20190585 Ver 1_Modifications_20190819

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER JAMES H.TROGDON,III
GOVERNOR SECRETARY
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:
Mailing Address: Telephone:[phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax:[phone] 1000 BIRCH RIDGE DRIVE
NATURAL ENVIRONMENT SECTION Customer Service: 1-877-368-4968 RALEIGH NC 27610
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598 Website:www.ncdot.gov

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 Depth tiuent 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/.

Should you have any questions regarding this information, please contact Gordon Cashin at(919) 707-
6107 or [e-mail].
Sincerely,
1/11,44h C (Ur-
+7... Philip S. Harris III, P.E., C.P.M., Unit Head
Environmental Analysis Unit
cc:NCDOT Permit Application Standard Distribution List

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: b. Water body to be crossed by bridge:
ECommercial ®Public/Government EPrivate/Community Trent Creek
c. Type of bridge(construction material): d. Water depth at the proposed crossing at NLW or NWL:
36" Girder Bridge with Concrete Deck and 4 foot Caps 10 feet
e. (i)Will proposed bridge replace an existing bridge? EYes ❑No f. (i)Will proposed bridge replace an existing culvert? ❑Yes No
If yes, If yes,
(ii)Length of existing bridge: 145.0 (ii)Length of existing culvert:
(iii)Width of existing bridge: 31.5 (iii)Width of existing culvert:
(iv)Navigation clearance underneath existing bridge: 7.5 (iv)Height of the top of the existing culvert above the NHW or
(v)Will all,or a part of,the existing bridge be removed? NWL:
(Explain) All of the existing bridge will be removed. (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? EYes ❑No j. Will the proposed bridge affect navigation by reducing or
If yes,explain: larger waterway opening allows larger increasing the existing navigable opening? ®Yes ❑No
conveyance 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' I. Have you contacted the U.S.Coast Guard concerning their
approval? ®Yes ENo
If yes,explain: Advance Approval received
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 8
waters? EYes ®No
If yes,explain:
2. CULVERTS This section not applicable
a. Number of culverts proposed: b. Water body in which the culvert is to be placed:
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 10/26/06

Form DCM MP-5 (Bridges and Culverts, Page 2 of 4)
< Form continues on back>
c. Type of culvert(construction material):
d. (i)Will proposed culvert replace an existing bridge? e. (i)Will proposed culvert replace an existing culvert?
❑Yes No ❑Yes ❑No
If yes, If yes,
(ii)Length of existing bridge: (ii)Length of existing culvert(s):
(iii)Width of existing bridge: (iii)Width of existing culvert(s):
(iv)Navigation clearance underneath existing bridge: (iv)Height of the top of the existing culvert above the NHW or
(v)Will all,or a part of,the existing bridge be removed? NWL:
(Explain) (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 k. Will the proposed culvert affect existing water flow?
increasing the existing navigable opening? Oyes ❑No ❑Yes ❑No
If yes,explain: If yes,explain:
3. EXCAVATION and FILL ['This section not applicable
a. (i)Will the placement of the proposed bridge or culvert require any b. (i)Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ®No excavation within coastal wetlands/marsh(CW),submerged
If yes, aquatic vegetation(SAV),shell bottom (SB),or other wetlands
(WL)? If any boxes are checked,provide the number of square
(ii)Avg.length of area to be excavated: feet affected.
(iii)Avg.width of area to be excavated: ❑CW ESAV ❑SB
(iv)Avg.depth of area to be excavated: OWL ®None
(v)Amount of material to be excavated in cubic yards:
(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
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 10/26/06

Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
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? Eyes No (If no, attach a letter granting permission from the owner.)
(iv)Will the disposal area be available for future maintenance? EYes ENo
(v)Does the disposal area include any coastal wetlands/marsh(CW),submerged aquatic vegetation(SAVs),other wetlands(WL),or shell
bottom(SB)?
ECW ❑SAV OWL ESB ®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? ? EYes No
If yes,give dimensions if different from(ii)above.
e. (i)Will the placement of the proposed bridge or culvert result in any 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 fill(other than excavated material described in Item d above)to
be placed below NHW or NWL? Eyes ®No be placed within coastal wetlands/marsh(CW),submerged
If yes, aquatic vegetation(SAV),shell bottom (SB),or other wetlands
(WL)? If any boxes are checked,provide the number of square
(ii)Avg.length of area to be filled: feet affected.
(iii)Avg.width of area to be filled: ECW 10,392 sf ESAV ESB
(iv)Purpose of fill: OWL ENone
(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 ENo
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 b. Will the proposed project require the construction of any temporary
utility lines? EYes ENo detour structures? EYes ENo
If yes,explain: Relocation of multiple power poles and If yes,explain: 140' Detour bridge around the
associated overhead power lines and guy wire existing while proposed structure is built
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
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 10/26/06

