20201945 Ver 1_ePCN Application_20210204

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes r No
Change only if needed.
BIMS # Assigned
20201945
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Washington Regional Office - [phone]
Information for Initial Review
1a. Name of project:
USCG Station Hatteras Inlet Maintenance Dredging
1a. Who is the Primary Contact?*
Jennifer ,ones
1b. Primary Contact Email:*
[e-mail]
Date Submitted
2/4/2021
Nearest Body of Water
Austin Creek (Clubhouse Creek); Pamlico Sound
Basin
Tar -Pamlico
Water Classification
SA; HOW
Version#*
1
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Robert Tankard:eads\rbtankard
1c. Primary Contact Phone:*
[phone]
Site Coordinates
Latitude: Longitude:
35.208510-75.703912
Pre -Filing Meeting Information
ID# Version
20201945 1
Pre -fling Meeting or Request Date*
12/11 /2020
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf 54.82KB
A. Processing Information C^U
County (or Counties) where the project is located:
Dare

Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
la. Type(s) of approval sought from the Corps:
• Section 404 Permit (wetlands, streams and waters, Clean Water Act)
• Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
r Yes
r No
1b. What type(s) of permit(s) do you wish to seek authorization?
W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
35 - Maintenance Dredging Existing Basins (Sect 10 Only)
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1i. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes (- No
2. Owner Information
2a. Name(s) on recorded deed:
United States Coast Guard
2b. Deed book and page no.:
2c. Responsible party:
Gregory P. Lodge, Technical Director, USCG
*
r Yes r No
r Yes r No

2d.Address
Street Address
59248 Coast Guard Road
Address Line 2
CKY
Hatteras
Postal / Zip Code
27943
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Gregory P. Lodge, Technical Director, USCG
3b. Business Name:
United States Coast Guard, Civil Engineering Unit Cleveland
3c.Address
Street Address
1240 East Ninth Street, Room 2179
Address Line 2
City
Cleveland
Postal / Zip Code
44199-2060
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
State / Province / legion
North Carolina
Country
United States
2f. Fax Number:
State / Province / legion
Ohio
Country
United States
3e. Fax Number:
4a. Name:
Jennifer Jones
4b. Business Name:
AECOM
4c.Address
Street Address
1600 Perimeter Park Drive, Suite 400
Address Line 2
City
State / Province / Region
Morrisville
North Carolina
Postal / Zip Code
Country
27560
United States
4d. Telephone Number:
4e. Fax Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
AGENT —AUTHORIZATION —FORM —USCG STA Hatteras Inlet-TD signed.pdf
101.26KB
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Hatteras

2. Project Identification
2a. Property Identification Number:
017356001
2c. Project Address
Street Address
59248 Coast Guard Road
Address Line 2
Oty
Hatteras
Rstal / Zip Code
27943
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Austin Creek (Clubhouse Creek); Pamlico Sound
3b. Water Resources Classification of nearest receiving water:*
SA; HOW
3c. What river basin(s) is your project located in?*
Tar -Pamlico
3d. Please provide the 12-digit HUC in which the project is located.
030201050306
4. Project Description and History
2b. Property size:
7.61
State / Rovince / Pagion
North Carolina
Country
United States
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
USCG Station Hatteras Inlet is located within the Cape Hatteras National Seashore near the southern end of Hatteras Island, approximately 2 miles west-southwest of Hatteras Inlet and
approximately 25 miles across Pamlico Sound from mainland North Carolina. The station is located on the northern side of Hatteras Island approximately 0.25 mile north of the Atlantic
Ocean. USCG Station Hatteras Inlet is situated adjacent to the Hatteras -Ocracoke ferry terminal and the navigable abutting Hatteras Channel, and can be approached by water from the
northwest. The docks and moorings at USCG Station Hatteras Inlet are located on the northeastern side of the station. The dredging will occur entirely in open water within the existing
boat basin and the area to be dredged is approximately 155 feet by 130 feet in size. The project area is bounded to the north and northwest by the Hatteras Channel and Pamlico
Sound, by Austin Creek to the east followed by residential homes, by the Hatteras -Ocracoke ferry terminal to the southeast and south, and by National Park Service property to the
southwest and west.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
Project History Upload
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USCG Station Hatteras Inlet Site Location Topo Map.pdf
1.24 MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
USCG Station Hatteras Inlet_NRCS Soil Survey Map.pdf 435.1 KB
4f. List the total estimated acreage of all existing wetlands on the property:
4g. List the total estimated linear feet of all existing streams on the property:
4h. Explain the purpose of the proposed project:*
The proposed project will involve maintenance dredging of the boat basin and moorings at USCG Station Hatteras Inlet in Hatteras, NC. The purpose of the proposed project is to
dredge the boat basin and moorings at USCG Station Hatteras Inlet to a required depth below Mean Lower Low Water (MLLW) datum. Due to natural sediment deposition, there is not
sufficient draft for the USCG to transit, moor and execute operational missions. The proposed dredging is necessary to ensure that the boat basin and moorings at USCG Station
Hatteras Inlet are dredged to a required depth necessary for operational considerations of the unit and to prevent shoaling. The project will involve mechanical dredging to a target
depth of -10 feet MLLW with a 1 foot over depth dredge for a total maximum dredge depth of -11 feet MLLW. The proposed dredging project will only temporarily impact open waters (an
area totaling approximately 0.46 acres) and will occur entirely within the existing boat basin limits (limited to an area approximately 155 feet from the shoreline).
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project involves mechanical dredging to a maximum depth of -11 feet MLLW. Dredging will be performed from a floating plant and not from land -based operations. Dredged material
will not be staged onshore. The dredged material will be deposited on barges, dewatered from the barge within a turbidity curtain, offloaded into lined/watertight trucks, and transported
by truck to the NCDEQ approved disposal site. The dredge material has been approved for disposal at the Dare County Construction and Demolition (C&D) Landfill located at 1603 Cub
Road in Manns Harbor, NC. This facility is a state -licensed and approved commercial landfill that will accept dredged material. The project area includes the horizontal extent and
vertical depths of the area that will be subject to dredging to a maximum depth of -11 feet MLLW (includes 1 foot of over depth dredge) within the proposed dredging footprint (an area
approximately 155 feet by 130 feet in size). This dredge depth will not exceed historic dredge depths at Station Hatteras Inlet. The calculated dredge volume for the boat basin and
moorings is approximately 2,186 cubic yards and the total acreage of the disturbed area is approximately 0.46 acres).
4j. Please upload project drawings for the proposed project.
C14929315XTO70Z08320FPAC19500-STAHatteras Inlet -Construction Drawings-95%Submittal-11A7.pdf 3.27MB

5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r Unknown
Comments:
Not Applicable
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
[. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
r Wetlands r Streams -tributaries ❑ Buffers
W Open Waters r Pond Construction
4.Open Water Impacts
Ia. Site # 4af. Impact Reason 4b. Impact type 4c. Name of wat,rbody 4d. Activity type 4e. Wate rbody type 4f. Impact area
)i Maintenance Dredging T Austin Creek/Pamlico Sound Dredging Sound 0.46
4g. Total temporary open water Impacts: 4g. Total permanent open water impacts:
0.46 0.00
4g. Total open water impacts:
0.46
4h. Comments:
Temporary, minor impacts to open water will occur from the dredging activities. During dredging and dewatering activities, there is potential for
sediment from the dredging area to be temporarily suspended in the water column. However, since the project is confined to a small area and will
occur entirely within the eAsting boat basin, the e:Qent of impact is anticipated to be limited to the immediate area of the dredging activities. The
proposed dredging will occur outside of any applicable dredging moratoriums (to be provided by state and/or federal agencies) and is a)pected to be
completed within appropmately 30 days of commencement of the dredging activities.
E. Impact Justification and Mitigation V
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:

There is not available shoreline or adequate structure to allow for dredging or stockpiling of material. Therefore, dredging will be performed from a
floating plant (barge) and not from land -based operations. Prior to commencing dredging operations, the dredge area will be enclosed with an
impermeable, full depth floating turbidity curtain with a weighted bottom edge. Other appropriate Best Management Practices (BMPS), such as
controlling the rate of dredging, to minimize the amount of silt that may become suspended. The turbidity curtain will remain in place until dredging
operations are completed and final depths have been verified. Pre -dredge and post -dredge soundings will be taken by a registered surveyor. The
dredged material will be deposited on barges, dewatered from the barge within the turbidity curtain, offloaded to lined/watertight trucks, and
transported by truck to the Dare County C&D Landfill for disposal. Dredged material will not be discharged into a wetland or other water body.
Sediment samples were collected within the proposed dredge area and analyzed for various parameters including the following analyses for toxicity
and hazardous waste characteristics: Toxicity Characteristic Leaching Procedure (TCLP) Metals; TCLP Volatile Organic Compounds; TCLP Semi -
Volatile Organic Compounds; TCLP Pesticides; TCLP Herbicides; reactivity (total cyanide and sulfide), corrosivity, and ignitability; grain size; total
organic carbon; percent moisture; percent solids; bulk density; and the paint filter test. Analytical results indicated that the TCLP results were below
either the laboratory's reportable limits or the USEPA TCLP regulatory levels; therefore, the sediment is characterized as non -hazardous waste. Based
on analytical results, the sediment is also characterized as non -corrosive and non -ignitable. The results of the grain size analysis indicated that the
samples had less than 68 percent of the material retained on the No. 200 sieve. Each of the sediment samples passed the paint filter liquid test. The
analytical results of the sediment sampling were provided to the NCDEQ Solid Waste Section and approval for disposal of the dredge material at the
Dare County C&D Landfill has been received.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Given the configuration of the boat basin and USCG docks, the type of equipment that can feasibly dredge the boat basin is a small mechanical
dredge. A closed clamshell bucket dredge will be used for the mechanical dredging and the dredge will be operated to maximize the bite of the
clamshell and reduce the amount of free water in the dredged material and the number of bites required to complete the dredging. The clamshell will
be lifted slowly through the water column to minimize the creation and dispersal of suspended sediments.
The dredging project will operate under restrictions that result in the least adverse effects to the environment. Specific language addressing air, water
and land quality, disposal/removal of waste and debris, cleaning up of pollutants, erosion and sediment controls, etc. will govern how construction
takes place. All water quality BMPs required by permits will be adhered to. To avoid potentially adverse impacts to aquatic resources, the proposed
project will occur outside of any applicable dredging moratoriums. The dredging is expected to be completed within approximately 30 days of
commencement of the dredging activities.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
No permanent impacts are proposed. Dredged material will not be discharged into a wetland or other water body. The dredged material will be deposited and retained in an area that
has no waters of the U.S. or State.
F. Stormwater Management and Diffuse Flow Plan (required by DWR) v
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
Not applicable.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
r N/A - project disturbs < 1 acre
3. Stormwater Requirements
3a. Select whether a completed stormwater management plan (SMP) is included for review and approval or if calculations are provided to document the project will not cause
degradation of downstream surface waters.*
r Stormwater Management r Antidegradation
Plan Calculations
3b. Stormwater Management Plan
3c. Antidegradation Calculations:
Comments:
Not applicable. The project requires removal and disposal of dredged material only. No permanent structures, infrastructure or impervious surfaces will be constructed.
G. Supplementary Information
1. Environmental Documentation

1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
1b. 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 (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
r Yes r No
Comments:
The proposed maintenance dredging will occur entirely within the existing boat basin limits and will not exceed historic dredge depths at Station
Hatteras Inlet. The dredge material has been approved for offsite disposal at Dare County C&D Landfill, a licensed disposal facility. The existing
landfill site consists of previously disturbed soils and stockpiled waste material. Dredged material will not be discharged into a wetland or other water
body.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
The project requires removal and disposal of dredged material only. No permanent structures, infrastructures or impervious surfaces will be
constructed.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No
What Federal Agency is involved?
NMFS
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
r Unknown
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
A USFWS Information for Planning and Conservation (IPaC) system review and an official species list was obtained. The NC Natural Heritage Program
(NC NHP) was consulted regarding potential natural heritage resources for the project area. A site survey of the project area was conducted.
Additionally, background research and records review were completed using various maps and available online sources for the project area including,
but not limited to: the NC OneMap Habitat Map; the NC NHP Natural Areas Map; the NC NHP Species/Community Search for Dare County; the USFWS
Critical Habitat Mapper; the National Marine Fisheries Service (NMFS) Southeast Regional Office website; and the NC Division of Marine Fisheries (NC
DMF) and NC Division of Coastal Management (NC DCM) habitat maps along with habitat requirements. Based on the resources reviewed, one
federally -listed threatened mammal species (West Indian Manatee; Trichechus manatus) was identified with potential to be impacted by the proposed
project. No designated or proposed critical habitat were identified within the project area under USFWS's jurisdiction. The USFWS Will be consulted.
Three endangered species (Hawksbill Sea Turtle, Kemp's Ridley Sea Turtle, and Leatherback Sea Turtle) and two threatened species (Green Sea
Turtle and Loggerhead Sea Turtle) were identified under NMFS jurisdiction with the potential to occur in the vicinity of the project area. No designated
or proposed critical habitats were identified within the project area under NMFS's purview.
Consultation Documentation Upload

