20190585 Ver 2_B-4593 Nationwide CAMA Mod_Rev August 16 2019_20230203

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

Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
NATURAL ENVIRONMENT SECTION
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968
Website: www.ncdot.gov
Location:
1000 BIRCH RIDGE DRIVE
RALEIGH NC 27610

August 16, 2019

Wilmington Regulatory Field Office N.C. Dept. of Environmental Quality
US Army Corps of Engineers Division of Coastal Management
2407 West 5th Street 400 Commerce Avenue
Washington, North Carolina 27889 Morehead City, NC 28557

ATTN: Mr. Tom Steffens ATTN: Mr. Stephen Lane
NCDOT Coordinator NCDOT Coordinator

Subject: Modification Request for Nationwide Permit 14, Section 401 Water Quality
Certification and Revised Application for a CAMA Major Development Permit for
the Proposed Replacement of Bridge No. 38 over Trent Creek on NC 55 in Pamlico
County, North Carolina; TIP No. B-4593; Debit $570 from WBS No. 42328.1.2

Dear Sirs,

As you are aware, the North Carolina Department of Transportation (NCDOT) proposes to replace the
existing 145-foot Bridge No. 38 on NC 55 over Trent Creek in Pamlico County. The purpose of the
project is to replace a deficient bridge. The U.S. Army Corps of Engineers (USACE) verified Nationwide
Permit (NWP) 14 authorization on July 3, 2019 (SAW-2019-01204), and the N.C. Division of Water
Resources (DWR) approved the project on June 24, 2019 (DWR Project No. 20190585).

Several revisions have been made to both roadway and utility plans for the proposed project.

Roadway:
NCDOT was asked to reduce slopes to 2:1 in order to minimize impacts to CAMA wetlands. The
NCDOT Geotechnical Unit has recommended that these slopes be reinforced with rock plating to stabilize
them. This addition can be seen in the revised permit drawings 2 through 4. The 2:1 slopes with rock
plating can also be seen in the revised cross-section permit drawings 12 through 16.

The summary sheet shows that 13 feet of temporary stream impacts have been added to account for the
dewatering necessary to install rip rap. Temporary surface water impacts increased from 0 sq. ft. to 199
sq. ft., as listed in the notes. The notes also show the > 0.01 acre of permanent SW impacts more
specifically as 143 sq. ft.

Utilities:
Based on the revised utility relocation plans, the utility narrative, the utility streams and wetlands permit
drawings, utility buffer permit drawings, and impact summary sheets have been revised and are attached.
A brief summary of the changes is given below:

Utility Narrative

The Bay River Metropolitan Sewer section has been revised to state that there are no wetland impacts
associated with this relocation. The Pamlico County Water section has been revised to reflect the linear
footage of pipe and the area of impact.

Utility Permit Drawings

Revised relocation plan and profile dgn files were incorporated into plan and profile sheets respectively.
• Excavation/Hand Clearing limits revised for northwest waterline bore pit
• Excavation/Hand Clearing limits revised for northeast waterline bore pit
• Excavation/Hand Clearing limits revised for sanitary sewer open cut
• Excavation added for the southeast waterline receive pit which is within the wetland boundary
• Excavation Summary on UE-3 revised

Utility Buffer Drawings

Revised relocation plan and profile dgn files were incorporated into plan and profile sheets respectively,
but impact numbers did not change.

Utility Impact Summary Sheet

• Sanitary Sewer Force Main impact removed
• Water Main impact for southeast receiving pit added
• Water main excavation impact totals revised
• Excavation impact totals revised

Project Impacts
Despite several revisions to the proposed work, changes to impact totals are minimal. The sanitary sewer
and force main impact (<0.01 acre) have been removed. Additional notes are listed on the Utility impact
summary sheet describing the excavation impacts in detail, which total 0.016 acre, rounded to 0.02 in the
spreadsheet.

Regulatory Approvals

Section 404 Permit: Revision is hereby requested to the NWP 14 authorization previously verified.

Section 401 Permit: The Water Quality Certifications issued by the North Carolina Department of
Environmental Quality, Division of Water Resources were for NWP 3 and NWP 12. We anticipate 401
General Certification number 4135 will apply to this project to coincide with the above mentioned NWP
14 issued by the USACE. Authorization to debit the $570 Permit Modification Fee from WBS Element
42328.1.2 is hereby given.