If this portion of the proposed project has already received
approval from local authorities,please attach a copy of the
approval or certification.
< Form continues on back>
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
❑Yes No controlled?
If yes, complete Form DCM-MP-2. Erosion control devices during and after construction
e. What type of construction equipment will be used (for example, f. Will wetlands be crossed in transporting equipment to project site?
dragline, backhoe,or hydraulic dredge)?
❑Yes No
Project is to be let. Construction equipment may include but If yes,explain steps that will be taken to avoid or minimize
is not limited to cranes, excavators, and backhoes. environmental impacts.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ❑Yes ®No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
08/16/2019
Date
B-4593 Bridge Replacement
Project Name
P(/‘‘‘(; S. t3 i s,11::r P F%)c.P m,
Applicant Name pp cant a e
VIAL C
Applicant Signature

North Carolina Department of Transportation
Highway Stormwater Program Ellipilit*-
(Version Il STORMWATER MANAGEMENT PLAN 2.01;Released December 2014) FOR NCDOT PROJECTS
WBS Element: 38422.1.2 TIP No.: B-4593 County(ies): Pamlico Pa e 1 of 1
-aIIIII ME General Project Information '
WBS Element: 38422.1.2 ITIP Number: B-4593 Project Type: Bridge Replacement Date: 7/9/2019
NCDOT Contact: Paul Atkinson,P.E. Contractor/Designer: Jason Patskoski,PhD,P.E.
Address: NCDOT Hydraulics Unit Address: Summit Design and Engineering Services
1020 Birch Ridge Drive 100 East Six Forks Road,Suite 300
Raleigh,NC 27609
Phone: [phone] Phone: [phone]
Email:[e-mail] Email:[e-mail]
City/Town: Merrit County(ies): Pamlico
River Basin(s): Neuse CAMA County? Yes
Wetlands within Project Limits? Yes
Project Description
0) Project Length(lin.miles or feet): 0.284 miles Surrounding Land Use: Rural Area with Agricultural or Residential Land Uses,Coastal
Proposed Project Existing Site mll
CD Project Built-Upon Area(ac.) 3.06 ac. 1.04 ac.
N Typical Cross Section Description: 2 lane road with 12'travel lanes and 4'paved shoulder with total bridge length of 160 ft 2 lane road with 12'travel lanes and no paved shoulder with total bridge length of
and width of 34.58 ft 145.4 ft and width of 28 ft
CD
r
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 8600 Year:2040 Existing: 5576 Year: 2019
General Project Narrative: 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
m (Description of Minimization of Water 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
Quality Impacts) 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
a) 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.
.�
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Waterbody Information
Surface Water Body(1): Trent Creek NCDWR Stream Index No.: 27-150-(6)
NCDWR Surface Water Classification for Water Body Primary Classification: Class SC
Supplemental Classification: Nutrient Sensitive Waters(NSW)
Other Stream Classification: None
Impairments: None
Threatened/Endangered Species? No Comments:
NRTR Stream ID: Trent Creek Buffer Rules in Effect: Neuse
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No
Deck Drains Discharge Over Water Body? No (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)

C-1 See Sheet l A For Index of Sheets T� /� T STATE STATE PROJECT REFERENCE NO. SHEET OTAL
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ROADWAY DESIGN HYDRAULICS
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
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
CD
N 1 11+12 to 22+04-L_DET_RT Detour Fill Slope 0.15 0.18
0)
a
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:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
0.09 acre of Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures. 06/27/2019
*Permanent SW impacts=143 sf PAMLICO COUNTY
**Temporary SW impacts=199 sf B-4593
BRIDGE REPLACEMENT ON NC 55 OVER TRENT
CREEK
Revised 2016 09 09 SHEET 17 OF 17

