20170810 Ver 1_CAMA Application_20170629

s
Coastal Management
ENVIRONMENTAL QUALITY
June 27, 2017
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
2 0 1 7 0 8 1 0
Karen Higgins, Compliance and Permitting Unit Supervisor
DWR - Water Quality Program
Doug Huggett, Major Permits Coordinator
c/o Gregg Bodnar, Assistant Major Permits Coordinator
Division of Coastal Management
CAMA/DREDGE & FILL Permit Application Review
Nathan Richards — UNC Coastal Studies Institute
Pamlico Sound (vicinity of Chicamacomico Channel & Rodanthe Harbor)
Proposed Project: Excavate sediments from around Pappy's Lane Shipwreck
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 07/18/17 to 400 Commerce Avenue, Morehead City, NC 28557 (fax: [phone]).
If you have any questions regarding the proposed project, please contact Cynthia Rountree at (252)
264-3901. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
-___11"Nothing Compares
State of North Carolina I Environmental Quality I Coastal Management
401 S. Griffin St., Ste 300 1 Elizabeth City, NC 27909
252-264-39011252-331-2951[fax]

Project Narrative:
Pappys Lane Shipwreck (PAS0001):
Public Education and Outreach as a Part of Mitigation
For TIP B-2500 Received
Nathan Richards, Principal Investigator
UNC Coastal Studies Institute p�
& DC -E
East Carolina University
15 May 2017

Executive Summary:
Project Title: Pappys Lane Shipwreck (PAS000I ): Public Education and Outreach as a Part of Mitigation
(For TIP B-2500)
Project PI: Nathan Richards, Ph.D.
Executive Summary:
Shipwreck NC#PAS0001, known as the "Pappy's Lane Shipwreck" lies off Rodanthe, NC in Pamlico
Sound in an area where it may be impacted by the pending construction of the future extension of the
Bonner Bridge (slated to connect to Rodanthe in 2018).
Building upon an extensive amount of work already undertaken by the applicant, this project intends to
complete a full assessment of PAS0001 to, a) assess the site's significance (and potentially identify it), b)
record the vessel before any potential impacts from bridge construction occur, and c) ground -truth
magnetic signatures around the vessel that may belong to it, and which may also impede bridge
construction (all tasks assist in the mitigation of PAS0001).
This request specifically asks for permission to excavate sediments to uncover, record, and assess
important construction details shipwreck PAS000I.
Received
C M -E
2

Project Narrative
Application for Major Development Permit
NC Department of Coastal Management
Pappys Lane Shipwreck (PAS0001):
Public Education and Outreach as a Part of Mitigation
For TIP B-2500
JUN
"Shipwreck of Rodanthe, Pamlico Sound, 10 November 1988," by Drew Wilson (Source, Drew
Wilson Collection, Bog 21, Outer Banks History Center, Manteo).
Nathan Richards, Principal Investigator
UNC Coastal Studies Institute
East Carolina University
15 May 2017
3