CAMA Major Development Permit: NCDOT requests that the revised work be authorized under a Coastal
Area Management Act Major Permit.

A copy of this modification request will be posted on the NCDOT Website at
https://xfer.services.ncdot.gov/pdea/PermApps/.

252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 10/26/06
Form DCM MP-5 BRIDGES and CULVERTS

Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. BRIDGES This section not applicable
a. Is the proposed bridge:
Commercial Public/Government Private/Community
b. Water body to be crossed by bridge:
Trent Creek

c. Type of bridge (construction material):
36" Girder Bridge with Concrete Deck and 4 foot Caps

d. Water depth at the proposed crossing at NLW or NWL:
10 feet

e. (i) Will proposed bridge replace an existing bridge? Yes No
If yes,
(ii) Length of existing bridge: 145.0
(iii) Width of existing bridge: 31.5
(iv) Navigation clearance underneath existing bridge: 7.5
(v) Will all, or a part of, the existing bridge be removed?
(Explain) All of the existing bridge will be removed.

f. (i) Will proposed bridge replace an existing culvert? Yes No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)

g. Length of proposed bridge: 160 h. Width of proposed bridge: 34.6
i. Will the proposed bridge affect existing water flow? Yes No
If yes, explain: larger waterway opening allows larger
conveyance

j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? Yes No
If yes, explain: The low chord of the bridge is slighly higher
than the existing low chord

k. Navigation clearance underneath proposed bridge: 7.5' l. Have you contacted the U.S. Coast Guard concerning their
approval? Yes No
If yes, explain: Advance Approval received

m. Will the proposed bridge cross wetlands containing no navigable
waters? Yes No
If yes, explain:

n. Height of proposed bridge above wetlands: 8

2. CULVERTS This section not applicable
a. Number of culverts proposed: b. Water body in which the culvert is to be placed:

Form DCM MP-5 (Bridges and Culverts, Page 2 of 4)
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 10/26/06
< Form continues on back>
c. Type of culvert (construction material):

d. (i) Will proposed culvert replace an existing bridge?
Yes No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)

e. (i) Will proposed culvert replace an existing culvert?
Yes No
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)

f. Length of proposed culvert: g. Width of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL.

i. Depth of culvert to be buried below existing bottom contour.

j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? Yes No
If yes, explain:

k. Will the proposed culvert affect existing water flow?
Yes No
If yes, explain:

3. EXCAVATION and FILL This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? Yes No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
CW SAV SB
WL None

(ii) Describe the purpose of the excavation in these areas:

c. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? Yes No
If yes,
(ii) Avg. length of area to be excavated: 17ft
(iii) Avg. width of area to be excavated: 71.5ft
(iv) Avg. depth of area to be excavated: 2.12ft
(v) Amount of material to be excavated in cubic yards: 192 CY

Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 10/26/06
d.If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Currently unknown, to be determined by contractor
(ii) Dimensions of the spoil disposal area:
(iii) Do you claim title to the disposal area?Yes No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance?Yes No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
CW SAV WL SB None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ?Yes No
If yes, give dimensions if different from (ii) above.
e.(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? Yes No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
f.(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
CW 10,392 sf SAV SB
WL None
(ii) Describe the purpose of the excavation in these areas:
The fill is for the construction of both the proposed and
detour bridges. Of the total 10,392 sf of fill,
approximately 6,328 sf is temporary fill and will be
removed once the proposed bridge is completed.
g.(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? Yes No
If yes,
(ii) Avg. length of area to be filled: 950 ft
(iii) Avg. width of area to be filled: 40 ft
(iv) Purpose of fill: Slightly raising the grade and widening
the road
4. GENERAL
a.Will the proposed project require the relocation of any existing
utility lines? Yes No
If yes, explain: Relocation of multiple power poles and
associated overhead power lines and guy wire
anchor units. The existing water line and sanitary
sewer will also be relocated. There are 0.02 acre of
excavation and 0.65 acre of handclearing associated
with the utility relocations.
If this portion of the proposed project has already received
b.Will the proposed project require the construction of any temporary
detour structures? Yes No
If yes, explain: 140' Detour bridge around the
existing while proposed structure is built
(Version 2.01; Released December 2014)
38422.1.2 TIP No.:B-4593 County(ies):Pamlico Page 1 of 1
38422.1.2 TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Yes
Design/Future:Year:2040 Existing:Year:
Threatened/Endangered Species?No Comments:
Yes No
No (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)
[e-mail]
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?No
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class SCNCDWR Surface Water Classification for Water Body
NeuseBuffer Rules in Effect:Trent Creek
None
5576
2 lane road with 12' travel lanes and 4' paved shoulder with total bridge length of 160 ft
and width of 34.58 ft
Waterbody Information
2019
NCDWR Stream Index No.:
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
State Project 38422.1.2 involves the replacement of NCDOT Bridge 680038 on NC 55 over Trent Creek. The proposed bridge will maintain the existing level of service. The
proposed roadway fill slopes are 2:1 (which per geotechnical reccomendations are the steepest allowable) and are grassy. There are no deck drains over Trent Creek. There are
two proposed outlets on the beginning and end of the bridge left side to allow proper drainage for the bridge and minimize disturbance in the surrounding wetlands. Rip Rap
outlet pads will be utilized to dissipate the flow and minimize erosion. All piping is outletted beyond buffer zones. Rip rap toe protection has ben added to stabilize fill slopes as
needed. The detour bridge will utilize 2:1 fill slopes as well as a pile retaining wall in order to minimize wetland impacts. The bridge will be constructed without work bridges or
causeways which minimizes temporary surface water impacts.
None
Summit Design and Engineering Services
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
NCDOT Hydraulics Unit Address:
General Project Information
B-4593
WBS Element:
Bridge ReplacementWBS Element:
Jason Patskoski, PhD, P.E.NCDOT Contact:
[phone]
100 East Six Forks Road, Suite 300
Raleigh, NC 27609
Contractor / Designer:
[phone]
[e-mail]
Address:
7/9/2019
PamlicoMerrit
Paul Atkinson, P.E.
1020 Birch Ridge Drive
River Basin(s):
City/Town:
3.06
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
Yes
27-150-(6)
1.04
0.284 miles
Project Description
Proposed Project
Neuse
ac.
2 lane road with 12' travel lanes and no paved shoulder with total bridge length of