Species List_ Raleigh Ecological Services Field Office_Feb 2021.pdf 274.96KB
NCNHP_Hatteras Inlet_NCNHDE-12540.pdf 967.08KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
Are there submerged aquatic vegetation (SAV) around the project vicinity?*
r Yes
r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
r Unknown
The National Oceanic and Atmospheric Administration (NOAA) Essential Fish Habitat (EFH) Mapper was reviewed. Additionally, background research
and records review were completed using various maps and available online sources for the project area including, but not limited to: the NC OneMap
Habitat Map; the NC DMF Fishery Nursery Areas map for Dare County; the NC DMF Mapped Fish Habitats in Coastal North Carolina; the INC DMF
Anadromous Fish Spawning Area (AFSA) maps; the NOAA Environmental Sensitivity Map for the project area; the South Atlantic Fishery Management
Plan Amendments; and the INC DMF coastal submerged aquatic vegetation (SAV) mapping. Based on review of the referenced sources, the project
area is not located in a designated SAV area, fishery nursery area, or within AFSA voters. The project area is located in an area of EFH; however, the
project area is not located in the vicinity of a designated EFH-Habitat Area of Particular Concern.
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 status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The INC SHPO Web GIS application, online files of the INC Office of State Archaeology, the NOAA Office of Coast Survey, and the NRHP. The USCG
determined that no historic properties would be impacted by the proposed project. A consultation package was submitted to the NC SHPO for Section
106 review (see attached). The USCG has received INC SHPO concurrence (see attached).
7c. Historic or Prehistoric Information Upload
USCG STA Hatteras Inlet - SHPO Consultation_final.pdf 6.86MB
ER-17-1949.pdf 150.71 KB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
Not applicable. No construction. The project involves dredging which will occur in open water.
8c. What source(s) did you use to make the floodplain determination?*
FEMA Flood Map Service Center — https://mse.fema.gov/portal/search (FIRM panel 3720958400K) and http://wvm.ncfloodrmps.corr
Miscellaneous u
Comments
Miscellaneous attachments not previously requested.
Signature
W By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the INC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Jennifer Jones
Signature
'C�tl�l�#.'dRld
Date
2/4/2021

SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
Parcel #: 017356001
LOT NO. PLAN NO. PARCEL ID: PIN #: 958410460929
STREET ADDRESS: 59248 Coast Guard Rd, Hatteras, NC 27943
Please print:
Property Owner:
Property Owner:
U.S. Coast Guard
The undersigned, registered property owners of the above noted property, do hereby authorize
Jennifer Jones
(Contractor / Agent)
of AECOM Technical Services, Inc.
(Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
1240 East Ninth Street, Room 2179, Cleveland, Ohio 44199-2060
Telephone:
[phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
LODGE.GREGORY.P Digitallysined by
ODGE.GREGORYPETER.127133990
ETER.1271339905 Date: 2021.02.04 08:48:10 -05'00'
Authorized Signature
Date: 2/4/2021
Authorized Signature
Date:

o Rollinun Channel Beacon
N
— = SAN
v.
Pue Beacon C) `+ - • "i ..ap'f''a _
Site Location
Jet Lt U S Coast/ — _ _ r '
6
Co I G
Map Location Site Location Map Attachment
wv MAINTENANCE DREDGING �_���
' - VA USCG STATION HATTERAS INLET
59248 Coast Guard Road
Hatteras, NC 27943
NG USGS Topographic Quadrangles: Hatteras AECOM
1600 Perimeter Park Drive, Suite 400
0 1,000 2,000 Morrisville, North Carolina 27560
Feet Phone: [phone]
GA SC September 2020 1 inch = 2,000 feet 60640518 Web: http://www.aecom.com

3: Soil Map —Dare County, North Carolina
(USCG Station Hatteras Inlet)
a
435830 435860 435890 435920 435950 435980
350 12' 35" N I I
f
Ilk
iZ
'a
E �
Soilnloee
• , r
35o 12' 25" N
435830 435860 435890 435920 435950 435980
Map Scale: 1:1,500 if printed on A portrait (8.5" x 11") sheet.
a
Myers N
0 20 40 80 120
0 50 100 200 300Feet
Map projection: Web Mercator Conermordinates: WGS84 Edge tics: UTM Zone 18N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
a
M10 436040
_ 35o 12' 35" N
iZ
I
�y
POO
I ' I i 35o 12' 25" N
436010 436040
m
a
1 /7/2021
Pagel of 3

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special
Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
0
Landfill
A.
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
o
Sodic Spot
Soil Map —Dare County, North Carolina
(USCG Station Hatteras Inlet)
MAP INFORMATION
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:24,000.
Stony Spot
th
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
4�
Other
line placement. The maps do not show the small areas of
Special Line Features
contrasting soils that could have been shown at a more detailed
scale.
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
—
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
. 0
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Dare County, North Carolina
Survey Area Data: Version 20, Jun 2, 2020
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Dec 31, 2009—Oct
30, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 1/7/2021
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Dare County, North Carolina
USCG Station Hatteras Inlet
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
PsB
Psamments, 0 to 6 percent
slopes
0.3
61.2%
W
Water
0.2
38.8%
Totals for Area of Interest
0.6
100.0%
USDA Natural Resources Web Soil Survey 1/7/2021
Conservation Service National Cooperative Soil Survey Page 3 of 3

dc 1
tFES
9th
I 'm-' ALcom
a 1790 CILZMAND
CIVIL
U.S. COAST GUARD
CIVIL ENGINEERING
UNIT CLEVELAND
F1STATION HATTERAS INLET
HATTERAS, NC
ElMAINTENANCE DREDGING
P/N 14929315
DI
DI
DRAWING INDEX
SHEET
DISCIPLINE
TITLE
G-01
GENERAL
TITLE SHEET
V-01
SURVEY
HYDROGRAPHIC SURVEY
V-02
SURVEY
HYDROGRAPHIC SURVEY SOUNDINGS
C-01
CIVIL
SITE PLAN
C-02
CIVIL
DREDGING PLAN
C-03
CIVIL
CROSS SECTIONS AND DETAILS
—= - —�� --
0
G��aR,�
VILLkSOF
HATTERAS
LANDING
COASTGUARDSTAT
HATTERAS INLET
HATTERAS LANDING
SHOPPING CENTER
PROJECT
PROJECT
LOCATION
LOCATION
NCDOT NT
COAST GUARD ROAD FE"'A'wA
RRY
7
DIVISION
VICINITY MAP
LOCATION MAP
I I NONE SCALE: NONE
AI
ELEVATION, SECTION OR DETAIL SYMBOLS
AERIAL PHOTO
INDICATES REFERENCE
ON DESTINATION SHEET
INDICATES REFERENCE
SHEET NUMBER WHERE ON DESTINATION SHEET
ELEVATION IS SHOWN _, I
SHEET NUMBER WHERE (� C-01
ELEVATION/SECTION DETAIL IS SHOWN -------
DETAIL
NONE
lu
0
z
Ld
Ld
LEI
UI
LEI 0 LLJ _j
z
0
FQ
J.M. HALL, CDR.
APPROVING OFFICER DATE a
G.P. LODGE 1111111M ID
TECHNICAL DIRECTOR
BOAT BASIN
M.M. BLACKBURN
IMANCH CHIEF

ZAP
- USCG HATTERAS CHANNEL -
SURVEY LIMITS
• PILING (TYP.)
I
• c. •S7cti v / / I / // Il, / ..
oTOWER+
•
RAMP
DOCK CLEAT (TYP.)
I I�
•
ILJr _ PELECTRIC
ANEL_
• °
\\
I\ ///
/
I
CP#3��
T —
/
S15°32'17"N/ /
522.32'
(TIE -LINE) 7
dLv�.
-.
(•
.9 8 / • o
1 �^
��\i.�f.�/��-. "�1~\
\.-\
�,
(
/�
I
/ `
(_�—
II
\\
// N
// /
// <o
///
- /
ELCTRIC II..`—.
n
vA~
L:
/
\
s PANEL
CONCRETE DOCK (
ZINGS MONUMENT
7
eV1v
CONCRETE DOCK I
I \ �;
/\✓
SEE SHEET V-02 FOR DETAILED \ I I —
•.
SOUNDING INFORMATION
LEGEND. METAL SEAWALL ` SURVEY LIMITS
• __ ___
CM ®_____
EMH D - ---
PILING
CONCRETE MONUMENT
ELECTRIC MANHOLE
Datums for 9654467,
USCG Station Hatteras, NC
All fig.— in feet relative
to MLLW
LP _ _
_ _ LIGHT POLE
MW Q____
MONITORING WELL
WV DQ _ _
_ _ WATER VALVE
1
CPAQ _ _ _
_ _ CONTROL POINT
BUILDING
0.75
�mlw o bs _
CONCRETE
DnQ-O.7
RIP4tAP
_ 0.5
AREA BLOCKED FROM SO RVEV BY
W810.39
USCG VESSEL
EXISTING CONTOUR (5- INTERVAL)
MSL 32
na
MN 047
-
/ 12'-----
EXISTING CONTOUR R' INTERVAL)
MLW: 0.08 _
MLLW: 0 OLQ_ •7_b8.
SURVEY LIMITS
fi.25
l
20
-0.5
Oat
PROJECT SURVEY CONTROL TABLE:
CONTROL POINT
TYPE
NORTHING
EASTING
ELEVATION
3
MAG NAIL IN CONC.
547127.39
2984283.82
6.45' (MLLW)
4
MAG NAIL IN CONC.
547262.47
2984345.12
6.30' (MLLW)
5
MAG NAIL IN CONC.
547118.53
2984461.60
6.24' (MLLW)
►[6111111�91
1. THIS IS NOT A VALID, TRUE COPY OF THIS DOCUMENT
UNLESS IT BEARS THE ORIGINAL SIGNATURE, SIGNATURE
DATE, AND THE RAISED, EMBOSSED SEAL OF THE
REGISTERED PROFESSIONAL LAND SURVEYOR NOTED
HEREON.
2. THIS PROPERTY IS SUBJECTTO ALL EASEMENTSAND
RESTRICTIONS OF RECORD. THIS PLAT SHOWS
EASEMENT(S) WHICH ARE OBVIOUS AND OR APPARENT.
3. ALL BEARINGSARE NC GRID BEARINGS UNLESS
OTHERWISE NOTED.
4. ALL DISTANCESAND COORDINATESARE HORIZONTAL
GROUND MEASUREMENTS IN US SURVEY FEET UNLESS
OTHERWISE NOTED.
5. HORIZONTAL DATUM NAD 1983 (2011 ADJUSTMENT).
VERTICAL DATUM MEAN LOWER LOW WATER.
6. ELEVATIONS ARE IN FEET AND REFER TO MEAN LOWER
LOW WATER (MLLW) RELATIVE TO THE STATION
8654467, USCG STATION HATTERAS, NC, 1983-2001
TIDAL EPOCH.
7. MEAN LOWER LOW WATER ELEVATION = NAVD88+
0.39-FT.
8. PROJECT BENCHMARK: NATIONAL GEODETIC SURVEY
TIDAL BENCHMARK CAHA 23 (PID DN6302), NORTHING
546,624.16(SFT), EASTING 2,994,143.90 (SET), ORTHO
HEIGHT 3.40 (FEET).
9. PROJECT SURVEYED WITH SONARMITE SINGLE -BEAM
ECHOSU NDER SYSTEM BY OH MEX LTD AND RTK GPS
HORIZONTAL POSITIONING EQUIPMENT.
10. THE INFORMATION DEPICTED ON THIS SURVEY MAP
REPRESENTS THE RESULTS OF SURVEY PERFORMED BY
AECOM TECHNICAL SERVICES, IN., MADE ON 9/9/2020.
THE CONDITIONS SHOWN ON THIS SURVEY ARE SUBJECT
TO RAPID CHANGE DUE TO CHANGING EVENTS.
1114wv l,� iri
O
O
CD
)\
C
GREEN-
VILLE
PAMLICO
SOUND
D
NEW
HATTERAS
INLET STATION
BERN
o Q
ATLANTIC
OCEAN
STABLE MILES
22 44
usc.G
U. S. COAST GUARD
CML ENGINEERING
oow z
3
>H� O
ZO N
U
tz, z O w
N w a ¢
0o rr �
U
m n z
0
U
Z
LLd
J ry
Z_ '�^
0 V I
Z N
W LLI > _
Q Q �LL
u) Q
LJ.I
Z Z (�
o p
Z Q Q
ZLI
Cf)Ld
� _
< U =
SHEET ID
BOAT BASIN
V-01

