20151158 Ver 1_Application_20151104

iransportatian
November 3, 2015
Mr. Tom Steffens
NCDOT Coordinator
Washington Regulatory Field Office
U. S. Army Corps of Engineers
2407 W Sth Street
Washington, NC 27889-1000
Dear Sirs:
PRT McCRC7RY
Covernor
N[CHQ�.AS J. TEI'JNYSQN
Secretary
Mr. Stephen Lane
NCDOT Coordinator
N.C. Dept. of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Subject: Application for Section 10 and Section 404 Nationwide Permits (NWP) 23 and
12, Section 401 Water Quality Certification, Tar-Pamlico Riparian Buffer
Authorization and CAMA General Permit for the replacement of Bridge No. 55
over Pantego Creek on US 264 in Pantego, Beaufort County; TIP B-5300;
Federal Aid Project No. BRST-0264(53); Debit $400 from WBS 46000.1.1.
The North Carolina Department of Transportation (NCDOT) proposes to replace existing Bridge
No. 55 over Pantego Creek on US 264 in Pantego in Beaufort County. The project involves
replacement of the existing 75-foot bridge and approaches with a new 95-foot double span bridge.
The approach roadway will extend approximately 230 feet from the southern end of the new bridge
and 174 feet from the northern end of the new bridge. The bridge will be crowned with a 2.5%
cross-slope, with 12' travel lanes and 2'-3"shoulders and 5'-6" sidewalks, 28'-6" clear width and
42' (OTO width).
Please see enclosed copies of the Pre-Construction Notification (PCN), Preliminary Jurisdictional
Determination Form, permit drawings, buffer drawings, utility drawings, stormwater management
plan, and roadway plans for the project. A Programmatic Categorical Exclusion (PCE) was
completed for this project on October 31, 2014 and distributed shortly thereafter. This project calls
for a letting date of March 15, 2016 and a review date of January 26, 2016; however, the let date
may advance as additional funding becomes available.
Project construction will require less 0.01 acre of permanent impact to surface water for placement
of proposed bridge piers, and 0.01 acre of temporary impact for removal of existing piers. No
impact to wetlands are anticipated. Bridge construction will also have allowable riparian buffer
impact to 2,956 sq. ft. in Zone 1 and 2,174 sq. ft. in Zone 2. Utility work will require 0.04 acre of
hand clearing in wetlands and allowable impacts to 1,551 sq. ft. of buffers in Zone 1 and 886 sq. ft.
in Zone 2 associated with power poles and powerlines.
�Nathing Car�pares�_
State of North Carolina � Department of Transportation � Project Development and Environmental Analysis Unit
1020 Birch Ridge Drive I 1598 Mail Service Ceuter � Raleigh, NC 27699-159$
919-707-6000 T

Regulatory Approvals
Section 404 Permit: All aspects of this project are being processed by the Federal Highway
Administration as a"Categorical Exclusion" in accordance with 23 CFR 771.115(b). The NCDOT
requests that the project be authorized by NW 23 for bridge construction. We are requesting
issuance ofNW 12 for utility relocations resulting from project construction.
Section 401 Permit: We anticipate 401 General Certification numbers 3891 and 3884 will apply to
this project. Tar-Pamlico Riparian Buffer Authorization will also be needed for impact to riparian
buffers.
Coastal Area Management Act: We further anticipate that the project qualifies for approval by the
N.C. Division of Coastal Management under the General Permit for Replacement of Existing
Bridges and Culverts.
A copy of this permit application and its distribution list will be posted on the NCDOT Website at
https://connect.ncdot.gov/resources/Environmental/Pages/default.aspx, under Quick Links > Permit
Applications. A copy of the PCE is also available at the above website address under Quick Links
> Environmental Documents. Thank you for your assistance with this project. If you have any
questions or need additional information, please contact Gordon Cashin at [phone].
Sincerely,
__
_ __._., _._. _ __._
�----�"_7
J Richard W. Hancock, P.E., Manager
Project Development and Environmental Analysis Unit
cc
NCDOT Permit Application Standard Distribution List.