rx "C
FORMAL STATEMENT OF WORK !I.Anl l 6 4110,
Introduction and Background:
Shipwreck NC#PAS0001, known as the "Pappy's Lane Shipwreck" lies off Rodanthe, NC in Pamlico
Sound in an area where it may be impacted by the pending construction of the future extension of the
Bonner Bridge (slated to connect to Rodanthe in 2018).
Since 2010, maritime archaeologist Nathan Richards (UNC -CSI and ECU) has been periodically
researching the wreck in association with training exercises. This has included site drafting (Figure 1) as
well as extensive historical research into vessel types and specific watercraft, and the procurement of
historic photographs and blueprints in an attempt to learn more about the wreckage. Due in part to an
NCDOT-funded interdisciplinary grant associated with the nearby Rodanthe-Stumpy Point Emergency
Ferry channel (2015-2017), research in late 2016 and early 2017 now suggest that the wreckage may
belong to an important shipwreck. This has been borne out by a recent assessment by Panamerican
Consultants Inc., who recommends that PAS0001 is eligible for listing on the National Register of
Historic Places, but enhanced with research by Richards that suggests potential connections between
PAS0001 and the U.S. Lighthouse Service, U.S. Coast Guard, NCDOT road construction projects, and
American steel -shipbuilding (amongst other themes including local folklore and connections to nineteenth
and twentieth century international conflicts).
F1 4sec tt" 5" i
6Fr
F143ec 12f1" _
.s
2 tit at
tithe
t _
7 his unidentitted IFr mr hulled (prohAhr't"l),
o.-stvr-shill encrusted shipn reek first aplx rs on
NOAA and Coast Guard nautical charts in 1969 (alm—).
Local lore suggests that it teas used to haul orasel
to Kodintlar in the 1960s, and er'nnially
wa h -d ashore. in a storm.
Port
Boll]; d I
) Stairs
(on ride)
�NGi.L
Stem
Sasnn Risb", Jo,hua tlar nn, Jeff 0"'ill,
William Schill n; & Alark Kc 1. them
Draaving by:';
Tpw _ Nathan Richards',
�I
-
ptme
r {
{
Bon,
—.,mss: Starboard .r
Thanks to:
— -- —� me1e
Monitor National .M <. Sanc o— (NOAA)
"Pappy's Lane Wreck" (PAS0001)
`orth Carolina Unden at r Archacoh Branch
Plan: 31 May 2010 , MAW TXk
e,T
r Chicamocomico Channel, Pamlico Sound ` °p
Rodanthe (Soundside), NC
Coastal Studies Institute ^ l
(Lat. 35.60101°N Long. 75.47342°6P)euts+g
Figure 1. Site plan of PAS0001 from 31 May 2010 field school (Nathan Richards, 31 May 2010).
The research will finalize historical research and complete a research design over June -August 2017 to
run a field school with ECU graduate students running across the fall 2017 semester (August -December)
with a period of planning (late August), fieldwork (all of September), and report writing (October -
December). Public outreach and education programming will occur parallel with research and fieldwork
activities. The work is considered a component of the mitigation required for TIP B-2500.
N

Work will be conducted under the supervision of Dr. Nathan Richards (RPA), and under full su=M-E
of an EMT -trained diving safety officer, and by ECU's most experienced graduate students (all
AAUS scientific diving certification). Work would occur with the permission of and under a permit from
the NC Underwater Archaeology Branch, and all artifacts would remain the property of the State of North
Carolina.
ECU and CSI already have the major tools to engage in drafting, 3D modeling (terrestrial and aerial
photogrammetry and Rhino modeling), magnetic prospecting (metal detection and gradiometric
recording), in addition to accurate position fixing capabilities (total station and GPS). Tasks would
become part of report writing and class assessment.
Need Definition:
The need for this research includes:
• Research undertaken by the author suggests that the remains of PAS0001 is not a non-descript
and insignificant barge as outlined in previous research. Assessing its significance and extracting
archaeological and historical information from it is imperative in light of pending bridge
development.
• Current research suggests that the remains of PAS0001 may be those of a late -nineteenth or early -
twentieth century steel -hulled ship. Based on a current list of five (5) promising historical
candidates there is a chance that the vessel was once an ex -Light House service and ex -Coast
Guard buoy tender, with some candidates also serving in the Spanish-American War, the First
World War, and the Second World War.
• The recent completion of a consultancy report (Panamerican Consultants, Ltd.) for NCDOT
included a statement that the vessel was pre -maturely identified as non-significant, but that the
wreckage is eligible for inclusion on the National Register of Historic Places under the National
Historic Preservation Act of 1966 (NHPA), hence full assessment and mitigation under Section
106 is warranted as a result of adverse effects to the vessel.
Research Objectives:
Building upon an extensive amount of work already undertaken by Richards, and based on conversations
held between Richards, North Carolina Underwater Archaeology Branch staff (John Morris, III and Chris
Southerly) and NCDOT's Archaeology Group staff, this request pertains to completing a full assessment
of PAS0001 in order to
a) Assess the site's significance (and potentially identify it);
b) Record the vessel before any potential impacts from bridge construction occur, and,
c) Ground -truth magnetic signatures around the vessel that may belong to it, and which may also
impede bridge construction (all tasks assist in the mitigation of PAS0001).
Research Methodology and Tasks:
Specific research methodologies and tasks will include:
• Continued historical research into vessel identity candidates;
E

