65 1FMT66
1FMT67
NCD52
UE-4
30
40
60
70

18 19
CREEK
TRENT
OFFSET 32.5' -L- RT
STA. 10+32 -L-
STA. 10+00 -OH-
OFFSET 35.2' -L- LT
STA. 10+30 -L-
STA. 10+68 -OH-
OFFSET 59.6' -L- LT
STA. 12+39 -L-
STA. 12+78 -OH-
OFFSET 72.3' -L- LT
STA. 13+75 -L-
STA. 14+12 -OH-
OFFSET 72.6' -L- LT
STA. 15+89 -L-
STA. 16+27 -OH-
OFFSET 72.6' -L- LT
STA. 17+83 -L-
STA. 18+21 -OH-
OFFSET 71.6' -L- LT
STA. 20+96 -L-
STA. 21+36 -OH-
OFFSET 36.4' -L- LT
STA. 23+04 -L-
STA. 23+54 -OH-
CAMA WETLANDS
CAMA WETLANDS CAMA WETLANDS
SHEET 4 OF 5
PERMIT DRAWING
TOP OF POLE
5 INCHES FROM
DUKE SPAN GUY
TOP OF POLE
17 INCHES FROM
DUKE SPAN GUY
FROM TOP OF POLE
GUY 160 INCHES
JOINT USE SPAN
TOP OF POLE
58 INCHES FROM
DUKE SPAN GUY
TOP OF POLE
46 INCHES FROM
DUKE SPAN GUY
FROM TOP OF POLE
PRIMARY 10" AND 40"
TOP OF POLE
NEUTRAL 120" FROM
172" FROM TOP OF POLE
JOINT USE 160" AND
BELOW TOP OF POLE
PRIMARY 8" AND 16"
TOP OF POLE
NEUTRAL 96" BELOW
BELOW TOP OF POLES
JOINT USE 136" AND 148"
BELOW TOP OF POLES
JOINT USE 136" AND 148"
BELOW TOP OF POLE
PRIMARY 10" AND 22"
TOP OF POLE
NEUTRAL 96" BELOW
BELOW TOP OF POLE
PRIMARY 5" AND 28"
TOP OF POLE
NEUTRAL 106" BELOW
BELOW TOP OF POLES
JOINT USE 146" AND 158"
BELOW TOP OF POLE
PRIMARY 5" AND 40"
TOP OF POLE
NEUTRAL 120" BELOW
BELOW TOP OF POLES
JOINT USE 160" AND 172"
BELOW TOP OF POLE
PRIMARY 5" AND 40"
TOP OF POLE
NEUTRAL 120" BELOW
BELOW TOP OF POLES
JOINT USE 160" AND 172"
TOP OF POLE
NEUTRAL 96" BELOW
BELOW TOP OF POLES
JOINT USE 136" AND 148"
BELOW TOP OF POLE
PRIMARY 10" AND 22"
FROM TOP OF POLE
GUY 106 INCHES
JOINT USE SPAN (SPECTRUM)
SPECTRUM
CENTURYLINK
SPECTRUM
CENTURYLINK
DUKE PRIMARY 24 KV
DUKE PRIMARY 24 KV
DUKE NEUTRAL
DUKE PRIMARY 24 KV
DUKE PRIMARY 24 KV
DUKE NEUTRAL
Submitted 5/6/2022
& 8" PVC FORCEMAIN
PROP. 8" PVC WATER
& VAULT (Sewer Only)
PROP. COMBO. AIR VALVE
(Bore & Jack)
STEEL CASING
w/ 40 LF OF 16"
PROP. 8" PVC WATER
(Sewer Only)
AIR VALVE & VAULT
PROP. COMBO.
FORCEMAIN
PROP. 8" PVC
CASING (Bore & Jack)
w/ 60 LF OF 16" STEEL
PROP. 8"PVC WATER
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
Office of:
Prepared in the NC FIRM LICENSE No: P-0339
[phone] (FAX)
[phone]
Hillsborough, NC 27278
504 Meadowlands Drive
2
5
-
A
P
R
-
2
0
2
2