�o� vvArE�,� Office Use Only:
� � 4 � Corps action ID no.
i�. � i � r DWQ project no.
° � Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit � Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 23 &12 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express � Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h � Yes ❑ No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? � Yes ❑ No
2. Project Information
2a. Name of project: Replacement of Bridge 55 over Pantego Creek on US 264
2b. County: Beaufort
2c. Nearest municipality / town: Pantego
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state g_5300
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party (for LLC if not applicable
applicable):
3d. Street address: 1598 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699-1598
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name: not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): not applicable
1 b. Site coordinates (in decimal degrees): Latitude: 35.587494 Longitude: -76.662776
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 6.01 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Pantego Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: upstream: C, SW; downstream SC, NSW
2c. River basin: Tar Pamlico River Basin
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Residential, urbanized, some forested
3b. List the total estimated acreage of all existing wetlands on the property
0.30 acre.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
380 feet
3d. Explain the purpose of the proposed project:
To replace a structurally deficient bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a 75-foot bridge with a 95-foot bridge on the existing alignment with an off-site detour.
Standard road building equipment, such as trucks, dozers, and cranes will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained fo�r this property / � Yes � No ❑ Unknown
project (including all prior phases) in the past.
Comments: Requesting a preliminary JD at permitting
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: NCDOT
Name (if known): Gordon Cashin, Tyler Stanton Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
� Wetlands � Streams - tributaries � Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem orar T
Site 1❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 1❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 3❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 4❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 5❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 6❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts 0.0 Perm.
0.0 Temporary
2h. Comments: 0.04 acre of wetlands will be handcleared for a utility power pole.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of Average �mpact length
number - (PER) or jurisdiction stream (linear feet)
Permanent (P) or intermittent (Corps - 404, 10 width
Temporary (T) (INT)? DWQ — non-404, (feet)
other)
Site 1❑ P� T Bridge pier Pantego Creek � PER � Corps 60 0.01 ac
removal ❑ INT � DWQ
Site 1� P � T New bridge Pantego Creek � PER � Corps 60 <0.01 ac
piers ❑ INT � DWQ
Site 3❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 4❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 5❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 6❑ P 0 T ❑ PER ❑ Corps
❑ INT ❑ DWQ
<0.01 Perm
3h. Total stream and tributary impacts 0.01 Temp
3i. Comments:

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individuall list all o en water im acts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number— waterbody Type of impact Waterbody type Area of impact (acres)
Permanent (P) or (if applicable)
Temporary T
01 ❑P�T
02 ❑POT
03 ❑P�T
04 ❑P�T
4f. Total open water impacts 0.0 Permanent
0.0 Temporary
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction roposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or (acres)
number purpose of pond Excavat
Flooded Filled ed Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer
im acts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse � Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number — Reason for impact Buffer Zone 1 impact Zone 2 impact
Permanent (P) or Stream name mitigation (square feet) (square feet)
Tem orar T) re uired?
B1 � P❑ T Bridge Pantego Creek � Nos 2956 2174
B2 ❑ P� T Power lines Pantego Creek � NoS 1551 886
B3 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed bridge is longer than the existing bridge with fewer spans; the proposed bridge will be at approximately the
same grade as the existing structure; an off site detour will be used.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Best Management Practices for the Protection of Surface Waters and Design Guidelines for Sensitive Watersheds will be
implemented. An in-water work moratorium will be observed from February 15th to June 30t". Construction activities will
adhere to guidelines outlined in Precautions for Construction in Areas Which May Be Used by the West Indian Manatee in
North Carolina (2003 USFWS).
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes � No
impacts to Waters of the U.S. or Waters of the State? If no, explain: Due to the minimal amount of impacts,
com ensato miti ation is not ro osed.
2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
� Yes ❑ No
Comments:
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? N/A
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached permit drawings.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? not applicable
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
4a. Which of the following state-implemented stormwater management programs apply ❑ HQW
(check all that apply): ❑ ORW
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State � Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) � Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes
additional development, which could impact nearby downstream water quality? � No
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby
land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
not applicable
10

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
� Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS County Site, NC Natural Heritage site
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ❑ Yes � No
status (e.g., Nationai Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NEPA Documentation
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA
8c. What source(s) did you use to make the floodplain determination? FEMA Maps
7
-� Richard Hancock �_, �°���� � � �:% ` ��.�
ApplicanUAgenYs Printed Name �� qpplicant/Agent's Signature Date
(AgenYs signature is valid only if an authorization letter from the applicant
is rovided.
11