145.4 ft and width of 28 ft
Rural Area with Agricultural or Residential Land Uses, Coastal
Trent Creek
8600
Nutrient Sensitive Waters (NSW)Supplemental Classification:
Wetlands within Project Limits?
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See Sheet 1 A For Index of Sheets
See Sheet 18 For Conventional Plan Sheet Symbols
See Sheet 1C-1 For Survey Control Sheet ST A TlE OlF NOR TH CAROlLIN A
DIVISION OlF HIGHWAYS
PAMLICO COUNTY
LOCATION: BRIDGE NO. 38 ON NC 55 OVER TRENT CREEK
TYPE OF WORK: GRADING,DRAINAGE,PAVING AND STRUCTURE.
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ADT 2040 8600
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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)
1 12+25 to 22+37 -L- LT Roadway Fill Slope < 0.01 0.10
1 11+24 to 22+76 -L- RT Roadway Fill Slope 0.09 0.04
1 15+97 to 16+28 -L- LT Rip Rap < 0.01 <0.01 8.00 13.00
1 11+12 to 22+04 -L_DET_ RT Detour Fill Slope 0.15 0.18
TOTALS*:0.15 0.09 0.00 0.00 0.32 < 0.01* <0.01** 8.00 13.00 0.00
**Rounded totals are sum of actual impacts**
NOTES:
Revised 2016 09 09 SHEET 17 OF 17
06/27/2019
PAMLICO COUNTY
NC DEPARTMENT OF TRANSPORTATION
B-4593
0.09 acre of Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures.
*Permanent SW impacts = 143 sf
WETLAND AND SURACE WATER IMPACTS SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
DIVISION OF HIGHWAYS
**Temporary SW impacts = 199 sf
BRIDGE REPLACEMENT ON NC 55 OVER TRENT
CREEK
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B-4593 Utility Narrative
Pamlico County, North Carolina
Updated July 9, 2019
Duke Energy
Contact Information: Alex Craig [phone] ext. 7304
[e-mail]
Duke Energy will be changing out (2) poles for taller poles, placing (5) 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 five 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 15
square feet of utility pole impacts are attributed to Duke Energy. Additionally, Duke energy guy
wires/anchors account for 33 square feet of impacts.
CentruryLink
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.
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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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Callisons
Callison Road
VICINITY MAP
GRAPHIC SCALES
50 25 0 50 100
11 i-1 I 11iiiii 7-.-
PLANS
SHEET NO.:
UE-1
TO BAYBORO
INDEX OF SHEETS
DESCRIPTION:
TITLE SHEET
NORTH CAROJLINA
OF HIGHWAYS
STATJE OF
DIVISION
NEU PERMIT PLANS
PAMLICO COUNTY
LOCATION: BRIDGE NO. 38 ON NC 55 OVER TRENT CREEK
TYPE OF WORK: RELOCATION OF POWER, TELEPHONE, CABLE,
WATER, AND SANITARY SEWER
\~
BEGIN BRIDGE ,...,\
-L-STA. 16 + 22.00
BEGIN TIP PROJECT B-4593
-L-STA. 11 + 00.00
I SITE 2 I
BEGIN BRIDGE
-LDET-STA. 15 + 35.00
UTILITY OWNERS ON PROJECT
(A) TELEPHONE -CENTURYLINK
(B) POWER -DUKE ENERGY
END BRIDGE
-L-STA. 17 + 82.00
( ~
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END BRIDGE
-LDET-STA. 16 + 75.00
PREPARED IN THE OFFICE OF
SU~1~'1IT 504 Meadowland Drive
Hillsborough, NC 27278-8551
Voice: [phone]
Fax: [phone]
www.summitde.net 50 25 0 50 100
11 i-1 I 11iiiii 7-.-UE-2 THRU UE-3 UTILITY CONSTRUCTION PLAN (C) CABLE -SPECTRUM
DESIGN AND ENGINEERING SERVICES
FIRM NO. P--0339
(D) WATER -PAMUCO COUNTY WATER
PROFILE (HORIZONTAL) (E) SANITARY SEWER -BAY RIVER
10 5 0 10 20
-i I i-l I 11iiiii ]-.-METROPOUTAN BRANDON W. JOHNSON, PE PROJECT ENGINEER
FAITH E.JAHNKE,PE PROJECT DESIGNER
PROFILE VERTICAL
T.I.l?. NO. SHEET NO.
B-4593 UE-1
SITE 1: ROADWAY IMPACTS
(SHOWN IN SEPERATE
PERMIT PACKAGE)
SITE 2&3: UTILITY IMPACTS
END CONSTRUCTION
-Yl-STA. 11 + 37. 94
5,7
END TIP PROJECT B-4593
-L-STA. 26 + 00.00
END CONSTRUCTION
-L-STA. 27 + 00.00
DOCUMENT NOT CONSIDERED FINAL
UNTIL ALL SIGNATURES ARE COMPLETED
DIVISION OF HIGHWAYS
UTILITIES UNIT
1555 MAIL SERVICES CENTER
RALEIGH NC 27699-1555
PHONE (919) 707~690
FAX [phone]
KYLE PLEASANT REGIONAL UTIUIT COORDINATOR
IARRY M . .[AMES,.[R. SENIOR UTIUIT COORDINATOR
NABIL HAMDAN REGIONAL UTIUTIES ENGINEER
KELVIN S. MARTIN, EI SENIOR UTILITIES ENGINEER
ul I 0 OoJ•~~==:::::: ____________________________________________________________________________________________ _,)
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SITE 3 IS ALL WETLAND AREAS EAST OF TRENT CREEK