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
O) square feet of utility pole impacts are attributed to Duke Energy. Additionally, Duke energy guy
wires/anchors account for 33 square feet of impacts.
N
cy) CentruryLink
Contact Information: Rod Medlin [phone]
[e-mail]
CenturyLink will be removing (2) poles, installing (4) guys and anchors, and abandoningburied cables
Y � g Y
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
CD
(y 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)
-0 [e-mail]
Paul Campbell [phone], [phone] (office)
•� [e-mail]
4)
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.

ic I See Sheet 7 A For Index of Sheets /co
See Sheet 7 B For Conventional Plan Sheet Symbols TIP. NO. SHEET NO.
See Sheet 7 C- 7 For Survey Control Sheet
(IV) Pk,
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BEGIN BRIDGE \ 51 7
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- —L— STA. 11 + 00.00 END TIP PROJECT B-4593
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DOCUMENT NOT CONSIDERED FINAL
UNTIL ALL SIGNATURES ARE COMPLETED
1 1r i i
GRAPHIC SCALES INDEX OF SHEETS PREPARED IN THE OFFICE OF ,i• •
50 25 0 50 100 DIVISION OF HIGHWAYS
UTILITY OWNERS ON PROJECT =. UTILITIES UNIT
itill
C SHEET NO.: DESCRIPTION: 504 Meadowland Drive m o 1555 MAIL SERVICES CENTER
PLANS (A) TELEPHONE — CENTURYLINK SUI*11•41THillsborough, NC 27278-8551
[phone] 7 RALEIGH NC 27699-1555
UE-1 TITLE SHEET (B) POWER — DUKE ENERGY ��Fax: [phone] 913 � o�Q PHONE [phone]
DESIGN AND ENGINEERING SERVICES www.summitde.net Np c,Q FAX [phone]
50 25 0 50 100 FIRM NO.P-0339 OF TRPN
— UE-2 THRU UE-3 UTILITY CONSTRUCTION PLAN (C) CABLE — SPECTRUM
�_°� — I l (D) WATER — PAMLICO COUNTY WATER
= o PROFILE (HORIZONTAL) (E) SANITARY SEWER — BAY RIVER KYLE PLEASANT REGIONAL UTILITY COORDINATOR
cn-y METROPOLITAN BRANDON W.JOHNSON, PE PROJECT ENGINEER LARRY M.JAMES,JR. SENIOR UTILITY COORDINATOR
1 0 5 02 Q- NABIL HAMDAN REGIONAL UTILITIES ENGINEER
NFAITH E. , PE PROJECT DESIGNER
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KELVIN S.MARTIN,EI SENIOR UTILITIES ENGINEER
� o—D ` PROFILE (VERTICAL) J / J
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BEGIN APP. SLAB END APP. SLAB PROJECT REFERENCE NO. SHEET NO.
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c PROJECT REFERENCE NO. SHEET NO.
I NOTE: SITE 2 IS ALL WETLAND AREAS WEST OF TRENT CREEK AND B-4593 RDY-5, UE-3
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i ROADWAY DESIGN HYDRAULICS
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
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***
CD
N 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 **
r
3 21+62 to 21+91-L-LT Water Main 0.01
n 3 21+62 to 21+91-L-RT Water Main <0.01***
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>
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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:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
**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) 7/10/2019
***Water Main Impacts in Site 2=164 SF,in Site 3=376 SF north of NC 55 and 77 SF south of NC 55 PAMLICO COUNTY
*****Total excavation impacts=164 SF+376 SF+77 SF+36 SF+27 SF=680 SF=0.016 acres B-4593
BRIDGE REPLACEMENT ON NC 55 OVER TRENT
CREEK
Revised 2016 09 09 SHEET 1 OF 3