RAP
PILING (TYP.) -\
- USCG HATTERAS CHANNEL -
SURVEY LIMITS
° \ + +�� is + v + a + } s ✓ s a i a
• 6 �v + d p q f e, a m +' �. + + + o +� t,� +,i } i� +` +`� t.� +tea },� +, }, +' ' III
v o v a v O a +`� +`� +`i +`i +�J
CP #4 C^ +' +'?, +` v, +`. +`' +` t` +` +, +, r + y + +'y t'
o .. t pn� + ++e `4. �++ o +o 4% +B .`++,� -,S��tA BL'CS+T�I(ED'Dt M S a+ + � +++'i ++ °9 }`?r •d� `'.� '�d 'i � `'�S � ✓ , et, p ,
a ✓ o++a+++ ++s++,
_ +,. +,. },, +, ' +,' +,'
},. +TOWERa eta+r++++++++++} }}++
+ + +m+ LIT, +`+4+++++ + +t ++ +v+ t+ct+te+Stt+
+ d+ets++o+ ++ ,.
'
.Y .a ✓ a � � ?f ,.' +t,.',c t,.• _ t,.'rd t, a t,.'p t`, t,' � ,' t,' s t,'� +, � t+om'�R�✓ . ' s � . m
+,o +4 t+tt+o+o+tp
+
RAMP CLEiYPR•�o + ++C', ++ +�++++9+y e c+PANEL,
CP#3 + + m a
�rJ ' +� +� t, t, +, t, +, t, t, t, t, t, t, +,
`R 9REA BLSJCKE0.�ROM $U ✓ do d a d 'fa a a a a +'o t'a +`'a +, +` +. a +.� +. +,� +, t, +
BY g,3 VE?4 P .o s ,�
5'12.32' +p + v + s +` .. t`' +'� +` +• o +`ice +� p +teat. +� y +, Y +, s }ey y +`Y
S15°32'17"N/ s � '2
7'LP
t. t, t, t,
(TIE -LINE)
- €L CTRIC
N� +a v+., .ate +, +,..o +,,O' +✓ +`d e v ++� .s. ++aa ++� m.c + +}� ?. +` v +`' 'a +` ��a +` s t, "' ++,' _a t,'s t,'°s t,'s t, o t, o' t, p +,
d caoaPANEL +eLIFO-
GO
_PCRETE DOCK+t+ ++m+ +o+o} + +a + +
t
p
+ +' + +. + +a +, + +, + +, +, +
LIFO-
alNGS MONUMENT d a v +` +` o +, p +, +, +, e +, +, o +, +, +,
"DN6302" +, +, + +, +,� + +, + +,9 +, +, 1
+� +`� +`i +`� +`� +` +.� +. + a t + P ' a � 'ac ✓ 9 e s
+, + +, + 'El, +, +, +, �`
COM1�'RETErc'OCK 'sc a s e s � d s
p a m a �s s
+ +d t, t, t, t,
Y t, +, t, t, t,
e e a o s e a +' + +i
+'.o +' +,'a +` a +`•.o +`' +'a +•' +,� +,' +, },. +� }. }
+ ' +d t ' + @ } a +a } p t a +t +
is `rd +i✓ +`rd +jm t%i Y
PP #5<e d v .� o a e
m .a d e ,. a e ✓ a e• d +•'P +, +% + t, t, +,. +`. +` + +. +�
MFTAI
LEGEND:
• __ ___
PILING
CM ®_____
CONCRETE MONUMENT
EMH O----
ELECTRIC MANHOLE
LP * _ _
_ _ LIGHT POLE
MW Q____
MONITORING WELL
WV D4____
WATER VALVE
CP-4A ____
CONTROL POINT
BUILDING
CONCRETE
RIPi AP
AREA BLOCKED FROM SURVEY BY
USCG VESSEL
SURVEY LIMITS
X-70 _ _ _
_ _ SPOT ELEVATION
PROJECT SURVEY CONTROL TABLE:
CONTROL POINT
TYPE
NORTHING
EASTING
ELEVATION
3
MAG NAIL IN CONC.
547127.39
2984283.82
6.45' (MLLW)
4
MAG NAIL IN CONC.
547262.47
2984345.12
6.30' (MLLW)
5
MAG NAIL IN CONC.
547118.53
2984461.60
6.24' (MLLW)
NOTES:
1. THIS IS NOTAVALID, TRUE COPY OF THIS DOCUMENT
UNLESS IT BEARS THE ORIGINAL SIGNATURE, SIGNATURE
DATE, AND THE RAISED, EMBOSSED SEAL OF THE
REGISTERED PROFESSIONAL LAND SURVEYOR NOTED
HEREON.
2. THIS PROPERTY IS SUBJECTTO ALL EASEMENTS AND
RESTRICTIONS OF RECORD. THIS PLAT SHOWS
EASEMENT(S) WHICH ARE OBVIOUS AND OR APPARENT.
3. ALL BEARINGSARE NC GRID BEARINGS UNLESS
OTHERWISE NOTED.
4. ALL DISTANCESAND COORDINATESARE HORIZONTAL
GROUND MEASUREMENTS IN US SURVEY FEET UNLESS
OTHERWISE NOTED.
5. HORIZONTAL DATUM NAD 1983 (2011 ADJUSTMENT).
VERTICAL DATUM MEAN LOWER LOW WATER.
6. ELEVATIONS ARE IN FEET AND REFER TO MEAN LOWER
LOW WATER (MLLW) RELATIVE TO THE STATION
8654467, USCG STATION HATTERAS, NC, 1983-2001
TIDAL EPOCH.
7. MEAN LOWER LOW WATER ELEVATION = NAVD88+
0.39 FT.
8. PROJECT BENCHMARK: NATIONAL GEODETIC SURVEY
TIDAL BENCHMARK CAHA 23 (PID DN6302), NORTHING
546,624.16(SFT), EASTING 2,994,143.90 (SET), ORTHO
HEIGHT 3.40 (FEET).
9. PROJECT SURVEYED WITH SONARMITE SINGLE -BEAM
ECHOSU NDER SYSTEM BY OH MEX LTD AND RTK GPS
d
HORIZONTAL POSITIONING EQUIPMENT.
10. THE INFORMATION DEPICTED ON THIS SURVEY MAP
REPRESENTS THE RESULTS OF SURVEY PERFORMED BY
AECOM TECHNICAL SERVICES, IN., MADE ON 9/9/2020.
THE CONDITIONS SHOWN ON THIS SURVEY ARE SUBJECT
TO RAPID CHANGE DUE TO CHANGING EVENTS.
LICO
UNDTTERASINLET
T
STATION
ATLANTIC
OCEAN
STAMM MILES
0 22 44
LiSC.G.
U. S. COAST GUARD
CML ENGINEERING
aow z
N N
3
> F Q O
OU u
ZO N
Q
U
!n
z z O w
w w a
U
00
O
z
0
1 0 ..
LG Z
I O
O?M �Zo
�Z
Q QQa Q� UU QQ
z
z
3 m
w o
� z Y
cI aN 3 w
rw �K xm
Z
O �
� a
z N V w
xwz
w rn o
Z H Z W m
WEw Z z r
w w F z m
w z o
O w O
> f
a� ox
z z 3
z z m
N
w z <o 0
3O w'n
I
dM �M wOf
N W
Urn UpNi U V w
— V I
Z CD
Z
Z
J CD
Z_ U
C.�
Z N
UJ LL1 > Of
oQ V)
LJ
V Z =
Z
O Z Q
LJ N Ld CD
Z Cr
Q
m U =
2
SHEET ID
BOAT BASIN

1\10111*5
1. THIS IS NOT A VALID, TRUE COPY OF THIS DOCUMENT UNLESS IT BEARS THE
ORIGINAL SIGNATURE, SIGNATURE DATE, AND THE RAISED, EMBOSSED SEAL
OF THE REGISTERED PROFESSIONAL ENGINEER NOTED HEREON.
2. ALL BEARINGSARE NC GRID BEARINGS UNLESS OTHERWISE NOTED.
3. ALL DI STANCES AND COORDINATES ARE HORIZONTAL GROUND
MEASUREMENTS IN US SURVEY FEET UNLESS OTHERWISE NOTED.
4. HORIZONTAL DATUM NAD 1983 (2011 ADJUSTMENT). VERTICAL DATUM
MEAN LOWER LOW WATER.
5. ELEVATIONS ARE IN FEET AND REFER TO MEAN LOWER LOW WATER (MLLW)
RELATIVE TO THE STATION 8654467, USCG STATION HATTERAS, NC,
1983-2001 TIDAL EPOCH.
6. MEAN LOWER LOW WATER ELEVATION = NAVD88 + 0.39-FT.
7. THE PLAN OF THE SITE BEYOND THE PROJECT AREA TAKEN FROM A CAD FILE
PROVIDED BY THE COAST GUARD, C14929315C01SOW.DWG, SHEET C-01,
DATED SEPTEMBER 2018.
STATION
BUILDING
1
HELIPORT
MAINTENANCE
FACILITY
BUILDING
9
0
RECREATION
PAVILION
11
V I /
\
APPROXIMATE EXISTING SHORELINE \
RAP
PILING (TYP.)
• '.6 •SiG,y `o
TOWER
A—
RAMP DOCK CLEAT (TYP.) �— ELECTRIC
u PANEL
e*LP
• ELECTRIC �.
PANEL
irvvn�
CONCIETE
•d
- USCG HATTERAS CHANNEL -
LIMITS OF
PROJECT
WORK AREA
I =t—CAln-
__
PILING
CM ®_____
CONCRETE MONUMENT
EMIT ©----
ELECTRIC MANHOLE
LP >tiT _ _
_ _ LIGHT POLE
MW Q____
MONITORING WELL
WV pQ____
WATER VALVE
BUILDING
CONCRETE
RIPJIAP
AREA BLOCKED FROM SO RVEY BY
USCG VESSEL
PROJECT WORK AREA
LZSC.G:
U. S. COAST GUARD
CML ENGINEERING
oow z
3
NN Q O
>rp x
O U O
ZO N
zzz
N w a
U
6 O
O o z
0
O ..
� Z
Z > N H Q
w
� ON O� z p
0�E ao t
OzM �oo Zci�Z
¢¢¢o ¢m ¢¢
z
z
5 Y
w p m o
z Y
c� aN 3 w
� !r
� a
z N w
xwz
wmo
zoo w m
O z z r
Z 4 w FI wz m
w w w p
O w p �
> N O VI
a0 ox
C7
z z 0
c� p
w 3p ZN U
I _
dM pM wOi
N W UN UN (gym
U of U pf U V w
rm� z
J
Z
0 Z
Z N
Ww ; a_
o Q Ld
LJ ~
U Z in
Z
O cn
Z Q
LJ of
LLJ
Q Q
� U =
SHEET ID
BOAT BASIN
C-01

10410111*5
1. HORIZONTAL DATUM NAD 1983 (2011 ADJUSTMENT). VERTICAL DATUM
MEAN LOWER LOW WATER.
2. THE INFORMATION DEPICTED ON THIS SURVEY MAP REPRESENTS THE
RESULTS OF SURVEY PERFORMED BY AECOM TECHNICAL SERVICES, INC.,
MADE ON 9/9/2020. THE CONDITIONS SHOWN ON THIS SURVEY ARE
SUBJECTTO RAPID CHANGE DUE TO CHANGING EVENTS.
3. THE TARGET DREDGE ELEVATION FOR THIS SITE IS-10 MLLW. THE MAXIMUM
DREDGE ELEVATION IS-11 MLLW.
4. THE CONTRACTOR SHALL USE METHODS AND EQUIPMENT THAT PROTECT
THE BULKHEADS, DOCKS, PIER STRUCTURES, AND ALL SITE FEATURES FROM
DAMAGE.
5. THE CONTRACTOR SHALL NOT OBSTRUCT THE BOAT BASIN OR CHANNEL.
6. MORATORIUM ON DREDGING ACTIVITIES: COMPLY WITH ALL PERMITS. NO
DREDGE SHALL BE CONDUCTED BETWEEN mm/dd AND mm/dd.
7. TURBIDITY CURTAIN INSTALLATION AND OPERATION: INSTALL USING DETAIL
ON SHEET C-03. PLACE TURBIDITY CURTAIN TO COMPLETELY ENCLOSE
DREDGE AREA. PLACE MOVEABLE SECTION OF TURBIDITY CURTAIN OVERLAP
TOALLOW USCG VESSELS INGRESS/EGRESSTO BOAT BASIN. IMMEDIATELY
CLOSE OVERLAP SECTION UPON VESSEL PASSAGE.
o TOWER x
M1 E©
6
E
C-03
CP #3< "
S15'32'17"W /
522.32' ° e pip
(TIE -LINE) 7 ° ELECTRIC
PANEL
v Ci
C-03
/
LEGEND:
PILING
CM ®_____ CONCRETE MONUMENT
END 0---- ELECTRIC MANHOLE
LP Q _ _ _ _ LIGHT POLE
MW (D____ MONITORING WELL
WV N _ _ _ _ WATER VALVE
CP-40 _ _ _ _ _ CONTROL POINT
BUILDING
CONCRETE
RIP41AP
AREA BLOCKED FROM SURVEY BY USCG VESSEL
(TO BE DREDGED TO -10 MLLW)
PROPOSED TARGET DREDGE DEPTH (-10 MLLW)
PROPOSED OVER DREDGE (-11 MLLW)
�-10- _ _ _ _ EXISTING CONTOUR (5- INTERVAL)
EXISTING CONTOUR H' INTERVAL)
FINAL CONTOUR
0
- TC - - - - - TURBID" CURTAIN
01 _ _ _ _ _ DREDGE COORDINATE (SEE TABLE)
RIP -RAP
!P SS1 SEDIMENT CORE SAMPLE LOCATION (SEE TABLE)
0
0
o �
o
C
PILING (TYP.)
I I I I
CP#4S�
v
e
/
el 10
RAMP DOCK
CLEAT (TYP.) �- ELECT
u PANEL
I
1 1
\
ss-3
•
S4
s k
CONCRETE DOER
/
z'NGS MONUMENT B s6 > \
"DN6302" C-03 s 1/ n
a /
CONCRETE DOCK
02 - -
o' -
'
s CP #5<' .
METAL SEAWALL
I
l
I
I
I
I
\ I
CORE SAMPLE LOCATION TABLE
CORE SAMPLE ID
NORTHING
EA TING
S S -1
547196.71
2984370.86
SS-2
547171.43
2984400.21
SS-3
547210.09
2984398.15
-USCG HATTERAS CHANNEL -
SURVEY LIMITS
----- /
I v � / �
Il\ !
DREDGE COORDINATE TABLE
DREDGE ID
NORTHING
EASTING
D1
547183.00
2984284.26
D2
547078.24
2984369AO
D3
547147.12
2984461.90
D4
547166.02
2984461.91
D5
547167.62
2984450.81
D6
547189.34
2984463.61
D7
547202.43
2984447.29
D8
547213.84
2984431.37
D9
547223.62
2984424.52
D10
547237.23
2984422A9
D11
547243.77
2984405A6
D12
547263.91
2984398.20
D13
547267.98
2984390.82
D14
547248.60
2984366.27
/ I
\ CO3
/ (/ \ \
I ( �
/ I r C
B
C-03
0 /� \
\ l 1 a !
\ J I
A \ \I
C-03
-17-� I
/'J \
I \ \
SURVEY LIMITS
sT+rgp
�r9
o�
O
z
z g
0 -
ZQ a_
ww
HE � z
0 Q 0
LLI 0
V Z Ld
Z O
Z Q = 0
W ~ LIJ
Z
M U =
SHEET ID
BOAT BASIN
C-02