12
:
18
B
4
5
9
3
_
H
y
d
_
u
t
l
_
p
s
h
_
W
&
S
S
_
p
f
l
.
d
g
n
f
a
i
t
h
.
j
a
h
n
k
e
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B-4593
10 11 12 13 14 15 16 17
-30
0
-20
-10
0
10
20
-30
0
-20
-10
0
10
20
30
40
50
19 20 21 22 23 24 25
PR OFESS
IO
N
A
L
E
NG INEER
N ORTH CARO
LINA
SEAL
046981
EKNHAJ .E H
T
IAF
SEAL
046226
REENIGNE
LA
N
OISSEFORP A
NIL
O
RACHTRON
IK
SOKSTAP .
M
N
OSA
J
10
10 UE-5
30
40
60
70
18 19
-10
-20
-10
-20
CREEK
TRENT
-HWY-
-HWY-
M
A
T
C
H
L
I
N
E

-
L
-

S
T
A

1
9
+
0
0
CAMA WETLANDS CAMA WETLANDS
CAMA WETLANDS
S
T
A
.

1
7
+
0
0

-
H
W
Y
-
T
R
E
N
T

C
R
E
E
K

C
L
SHEET 5 OF 5
PERMIT DRAWING
****************************************
RR SPIKE SET IN 20" HARDWOOD
BL STATION 31+46.00 248' RIGHT
N 500252 E 2682858BM1 ELEVATION = 5.85****************************************
M
A
T
C
H
L
I
N
E

-
L
-

S
T
A

1
9
+
0
0
2
0
'
m
i
n
.
D
E
P
T
H
RADIUS
600' min.
RADIUS
600' min.
E
X.
T
V
E
X.
T
.
F
O
EX
. G
RA
D
E
EX. GRADE
S
T
A
.
10
+
5
5
N
C

H
WY
5
5
(
C
o
n
n
e
c
t

E
x
.
W
a
t
e
r
)
P
R
O
P
.

8
"
9
0
°
B
E
N
D
(
W
a
t
e
r
-

L
t
.
S
t
a
.
1
0
+
5
5
)
P
R
O
P
.

8
"

9
0
°
B
E
N
D
(
W
a
t
e
r
-

L
t
.
S
t
a
.
1
0
+
5
5
)
P
R
O
P
.

8
"

9
0
°
B
E
N
D
3
.
5
'
m
i
n
.
HORIZ. DIRECTIONAL DRILL (Approx. 1050 LF of 8" FPVC Forcemain)
B
E
N
D

(
S
e
w
e
r
)
P
R
O
P
.

8
"

1
1
.
2
5
°
(Water & Sewer)
WITH EX. SYSTEM
FUSED PIPING TO CONNECTION
RESTRAIN ALL JOINTS FROM
(Butt Fused - Sewer)
PROP. 8" 11.25° VERT. BEND
(Butt Fused - Sewer & Water)
2-PROP. 8" MJ ADAPTERS
ML STA.10+55
(
S
e
w
e
r
-

C
o
n
n
e
c
t
E
x
.

F
S
S
)
w
/
8
"

1
1
.
2
5
°

B
E
N
D
P
R
O
P
.

8
"
x
6
"

R
E
D
U
C
E
R
HORIZ. DIRECTIONAL DRILL (Approx. 980 LF of 10" HDPE Water)
(
A
b
a
n
d
o
n
)
E
X.
8
"
F
S
S
11.25° VERT. BEND (Butt Fused - Water)
PROP. 10"x8" HDPE REDUCER w/ 10"
BORE PIT
30'x15'
PROP.
PIT
RECIEVING
15'x15'
PROP.
****************************************
RR SPIKE SET IN 20" HARDWOOD
BL STATION 31+46.00 248' RIGHT
N 500252 E 2682858
BM1 ELEVATION = 5.85
****************************************
RADIUS
600' min.
3
.
5
'
m
i
n
.
EX.TV
EX.T.FO
EX. GRADE
EX. GRADE
S
T
A
.
2
1+
8
0

N
C

H
WY
5
5
(
W
a
t
e
r
-

L
t
.
S
t
a
.
2
1
+
8
0
)
P
R
O
P
.