r 1 See Sheet 1A For Index of Sheets
See Sheet 1 B For Conventional Plan Sheet Symbols T.I.P.NO. SHEET NO.
See Sheet 1C-1 For Survey Control Sheet
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GRAPHIC SCALES INDEX OF SHEETS PREPARED IN THE OFFICE OF -
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UTILITY OWNERS ON PROJECT UTILITIES UNIT
` ' I" I° SHEET NO.: DESCRIPTION: SUMMIT 504 Meadowland Drive I
Hillsborough,NC 27278-8551 r/� �''= 1555 MAIL SERVICES CENTER
PLANS (A) TELEPHONE - CENTURYLINK 1r Vaioe:rough, C2723 r <' RALErcH NC 27699-I555
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"-H c PROFILE (HORIZONTAL) (E)SANITARY SEWER -BAY RIVER KYLE PLEASANT REGIONAL UTILITY COORDINATOR
METROPOLITAN BRANDON W.JOHNSON,PE PROJECT ENGINEER LARRY M.JAMES,JR. SENIOR UTILITY COORDINATOR
FAITH E.JAHNKE,PE PROJECT DESIGNER
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DB 352 PG 25 EW'�DUK +'k4.00y L , \ -Y" * O� UmD -Y�R 'l F -Y- F* 3 -Y F N P 4 Zy _ - Y "-/
[J , yil * i
WOODED
If
.. POLE g 6 RT y. ".'.�_'.,� -Y 'l * E 'r �- �� ,'* �'l 44(
CD
Et 2 E
*WV
QWOWED 'l 'l 'l- -Y- -3 -Y- �, "Y-
SPECTRUM '< >y ,y .. 'y .. y'. .. kali& . ..
OVERHEAD GUYS' � �s A , E +\'l 'l 'l Y- 'l 3 it * ,- '1 'l * '� * 4 1.Akv �- '1 �- 'Y �- -Y �v -Y 'l y, V J
ate+ BURIED CENTURYLINK \ * �- Y- �- ,� WOODED Y-. �- �- -� -�11AA�� + Y' �' V�' (� �Y- (�
CABLES ABANDONED I'y �'- 'l k �'- 'l �'' 'y 'l �'- -Y, 'L y- '1 * 1.. , 9. .�- * 'y Y�Y e ®I� '�' 'l �- y- 'Y y' �- m a y' 'l -Y /�M(w, 'l-
IN PLACE IP(��1
V BURIED SPECTRUM I .' 4 4 -X 4 m �� �l '
h CATV ABANDONED PROP. 15'X15' PROP.40 LF OF 16"STEEL - ''JAMES BRINSON?et ux �'
/I IN PLACE JOHN L.MCCOT TER,III "
o RELIEVING PIT CASING(Bore& DB 213 PG 649 I� J
DB 353 PG 860 OPEN CUT / EX.8'WATER
MB T PG ra (Abandon) \ 8"FORCEMAIN
(Abandon)
g � ' • W
W / \ LARRY MASSENCIL .e d
74
1 IIB6PG53
/ . :
IX
jI-
lu '3 \ \•,
vt
/
SUMMARY
/
y ALLOWABLE BZ1: 2092 SF (0.05 ACRES)
ov ALLOWABLE BZ2: 1392 SF 0.03 ACRES)
N
JC
=C
�R
/ SEE SHEETS S-I THRU 5-42 FOR STRUCTURES PLANS
o-