DCM MP-1
APPLICATION for
�
Ma�or Deuelopment Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicanf/ Landowner Information
Business Name Project Name (if applicable)
North Carolina Department Of Transportation (Ncdot) B-5300
Applicant 1: First Name MI Last Name
Richard W Hancock
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
1598 Mail Service Center Raleigh NC
ZIP Country Phone No. FAX No.
27699 1598 919 - 707 - 6107 ext. - -
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name MI Last Name
AgenU Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1 Phone No. 2
- - ext. - - ext.
FAX No. Contractor #
Street Address (if different from above) City State ZIP
Email
<Form continues on back>

Form DCM MP-1 (Page 2 of 4) APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Beaufort Bridge B-5300 on US 264 US 264
Subdivision Name City State Zip
Pantego NC -
Phone No. Lot No.(s) (if many, attach additional page with list)
- - ext. , , , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Tar-Pamlico Pantego Creek
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
❑Natural �Manmade ❑Unknown Pantego Creek
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
�Yes ❑No work falls within.
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
80 LF 21,780.00 sq. ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal waterlevel)
(If many lot sizes, please attach additional page with a list) +/- 3' �NHW or �NWL
e. Vegetation on tract
Brushy/woody vegetation on the over banks.
f. Man-made features and uses now on tract
Existing US 264
g. Identify and describe the existing land uses adlacent to the proposed project site.
Northeast, northwest and southwest quadrants have local business, southeast quadrant has woods and brushes.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
N/A (Attach zoning compliance certificate, if applicable)
❑Yes ❑No �NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes �No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes �No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes �No ❑NA
National Register listed or eligible property?
<Form continues on next page>

Form DCM MP-1 (Page 3 of 4) APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? �Yes ❑No
(ii) Are there coastal wetlands on the site? ❑Yes �No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? �Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial �Public/Government
❑ Private/Commu nity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The existing six span 75' bridge is being replaced with a proposed 95' double span cored slab structure. The bridge will be
crowned with 2.5% cross-slope, with 12' travel lanes and 2'-3" shoulders and 5'-6" sidewalks, 28'-6" Clear Width and 42'
(OTO Width). Existing drainage patterns are being maintained. Runoff is being discharged as far away from the stream as
practicable. No deck drains required. Drainage inlets have been added to minimize flow from the roadway onto the bridge
deck.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The proposed bridge will be composed of pre-cast cored slab segments which will be delivered to the site by truck and will
be placed by crane.
d. List all development activities you propose.
Replace bridge and grade roadway approaches and shoulders.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 0.5 ❑Sq.Ft or �Acres
g. Will the proposed project encroach on any public easement, public accessway or other area �Yes ❑No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
The proposed inlets will collect water from the roadway and discharge into Pantego Creek.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes �No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No �NA
j. Is there any mitigation proposed? ❑Yes �No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>

Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
6. Additionallnformation
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) —(� are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already compiete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Phone No.
Address
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and foilow-up
monitoring of the project.
I further certif that the information provided in this application is truthful to the best of my knowledge.
Date l� `� ZO \ Print Name M� 5• ��YY�S .L1L
Signature � �� 'taP ���.�
����
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information �DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
I�' ;`-'. <� . $ � ? �Z,i ._- 5, ,., e z . � �., .. , _� .. ;: S a r � . ' .;: c tT �. , . . . _ . _ ; a . . :. , r �. . x t i :f tf 4 i _ t 3, e . , . , .

Form DCM MP-5
BRIDGESand 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
c. Type of bridge (construction material):
Concrete Cored Slab
e. (i) Will proposed bridge replace an existing bridge? �Yes ❑No
If yes,
(ii) Length of existing bridge: 75
(iii) Width of existing bridge: 28.4
(iv) Navigation clearance underneath existing bridge: NA
(v) Will all, or a part of, the existing bridge be removed?
(Explain) Existing bridge will be completely removed.
9• Length of proposed bridge: 95'
i. Will the proposed bridge affect existing water flow? ❑Yes �No
If yes, explain:
k. Navigation clearance underneath proposed bridge: NA
b. Water body to be crossed by bridge:
Pantego Creek
d. Water depth at the proposed crossing at NLW or NWL:
+/- 10' at NLW
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)
h• Width of proposed bridge: 42'
j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ❑Yes �No
If yes, explain:
I. Have you contacted the U.S. Coast Guard concerning their
approval? �Yes ❑No
If yes, explain: Advance Approval requested September
10, 2015
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: NA
waters? ❑Yes �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:

c. Type of culvert (construction material):
d. (i) Will proposed culvert replace an existing bridge?
< Form continues on back>
❑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)
f� Length of proposed culvert:
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)
9� 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? ❑Yes ❑No ❑Yes ❑No
If yes, explain: If yes, explain:
3. EXCAVATION and FILL ❑This section not applicable
-�
c.
(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:
(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:
(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:

d
e
7
If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area:
(ii) Dimensions of the spoil disposal area:
(iii) Do you claim title to the disposal area? ❑Yes ❑No (Ifno, attach a lettergranting 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.
(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:
(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:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
4. GENERAL
a
Will the proposed project require the relocation of any existing
utility lines? �Yes ❑No
If yes, explain: See attached utilty narrative
If this portion of the proposed project has already received
approval from local authorities, p/ease attach a copy of the
approval or certification.
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 ❑SAV ❑SB
❑WL �None
(ii) Describe the purpose of the excavation in these areas:
b. Will the proposed project require the construction of any temporary
detour structures? ❑Yes �No
If yes, explain:
< Form continues on back>

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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. NA
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
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.
11' .{ � "t.v l�
Date
_�3p�
f. Will wetlands be crossed in transporting equipment to project site?
❑Yes �No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Project Name
NCA�T
' ant Name
`��. ` ,
w—' ��,�/� frh Co t�1G
Applicant S nature
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PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Gordon Cashin, NCDOT, 1598 Mail Service Center, Raleigh, NC 27699-1598
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: CESAW-RG-L
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
TIP: B-5300 Description: Replace Bridge No. 55 over Pantego Creek on US
264
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES
AT DIFFERENT SITES)
State: NC County/parish/borough: Beaufort City: Pantego
Center coordinates of site (lat/long in degree decimal format):
Lat 35.587606 Long. -76.662696
Universal Transverse Mercator: NA
Name of nearest waterbody: Pantego Creek
Identify (estimate) amount of waters in the review area:
Non-wetland waters: See table, linear feet: 200
Cowardin Class: Riverine
Stream Flow: Perennial
Wetlands: 0.30 acres.
Cowardin Class: Forested
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: Pantego Creek
Non-Tidal: Pantego Creek, upstream of the bridge
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination Date:
❑ Field Determination Date(s):
1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this

preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre-construction notification" (PCN), or requests verification for a non-reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "may be"waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
�

SUPPORTING DATA: Data reviewed for preliminary JD (check all that apply
- checked items should be included in case file and, where checked and
requested, appropriately reference sources below):
❑ Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant
❑ Data sheets prepared/submitted by or on behalf of the
applicant/consultant
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps
❑ U.S. Geological Survey map(s). Cite scale & quad name: 1:24000;
❑ USDA Natural Resources Conservation Service Soil Survey
Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodectic Vertical Datum
of 1929)
❑ Photographs: ❑ Aerial (Name & Date): or ❑ Other (Name &
Date):
❑ Previous determination(s). File no. and date of response letter:
� Other information (please specify): Figure 3 and Tables 5& 6 from the
Natural Resources Technical Report showing jurisdictional areas.
IMPORTANT NOTE: The information recorded on this form has not
necessarilv been verified bv the Corps and should not be relied upon for
later iurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
K3
a � � ,3 /S
7 � �
Signature and date of '—
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Estimated
Cowardin amount of
Site Name Latitude Longitude Class aquatic Class of aquatic resource
resource in
review area
35.587494 -76.662776
WA oN oW PF01 0.26 acre(s) non-section 10 — wetland
35.587494 -76.662776
WB oN oW PF01 0.03 acre(s) non-section 10 — wetland
35.587494, -76.662776
WC oN oW PSS 0.01 acre(s) non-section10 - wetland
Pantego 35.587494 -76.662776
Creek °N °W 200 linear feet section 10 — tidal
35.587494 -76.662776
UT oN oW 95 linear feet non section 10 — non-tidal
35.587494 -76.662776
Excavated oN oW 85 linear feet non-section 10 — non-tidal
°N - °W acre(s) section 10 — tidal
°N - °W acre(s) section 10 — tidal
°N - °W acre(s) section 10 — tidal
°N - °W acre(s) section 10 — tidal
°N - °W acre(s) section 10 — tidal
°N - °W acre(s) section 10 — tidal
°N - °W acre(s) section 10 — tidal
°N - °W acre(s) section 10 — tidal
°N - °W acre(s) section 10 — tidal
°N - °W acre(s) section 10 — tidal
°N - °W acre(s) section 10 — tidal
°N - °W acre(s) section 10 — tidal
°N - °W acre(s) section 10 — tidal
°N - °W acre(s) section 10 — tidal
°N - °W acre(s) section 10 — tidal
°N - °W acre(s) section 10 — tidal
°N - °W acre(s) section 10 — tidal
°N - °W acre(s) section 10 — tidal
°N - °W acre(s) section 10 — tidal
°N - °W acre(s) section 10 — tidal