• New detailed (scaled) drawings of the wreckage (plan, profile, and feature detail drawings).
Previous site drafting was done at an inadequate scale for proper comparison of historical
candidates and archaeological remains (i.e. 1 "=5' scale);
• 3D modeling where possible (photogrammetric modeling and RhinoCAD modeling);
• Limited excavation of portions of hull in order to ascertain the configuration of bow and stern
features. Critically, this will also include three excavated transects in order to determine hull
cross-section information;
• Assessment of material inside the hull (excavation); Received
• Environmental impact of the hull;
• Excavation of areas adjacent and associated with the hull; and,
• Education and outreach events.
Significance of Proposed Work:
The proposed project is mostly significant because the work needs to be done as a part of Section 106
mitigation due to the hull's eligibility for inclusion in the National Register of Historic Places (National
Historic Preservation Act, 1966). However, it also has separate historical, archaeological, interpretative,
and educational significance on face -value, with all of these values potentially enhanced via scholarly
investigation:
• Historical significance: Historical research has now focused on five potential candidates for the
hull. These promising candidates are individually nationally significant. The research
undertaken in the fall of 2017 would help include or exclude candidates based on correlations
between historical and archaeological data;
• Archaeological significance: The remains of PAS0001 may represent the remains of a late -
nineteenth century or early twentieth century American steel -hulled shipwreck. Investigations of
the vessel may provide clues to American shipbuilding practices in this time;
Interpretive significance. There are very few opportunities for members of the public to directly
engage in an exposed, potentially -significant shipwreck. The wreckage, properly interpreted
provides an exceptional opportunity for members of the public to directly interact with a
shipwreck. With or without a bridge covering the wreckage, PAS0001 may also provide an
opportunity for economic enhancement for Hatteras Island by being a component in a future road-
side or kayak -based heritage trail — drawing people into the Sound, with all the usually knock-on
effects of economic benefit to local stores and businesses; and,
Educational significance: In addition to drawing on expertise already established for the site, the
project allows for significant training of ECU graduate students in archaeological techniques, and
historical research — in a real-world scenario. Additionally, through local community training
initiatives on the Outer Banks (e.g. ECU and CSI's Nautical Archaeology Society training
initiative) this vessel holds great potential for public -oriented maritime history and archaeology
training.
Ri

Anticipated Research Products:
Quarterly reports in addition to a final report will be produced for this project. The final report will
include:
• Research design;
• Methodology; Receive
• Description of the work;
}visp!ii7
• Scale site map; C'Ec
• Three transect profiles;
• 3D Rhino reconstruction (if possible);
• Recordation and assessment of all construction features and details;
• Photomosaic;
• Vessel history and ID if possible;
• Site history;
• Assessment of material within hull;
• Environmental impact of wreck; description of current environment as pertains to wreck;
• Wrecking sequence (or deterioration sequence as is most likely the case);
• Results of ground truthing of prioritized magnetic anomalies within likely impact area; and,
• Recommendations.
The report itself may have potential to become a book -length manuscript, and many of the above bullets
had the potential to become separate scholarly works in the form or papers, web content (social media
posts and blogs) or form the core of other public outreach products. Hence, this project would propose to
include the following products
• There would be two public outreach events coordinated between the NCDOT, NC Underwater
Archaeology Branch, East Carolina University and the UNC -Coastal Studies Institute:
o An introduction to the aims of the work (within the first week of class, i.e. 48
September). This would include a presentation by relevant individuals about the
background (ECU & CSI), legal aspects of the work (NCDOT & UAB), and an
introduction to the students.
o A public presentation day relating the conclusions sometime during the week of 27
November to 1 December. This would include presentations by the students on the
components of the report they worked on (i.e. associated with section of report writing).
7