Prepare•in t e NC FIRM LICENSE No:P-0339
70 ,- - Office of: 11 SUMMIT wA Maaao nre V7va' PROJECT REFERENCE NO. SHEET NO.
III:eo�o�an.rvc zizie l l
9191te-3683 B-4593 UE-3
19191 i32-66]6 IFAXI
7 T:IE!R3i-7•V 'RIMARI 5"AND 28" FRIMARY 6"AND 40, ` ROADWAY DESIGN HYDRAULICS
SELOW IQP U-Kit EELOW TOP OF 'OLE D ENGINEER ENGINEER
•• • ' \ VEUTRA_12C"BELOW \\\ P.HcCARpiO. oo�C � i
60 PRIMARY 3"AND 16' \ \ ��O;....."............. '\
DU SPAN GUY BELOW mop OF PO Iili.•11:117E, TOP OPL o66 BELW'\ COP CF POLE ..24, $ ' �� FtUV],j�ifi9
°6 INGHES PR04 \ JOINT USE 16S^AND 172' SEAL = r SEAL
10 (((353===TOLE BELOW TOP OF POL€9 - !• _ _
\ - 046981 k, -
NE4'T- •
• .6"BELOW \ ■ ; 046226
oP . .1Trrivm NTFI ssl■� 'I�- 6� "o/�'�FNG I NE R:' :v0 h c
DL1NE§PAN OUY \ .• • •- • \ BELOW TOP OFPCLES ,,,,;,y E 1P ,,,'' ,''4,,, ISO
50 4A N HPS RR YA \ `� 9............... :O'' I P
10P OF POLE PRIddARV 1J'AND dC" ` \ \ ` ♦ \ p"n nlw""��\
/: FROM TOP OF POLE N�II:LII■TRA:141C1/I , /'
• NE TPAL 12pp^FROM - R \ \� DOCUMENT NOT CONSIDERED FINAL
10INT USE SPAN TO'OF PO4E \ d R ` UNLESS ALL SIGNATURES COMPLETED
JY 160 INCPE5 OINT■LjiF 16Q"AND - - �
40 °POM TOP�F POLE \ - 17T'FlC6RA TOR IL1F POLE �e `_ 40
� . _ 1 -
7UK eP GUi // /
3. :A_ —._1_ 30
TOP 0; 'O ' II I �fr�
20 OmI W9E 3S v ®4 20
Y" J : SPA P.FI[W -OF ')F • -' .' ' L`a
GUY 104 NCI�,. C LEARNS C -
FRUM IOW U 'U.L = 212 F,
CLEARANCE 25,4 FT
10 CLEARANCE = 2?0 FT rE7±1/A REEI:APL .]
2 R7- 10
TRENT
86-1i 13*-2-2
——,- -
CREE<
0 0
STA.13 -OIL M 63 1 M 64 ■
r
-10 STA 12-TA -10-I- STA 14+12 -OH- 1F wa 1F L,6 -10
CI STA.10-32 rtl- ■
OFFSE- 32.5'-4— Ri 1TA.12+39 -L- STA.13+75 -L-
TA,16 -•H- STA.18-21 —OH
SET 59 4'-I- LT OFFSET 72$'-L- Li S-A.15 STA 17E-83 4-
N STA.Ip-b4B -0'--
OFFSET 72.•'-- LT OFFSET 72.6'-L- T
-20 STA.10+3C -I- -20
OrrS 7 35 2'-L- LT
—OH—
>, 10 11 12 13 14 15 16 17 18 19
m
DUKE PRMARY 2A 10."\
70 DUKE!PIMARY g4 KV\\ 70_
TS DLKE NELIR.AL `
W SF4CRUM \
60 f'f74EI IF VI NK\ \ pp AAdpv 30-•ems}* >)^
\ FRIMARY 5"AND 40' 3 BE OW TOP 0 POLE\ 60
> BELOW TO°OP'OLE @,\
(1) \ NEUTRAL 120"BELOW NEUI RAL%"BELOW \\
�/ TO'OF POIE TO°OF POLE
IL•E� 50 �\\.
10 NT USE 60'AND 177" \i \` OI uS_ }A VD q} 50
BELOW TOP CF POLES \I\ \\\ hE8W TCP O'POLES
, MilliblIVINIRE..._ ,,
40 _ \\ \ = 3s 4O
.� �. .P — - -
30 _ 01
�- Imo- w 30
c
20 20_
CLEARANCE = 2411 FT CLEARANCE = 22.6 FT
10 10
0 . 0_
N652
of STA.23+54 -OH-
1FM 67 STA.'A3+Od -L-
°- -10 STA 21+ 6 OH OFFSET 36.4'—L— LT -la
o STA.20 a5 -L-
OFFSET 71.5 -L- LT
Qa
. Y.
—',0 —20 —20
cnN+'O-0
'i_ —O H—
z , .
��c 19 20 21 22 23 24 25