l ll¢;114�'zl4' North Carolina Department of Transportation �
S lcli't� ik vc7 [['Y H ighway Stormwater Prog ram
�:
STORMWATER MANAGEMENT PLAN '�';•.::_::=�
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 46000.1.1 TIP No.: B-5300 Count (ies : Beaufort Pa e 1 of 1
General Project Information
WBS Element: 46000.1.1 TIP Number: B-5300 Project T pe: Brid e Replacement Date: 9/23/2015
NCDOT Contact: Paul Jordan Contractor / Designer: Shirshant Sharma
Address: NCDOT Hydraulics Unit Address: Zg01 Yorkmont Road, Suite 100
1590 Mail Service Center
Ralei h, NC - 27699-1590
Phone: [phone] Phone:[phone]
Email: pa'ordan ncdot. ov Email: shirshant.sharma amecfw.com
CitylTown: Pantego County(ies): Beaufort
River Basin s: Tar-Pamlico CAMA Count ? Yes
Wetlands within Project Limits? No
Pro'ect Description
Project Length (lin. miles or feet): 500 ft Surrounding Land Use: Rural
Proposed Pro'ect Existin Site
Project Built-Upon Area (ac.) 0.5 ac. 0.4 ac.
Typical Cross Section Description: (Approach) 2- 12' lanes with Curb and Gutter (Approach) 2- 12' lanes with 2' shoulders LT, 5' shoulder RT (Bridge)
(Bridge) 2- 12' lane with 2.25' shoulders and 5.5' sidewalks 2- 13' lanes with 5' Sidewalk
Annual Avg Daily Traffic (veh/hr/day): Design/Future: 390 Year: 2014 Existing: 530 Year: 2007
General Project Narrative: The existing six span 75' bridge is being replaced with a proposed 95' double span cored slab structure. The bridge will be crowned with 2.5% cross-slope, with 12' travel lanes
(Description of Minimization of Water and 2'-3" shoulders and 5'-6" sidewalks, 28'-6" Clear Width and 42' (OTO Width). Existing drainage patterns are being maintained. Runoff is being discharged as far away from
Quality Impacts) the stream as practicable. No deck drains required. Drainage inlets have been added to minimize flow from the roadway onto the bridge deck.
Waterbody Information
Surface Water Bod 1: Pante o Creek NCDWR Stream Index No.: 29-34-34- 1), 29-34-34- 2
NCDWR Surface Water Classification for Water Body Primary Classification: Class C Class SC
Supplemental Classification: Swamp Waters Sw NSW
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A
Deck Drains Dischar e Over Water Bod ? 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)

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LOCA TI011t: REl'LA CE BRIDGE 11t0. SS. O T�ER PAI�TEGO CREEK 01� US 264
TYPE OF WORI�: GRADI11lG, PA VI1�G, DRAI1�lAGE A1�D STR UCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGI N TI P PROJECT 6-5300
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LOCA TI011t: REl'LA CE BRIDGE 11t0. SS. O T�ER PAI�TEGO CREEK 01� US 264
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BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ft2) (ft2) (ft2) (ft2) (ftZ) (ftZ) (ftz)
1 Bridge -L- 19+28 - 13+26' X 2956.0 2174.0
TOTAL: zsss.o z��a.o o.o o.o o.o o.o
NOTE:
2956 SQ FT of allowable impacts in zone 1
2174 SQ FT of allowable impacts in zone 2
Buffer Drawing
Sheet 5 of 5
Rev. May 2006