• Project website — coordinated by UNC -CSI personnel (under the supervision of John McCord)
and populated with project results — some created by ECU graduate students; and,
• Project video pieces — created by John McCord for use in NCDOT media, on project website, and
on Dare County TV. At least two media pieces will be produced.
Utilization of Research Products by NCDOT:
All of the proposed products represent an opportunity for NCDOT to further advertise their support for
scholarly research, to illustrate the way that important heritage sites are can be preserved in concert with
development, highlight collaborations between three state agencies (NCDOT, NCUAB, and the university
system), and also their support for tertiary education in the state. The proposed products will be key
elements of the B-2500 mitigation required for adverse effects to the vessel. In addition to the creation
and dissemination of the products listed above, there are additionally, two opportunities to extend the
results of this project:
• Potential trail signage: There is the opportunity to turn the information gleaned through this
research into road -side or in -water signage as a part of NCDOT trail development, or as a part of
other trail initiatives connected to scenic byways or the US Coast Guard; and,
• Potential exhibits: There is the potential to turn the content of this project into a stationary
exhibit at a location such as the Outer Banks History Center, or a traveling exhibit.
Discussion of Impacts
The archaeologists will be digging shallow areas within the hull of the shipwreck with hand tools (e.g.
shovels, and hand trowels) and depositing within feet of the excavated area. Areas external to the hull
may require some hand tool use, but will mainly utilize a hand-held, scuba diver -deployed
induction/venturi dredge, which allows for discharged sediment to be stockpiled a short distance from the
excavation site. We estimate that around 323 sq. feet of submerged bottomland will be disturbed during
research excavations — accounting for the planned depth of excavation this will come to around 1001
cubic feet (37.1 cubic yards). We plan to pump disturbed material inside the hull of the adjacent hull,
undertake recording of hull construction details and then pump sediments back into the excavated hull
(before moving on to the next area of excavation). Pumping sediments into the internal areas of the hull
will allow for the capture of sediment (reducing the spread of suspended sediments in water currents),
will reduce or negate any impacts on adjacent SAV, will allow for sediment to be pumped a short
distance, and may assist archaeologists in their tasks by not reducing underwater visibility during the
project. If this plan is not possible in any specific area, a close location without SAV will be used. It
should be noted that during underwater excavations, we intend to screen some sediments, but in no case,
will sediments be captured above the water (sediments will remain underwater always). All excavated
areas will be backfilled to their pre -excavated level.
Timeline:
• Historical research, logistics, and planning: June -August 2017.
• Final field work preparation, training and drills: 21 August to 3 September 2017.
Received
• Field School Start date: Monday, 4 September 2017.
J s,
• Completion of Field School: Friday, 29 September 2017.
0 Submission of report draft: Friday, 27 October 2017 M

• Submission of final: Friday, 24 December 2017.
• Following edits by NCDOT and NCUAB, final deliverables will be provided by 31 December
2017.
{iJN 1 6
VI

a� j. l 16 i �"U
List of Adjacent Property Owners
DME Re: PAS0001 Shipwreck Project, Pamlico Sound
1: Glenn and Laura Stevens
2724 Linda Marie Dr
Oakton, VA 22124
2: Thomas Aschmoneit
8 Brians Ct
Salisbury Mills, NY 12577
3: Marc Lazarus and Kimberly Sue Keever
120 Helm Hl
Washingtonville, NY 10992
4: Rush & Margaret Little
55 Boca Chica Rd Lot 110
Key West FL 330405
S: Mark Haines
3087 Palomino Trl
Mason, OH 45040
Others contacted as courtesy:
Robert L. Outten
Dare County
P.O. Box 1000
Manteo, NC 27954
Rebekah Martin
Pea Island National Wildlife Refuge
c/o Alligator River National Wildlife Refuge
P. O. Box 1969
Manteo, NC 27954