7■
ino
,■
10
EXISTING BULKHEAD
0.0 MLLW
-
TARGET DREDGE TO -10 MLLW
-10
3 \
DREDGE TO WITHIN 5' OF
---
T OVERDREDGE DEPTH (-11 MLLW)
PIERS AND BULKHEADS.
DO NOT DAMAGE
-20
0
10
20 40 60 80 100 120
SECTION q
VERT.: 0 10 20 C-02
HORIZ.: 0 20 40
SCALE IN FEET
10
EXISTING BULKHEAD
0.0 MLLW
- TARGET DREDGE TO-10 MLLW
-10
8 DREDGE TO WITHIN S OF
OVERDREDGE DEPTH (-11 MLLW)
PIERS AND BULKHEADS,
DO NOT DAMAGE
-20
140 160 180 0
EXISTING BULKHEAD
0.0 MLLW
d
—
r TARGET DREDGE TO -10 MLLW
10
d
8 ` DREDGE TO WITHIN 5' OF
OVERDREDGE DEPTH (-11 MLLW)
PIERS AND BULKHEADS.
DO NOT DAMAGE
-20
0
10
20 40 60 80 100 120
SECTION rC-�
VERT.: 0 10 20 C-02
HORIZ.: 0 20 40
SCALE IN FEET
EXISTING BULKHEAD
0 -
-10 d 1 L-
3
DREDGE TO WITHIN S OF
PIERS AND BULKHEADS.
DO NOT DAMAGE
-20
0
140 160
1 0.0 MLLW
TARGET DREDGE TO -10 MLLW
-
---- -- ---
OVERDREDGE DEPTH (-11 MLLW)
20 40 60 80 100 120
SECTION E
VERT.: 0 10 20 C-02
HORIZ.: 0 20 40
SCALE IN FEET
140 160
10
20 40 60 80 100 120
SECTION B
C-02
VERT.: 0 10 20
HORIZ.: 0 20 40
SCALE IN FEET
140 160 180
EXISTING BULKHEAD
0.0 MLLW
d
—
r TARGET DREDGE TO -10 MLLW
-10
d
-
8 DREDGE TO WITHIN S OF
�OVERDREDGE DEPTH (-11 MLLW)
PIERS AND BULKHEADS.
DO NOT DAMAGE
-20
180 0 20 40
60 80 100 120
140
160
SECTION
r'�
C-02
VERT.: 0 10 20
HORIZ.: 0 20 40
SCALE IN FEET
NOTES:
• CONTRACTOR SHALL TAKE PRECAUTIONSTO NOTDAMAGETHE
FLOATING
DOCKS AND PIERS
10
EXISTING BULKHEAD
OVERDREDGE DEPTH (-11 MLLW)
TARGET DREDGE TO -10 MLLW
EXISTING
BULKHEAD
EXISTING WOOD DOCK EXISTING CONCRETE PIER 0.0 MLLW
0
d
10-----
-
d C
-zo 8
180 0 20 40 60 80 100 120 140 160
DREDGE TO WITHIN S OF CONTRACTOR SHALL TAKE DREDGE TO WITHIN S OF
PIERS AND BULKHEADS. PRECAUTIONS TO NOT PIERS AND BULKHEADS.
DO NOT DAMAGE DAMAGE STRUCTURE DO NOT DAMAGE
SECTION F
C-02
VERT.: 0 10 20
HORIZ.: 0 20 40
SCALE IN FEET
180
LEGEND:
---- EXISTING TOP OF THE SEDIMENT
PROPOSED BASE DREDGE ELEVATION
MAXIMUM DREDGE
FLOAT
WATER SURFACE
O
BALLAST CHAIN
TURBITIY CURTAIN FOR
DEPTHS LESS THAN 10 FEET
DETAIL
NOT TO SCALE C-02
FLOAT
WATER SURFACE —
ww
wF
¢
ow
mw
xO
BALLAST CHAIN a
w¢
0
ANCHOR �
TURBITIY CURTAIN FOR
DEPTHS GREATER THAN 10 FEET
DETAIL 2
NOT TO SCALE C-02
10
EXISTING BULKHEAD EXISTING BULKHEAD
EXISTING WOOD DOCK 0.0 MLLW
0 —
TARGET DREDGE TO -10 MLLW
10 �-7F � OVERDREDGE DEPTH (-11 MLLW) /
-�
-zo
o zo
DREDGE TO WITHIN
5' OF BULKHEADS.
DO NOT DAMAGE
L60 80 too 120 / 140
ONTRACTOR SHALLTAKE DREDGE TO WITHIN
PRECAUTIONS TO NOT 5' OF BULKHEADS.
DAMAGE STRUCTURE DO NOT DAMAGE
SECTION G
C-02
VERT.: 0 10 20
HORIZ.: 0 20 40
SCALE IN FEET
usc.G
U. S. COAST GUARD
CML ENGINEERING
oow z
3
NN Q O
OUO
z0 u
U
u,
6zo
N w a ¢
z
TTN Q
G Q
Ld
J Q
Z_
UI
Z !n
W W J Z
� Q U O
2 ~
w U
W
Z O U)
Z Q
H ~Cf) � (n
Z 0
U = U
SHEET ID
BOAT BASIN
C-03

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To: February 01, 2021
Consultation Code: 04EN2000-2021-SLI-0579
Event Code: 04EN2000-2021-E-01248
Project Name: USCG Station Hatteras Inlet
Subject: List of threatened and endangered species that may occur in your proposed project
location or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or

02/01/2021 Event Code: 04EN2000-2021-E-01248 2
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle_guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdlssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws.gov/migratoDLbirds/CurrentBirdlssues/Hazards/
towers/comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office atjohn—[e-mail].

02/01/2021 Event Code: 04EN2000-2021-E-01248
Attachment(s):
• Official Species List

02/01/2021 Event Code: 04EN2000-2021-E-01248
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

02/01/2021 Event Code: 04EN2000-2021-E-01248
Project Summary
Consultation Code: 04EN2000-2021-SLI-0579
Event Code: 04EN2000-2021-E-01248
Project Name: USCG Station Hatteras Inlet
Project Type: DREDGE / EXCAVATION
Project Description: 59248 Coast Guard Road, Hatteras, NC 27943; Boat basin; 0.46 acres
Project Location:
Approximate location of the project can be viewed in Google Maps: https:
www. google.com/maps/(a)35.2085869,-75.70385763611705,14z
'hA
Counties: Dare County, North Carolina

02/01/2021 Event Code: 04EN2000-2021-E-01248 3
Endangered Species Act Species
There is a total of 15 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesi, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Mammals
NAME
Northern Long-eared Bat Myotis septentrionalis
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/9045
Red Wolf Canis rufus
Population: U.S.A. (portions of NC and TN)
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/37
West Indian Manatee Trichechus manatus
There is final critical habitat for this species. The location of the critical habitat is not available.
This species is also protected by the Marine Mammal Protection Act, and may have additional
consultation requirements.
Species profile: https:Hecos.fws.gov/ecp/species/4469
STATUS
Threatened
Experimental
Population,
Non -
Essential
Threatened

02/01/2021
Event Code: 04EN2000-2021-E-01248
Birds
NAME
Eastern Black Rail Laterallus jamaicensis ssp. jamaicensis
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/10477
Piping Plover Charadrius melodus
Population: [Atlantic Coast and Northern Great Plains populations] - Wherever found, except
those areas where listed as endangered.
There is final critical habitat for this species. The location of the critical habitat is not available.
Species profile: https:Hecos.fws.gov/ecp/species/6039
Red Knot Calidris canutus ru fa
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/1864
Red -cockaded Woodpecker Picoides borealis
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/7614
Roseate Tern Sterna dougallii dougallii
Population: Northeast U.S. nesting population
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/2083
4
STATUS
Threatened
Threatened
Threatened
Endangered
Endangered

02/01/2021 Event Code: 04EN2000-2021-E-01248
5
Reptiles
NAME
American Alligator Alligator mississippiensis
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/776
STATUS
Similarity of
Appearance
(Threatened)
Green Sea Turtle Chelonia mydas Threatened
Population: North Atlantic DPS
There is final critical habitat for this species. The location of the critical habitat is not available.
Species profile: https:Hecos.fws.gov/ecp/species/6199
Hawksbill Sea Turtle Eretmochelys imbricata Endangered
There is final critical habitat for this species. The location of the critical habitat is not available.
Species profile: https:Hecos.fws.gov/ecp/species/3656
Kemp's Ridley Sea Turtle Lepidochelys kempii Endangered
There is proposed critical habitat for this species. The location of the critical habitat is not
available.
Species profile: https:Hecos.fws.gov/ecp/species/5523
Leatherback Sea Turtle Dermochelys coriacea Endangered
There is final critical habitat for this species. The location of the critical habitat is not available.
Species profile: https:Hecos.fws.gov/ecp/species/1493
Loggerhead Sea Turtle Caretta caretta Threatened
Population: Northwest Atlantic Ocean DPS
There is final critical habitat for this species. The location of the critical habitat is not available.
Species profile: https:Hecos.fws.gov/ecp/species/1110
Flowering Plants
NAME.
Seabeach Amaranth Amaranthus pumilus
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/8549
STATUS
Threatened
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

■ ■■■ Roy Cooper. Governor
00 0 NC DEPARTMENT OF Susi Hamilton, Secretary
■■L■■ NATURAL AND CULTURAL RESOURCES
IN won Walter Clark, Director, Land and Water Stewardship
NCNHDE-12540
July 24, 2020
Charles Benton
AECOM
1600 Perimeter Park Drive
Morrisville, NC 27560
RE. Hatteras Inlet
Dear Charles Benton:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Clean Water
Management Trust Fund easement, or an occurrence of a Federally -listed species is documented
near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rodney.butlerLncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOVRCES
121 W. JONES STREET. RALEIGH. NC 27603 • 16S1 MAIL SERVICE CENTER, RALEIGH. NC 27699
& OFC g19.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Hatteras Inlet
July 24, 2020
NCNHDE-12540
No Element Occurrences are Documented within the Project Area
There are no documented element occurrences (of medium to very high accuracy) that intersect with the project area. Please note, however, that although the
NCNHP database does not show records for rare species within the project area, it does not necessarily mean that they are not present, it may simply mean that
the area has not been surveyed. The use of Natural Heritage Program data should not be substituted for actual field surveys if needed, particularly if the project
area contains suitable habitat for rare species. If rare species are found, the NCNHP would appreciate receiving this information so that we may update our
database.
No Natural Areas are Documented within the Project Area
Managed Areas Documented Within Project Area
I`anaed 7rea Nam wner Owner Type
Cape Hatteras National Seashore US National Park Service Federal
NOTE: If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve
(DNP), Registered Natural Heritage Area (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/heir). Data query generated on July 24, 2020; source: NCNHP, Q3 July 2020. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 6

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Hatteras Inlet
July 24, 2020
NCNHDE-12540
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Last Element Accuracy Federal Mate Global State
Group servation Occurrence Status Status Rank Rank
Date Rank
Animal 10615 Waterbird Colony --- 1977 X 3-Medium --- --- GNP S3
Assemblage
Animal 26646 Waterbird Colony --- 2014-06-11 A 3-Medium --- --- GNP S3
Assemblage
Animal 12669 Waterbird Colony --- 2014-05-14 C 2-High --- --- GNP S3
Assemblage
Bird 2239 Charadrius wilsonia Wilson's Plover 1990s H? 4-Low --- Special G5 S213
Concern
Bird 17622 Egretta caerulea Little Blue Heron 2014-05-14 D 2-High --- Special G5 S3B,S3
Concern N
Bird 7312 Egretta thula Snowy Egret 2014-05-14 D 2-High --- Special G5 S2S3B,
Concern S3N
Bird 15472 Egretta tricolor Tricolored Heron 2011-06-07 D 2-High --- Special G5 S3B,S3
Concern N
Bird 26649 Gelochelidon nilotica Gull -billed Tern 2014-06-11 D 3-Medium --- Threatened G5 S1S213
Bird 36726 Gelochelidon nilotica Gull -billed Tern 1991-05-22 H? 2-High --- Threatened G5 S1S213
Bird 26013 Haematopus palliatus American 2007 C 4-Low --- Special G5 S2S3B,
Oystercatcher Concern S3N
Bird 27375 Haematopus palliatus American 2007 D 3-Medium --- Special G5 S2S3B,
Oystercatcher Concern S3N
Bird 36723 Pelecanus occidentalis Brown Pelican 1999-07-08 H? 6-Unkno --- Significantly G4 S313,S4
wn Rare N
Bird 922 Plegadis falcinellus Glossy Ibis 1993-05-26 H? 2-High --- Special G5 S1S213
Concern
Bird 26647 Rynchops niger Black Skimmer 2014-06-11 A 3-Medium --- Special G5 S2B,S3
Concern N
Bird 36724 Rynchops niger Black Skimmer 1991-05-22 H? 6-Unkno --- Special G5 S2B,S3
wn Concern N
Bird 26648 Sterna hirundo Common Tern 2014-06-11 AB 3-Medium --- Endangered G5 S213
Bird 36725 Sterna hirundo Common Tern 1993-05-26 H? 6-Unkno --- Endangered G5 S213
wn
Page 3 of 6

Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic
EO ID
Scientific Name
Common Name Last
Element
Accuracy
Federal
State
Global
State
up
Obs er rn
Occurrence
Status
atus
Rank
Ran
D
Rank
Bird
26650
Sternula antillarum
Least Tern
2014-06-11
F
3-Medium
---
Special
G4
S3B
Concern
Butterfly
10385
Papilio cresphontes
Giant Swallowtail
1999-08-28
H?
4-Low
---
Significantly
G5
S2S3
Rare
Freshwater Fish24086
Acipenser
Shortnose Sturgeon
1999-01-28
H?
5-Very
Endangered
Endangered
G3
S1
brevirostrum
Low
Freshwater Fish38940
Acipenser oxyrinchus
Atlantic Sturgeon
2015-06-02
E
4-Low
Endangered
Endangered
G3T3
S2
oxyrinchus
Mammal
24391
Peromyscus leucopus
Buxton Woods White-
2006-Pre
E
4-Low
---
Special
G5T1
S1
buxtoni
footed Deermouse
Concern
Natural
31207
Dune Grass (Southern
---
2011-07-19
A
3-Medium
---
---
G3
S2
Community
Subtype)
Natural
28853
Interdune Pond
---
2012-08-15
C
1-Very
---
---
G1
S1
Community
High
Natural
31208
Interdune Pond
---
2010-06-16
B
2-High
---
---
G1
S1
Community
Natural
31206
Maritime Shrub
---
2013-09-19
B
2-High
---
---
G3
S2
Community
(Stunted Tree
Subtype)
Reptile
9561
Caretta caretta
Loggerhead Seaturtle
2018-07-05
B
3-Medium
Threatened
Threatened
G3
S2B
Reptile
668
Chelonia mydas
Green Seaturtle
2017-09-30
B
3-Medium
Threatened
Threatened
G3
S2B
Reptile
37986
Dermochelys coriacea
Leatherback Seaturtle
2009-06-28
E
3-Medium
Endangered
Endangered
G2
S1B,SU
N
Reptile
19280
Lampropeltis getula
Outer Banks Kingsnake
1985-10-09
H
3-Medium
---
Special
G5T2Q
S1
sticticeps
Concern
Reptile
31884
Lepidochelys kempii
Kemp's Ridley
2016-06-21
E
3-Medium
Endangered
Endangered
G1
S1B,SU
Seaturtle
N
Reptile
5271
Malaclemys terrapin
Diamondback Terrapin
2012-08-09
AB
3-Medium
---
Special
G4
S3
Concern
Reptile
8387
Nerodia sipedon
Carolina Watersnake
1972-07
H
3-Medium
---
Special
G5T3
S2
williamengelsi
Concern
Vascular Plant
15449
Amaranthus pumilus
Seabeach Amaranth
2003
X?
3-Medium
Threatened
Threatened
G2
S1
Vascular Plant
32001
Eleocharis parvula
Little -spike Spikerush
1984-07-08
H
2-High
---
Significantly
G5
S1
Rare Disjunct
Page 4 of 6

Vascular Plant 8996 Lipocarpha micrantha Small -flowered 1953-10-
Hemicarpha
Vascular Plant 15378 Ludwigia alata Winged Seedbox 1954-10
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name � Last Element Accuracy
L�bser n Occurrence
D Rank
11 H 4-Low
H 4-Low
Vascular Plant
19321
Polygonum glaucum
Seabeach Knotweed
1954-05-23
F
4-Low
Vascular Plant
29931
Sesuvium maritimum
Slender Sea -purslane
1966-10-01
H
4-Low
Vascular Plant
17338
Trichostema
Dune Bluecurls
2012-08-15
C
3-Medium
nesophilum
Vascular Plant
28071
Trichostema
Dune Bluecurls
2010-09-14
AB
2-High
nesophilum
Vascular Plant
32746
Trichostema
Dune Bluecurls
2011-10-12
AB
2-High
nesophilum
Vascular Plant
32608
Yucca gloriosa
Moundlily Yucca
2013-09-19
AB
2-High
Natural Areas Documented Within a One -mile Radius of the Project Area
Representational Rating 111111116pIlective Rating
Federal State
Global
State
Status miL
Rank
Rank
--- Special
G5
SH
Concern
Historical
--- Significantly
G3G5
S2
Rare
Peripheral
--- Endangered
G3
S1
--- Significantly
G5
S1
Rare Other
--- Significantly
G2
S2
Rare Limited
--- Significantly
G2
S2
Rare Limited
--- Significantly
G2
S2
Rare Limited
--- Significantly
G4?
S2?
Rare
Peripheral
Hatteras Inlet Bird Nesting Islands R2 (Very High) C4 (Moderate)
Hatteras Sand Flats R2 (Very High) C2 (Very High)
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name wner Owner Type
Cape Hatteras National Seashore US National Park Service Federal
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/heir). Data query generated on July 24, 2020; source: NCNHP, Q3 July 2020. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 5 of 6

July 24, 2020
Project Boundary
Buffered Project Boundary
E3 NHP Natural Area (NHNA)
Q Managed Area (MAREA)
NCNHDE-12540: Hatteras Inlet
1:21,876
0 0.175 0.35 0.7 mi
0 0.3 0.6 1.2 km
Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan,
METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS
User Community
Page 6 of 6

A=COM
AECOM
1600 Perimeter Park Drive
Suite 600
Morrisville, NC 27560
aecom.com
Ms. Renee Gledhill -Earley December 11, 2020
North Carolina State Historic Preservation Office
4617 Mail Service Center
Raleigh, NC 27699-4617
U.S. Coast Guard Station Hatteras Inlet — Maintenance Dredging of Boat Basin and Moorings at Station
Hatteras Inlet, Hatteras, Dare County, North Carolina
Dear Ms. Gledhill -Earley,
In compliance with Section 106 of the National Historic Preservation Act (NHPA), the U.S. Coast Guard
(USCG) Civil Engineering Unit Cleveland is initiating consultation with your office concerning the proposed
action to complete maintenance dredging of the boat basin and moorings at USCG Station Hatteras Inlet,
located at 59248 Coast Guard Road, Hatteras, Dare County, North Carolina. USCG Station Hatteras Inlet is
located within the Cape Hatteras National Seashore near the southern end of Hatteras Island,
approximately 2 miles west-southwest of Hatteras Inlet and approximately 25 miles across Pamlico Sound
from mainland North Carolina (Attachment A). The station is located on the northern side of Hatteras Island
approximately 0.25 mile north of the Atlantic Ocean. The geographic location of USCG Station Hatteras
Inlet is latitude 35' 12' 30.64" north and longitude 75 42' 14.08" west. The USCG has approved this
consultation pursuant to 36 CFR 800.2(a)(3).
The station was initially developed in 1962 situated on 6 acres of National Park Service land. The main
building contains berthing, a galley/dining room, a communications center, and a recreation room. In
addition to the main building, there are multiple boat house/maintenance buildings, sheds/storage buildings
and other improvements that have been constructed over the lifetime of the station. The station can be
accessed from the main gate off Highway 12, at the terminus of Coast Guard Road. USCG Station Hatteras
Inlet is situated adjacent to the Hatteras -Ocracoke ferry terminal and the navigable abutting Hatteras
Channel, and can be approached by water from the northwest (Attachment B).
The docks and moorings at USCG Station Hatteras Inlet are located on the northeastern side of the
station. Two concrete -pile, concrete -decked piers are located on the northwestern and southeastern ends
of the boat basin. The concrete piers are approximately 50 feet wide and extend approximately 100 feet
from the concrete dock wall. Two timber -pile, concrete -decked finger piers and one fixed concrete -
surfaced floating pier are located between the large concrete piers. Concrete and steel sheet pile
bulkheads extend along the northern, southern and eastern sides of the large concrete piers. Timber
moorings are located along the northern, eastern and southern sides of the boat basin. A National
Oceanic and Atmospheric Administration (NOAA) weather monitoring station is located at the
southwestern end of the northern concrete pier, adjacent to the boat basin. The project area is bounded to
the north and northwest by the Hatteras Channel and Pamlico Sound, by Austin Creek to the east followed
by residential homes, by the Hatteras -Ocracoke ferry terminal to the southeast and south, and by National
Park Service property to the southwest and west (Attachment Q.
The purpose of the proposed project is to dredge the boat basin and moorings at USCG Station Hatteras
Inlet to a required depth below Mean Lower Low Water (MLLW) datum. Due to natural sediment deposition,
there is not sufficient draft for the USCG to transit, moor and execute operational missions. The proposed
dredging is necessary to ensure that the boat basin and moorings at USCG Station Hatteras Inlet are
dredged to a required depth necessary for operational considerations of the unit and to prevent shoaling.
The proposed project includes maintenance dredging of the boat basin and moorings at USCG Station
Hatteras Inlet in Hatteras, North Carolina. The proposed project will involve mechanical dredging to a target

AECOM
depth of -10 feet MLLW with a 1 foot over dredge for a proposed maximum dredge depth of -11 feet
MLLW. The proposed dredging project will only temporarily impact open waters (an area totaling
approximately 0.46 acres) and will occur entirely within the existing boat basin limits (limited to an area
approximately 155 feet from the shoreline).
The dredging will be performed from a floating plant and not from land -based operations. Dredged
material will not be staged onshore. The dredged material will be deposited on barges, dewatered from the
barge within a turbidity curtain, offloaded into lined/watertight trucks, and transported by truck to the North
Carolina Department of Environmental Quality (NCDEQ) approved management/disposal site. It is
anticipated that the dredge material will be disposed of at the Dare County Construction and Demolition
(C&D) Landfill located at 1603 Cub Road in Manns Harbor, North Carolina. This facility is a state -licensed
and approved commercial landfill that will accept dredged material.
The Area of Potential Effects (APE) includes the horizontal extent and vertical depths of the area that will be
subject to dredging to a maximum depth of -11 feet MLLW (includes 1 foot of over dredge) within the
proposed dredging footprint (an area approximately 155 feet by 130 feet in size). This dredge depth will not
exceed historic dredge depths at Station Hatteras Inlet. The calculated dredge volume for the boat basin
and moorings is approximately 2,186 cubic yards and the total acreage of the disturbed area is
approximately 0.46 acres). The APE also includes the Dare County C&D Landfill since it is the likely
recipient of dredge spoils for this proposed project. A one -mile buffer for indirect effects was chosen for
the APE.
The 95% design plans entitled, "Maintenance Dredging CG Station Hatteras Inlet, Hatteras, NC" illustrate
the location and specifications of this proposed dredging project (Attachment D). Historic Preservation
maps for the boat basin and moorings APE and the Dare County C&D Landfill APE are included as
Attachment E.
The USCG completed background research and records review using the North Carolina State Historic
Preservation Office (NC SHPO) Web GIS application, the online files of the North Carolina Office of State
Archaeology, the NOAA Office of Coast Survey, and the National Register of Historic Places. Based on the
USCG's review, there have been no historic architectural surveys completed for the APE. There are no
National Register -listed or -eligible, or potentially eligible (according to the SHPO Study List) historic
architectural resources located within or immediately adjacent to the APE. No historic architectural
resources have been identified within one mile of the Dare County C&D Landfill APE. Forty-two (42)
historic architectural resources have been identified within one mile of the boat basin and moorings APE,
including thirty-four (34) Surveyed Only sites and eight Surveyed Only, Gone sites.
The USCG Station Hatteras Inlet (DR0668), located approximately 320 feet to the southwest of the boat
basin and moorings APE, is a site that has been Surveyed Only and was determined ineligible for listing in
the National Register by the NC SHPO in 2014.
The Graveyard of the Atlantic Museum (DR----) is a site that has been Surveyed Only (but unevaluated). The
site, located inland approximately 700 feet to the south of the APE, is managed by the NC Department of
Natural and Cultural Resources.
The Teach's Marina Cemetery (DR0291), Robinson -Tandy -Austin Cemetery (DR0292), Meekins-Smith
Cemetery (DR0293), Barnett Cemetery (DR0294), John & Nancy Mecum Wood House (DR0289), Henry &
Christian Stowe House (DR0290), W.R. Shaw House (DR0359), and Foster Cemetery (DR0379) are all sites
that have been Surveyed Only (but unevaluated) and are located inland from the boat basin and moorings
APE, approximately 0.20 mile to 0.50 mile to the northeast.
The Dexter Oden House (DR0295), Oden Cemetery (DR0297), Oden House (DR0298), Andrew Oden House
(DR0299), Stowe -Austin House (DR0300), Burrus House (DR0302), Stowe House (DR0303) (Gone before
2010), Peele-Willis-Styron Cemetery (DR0304), Dan Oden House (DR0305) (Gone between 2016-2019),
2/3

AECOM
Ballance-Parker Cemetery (DR0362), Meekins-O'Neal-Styron Cemetery (DR0363), Cemetery (DR0376),
Cecil and Mary Ballance House (DR0378), Willis House (DR0381), Albatross I (DR0382), Albatross II
(DR0383), and Albatross III (DR0384) (three fishing charter boats in "Albatross Fleet"), Logan House
(DR0387), Lonie Willis House (DR0391), Roy Gray House (DR0392) (Gone between 2016-2019), Herbert
Oden House (DR0393), and Frazier Peele House (DR0394) are all sites that have been Surveyed Only (but
unevaluated) and are located inland from the boat basin and moorings APE, approximately 0.50 mile to 1
mile to the northeast.
The O'Neal House (Gone) (DR0288), W.H. Gaskins House (Gone) (DR0296), Newsom House (Gone)
(DR0301), House (Gone) (DR0306), Parke House (Gone) (DR0360), Robert L. Austin House (Gone) and
Cemetery (DR0361), House (Gone) (DR0380), Leven Fulcher House (Gone) (DR0385), Moody House (Gone)
& Austin Cemetery (DR0386), and Lonie Austin House (Gone) (DR0388) are all sites that have been
Surveyed Only (but unevaluated) and are currently listed as Gone.
Based on the USCG's review, there have been no prior archaeological investigations completed for the
APE. There are no National Register -listed or —eligible, or potentially eligible (according to the SHPO Study
List) terrestrial or underwater archaeological sites located within one mile of the APE. The proposed
dredging activities will not create any subsurface disturbance that could affect terrestrial archaeological
resources, if present. The project area is located entirely in open water and no onshore activities will be
involved in the proposed dredging project. Dredging equipment will not be staged on the shore, and all
dredged material will be loaded onto barges. The Dare County C&D Landfill is a licensed disposal facility
that has operated since at least 1995. The existing landfill site consists of previously disturbed soils and
stockpiled waste material.
No previously identified shipwrecks or other underwater archaeological resources have been recorded in
the APE or within one mile of the APE. Periodic maintenance dredging has been conducted in the boat
basin and moorings APE with the last dredging occurring in 1997, and it is highly unlikely that intact,
significant underwater archaeological resources would be present and retain integrity. Furthermore, the
proposed dredging activities will not exceed the historic dredge depths, and no evidence of vessel
remains, or other underwater archaeological resources were encountered during the previous dredging
activities. Therefore, the USCG has determined "No Historic Properties Affected". We would appreciate
your concurrence with this determination.
If you have any questions, please contact Jennifer Jones (AECOM) at [phone] or Greg DeVan
(USCG) at [phone].
Respectfully Submitted,
� tanGy6A1
Je ifer nes ehling, RPA
Environmental Project Lead Senior Archaeologist
Attachments: (A) Site Location Map
(B) Dredge Site - Aerial Photograph
(C) Ground -Level Photographs
(D) Dredge Site — 95% Design Drawings
(E) Historic Preservation Office —Web GIS Maps
CC: Mr. Greg DeVan, Project Engineer, USCG Civil Engineering Unit Cleveland
3/3