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THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. �
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PREPARED IN THE OFFICE OF: PROIECT REFERENCE NO. SHEET NO.
8-5300 ',.�
��� DESIGNED BY: 1RG
THEWOOTENCOMPANY DRAWN BV: TK �,,,,,
➢ CHECKED BY: 1RG `�SN �Aq�(f'•
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—� Z� VERTICAL SCALE � HORIZONTAL SCALE ? 3787e
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,�, Illffm ��iii�� DEPARTMENT OF '�:F%INEE?:'�,='
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— WATER AND SEWER LINE ,,,,,�
CONSTRUCTION SHOWN UTILITIES ENGINEERING SEC ,� ,,,,
PHONE: �919� 707-6690 UTILITY GONSTRUCTION
ON THIS SHEET FAX: [phone] p�qNS ONLY
UTILITY CONSTRUCTION
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BACKGROUND FOR REFERENCE PURPOSES ONLY
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�, o- PROJEC� REFERENCE NO.
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� a amec'� 4021 Stlr�up C�eeK Orive,Suite 100 WJI SHEEf NO.
m,/ /� UNDER PANTEGO CREEK SUB GRADE
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N 1

� � PROJECT REFERENCE NO. SHEET NO.
, ��' ^/ � �' 402 � Stlr� p CreeK Dr/ve�Suitet 900I nc. B-5µ300 � No NWS
, / / � amec'� Du�hom. North Corolino 27703 ROADWAY DESIGN HYDRAULICS
/ / � NC Enginee�ing F-1253 NC Geology C-247 ENGWEER ENGINEER
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L= 498.33' � L= 188.62' L= 295.20' T= 3 6 2 2' _ w � U P O T S T A. 2 1 + 0 0. 0 0 � o
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Q� SHEETS 5-1 TO �Z . `�
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� PREPARED IN THE OFFICE OF: PROIECT REFERENCE NO. SH ET NO.
� WATF�R LINF�S OW�IED BY BEAUFORT COUNTY 8-5300 :���
� I I I I �i DESIGNED BV: JRG
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4O ---- ------- ------ ----- - -------- ---------- ------------ --------- -------------- ----------- ---------- -------- ---- ---------- -------. THE WOOTEN COMPANY „ ,,,
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LINE LL NOT PASS IRECTLY UNDE NEATH THE N W BRIDGE �� APPROVED BY: MDS : QP� y9�.
I a .. u.�;�r REVISED: - SEAL
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3° o =S+ N I ��n CONSTRUCTION SHOWN E. �9iy� �o��evo
= o� a c�v a I �- � I Q+' �N THIS SHEET PHFAX: (919) 250.-0151 UTILITY CONSTRUCTION
_� � + + Q t J.__ �� _ _ _ _.�__ I.���_.� .�..--__.�. � _ _"""__�� PlANS ONLY
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(�IE TO XIST. 12" Wl] ���
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WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln 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)
A1 AERIAL POWER LINE
16+65 to17+g3-L- 0.04
TOTALS: 0.00 0.04 0.00 0.00 0.00 0.00 0.00
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DB 717 PG 684 6�.00'6 W CLASS II RIPRAP W/FABRIC N 4�'99'00• 95 ' ��, �
� TO TOP OF BERM 89.20' - .• V.. N ol'49'00' E I I I
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-L- m -DRI- (STRUCTURE PAV ITEMJ PROPOSED ��s.zr � e � - � � N � �
6 U/G WL
PI Sio /2+61.83 Pl Sta 15+92.68 PI Sto 23+91.68 P/ S1a IO f97.34 y N " �z�.or . �- --- I o N
p= 43' 26' 25.0' (LT! �= 4 l9' 22.0' (LT ) �= 88' 42' S.0" RTJ �= 43' S0' 422" (LT I w I ��
D= 8' 43' 02J' D= 2' /7' 30.6" D= 30' 02' S3. ' D= 63' 39' 43J" _ � I END TIP PRO ECT B-5300 I I Z p
L = 68.87' a � ��
L= 498.33' � L= 188.62' L= 295.20' T= 36.22' w � ALLOWABLE IMPACTS ZONE 1�, pOT STA. 21 +00.00 _ � I� � �
T= 261.83' o T= 94.35' T= 186.41' - o � I �, o