1
Lead Primary Investigator
Nathan Richards, PhD.
Program Head, UNC -Coastal Studies Institute
Associate Professor, Program in Maritime Studies, Department of History, East Carolina University
Email: ricl:ardsnLg,,ecu.edu
Phone: [phone] (office); 252.258.4264 (cell)
Project Performance:
Complete a full assessment of PAS0001 in order to, a) assess the site's significance (and potentially
identify it), b) record the vessel before any potential impacts from bridge construction occur, and
c) ground -truth magnetic signatures around the vessel that may belong to it, and which may also
impede bridge construction (all tasks assist in the mitigation of PAS0001).
Professional Preparation:
1996, Bachelor of Arts (Visual Arts, Archaeology, Philosophy). Flinders University.
2. 1997, Bachelor of Arts, Honors, First class (Archaeology). Flinders University.
3. 2003, Doctor of Philosophy (Archaeology). Flinders University.
4. Register of Professional Archaeologists (Federal).
Appointments:
2012 -current. Maritime Heritage Program Head, UNC -Coastal Studies Institute.
2. 2011-2012. Interim Maritime Heritage Program Head, UNC -Coastal Studies Institute.
3. 2009 -current. Associate Professor, Program in Maritime Studies, East Carolina University.
4. 2008 -current. Adjunct Research Fellow, Department of Archaeology, Flinders University.
5. 2003-2009. Assistant Professor, Program in Maritime Studies, East Carolina University.
Synergistic Activities:
1. Head tutor, NAS maritime archaeology training initiative (avocational maritime archaeology) in
North Carolina (2012 -current).
2. Member, Sanctuary Advisory Council, NOAA's Monitor National Marine Sanctuary, Maritime
Archaeological Research position (2016 -current).
3. Executive Board member, North Carolina Maritime History Council (2013 -current).
4. Editorial Board member, International Journal of Maritime Archaeology (2012 -current).
5. Editorial Board member, Bulletin of the Australasian Institute for Maritime Archaeology (2003 -
current).
10

Current Commitments:
Completion ofNCDOT project 2015-20 "Design and Siting of Deposition Locations for Dredged Material
from the Rodanthe Emergency Ferry Channel" [completion expected by May 2017]
Completion of "U-boat menace: North Carolina's Coast in the First World War" collaborative project (Dare
County Government Education Television's Local Programming Development Initiative) with
John McCord (Primary Investigator) and Janie Knutson (ECU MA Candidate) [small project
associated with Ms. Knutson's MA research, complete by December 2017]
Relevant Publications (by the individual)
Nathan Richards and Joseph C. Hoyt. 2013. The Dockyard Lighter Wreck, Royal Navy Dockyard,
in Bermuda Journal of Archaeology and Maritime History. Volume 20:7-28
2. Nathan Richards and Peter Campbell. 2013. The Meyer's Boatyard Vessel, Part I: The Historical
Significance of M -Class Gunboats, in Bermuda Journal of Archaeology and Maritime History.
Volume 20:182-204.
3. Nathan Richards and Sami K. Seeb (editors). 2013. The Archaeology of Watercraft Abandonment.
Springer Press, New York, NY.
4. Nathan Richards and Joseph C. Hoyt. 2009. Dockyard `workhorse': Unidentified wreck is most
likely a steam lighter, in Maritimes: Magazine of the Bermuda Maritime Museum. Volume 21(3):
18-19
5. Nathan Richards, Calvin Mires, Joseph C. Hoyt, and Peter Campbell. 2009. A gunboat
rediscovered, in Maritimes: Magazine of the Bermuda Maritime Museum. Volume 21(3): 11-13.
11