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BURIED CENTURYLINK
CABLES ABANDONED
IN PLACE
BURIED SPECTRUM
CATV ABANDONED
IN PLACE
AOP U/G (FO) TEL CABLE
JOHN L.McCOTTER, Ill
DB 353 PG 860
MB 7 PG 78
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AERIAL
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DUKE ENERGY
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*
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TOTAL HAND CLEARING
{THIS SHEET)
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0.12 ACRES SITE 3
Q \
DENOTES HAND
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TOTAL EXCAVATION
(THIS SHEETl:
< 0.01 ACRES S TE 2
< 0.01 ACRES SITE 3
PERMIT DRAWING
SHEET 2 OF 5
PROJECT REFERENCE NO.
B-4593
P/W SHEET NO.
SHEET NO.
RDY-4,UE-2
HYDRAULICS
ENGINEER
FOR PROFILE.SEE SHEET 8
FOR ONSITE DETOUR.SEE SHEET 6
SITE 3
JOHN L. McCOTTER, Ill
DB 353 PC 860
DB 306 PG 447
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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 + 36 SF + 27 SF = 680 SF = 0.016 acres
BRIDGE REPLACEMENT ON NC 55 OVER TRENT
CREEK
7/10/2019
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 = 36 SF in Site 2, 27 SF in Site 3 (2 Utility Poles fall within Buffer zones, 1 in Buffer Zone 1, 1 in Buffer Zone 2)
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DUKE ENERGY
AERIAL
CABLES
CENTURYLINK
AERIAL
CABLES
SPECTRUM
AERIAL
IN PLACE
CABLES ABANDONED
BURIED CENTURYLINK
IN PLACE
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BURIED SPECTRUM
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NEW DUKE
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SHEET 2 OF 4
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ALLOWABLE IMPACTS ZONE 2
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CAMAWetland CAMAWetland
CAMAWetland
REVISIO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
B-4593
8/17
/99
M
ATCHLIN
E -L- STA 19
+
00
.00
(SEE
SHEE
T
5)
FOR PROFILE, SEE SHEET 8
FOR ONSITE DETOUR, SEE SHEET 6
32
’
24
’
-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
02
0202
02 F-F 12
’
12
’
4’
4’
R/W REV: REMOV
ED ROW, AD
D
ED TCE, AD
D
ED PDE ON
PARC
EL
S 1, 2, 3, AN
D
4. - FEJ 19
0
1
3
1
09
-JUL-20
1
9
11:43
jason
.patsko
ski
SEE SHEETS S-1 THRU S-42 FOR STRUCTURES PLANS
PRO F E S S ION
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
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ALLOWABLE BZ2: 1392 SF (0.03 ACRES)
ALLOWABLE BZ1: 2092 SF (0.05 ACRES)
SUMMARY
R OAD W A Y C E N TE R L I N E
min.
10
’
O P E N C U T D I R E C T I ONA L D R I LLHORIZ.
12 +0 0
15+00 19+0017+0016+00 18+0014+0013+00
11+0010+00
REVISIO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-4593
8/17
/99
M
ATCHLIN
E -L- STA 19
+
00
.00
(SEE
SHEE
T
5)
FOR PROFILE, SEE SHEET 8
FOR ONSITE DETOUR, SEE SHEET 6
32
’
24
’
-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
02
0202
02 F-F 12
’
12
’
4’
4’
R/W REV: REMOV
ED ROW, AD
D
ED TCE, AD
D
ED PDE ON
PARC
EL
S 1, 2, 3, AN
D
4. - FEJ 19
0
1
3
1
09
-JUL-20
1
9
11:43
jason
.patsko
ski
SEE SHEETS S-1 THRU S-42 FOR STRUCTURES PLANS
PRO F E S S ION
AL
ENGI N E ER
NO R T H C AROL
I
NA
SEAL
046981
EKNHAJ .E HTIAF
SEAL
046226
REENIGNE
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LORACHTRON
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BEGIN ROCK PLATING
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EX R/W
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+25.00 -L-
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50.00 LT
+63.00 -L-
88.00 LT
103.00 LT
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88.00 LT
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88.00 LT
+80.00 -L-
88.00 LT
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(EX R/W)
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(EX R/W)
63.00 RT
55.00 RT+91.00 -L-
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50.00 RT+86.00 -L-
52.00 RT+00.00 -L-
EX R/W
48.00 LT+21.00 -L-
EX R/W
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110 114
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9
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)
Re
v
i
s
e
d

J
u
l
y

1
9
,

2
0
1
9
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
Re
v
i
s
e
d

J
u
l
y

1
9
,

2
0
1
9