R= 657.27' R= 2,500.00' R= I90.68' R= 90.00' o a x �o ° L_ _
T� /� ALLOWABLE IMPACT ZONE 2 �J I I� � ---I
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BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ftZ) (ft2) (ftZ) (ftZ)
A2 Power Line 17+82to 18+04-L- 471.0
A3 Power Line 18+04 to 18+535 -L- 740.0
A4 Power Line 19+04 to 19+41 -L- 811.0
A5 Power Line 19+41 to 19+61 -L- 415.0
TOTALS: �s5�.o 886.0
Uk; �:�y
Buffer �rawing
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See Sheet � B For Conventi onal Symbols
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LOCA TI01�: REPLA CE BRIDGE 1�0. 55. O VER PAI�TEG4 CREEK 01� US 264
TYPE OF WORK: GRADII�G, PA VI1�G, DRAII�AGE A1�D STR UCTURE
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.
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DOCUMENT NOT CONSIDERED FINAL
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Prepared i n the Of f i ce of: HYDRA ULICS E111GI11lEER
GRAPHIC SCALES DESIGII� DATA PRO,%ECT LE11lGTH �; 402 � Stirrup C�eeK Drive,s� tent �� nfrastructure, Inc.
50 2 5 0 50 100 ADT 2 016 = 4, 3 3 9 a m ec Durhom, North Carolino 27703
f o ste r NC Engi neeri ng F- 9 253 NC Geology C-247 � ���
--- ADT 2036 = 7,035 LENGTH ROADWAY TIP PROJECT B-5300 = 0.077 MILES wheeler 19 191 38 9-9900 �� o� ����
�I�I� � -
� K — � O % 2012 STANDARD SPECIFICATIONS �Q �Q
PLANS p= 60 0�o LENGTH STRUCTURE TIP PROJECT B-5300 = 0.018 MILES W. S. HOOD, PE P.E. � a
PROJECT ENGINEER SIGNATURE: � �
50 25 0 50 l0o T= 14 %* RIGHT OF WAY DATE: a
_ TOTAL LENGTH TIP PROJECT B-5300 = 0.095 MILES BRAD TRIPP PE ROADWAY DESIG11l ��, a�
V 30 MPH MARCH 20, 2015 � E111GI11lEER °
PROFILE (HORIZONTAL) *�ST =�% DUAL = 6% PROJECT DESIGN ENGINEER ���� 00���
l0 5 0 l0 20 = ARTERIAL LETTI11lG DATE: ARY L ERI PE �� �� p���
FUNC CLASS G OV NG,
SUBREGIONAL TIER MARCH 15, 2016 PROJECT ENGINEER
PROFILE (VERTICAL) NCDOT ROADWAY DESIGN
P.E.
SIGNATURE:
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Note: 1 �ot to Scale
*S. U.E. = Subsurface Utility Engineering
BOUNDARIES AND PROPERTY.•
State Line -----
County Line
Township Line ---
City Line --
Reservation Line -
Property Line
Existing Iron Pin
Property Corner
Property Monument
Parcel/Sequence Number
Existing Fence Line -X
0
EIP
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ECM
123
-X X-
Proposed Woven W�re Fence �
Proposed Chain Link Fence �'
Proposed Barbed Wire Fence '�
Existing Wetland Boundary - - - -WLe- - - -
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Known Soil Contamination: Area or Site �
Potential Soil Contamination: Area or Site �-
BUILDINGS AND OTHER CULTURE.•
WLB
EAB
EPB
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Gas Pump Vent or U/G Tank Cap O
Sign �
Well °
w
Small Mine �
Foundation �
Area Outline
Cemetery i
Building
School �
Church �
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Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
F I ow Arrow
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
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BZ 1
BZ 2
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RAILROADS.•
Standard Gauge
RR Signal Milepost
$WltCil
RR Abandoned
RR Dismantled
RIGHT OF WAY.•
Baseline Contro) Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite R�W Marker
Proposed Control of Access Line with
Concrete GA Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage / Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
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Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES.•
Existing Edge of Pavement -
Existing Curb -