11N M'-1
NPUUTIONfOr JUN 1610»
Major lovelopmoid POMN DMEC
(last revised 12127106) Ni
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ landowner Information
Project Name (if applicable)
Business Name
Pappys Lane Shipwreck (PAS0001):Public Education and
Unc-Coastal Studies Institute (East Carolina University)
Outreach as a Part of Mitigation For TIP B-2500
Applicant 1: First Name
MI
Last Name
Nathan
T
Richards
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
850 NC 345
FAX No.
Wanchese
NC
ZIP
Country
Phone No.
FAX No.
27981
Dare
252 - 258 -4264 ext.
252 - 328 - 6754
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent(Contractor Information
Business Name
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phone No. 1
-
- ext.
Phone No. 2
- - ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>
252-808-2806 .. 1-888-43stCOAST .. wwvv.rn�ooas�atrsa��� erse g....�

Form DCM MP -1 (Pagelof j eceived APPLICATION for
Major Development Permit
3. Project Locatfon DGM-EC
a. Total length of shoreline on the tract (ft.)
County (can be multiple)
Street Address
0
State Rd. #
Dare
Pamlico Sound (vicinity of Chicamacomico Channel and
WA
(if many lot sizes, please attach additional page with a list)
Rodanthe Harbor)
a. Vegetation on tract
Subaquatic vegetation adjacent to the site
Subdivision Name
CRY
g. Identify and describe the existing land uses adjacent to the proposed project site.
State
Zip
N/A
Rodanthe
NC
27968 -
Phone No.
Lot No. (a) (if many, attach additional page with list)
ext.
N/A, I I I
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pamlico
Pamlico Sound
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural OManmade []Unknown
Pamlico Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
0Yes ®No
work falls within.
4. Site DescIlpillon,
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
0.0
0
c. Size of individual lot(s)
d. Appro)dmate elevation of tract above NHW (normal high water) or
N/A, I
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
ONHW or EINWL
a. Vegetation on tract
Subaquatic vegetation adjacent to the site
f. Man-made features and uses now on tract
Shipwreck PAS0001 (subject of application).
g. Identify and describe the existing land uses adjacent to the proposed project site.
Recreational uses
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Public use
(Attach zoning compliance certificate, if applicable)
®Yes 0No ONA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? E]Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. Was []No [INA
If yes, by whom? Various. By applicant and
PanAmerican Consultants LLC
I. Is the proposed project located in a National Registered Historic District or does it involve a ®Yes []No [INA
National Register listed or eligible property?
<Form continues on next page>
252-808-2808 -- -1-988-4RCOAST :-

Form DCM MP -1 (Pagef off Received APPLICATION for
Major Development Permit
<Form continues on back>
& Additional information
in eddlflon to this completed applks hon ltprm, (MP -1) the folimft r%ms below, if appMk able, must be submitted in older fordo Wl csfior►
package to be complete. Items (a) — (f) are always applicable to any major development applbehon. Please consult the applkafion
induction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, dearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name 1: Glenn and Laura Stevens/M. Rush & Margaret Little Phone No.
Address 1:2724 Linda Marie Dr, Oakton, VA 22124//2:55 Boca China Rd Lot 110, Key West FL 330405
Name 3: Thomas Aschmonek//4: Mark Haines Phone No.
Address 3: 8 Brians Ct, Salisbury Mills, NY 12577//4: 3087 Palomino Tri, Mason, OH 45040
Name 5: Marc Lazarus and Kimberly Sue Keever Phone No.
Address 5:120 Helm HI, Washingtonville, NY 10992
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
NC Department of Natural and Cultural Resources Excavation
and Recovery Permit 17PAS654 (issued)
h. Signed consultant or agent authorization form, if applicable.
L Wetland delineation, if necessary.
J. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
T CerWcatlon>and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 30 May 2017 Print Name Nathan Richards
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
[3DCM MP -3 Upland Development
❑DCM MP -4 Structures Information
257--803-2506 .. 1-388-4RCOAS7 �r s a. �►�� a aaa as �s a