Prepared in the NC FIRM LICENSE No:P-0339
10 --------ORke•'' • SUMMIT 'i Meeao Ve p�,�e PROJECT REFERENCE NO. SHEET NO.
ill:eo�o�an.rvc zizie
19191 i32-66]
9191132-J 6 IFAXI B-4593 UE-4
IA BZ-2 BZ-1 BZ-1 B 2
ROADWAY DESIGN HYDRAULICS
ENG
INEER
GINEER
„
PROP COMBO AIBVAt VE ... CAB..,
WA &VAUI T( Wer OnIy) \ �.�'�0 ESS/N Ns''. 4)c•od`ssat°•!tiv
di--` 2-PROP 8"M ADAPTERS ;� • E` ;3{� ;k, 9.
rr/ \\ _6 (Butt Fused- &Water) _ `` SEAL ` ' ,' SEAL• `:
2 \ -- _ -_ T', NT r = 046226 -'
r .-\ c — - —— ——— Ex 046981
z°.Y C+RABt= _ C"EEK "o'Fq;GINE`�i:,''�c :`v�. h
O w W -- ----. .4 f -- =�\ \ /�� _=--- ,,9 i,niu:P�" ����� O� LNEE4..�'S�:
u •ROP.10"xt"HOPE REDUCER wl \ /
Ilk_ 1 U"11.25°Vl H t.t3END(Butt Fused- afar) \ - / DOCUMENT NOT CONSIDERED FINAL
�;I•• 9/ ),�I�[ I� IIL 9r.1• • I. I r •I,I. UNLESS ALL SIGNATURES COMPLETED
=�,csI=-r:c 1 1cm:I7rtrSIs`-I]!r 40
STEMMING uJ PNt1P-8"NV-C WA1- R I/
.o� . . •T FO•elor,rn • / F
o 13 \
mZ JG °
�I . _ ode....:c� ,, ) 1 f
-10 - ,Ind o . 30
uJ r. w a 6iN E o0
63 os W�8 m w
[! LL
03 a b• » a3• = 20
a v e HORIZ.DIRECTIONAL DRILL(Approx. 960 LF of 1 Q"HOPE Water) /D. F0•-
RESTRAIN ALL JOINTS FROM HORIZ.DIRECTIONAL DRILL(Approx. g!50 LF of 8"FPVC Forcemain)
I- I PIPING TO CONK TION 600'min I
-20 on =t
(Water&Sewer) •
10
ML STA.10+55 I-
.g 0
bee min
RADWS
O
N
-20
—HWY—
>, 10 11 12 13 14 15 16 17 18 19
M
70
.
(/) 10 I rs Y 60
CD '` ..
PROP. COMBO.- Ft c; — ' —PROP r:Fj`ADE 50
AIR VALVE&VAULT / ° \
•
(Sewer Only) _--- - _ / o°\
-ass rm•xcia•i,
r
FX 1-'-.F S. WW
40
REDUCER Wf 8"MJ ADAPTER _ 1 1111 y
+ (Butt Fused-Wa : I1� i��
en PROP.10"99.25°VERT.
/ �1'. PROP.a''PVC •`. P.8" ,t: TER17.Ft 30
Q BEND(Butt faced-Water) /
^11H PROP.8"11.25°VERT.
In BEND war MJ ADAPTER
J 0 Z.DI R:CTIONAL (Butt Fused-Sewer) I,r _ :1
rirrc��
—10 DRILL(Appro . i_. �.Ici
yi of 10"HD . , i_="'_— -
J .
• IZAp. ox.1050 LF O if,' '2W °o g z
V of 8"F 'III..,.�,: ._ N w o Mt.a an;{ 10
0 ism °,of w
O N r A_ '
600`mlPf O E.
m d c
Mr," m c
-r'lI .
-20IIIII a ao3 ., 0
RESTRAIN •�LLJOIN S'-I a
a FUSED PIPING TO C I NEC ION
“) l'� WITH EX.SYS- & -roar) -10
L
r
. Y
""o -30 -20
''_Q —HWY—
,z o
�LO� 19 20 21 22 23 24 25

RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS
BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size /Type CROSSING BRIDGE IMPACT ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
(ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2)
1 15+37 -L- LT to 18+09 -L- LT Utility Relocation X 2092 1392 3484
0)
O
N
05.
a)
a)
Ct
TOTALS*: 2092 1392 3484 0 0 0 0 0
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
7/10/2019
PAMLICO COUNTY
B-4593
BRIDGE REPLACEMENT ON NC HWY 55 BYPASS
OVER TRENT CREEK
Revised 2018 Feb SHEET 2 OF 3

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
ZONE 1 ZONE 2
SITE NO. STATION (FROM/TO) (ft2) (ft)
1 15+37 to 18+09 -L- LT 2092 1392
0)
N—
O
N
0)
>
M
—)
75
a)
cn
.5
a)
i
TOTAL: 2092 1392
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
7/10/2019
PAMLICO COUNTY
B-4593
BRIDGE REPLACEMENT ON NC HWY 55 BYPASS
OVER TRENT CREEK
Revised 2018 Feb SHEET 3 OF 3
Rev. Jan 2009