Attachment (A) - Site Location Map

o Rollinun Channel Beacon
N
— = SAN
v.
Pue Beacon C) `+ - • "i :.�7,y'a
Site Location -
Jet Lt U S Coast/
Co I G
Map Location N Site Location Map Attachment
„E
NY CT RI MAC MAINTENANCE DREDGING
USCG HATTERAS INLET COM
PA NI A59248 Coast Guard Road
Hatteras, NC 27953 AECQM
NJ USGS Topographic Quadrangles: Hatteras 1600 Perimeter Park Drive, Suite 400
Vim/ 0 1,000 2,000 Morrisville, North Carolina 27560
MD DE Feet Phone: [phone]
VA Web: htt //www.aecom.com
September 2020 1 inch = 2,000 feet 60640518 p'

Attachment (B) - Dredge Site - Aerial Photograph

s
Project Area
pro
�w
1.
Dredge Site - Aerial Photograph Attachment B
USCG Hatteras Inlet �Lcom
Maintenance Dredging - Boat Basin
Scale: Not To Scale Hatteras, North Carolina
AECOM
1600 Perimeter Park Drive, Suite 400
Morrisville, North Carolina 27560
Source: Google Earth©2020 December 2020 606405181www.aecom.com
;;--fl

Attachment (C) - Ground -Level Photographs

AECOM PHOTOGRAPH LOG
Facility Name: Site Location: AECOM Project No.
USCG STA Hatteras Inlet 59248 Coast Guard Road, Hatteras, NC 1 60640518
Photo No. Date:
09/10/20
Direction Photo
Taken:
Northeast
Description:
View from the
southwestern end of the
southern concrete pier.
One of the finger piers is
visible on the left side of
the photograph. The -
adjacent Hatteras- _ -
Ocracoke ferry slips are
visible on the right side of _
the photograph.
Photo No. Date:
2 1 09/10/20
Direction Photo
Taken:
Northeast
Description:
View of the Hatteras -
Ocracoke ferry slips and
mooring dolphins from the
concrete and steel sheet
pile bulkhead. The +•
southern concrete pier is
visible on the left side of
the photograph.

AECOM PHOTOGRAPH LOG
Facility Name: Site Location: AECOM Project No.
USCG STA Hatteras Inlet 59248 Coast Guard Road, Hatteras, NC 1 60640518
Photo No. Date:
3 1 09/10/20
Direction Photo
Taken:
Southeast
Description:
4 -
View of the Hatteras -
Ocracoke ferry slips and
mooring dolphins from the
concrete and steel sheet
pile bulkhead. ::
Photo No. Date:
4 09/10/20
Direction Photo
Taken:
North
Description:
View of the boat basin
from the southern
concrete pier. The two -
finger piers are visible in
the foreground, beyond _
which is the floating pier
and the northern concrete= A
pier. -

AECOM PHOTOGRAPH LOG
Facility Name: Site Location: AECOM Project No.
USCG STA Hatteras Inlet 59248 Coast Guard Road, Hatteras, NC 1 60640518
Photo No. Date:
5 1 09/10/20
Direction Photo
Taken:
North
Description:
View of the shore -ties and
water spigot located along
the wharf. Note the
electrical conduit along
the bulkhead.
Photo No. Date:
6 1 09/10/20
Direction Photo
Taken:
Northeast
Description:
View of the central portion
of the boat basin. The
fixed, concrete -surfaced
floating pier and the
northern concrete pier are
visible on the left side of
the photograph. Moorings
and one of the concrete -
decked finger piers are
visible on the right side of
the photograph. Note the
electrical conduit along
the bulkhead.

AECOM PHOTOGRAPH LOG
Facility Name: Site Location: AECOM Project No.
USCG STA Hatteras Inlet 59248 Coast Guard Road, Hatteras, NC 1 60640518
Photo No. Date:
7 09/10/20
Direction Photo
Taken:
Northeast
Description:
View of the floating pier
and the northern concrete
pier located in the
northern portion of the
boat basin. Note the
electrical conduit along
the bulkhead and
extending onto the floating
pier.
Photo No. Date:
$ 09/10/20
Direction Photo
Taken:
Northeast
Description:
View from the -
southwestern end of the
northern concrete pier. A
weather monitoring station
islocated on the elevated T
platform on the right side -
of the photograph. Y l
I
4

A=COM PHOTOGRAPH LOG
Facility Name: Site Location: AECOM Project No.
USCG STA Hatteras Inlet 59248 Coast Guard Road, Hatteras, NC 1 60640518
Photo No. Date:
9 1 09/10/20
Direction Photo
Taken:
Northeast
Description:
View of the adjacent
channel from the shoreline
at the northwestern corner
of the northern concrete
pier.
Photo No. Date:
10 1 09/10/20
Direction Photo
Taken:
Northeast
Description:
View of the adjacent
channel from the
northeastern end of the
northern concrete pier.
r

AECOM PHOTOGRAPH LOG
Facility Name: Site Location: AECOM Project No.
USCG STA Hatteras Inlet 59248 Coast Guard Road, Hatteras, NC 1 60640518
Photo No. Date:
11 1 09/10/20
Direction Photo
Taken:
East
Description:
View of the eastern side of
the boat basin from the
northern concrete pier. T • n
The Hatteras -Ocracoke
ferry slips are visible in the
background.
Photo No. Date:
12 09/10/20
Direction Photo
Taken:
South
Description:
View of the access ramp _ t
to the floating pier and the
bulkhead from the - t
r
northern concrete pier. -
�1

Attachment (D) - Dredge Site - 95% Design Drawings

dc 1
tFES
9th
I 'm-' ALcom
a 1790 CILZMAND
CIVIL
U.S. COAST GUARD
CIVIL ENGINEERING
UNIT CLEVELAND
F1STATION HATTERAS INLET
HATTERAS, NC
ElMAINTENANCE DREDGING
P/N 14929315
DI
DI
DRAWING INDEX
SHEET
DISCIPLINE
TITLE
G-01
GENERAL
TITLE SHEET
V-01
SURVEY
HYDROGRAPHIC SURVEY
V-02
SURVEY
HYDROGRAPHIC SURVEY SOUNDINGS
C-01
CIVIL
SITE PLAN
C-02
CIVIL
DREDGING PLAN
C-03
CIVIL
CROSS SECTIONS AND DETAILS
—= - —�� --
0
G��aR,�
VILLkSOF
HATTERAS
LANDING
COASTGUARDSTAT
HATTERAS INLET
HATTERAS LANDING
SHOPPING CENTER
PROJECT
PROJECT
LOCATION
LOCATION
NCDOT NT
COAST GUARD ROAD FE"'A'wA
RRY
7
DIVISION
VICINITY MAP
LOCATION MAP
I I NONE SCALE: NONE
AI
ELEVATION, SECTION OR DETAIL SYMBOLS
AERIAL PHOTO
INDICATES REFERENCE
ON DESTINATION SHEET
INDICATES REFERENCE
SHEET NUMBER WHERE ON DESTINATION SHEET
ELEVATION IS SHOWN _, I
SHEET NUMBER WHERE (� C-01
ELEVATION/SECTION DETAIL IS SHOWN -------
DETAIL
NONE
lu
0
z
Ld
Ld
LEI
UI
LEI 0 LLJ _j
z
0
FQ
J.M. HALL, CDR.
APPROVING OFFICER DATE a
G.P. LODGE 1111111M ID
TECHNICAL DIRECTOR
BOAT BASIN
M.M. BLACKBURN
IMANCH CHIEF

ZAP
- USCG HATTERAS CHANNEL -
SURVEY LIMITS
• PILING (TYP.)
I
• c. •S7cti v / / I / // Il, / ..
oTOWER+
•
RAMP
DOCK CLEAT (TYP.)
I I�
•
ILJr _ PELECTRIC
ANEL_
• °
\\
I\ ///
/
I
CP#3��
T —
/
S15°32'17"N/ /
522.32'
(TIE -LINE) 7
dLv�.
-.
(•
.9 8 / • o
1 �^
��\i.�f.�/��-. "�1~\
\.-\
�,
(
/�
I
/ `
(_�—
II
\\
// N
// /
// <o
///
- /
ELCTRIC II..`—.
n
vA~
L:
/
\
s PANEL
CONCRETE DOCK (
ZINGS MONUMENT
7
eV1v
CONCRETE DOCK I
I \ �;
/\✓
SEE SHEET V-02 FOR DETAILED \ I I —
•.
SOUNDING INFORMATION
LEGEND. METAL SEAWALL ` SURVEY LIMITS
• __ ___
CM ®_____
EMH D - ---
PILING
CONCRETE MONUMENT
ELECTRIC MANHOLE
Datums for 9654467,
USCG Station Hatteras, NC
All fig.— in feet relative
to MLLW
LP _ _
_ _ LIGHT POLE
MW Q____
MONITORING WELL
WV DQ _ _
_ _ WATER VALVE
1
CPAQ _ _ _
_ _ CONTROL POINT
BUILDING
0.75
�mlw o bs _
CONCRETE
DnQ-O.7
RIP4tAP
_ 0.5
AREA BLOCKED FROM SO RVEV BY
W810.39
USCG VESSEL
EXISTING CONTOUR (5- INTERVAL)
MSL 32
na
MN 047
-
/ 12'-----
EXISTING CONTOUR R' INTERVAL)
MLW: 0.08 _
MLLW: 0 OLQ_ •7_b8.
SURVEY LIMITS
fi.25
l
20
-0.5
Oat
PROJECT SURVEY CONTROL TABLE:
CONTROL POINT
TYPE
NORTHING
EASTING
ELEVATION
3
MAG NAIL IN CONC.
547127.39
2984283.82
6.45' (MLLW)
4
MAG NAIL IN CONC.
547262.47
2984345.12
6.30' (MLLW)
5
MAG NAIL IN CONC.
547118.53
2984461.60
6.24' (MLLW)
►[6111111�91
1. THIS IS NOT A VALID, TRUE COPY OF THIS DOCUMENT
UNLESS IT BEARS THE ORIGINAL SIGNATURE, SIGNATURE
DATE, AND THE RAISED, EMBOSSED SEAL OF THE
REGISTERED PROFESSIONAL LAND SURVEYOR NOTED
HEREON.
2. THIS PROPERTY IS SUBJECTTO ALL EASEMENTSAND
RESTRICTIONS OF RECORD. THIS PLAT SHOWS
EASEMENT(S) WHICH ARE OBVIOUS AND OR APPARENT.
3. ALL BEARINGSARE NC GRID BEARINGS UNLESS
OTHERWISE NOTED.
4. ALL DISTANCESAND COORDINATESARE HORIZONTAL
GROUND MEASUREMENTS IN US SURVEY FEET UNLESS
OTHERWISE NOTED.
5. HORIZONTAL DATUM NAD 1983 (2011 ADJUSTMENT).
VERTICAL DATUM MEAN LOWER LOW WATER.
6. ELEVATIONS ARE IN FEET AND REFER TO MEAN LOWER
LOW WATER (MLLW) RELATIVE TO THE STATION
8654467, USCG STATION HATTERAS, NC, 1983-2001
TIDAL EPOCH.
7. MEAN LOWER LOW WATER ELEVATION = NAVD88+
0.39-FT.
8. PROJECT BENCHMARK: NATIONAL GEODETIC SURVEY
TIDAL BENCHMARK CAHA 23 (PID DN6302), NORTHING
546,624.16(SFT), EASTING 2,994,143.90 (SET), ORTHO
HEIGHT 3.40 (FEET).
9. PROJECT SURVEYED WITH SONARMITE SINGLE -BEAM
ECHOSU NDER SYSTEM BY OH MEX LTD AND RTK GPS
HORIZONTAL POSITIONING EQUIPMENT.
10. THE INFORMATION DEPICTED ON THIS SURVEY MAP
REPRESENTS THE RESULTS OF SURVEY PERFORMED BY
AECOM TECHNICAL SERVICES, IN., MADE ON 9/9/2020.
THE CONDITIONS SHOWN ON THIS SURVEY ARE SUBJECT
TO RAPID CHANGE DUE TO CHANGING EVENTS.
1114wv l,� iri
O
O
CD
)\
C
GREEN-
VILLE
PAMLICO
SOUND
D
NEW
HATTERAS
INLET STATION
BERN
o Q
ATLANTIC
OCEAN
STABLE MILES
22 44
usc.G
U. S. COAST GUARD
CML ENGINEERING
oow z
3
>H� O
ZO N
U
tz, z O w
N w a ¢
0o rr �
U
m n z
0
U
Z
LLd
J ry
Z_ '�^
0 V I
Z N
W LLI > _
Q Q �LL
u) Q
LJ.I
Z Z (�
o p
Z Q Q
ZLI
Cf)Ld
� _
< U =
SHEET ID
BOAT BASIN
V-01