Proposed Slope Stakes Cut -
Proposed Slope Stakes Fill -
Proposed Curb Ramp
Existing Metal Guardrail —
Proposed Guardrail =
Existing Cable Guiderail —
Proposed Cable Guiderail —
Equality Symbol
Pavement Removal
I�EGETATION.•
Single Tree
Single Shrub
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Woods Line � �
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EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES.•
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Pvwer Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E.*)
TELEPHONE:
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Proposed Telephone Pole �
Telephone Manhole O
Telephone Booth ❑�
Telephone Pedestal ❑T
Telephone Cell Tower �
U/G Telephone Cable Hand Hole HH
Recorded U/G Telephone Cable T
DOCUM
Designated U/G Telephone Cable (S.U.E.*) - - - - -T - ��ESs
Recorded U/G Telephone Conduit T�
Designated U/G Telephone Conduit (S.U.E.*j- - - - -T�- - - -
Recorded U/G Fiber Optics Cable T FO
Designated U/G Fiber Optics Cable (S.U.E.*-j- ----T Fo- --
WATER:
Water Manhole O
Water Meter o
Water Va lve �
Water Hydrant �
Recorded U/G Water Line W
Designated U/G Water Line (S.U.E.* - - - -W- - - -
Above Ground Water Line A�� Water
TV:
TV Satellite Dish C�
TV Pedestal ❑�
TV Towe r �
U/G TV Cable Hand Hole HH
Recorded U/G TV Cable T�
Designated U/G TV Cable (S.U.E.*) - - - -T�- - - -
Recorded U/G Fiber Optic Cable T� F°
Designated U/G Fiber Optic Cable (S.U.E.*� ----T� Fo- --
GAS :
Gas Va lve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
AL��iGT�'Q�ES��� i� O I
Geoenvironmental Boring
U/G Test Hole (S.U.E.*)
Abandoned According to Utility Records
End of Information
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PAVEMENT SCHEDULE
(FINAL PAVEMENT DESIGN APRIL �0, 20/��
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C 3 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LESS THAN 1%2" IN DEPTH OR
GREATER THAN 2" IN DEPTH
D1 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.OB, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1"
D 2 DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2%2" IN DEPTH OR
GREATER THAN 4" IN DEPTH
E1 I PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,
E 2 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LESS THAN 4" IN DEPTH OR GREATER
THAN 5%2" IN DEPTH
BASE TO BE STABILIZED WITH 200 TO 400 LBS. PER SQ.YARD
L OF STABILIZER AGGREGATE MIXED WITH THE TOP 3" OF
SUBGRADE SOIL AT LOCATIONS DIRECTED BY THE ENGINEER
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NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
SuRVEY
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USE IN CONJUNCTION WITH TYPICAL SECTION NO. 1—L— STA. 16 + 15.00 TO —L— STA. 17 + 55.00 LT & RT
USE IN CONJUNCTION WITH TYPICAL SECTION NO. 3—L— STA. 20 + 00.00 TO —L— STA. 21 + 00.00 RT
Detail Showing Method of Wedging
VAR. SLOPE
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PROJECT REFERENCE NO
B —5300
ROADWAY DESIGN
ENGINEER
SHEET NO.
2A —/
PAVEMENT DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
* .025 SUPERELEVATION CHOSEN
FOR HYDRAULIC SPREAD
USE TYPICAL SECTION NO. 1
—L— STA. 16 + 00.00 TO —L— STA. 17 + 55.00
NOTE:
1) TRANSITION FROM EXISTING PAVED SHOULDER
TO PROPOSED CURB AND GUTTER SECTION (SEE PLAN)
2) TRANSITION SIDEWALK FROM EXISTING
SHOULDER AT —L— STA. 16 + 00.00 TO PROPOSED BERM
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—L— STA. 17 + 55.00 TO —L— STA. 18 + 28.81 (BEGIN BRIDGE)
—L— STA. 19 + 26.19 (END BRIDGE) TO —L— STA. 20 + 00.00

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