8
"

2
2
.
5
°

&

4
5
°
B
E
N
D
PROP. GRADE
of 8" FPVC Forcemain)
DRILL (Approx. 1050 LF
HORIZ. DIRECTIONAL
of 10" HDPE Water)
DRILL (Approx. 980 LF
HORIZ. DIRECTIONAL
(Butt Fused - Water)
REDUCER w/ 8" MJ ADAPTER
PROP. 10"x8" HDPE
BEND (Butt Fused - Water)
PROP. 10"11.25° VERT.
(Butt Fused - Sewer)
BEND w/ 8" MJ ADAPTER
PROP. 8"11.25° VERT.
RESTRAIN ALL JOINTS FROM
WITH EX. SYSTEM (Water & Sewer)
FUSED PIPING TO CONNECTION

(
S
e
w
e
r
-
C
o
n
n
e
c
t

E
x
.

F
S
S
)
w
/
8
"
x
6
"

R
E
D
U
C
E
R
L
t
.
S
t
a
.

2
1
+
8
0
)
&

4
5
°

B
E
N
D

(
W
a
t
e
r
P
R
O
P
.

8
"
2
2
.
5
°
P
R
O
P
.
8
"

2
2
.
5
°

B
E
N
D
(
A
b
a
n
d
o
n
)
E
X.
8
"
F
S
S
E
X.
T
.
F
O
(
C
o
n
n
e
c
t

E
x
.
W
a
t
e
r
)
P
R
O
P
.

8
"
9
0
°
B
E
N
D
BORE PIT
PROP. 30'x15'
PIT
RECIEVING
PROP.15'x15'
4
5
°

B
E
N
D
S
P
R
O
P
.

3
-

8
"
21+80
ML STA.
EX.T.FO
Submitted 5/6/2022
Hand Existing Existing
Temp Permanent 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)
2 10+00 to 16+30 -L- LT & RT Utility Easement 0.31
2 10+00 to 16+30-L- LT & RT Utility Poles and Guys < 0.01 **
2 10+45 to16+65 -L- LT Water Main <0.01***
3 17+25 to 22+80 -L- LT Utility Easement 0.34
3 17+75 to 21+00 -L- LT Utility Poles and Guy Wires < 0.01 **
3 21+62 to 21+91 -L- LT Water Main 0.01
3 21+62 to 21+91 -L- RT Water Main <0.01***
TOTALS*: 0.00 0.00 0.02 0.00 0.65 0.00 0.00 0.00 0.00 0.00
*Rounded totals are sum of actual impacts*
NOTES:
Revised 2016 09 09 SHEET 1 OF 3
WETLAND AND SURACE WATER IMPACTS SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
DIVISION OF HIGHWAYS
*****Total excavation impacts = 164 SF + 376 SF + 77 SF + 45 SF + 39 SF = 701 SF = 0.016 acres
BRIDGE REPLACEMENT ON NC 55 OVER TRENT
CREEK
4/25/2022
PAMLICO COUNTY
NC DEPARTMENT OF TRANSPORTATION
B-4593
*** Water Main Impacts in Site 2 = 164 SF, in Site 3 = 376 SF north of NC 55 and 77 SF south of NC 55
**Utility Pole and Guy Wire Anchor Impacts = 45 SF in Site 2, 39 SF in Site 3 (2 Utility Poles fall within Buffer zones, 1 in Buffer Zone 1, 1 in Buffer Zone 2)
Submitted 5/6/2022
Site Station Structure
No.(From/To)Size / Type
1 15+37 -L- LT to 18+09 -L- LT Utility Relocation X 2092 1392 3484
2092 1392 3484 00000
NOTES:
Revised 2018 Feb SHEET 2 OF 3
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
PAMLICO COUNTY
B-4593
BRIDGE REPLACEMENT ON NC HWY 55 BYPASS
OVER TRENT CREEK
ALLOWABLE MITIGABLE
7/10/2019
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
Submitted 5/6/2022
ZONE 1
(ft2)
ZONE 2
(ft2)
1 15+37 to 18+09 -L- LT 2092 1392
2092 1392
Revised 2018 Feb SHEET 3 OF 3
B-4593
BRIDGE REPLACEMENT ON NC HWY 55 BYPASS
OVER TRENT CREEK
PAMLICO COUNTY
WETLANDS IN BUFFER IMPACTS SUMMARY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
7/10/2019
WETLANDS IN
BUFFERS
SITE NO. STATION (FROM/TO)
TOTAL:
Rev. Jan 2009
Submitted 5/6/2022