RAP
PILING (TYP.) -\
- USCG HATTERAS CHANNEL -
SURVEY LIMITS
° \ + +�� is + v + a + } s ✓ s a i a
• 6 �v + d p q f e, a m +' �. + + + o +� t,� +,i } i� +` +`� t.� +tea },� +, }, +' ' III
v o v a v O a +`� +`� +`i +`i +�J
CP #4 C^ +' +'?, +` v, +`. +`' +` t` +` +, +, r + y + +'y t'
o .. t pn� + ++e `4. �++ o +o 4% +B .`++,� -,S��tA BL'CS+T�I(ED'Dt M S a+ + � +++'i ++ °9 }`?r •d� `'.� '�d 'i � `'�S � ✓ , et, p ,
a ✓ o++a+++ ++s++,
_ +,. +,. },, +, ' +,' +,'
},. +TOWERa eta+r++++++++++} }}++
+ + +m+ LIT, +`+4+++++ + +t ++ +v+ t+ct+te+Stt+
+ d+ets++o+ ++ ,.
'
.Y .a ✓ a � � ?f ,.' +t,.',c t,.• _ t,.'rd t, a t,.'p t`, t,' � ,' t,' s t,'� +, � t+om'�R�✓ . ' s � . m
+,o +4 t+tt+o+o+tp
+
RAMP CLEiYPR•�o + ++C', ++ +�++++9+y e c+PANEL,
CP#3 + + m a
�rJ ' +� +� t, t, +, t, +, t, t, t, t, t, t, +,
`R 9REA BLSJCKE0.�ROM $U ✓ do d a d 'fa a a a a +'o t'a +`'a +, +` +. a +.� +. +,� +, t, +
BY g,3 VE?4 P .o s ,�
5'12.32' +p + v + s +` .. t`' +'� +` +• o +`ice +� p +teat. +� y +, Y +, s }ey y +`Y
S15°32'17"N/ s � '2
7'LP
t. t, t, t,
(TIE -LINE)
- €L CTRIC
N� +a v+., .ate +, +,..o +,,O' +✓ +`d e v ++� .s. ++aa ++� m.c + +}� ?. +` v +`' 'a +` ��a +` s t, "' ++,' _a t,'s t,'°s t,'s t, o t, o' t, p +,
d caoaPANEL +eLIFO-
GO
_PCRETE DOCK+t+ ++m+ +o+o} + +a + +
t
p
+ +' + +. + +a +, + +, + +, +, +
LIFO-
alNGS MONUMENT d a v +` +` o +, p +, +, +, e +, +, o +, +, +,
"DN6302" +, +, + +, +,� + +, + +,9 +, +, 1
+� +`� +`i +`� +`� +` +.� +. + a t + P ' a � 'ac ✓ 9 e s
+, + +, + 'El, +, +, +, �`
COM1�'RETErc'OCK 'sc a s e s � d s
p a m a �s s
+ +d t, t, t, t,
Y t, +, t, t, t,
e e a o s e a +' + +i
+'.o +' +,'a +` a +`•.o +`' +'a +•' +,� +,' +, },. +� }. }
+ ' +d t ' + @ } a +a } p t a +t +
is `rd +i✓ +`rd +jm t%i Y
PP #5<e d v .� o a e
m .a d e ,. a e ✓ a e• d +•'P +, +% + t, t, +,. +`. +` + +. +�
MFTAI
LEGEND:
• __ ___
PILING
CM ®_____
CONCRETE MONUMENT
EMH O----
ELECTRIC MANHOLE
LP * _ _
_ _ LIGHT POLE
MW Q____
MONITORING WELL
WV D4____
WATER VALVE
CP-4A ____
CONTROL POINT
BUILDING
CONCRETE
RIPi AP
AREA BLOCKED FROM SURVEY BY
USCG VESSEL
SURVEY LIMITS
X-70 _ _ _
_ _ SPOT ELEVATION
PROJECT SURVEY CONTROL TABLE:
CONTROL POINT
TYPE
NORTHING
EASTING
ELEVATION
3
MAG NAIL IN CONC.
547127.39
2984283.82
6.45' (MLLW)
4
MAG NAIL IN CONC.
547262.47
2984345.12
6.30' (MLLW)
5
MAG NAIL IN CONC.
547118.53
2984461.60
6.24' (MLLW)
NOTES:
1. THIS IS NOTAVALID, TRUE COPY OF THIS DOCUMENT
UNLESS IT BEARS THE ORIGINAL SIGNATURE, SIGNATURE
DATE, AND THE RAISED, EMBOSSED SEAL OF THE
REGISTERED PROFESSIONAL LAND SURVEYOR NOTED
HEREON.
2. THIS PROPERTY IS SUBJECTTO ALL EASEMENTS AND
RESTRICTIONS OF RECORD. THIS PLAT SHOWS
EASEMENT(S) WHICH ARE OBVIOUS AND OR APPARENT.
3. ALL BEARINGSARE NC GRID BEARINGS UNLESS
OTHERWISE NOTED.
4. ALL DISTANCESAND COORDINATESARE HORIZONTAL
GROUND MEASUREMENTS IN US SURVEY FEET UNLESS
OTHERWISE NOTED.
5. HORIZONTAL DATUM NAD 1983 (2011 ADJUSTMENT).
VERTICAL DATUM MEAN LOWER LOW WATER.
6. ELEVATIONS ARE IN FEET AND REFER TO MEAN LOWER
LOW WATER (MLLW) RELATIVE TO THE STATION
8654467, USCG STATION HATTERAS, NC, 1983-2001
TIDAL EPOCH.
7. MEAN LOWER LOW WATER ELEVATION = NAVD88+
0.39 FT.
8. PROJECT BENCHMARK: NATIONAL GEODETIC SURVEY
TIDAL BENCHMARK CAHA 23 (PID DN6302), NORTHING
546,624.16(SFT), EASTING 2,994,143.90 (SET), ORTHO
HEIGHT 3.40 (FEET).
9. PROJECT SURVEYED WITH SONARMITE SINGLE -BEAM
ECHOSU NDER SYSTEM BY OH MEX LTD AND RTK GPS
d
HORIZONTAL POSITIONING EQUIPMENT.
10. THE INFORMATION DEPICTED ON THIS SURVEY MAP
REPRESENTS THE RESULTS OF SURVEY PERFORMED BY
AECOM TECHNICAL SERVICES, IN., MADE ON 9/9/2020.
THE CONDITIONS SHOWN ON THIS SURVEY ARE SUBJECT
TO RAPID CHANGE DUE TO CHANGING EVENTS.
LICO
UNDTTERASINLET
T
STATION
ATLANTIC
OCEAN
STAMM MILES
0 22 44
LiSC.G.
U. S. COAST GUARD
CML ENGINEERING
aow z
N N
3
> F Q O
OU u
ZO N
Q
U
!n
z z O w
w w a
U
00
O
z
0
1 0 ..
LG Z
I O
O?M �Zo
�Z
Q QQa Q� UU QQ
z
z
3 m
w o
� z Y
cI aN 3 w
rw �K xm
Z
O �
� a
z N V w
xwz
w rn o
Z H Z W m
WEw Z z r
w w F z m
w z o
O w O
> f
a� ox
z z 3
z z m
N
w z <o 0
3O w'n
I
dM �M wOf
N W
Urn UpNi U V w
— V I
Z CD
Z
Z
J CD
Z_ U
C.�
Z N
UJ LL1 > Of
oQ V)
LJ
V Z =
Z
O Z Q
LJ N Ld CD
Z Cr
Q
m U =
2
SHEET ID
BOAT BASIN

1\10111*5
1. THIS IS NOT A VALID, TRUE COPY OF THIS DOCUMENT UNLESS IT BEARS THE
ORIGINAL SIGNATURE, SIGNATURE DATE, AND THE RAISED, EMBOSSED SEAL
OF THE REGISTERED PROFESSIONAL ENGINEER NOTED HEREON.
2. ALL BEARINGSARE NC GRID BEARINGS UNLESS OTHERWISE NOTED.
3. ALL DI STANCES AND COORDINATES ARE HORIZONTAL GROUND
MEASUREMENTS IN US SURVEY FEET UNLESS OTHERWISE NOTED.
4. HORIZONTAL DATUM NAD 1983 (2011 ADJUSTMENT). VERTICAL DATUM
MEAN LOWER LOW WATER.
5. ELEVATIONS ARE IN FEET AND REFER TO MEAN LOWER LOW WATER (MLLW)
RELATIVE TO THE STATION 8654467, USCG STATION HATTERAS, NC,
1983-2001 TIDAL EPOCH.
6. MEAN LOWER LOW WATER ELEVATION = NAVD88 + 0.39-FT.
7. THE PLAN OF THE SITE BEYOND THE PROJECT AREA TAKEN FROM A CAD FILE
PROVIDED BY THE COAST GUARD, C14929315C01SOW.DWG, SHEET C-01,
DATED SEPTEMBER 2018.
STATION
BUILDING
1
HELIPORT
MAINTENANCE
FACILITY
BUILDING
9
0
RECREATION
PAVILION
11
V I /
\
APPROXIMATE EXISTING SHORELINE \
RAP
PILING (TYP.)
• '.6 •SiG,y `o
TOWER
A—
RAMP DOCK CLEAT (TYP.) �— ELECTRIC
u PANEL
e*LP
• ELECTRIC �.
PANEL
irvvn�
CONCIETE
•d
- USCG HATTERAS CHANNEL -
LIMITS OF
PROJECT
WORK AREA
I =t—CAln-
__
PILING
CM ®_____
CONCRETE MONUMENT
EMIT ©----
ELECTRIC MANHOLE
LP >tiT _ _
_ _ LIGHT POLE
MW Q____
MONITORING WELL
WV pQ____
WATER VALVE
BUILDING
CONCRETE
RIPJIAP
AREA BLOCKED FROM SO RVEY BY
USCG VESSEL
PROJECT WORK AREA
LZSC.G:
U. S. COAST GUARD
CML ENGINEERING
oow z
3
NN Q O
>rp x
O U O
ZO N
zzz
N w a
U
6 O
O o z
0
O ..
� Z
Z > N H Q
w
� ON O� z p
0�E ao t
OzM �oo Zci�Z
¢¢¢o ¢m ¢¢
z
z
5 Y
w p m o
z Y
c� aN 3 w
� !r
� a
z N w
xwz
wmo
zoo w m
O z z r
Z 4 w FI wz m
w w w p
O w p �
> N O VI
a0 ox
C7
z z 0
c� p
w 3p ZN U
I _
dM pM wOi
N W UN UN (gym
U of U pf U V w
rm� z
J
Z
0 Z
Z N
Ww ; a_
o Q Ld
LJ ~
U Z in
Z
O cn
Z Q
LJ of
LLJ
Q Q
� U =
SHEET ID
BOAT BASIN
C-01

10410111*5
1. HORIZONTAL DATUM NAD 1983 (2011 ADJUSTMENT). VERTICAL DATUM
MEAN LOWER LOW WATER.
2. THE INFORMATION DEPICTED ON THIS SURVEY MAP REPRESENTS THE
RESULTS OF SURVEY PERFORMED BY AECOM TECHNICAL SERVICES, INC.,
MADE ON 9/9/2020. THE CONDITIONS SHOWN ON THIS SURVEY ARE
SUBJECTTO RAPID CHANGE DUE TO CHANGING EVENTS.
3. THE TARGET DREDGE ELEVATION FOR THIS SITE IS-10 MLLW. THE MAXIMUM
DREDGE ELEVATION IS-11 MLLW.
4. THE CONTRACTOR SHALL USE METHODS AND EQUIPMENT THAT PROTECT
THE BULKHEADS, DOCKS, PIER STRUCTURES, AND ALL SITE FEATURES FROM
DAMAGE.
5. THE CONTRACTOR SHALL NOT OBSTRUCT THE BOAT BASIN OR CHANNEL.
6. MORATORIUM ON DREDGING ACTIVITIES: COMPLY WITH ALL PERMITS. NO
DREDGE SHALL BE CONDUCTED BETWEEN mm/dd AND mm/dd.
7. TURBIDITY CURTAIN INSTALLATION AND OPERATION: INSTALL USING DETAIL
ON SHEET C-03. PLACE TURBIDITY CURTAIN TO COMPLETELY ENCLOSE
DREDGE AREA. PLACE MOVEABLE SECTION OF TURBIDITY CURTAIN OVERLAP
TOALLOW USCG VESSELS INGRESS/EGRESSTO BOAT BASIN. IMMEDIATELY
CLOSE OVERLAP SECTION UPON VESSEL PASSAGE.
o TOWER x
M1 E©
6
E
C-03
CP #3< "
S15'32'17"W /
522.32' ° e pip
(TIE -LINE) 7 ° ELECTRIC
PANEL
v Ci
C-03
/
LEGEND:
PILING
CM ®_____ CONCRETE MONUMENT
END 0---- ELECTRIC MANHOLE
LP Q _ _ _ _ LIGHT POLE
MW (D____ MONITORING WELL
WV N _ _ _ _ WATER VALVE
CP-40 _ _ _ _ _ CONTROL POINT
BUILDING
CONCRETE
RIP41AP
AREA BLOCKED FROM SURVEY BY USCG VESSEL
(TO BE DREDGED TO -10 MLLW)
PROPOSED TARGET DREDGE DEPTH (-10 MLLW)
PROPOSED OVER DREDGE (-11 MLLW)
�-10- _ _ _ _ EXISTING CONTOUR (5- INTERVAL)
EXISTING CONTOUR H' INTERVAL)
FINAL CONTOUR
0
- TC - - - - - TURBID" CURTAIN
01 _ _ _ _ _ DREDGE COORDINATE (SEE TABLE)
RIP -RAP
!P SS1 SEDIMENT CORE SAMPLE LOCATION (SEE TABLE)
0
0
o �
o
C
PILING (TYP.)
I I I I
CP#4S�
v
e
/
el 10
RAMP DOCK
CLEAT (TYP.) �- ELECT
u PANEL
I
1 1
\
ss-3
•
S4
s k
CONCRETE DOER
/
z'NGS MONUMENT B s6 > \
"DN6302" C-03 s 1/ n
a /
CONCRETE DOCK
02 - -
o' -
'
s CP #5<' .
METAL SEAWALL
I
l
I
I
I
I
\ I
CORE SAMPLE LOCATION TABLE
CORE SAMPLE ID
NORTHING
EA TING
S S -1
547196.71
2984370.86
SS-2
547171.43
2984400.21
SS-3
547210.09
2984398.15
-USCG HATTERAS CHANNEL -
SURVEY LIMITS
----- /
I v � / �
Il\ !
DREDGE COORDINATE TABLE
DREDGE ID
NORTHING
EASTING
D1
547183.00
2984284.26
D2
547078.24
2984369AO
D3
547147.12
2984461.90
D4
547166.02
2984461.91
D5
547167.62
2984450.81
D6
547189.34
2984463.61
D7
547202.43
2984447.29
D8
547213.84
2984431.37
D9
547223.62
2984424.52
D10
547237.23
2984422A9
D11
547243.77
2984405A6
D12
547263.91
2984398.20
D13
547267.98
2984390.82
D14
547248.60
2984366.27
/ I
\ CO3
/ (/ \ \
I ( �
/ I r C
B
C-03
0 /� \
\ l 1 a !
\ J I
A \ \I
C-03
-17-� I
/'J \
I \ \
SURVEY LIMITS
sT+rgp
�r9
o�
O
z
z g
0 -
ZQ a_
ww
HE � z
0 Q 0
LLI 0
V Z Ld
Z O
Z Q = 0
W ~ LIJ
Z
M U =
SHEET ID
BOAT BASIN
C-02

7■
ino
,■
10
EXISTING BULKHEAD
0.0 MLLW
-
TARGET DREDGE TO -10 MLLW
-10
3 \
DREDGE TO WITHIN 5' OF
---
T OVERDREDGE DEPTH (-11 MLLW)
PIERS AND BULKHEADS.
DO NOT DAMAGE
-20
0
10
20 40 60 80 100 120
SECTION q
VERT.: 0 10 20 C-02
HORIZ.: 0 20 40
SCALE IN FEET
10
EXISTING BULKHEAD
0.0 MLLW
- TARGET DREDGE TO-10 MLLW
-10
8 DREDGE TO WITHIN S OF
OVERDREDGE DEPTH (-11 MLLW)
PIERS AND BULKHEADS,
DO NOT DAMAGE
-20
140 160 180 0
EXISTING BULKHEAD
0.0 MLLW
d
—
r TARGET DREDGE TO -10 MLLW
10
d
8 ` DREDGE TO WITHIN 5' OF
OVERDREDGE DEPTH (-11 MLLW)
PIERS AND BULKHEADS.
DO NOT DAMAGE
-20
0
10
20 40 60 80 100 120
SECTION rC-�
VERT.: 0 10 20 C-02
HORIZ.: 0 20 40
SCALE IN FEET
EXISTING BULKHEAD
0 -
-10 d 1 L-
3
DREDGE TO WITHIN S OF
PIERS AND BULKHEADS.
DO NOT DAMAGE
-20
0
140 160
1 0.0 MLLW
TARGET DREDGE TO -10 MLLW
-
---- -- ---
OVERDREDGE DEPTH (-11 MLLW)
20 40 60 80 100 120
SECTION E
VERT.: 0 10 20 C-02
HORIZ.: 0 20 40
SCALE IN FEET
140 160
10
20 40 60 80 100 120
SECTION B
C-02
VERT.: 0 10 20
HORIZ.: 0 20 40
SCALE IN FEET
140 160 180
EXISTING BULKHEAD
0.0 MLLW
d
—
r TARGET DREDGE TO -10 MLLW
-10
d
-
8 DREDGE TO WITHIN S OF
�OVERDREDGE DEPTH (-11 MLLW)
PIERS AND BULKHEADS.
DO NOT DAMAGE
-20
180 0 20 40
60 80 100 120
140
160
SECTION
r'�
C-02
VERT.: 0 10 20
HORIZ.: 0 20 40
SCALE IN FEET
NOTES:
• CONTRACTOR SHALL TAKE PRECAUTIONSTO NOTDAMAGETHE
FLOATING
DOCKS AND PIERS
10
EXISTING BULKHEAD
OVERDREDGE DEPTH (-11 MLLW)
TARGET DREDGE TO -10 MLLW
EXISTING
BULKHEAD
EXISTING WOOD DOCK EXISTING CONCRETE PIER 0.0 MLLW
0
d
10-----
-
d C
-zo 8
180 0 20 40 60 80 100 120 140 160
DREDGE TO WITHIN S OF CONTRACTOR SHALL TAKE DREDGE TO WITHIN S OF
PIERS AND BULKHEADS. PRECAUTIONS TO NOT PIERS AND BULKHEADS.
DO NOT DAMAGE DAMAGE STRUCTURE DO NOT DAMAGE
SECTION F
C-02
VERT.: 0 10 20
HORIZ.: 0 20 40
SCALE IN FEET
180
LEGEND:
---- EXISTING TOP OF THE SEDIMENT
PROPOSED BASE DREDGE ELEVATION
MAXIMUM DREDGE
FLOAT
WATER SURFACE
O
BALLAST CHAIN
TURBITIY CURTAIN FOR
DEPTHS LESS THAN 10 FEET
DETAIL
NOT TO SCALE C-02
FLOAT
WATER SURFACE —
ww
wF
¢
ow
mw
xO
BALLAST CHAIN a
w¢
0
ANCHOR �
TURBITIY CURTAIN FOR
DEPTHS GREATER THAN 10 FEET
DETAIL 2
NOT TO SCALE C-02
10
EXISTING BULKHEAD EXISTING BULKHEAD
EXISTING WOOD DOCK 0.0 MLLW
0 —
TARGET DREDGE TO -10 MLLW
10 �-7F � OVERDREDGE DEPTH (-11 MLLW) /
-�
-zo
o zo
DREDGE TO WITHIN
5' OF BULKHEADS.
DO NOT DAMAGE
L60 80 too 120 / 140
ONTRACTOR SHALLTAKE DREDGE TO WITHIN
PRECAUTIONS TO NOT 5' OF BULKHEADS.
DAMAGE STRUCTURE DO NOT DAMAGE
SECTION G
C-02
VERT.: 0 10 20
HORIZ.: 0 20 40
SCALE IN FEET
usc.G
U. S. COAST GUARD
CML ENGINEERING
oow z
3
NN Q O
OUO
z0 u
U
u,
6zo
N w a ¢
z
TTN Q
G Q
Ld
J Q
Z_
UI
Z !n
W W J Z
� Q U O
2 ~
w U
W
Z O U)
Z Q
H ~Cf) � (n
Z 0
U = U
SHEET ID
BOAT BASIN
C-03

Attachment (E) - Historic Preservation Office - Web GIS Maps

USCG Station Hatteras Inlet
12/2/2020, 7:53:48 PM
■..: Local districts & boundaries
Local individual resources & centerpoints
Local Landmark
Local Landmark, Gone
Local HD Center Point
Surveyed Only individual resources & centerpoints
Surveyed Only
Surveyed in NRHD
Surveyed Only, Gone
Surveyed in NRHD, Gone
Blockface- Multiple properties
Block -face in NRHD
Surveyed Area, No designation
s
APE
Leh! 1uu8 US Coast Guard
Station Hatteras• Inlet
DR--- Graveyard of
the Atlantic MU eum
Surveyed Area in NHRD
SL and DOE
DOE districts & boundaries
SL and DOE, Gone
Determined Eligible Boundary
DOEHD Center Point
Both DOE and Study List Boundary
SLDOEHD Center Point
DOE individual resources & centerpoints
SL districts & boundaries
Determined Eligible
I —I Study List Boundary
DOE, Gone
Both SL and Determined Eligible Boundary
e
DRC 166 Ells-.,vorth and
Lovie Ballance House 2001
D R0009 H att?ras Weath er
Bureau Station 1978 •
{ Hoc rrat
s'
O #• A
pwe 4
a o o QU t.,
19 DR0234 DUrants Life 'DR0234 DUrants Life
r Saving Station (Gone) 197 axing Station (Gone) 199S
•
r �,bem AleO°
SL individual resources & centerpoints
SL Individual Entry
SL and DOE entry
Study List Entry, Gone
SL and DOE, Gone
SLHD Center Point
SLDOEHD Center Point
1-Mile Radius
Cope 1hLieras
lntonap
Sm shwlp
1:21,500
0 0.2 0.4 0.8 mi
0 0.33 0.65 1.3 km
State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P,
NGA,USGS
North Carolina State Historic Preservation Office
State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, NGA, USGS

Dare County C&D Landfill
7
0.
C+
M1 c.
0
4 p,
G
R
4
ifF
x �
1-Mile Radius
f
Unk Rd - ' APE
all■,a�, �
Rvor N.YKon3
W5E'j Y1P I�a1•Lr
C11- /r
a
of
fi
12/2/2020, 9:36:00 PM
1:21,500
' :
■..: Local districts &boundaries
Surveyed in NRHD
Surveyed Area in NHRD
SL and DOE
SL individual resources & centerpoints
p
0 0.2 0.4 0.8 mi
Local individual resources & centerpoints
Surveyed Only, Gone
DOE districts &boundaries
SL and DOE, Gone
SL Individual Entry
0 0.33 0.65 1.3 km
Local Landmark
Determined Eligible Boundary
SL and DOE entry
Surveyed in NRHD, Gone
DOEHD Center Point
Local Landmark, Gone
Blockface- Multiple properties
Both DOE and Study List Boundary
SLDOEHD Center Point
Study List Entry, Gone
State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P,
Local HD Center Point
Block -face in NRHD
DOE individual resources & centerpoints
SL districts &boundaries
SL and DOE, Gone
NGA, USGS
Surveyed Only individual resources & centerpoints
Determined Eligible
I —I Study List Boundary
SLHD Center Point
Surveyed Area, No designation
Surveyed Only
DOE, Gone
Both SL and Determined Eligible Boundary
9 Y
SLDOEHD Center Point
North Carolina State Historic Preservation Office
State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, NGA, USGS

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper Secretary D. Reid Wilson
January 20, 2021
Jennifer Jones jennifer.jones e,aecom.com
AECOM
1600 Perimeter Park Drive, Suite 400
Morrisville, NC 27560
Re: USCG Station Hatteras Inlet, Bulkhead & Docking Facility Maintenance, 59248 Coast Guard Road,
Hatteras, Dare County, ER 17-1949
Dear Ms. Jones:
Thank you for your email of December 11, 2020, regarding the above -referenced undertaking. We have
reviewed the submittal and offer the following comments.
We have conducted a review of the project and are aware of no historic resources which would be affected
by the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579
or environmental.reviewgncdcr.gov. In all future communication concerning this project, please cite the
above referenced tracking number.
Sincerely,
Ramona Bartos, Deputy
State Historic Preservation Officer
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6898

ID#* 20201945
Version* 1
Regional Office * Washington Regional Office - [phone]
Reviewer List* Robert Tankard
Pre -Filing Meeting Request submitted 12/11/2020
Contact Name*
Contact Email Address*
Project Name*
Project Owner*
Project County*
Jennifer Jones
[e-mail]
USCG Station Hatteras Inlet Maintenance Dredging
U.S. Coast Guard
Dare
Owner Address: Street Address
1240 East Ninth Street, Room 2179
Address Line 2
aty State / Province / Pegion
Cleveland Ohio
Postal / Zip axle Country
44199 United States
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
* 401 Water Quality Certification - W 401 Water Quality Certification -
Regular Express
* Individual Permit F Modification
F Shoreline Stabilization
Does this project have an existing project ID#?*
C Yes (-- No
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below.*

The USCG proposes to complete maintenance dredging of the boat
basin and moorings at USCG Station Hatteras Inlet, located at 59248
Coast Guard Road, Hatteras, Dare County, NC. Due to natural
sediment deposition, there is not sufficient draft for the USCG to
transit, moor and execute operational missions. The proposed
dredging is necessary to ensure that the boat basin and moorings at
USCG Station Hatteras Inlet are dredged to a required depth
necessary for operational considerations of the unit and to prevent
shoaling. The proposed project will involve mechanical dredging to a
target depth of -10 feet Mean Lower Low Water (MLLW) with a 1 foot
over dredge for a proposed maximum dredge depth of -11 feet
MLLW. The proposed dredging project will only temporarily impact
open waters (an area totaling approximately 0.46 acres) and will
occur entirely within the existing boat basin limits (limited to an area
approximately 155 feet from the shoreline).
The dredging will be performed from a floating plant and not from
land -based operations. Dredged material will not be staged onshore.
The dredged material will be deposited on barges, dewatered from
the barge within a turbidity curtain, offloaded into lined/watertight
trucks, and transported by truck to the NCDEQ approved upland
management/disposal site. It is anticipated that the dredge material
will be disposed of at a state -licensed, commercial landfill that will
accept dredged material. The boat basin and moorings will be
dredged to a maximum depth of -11 feet MLLW (includes 1 foot of
over dredge) within the proposed dredging footprint (an area
approximately 155 feet by 130 feet in size). This dredge depth will not
exceed historic dredge depths at Station Hatteras Inlet. The
calculated dredge volume for the boat basin and moorings is
approximately 2,186 cubic yards and the total acreage of the
disturbed area is approximately 0.46 acres).
The USCG is preparing a Pre -Construction Notification (PCN) for
submittal to the USACE and NCDEQ DWR. The USCG anticipates
that the proposed maintenance dredging can be completed under
USACE Nationwide Permit (NWP) #35 and NCDEQ Water Quality
General Certification (WQC) #4142.
Please give a couple of dates you are available for a meeting.
Please attach the documentation you would like to have the meeting about.
C14929315X TO 70Z08320FPAC19500-STA
Hatteras Inlet -Construction Drawings-95% 3.27MB
Submittal-11 x17.pdf
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.

Signature
Submittal Date 12/11/2020