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
"A ived
,
3 M/
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Degraded shell material and sediment
- 1001 cu feet/37.1 cu yards �a tO/,� It,
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
The areas to be excavated are inside, directly adjacent to, or
underneath a shipwreck that protrudes from the water
d. High -ground excavation in cubic yards.
None
2. DISPOSAL OF EXCAVATED MATERIAL ❑ This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Adjacent to area of excavation (preferentially inside
shipwreck). All sediment is to be placed back in the
excavated hole following recording activities
Equal to the areas of disturbance (refer to maps)
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net revised: 12/26/06
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Descriptions
below refer to
scale drawing
2of2
(External and
Internal
Length
trenches):
Ext =8 feet
Ex2-4=5 feet
Ex5=11 feet
Int -3=4 feet
Exi -4=5 feet
Width
Ex5=7 feet
In1-3=5 feet
Avg. Existing
NA
NA ,
Ext -5=0 feet
Depth
I n 1-3=0 feet
Final Project
NA
NA
Ext -5=4 feet
Depth
In1-3=2 feet
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Degraded shell material and sediment
- 1001 cu feet/37.1 cu yards �a tO/,� It,
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
The areas to be excavated are inside, directly adjacent to, or
underneath a shipwreck that protrudes from the water
d. High -ground excavation in cubic yards.
None
2. DISPOSAL OF EXCAVATED MATERIAL ❑ This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Adjacent to area of excavation (preferentially inside
shipwreck). All sediment is to be placed back in the
excavated hole following recording activities
Equal to the areas of disturbance (refer to maps)
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net revised: 12/26/06

ForM 0CM IMP- (Excavadon and Fill, Page 2 of 3) Received
JON 16 il',17
shipwreck). All sediment is to be placed back in the
excavated hole following recording activities
c. (i) Do you claim title to disposal area?
❑Yes []No ®NA
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
[]CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
We will utilize the inside of the shipwreck where possible.
Otherwise we will choose an adjacent area without SAV present
as - ;
d. (i) Will a disposal area be available for future maintenance.
[]Yes []No ®NA
(ii) If yes, where?
f. (I) Does the disposal include any area in the water?
®Yes []No ❑NA
(ii) If yes, how much water area is affected?
Area inside hull of shipwreck (appro)imately 160 feet by 32
feet). This is listed because most sediment will be pumped
into, and be captured inside the shipwreck
3. SHORELINE STABILIZATION 077iis section not applicable
(rideyelopment is a wood groin, use MP -4 — Structures)
a. Tvoe of shoreline stabilization: b. Length:
[]Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other. Width:
c. Average distance waterward of NM or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
f. (I) Has then: been shoreline erosion during preceding 12
months?
❑Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. `OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Sioueline Stabilization)
a. O Will fill material be brought to the site? []Yes [:]No [INA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
suomergeo aquatic vegetation tanv), Snell uuttom too), u#
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GEM;ERAL
a. Harr will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
252-808-2808 .a 9-888-4RC AS revised- 12126106

Form DCC- NIFI (Excavatloii ,and PHI, Pa a `:.
Each area will be excavated, recorded, and backfilled immediately Small induction dredge (venturi dredge) to be operated by
before proceeding to the next section. scientific divers.
c. (i) Will naviational aids be required as a result of the project?
[]YeslNo MINA
(ii) If yes, explain what type and how they will be implemented.
30 May 2017
Date
Pappys Lane Shipwreck (PAS0001):Public Education and
Outreach as a Part of Mitigation For TIP B-2500
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No [INA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Project Name Received
Nathan Richards
Applicant Name
UU
Applicant Signature
revised: 12i26106

Bow = -75.473509 35.600888 Decimal Degrees Stern = -75.473706 35.600495 Decimal Degrees

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I
Scale.
0 l0 meMn�
0 5 1 10 15 20 feet
PAS0001 (Pappys Lane Shipwreck)
Pamlico Sound, Rodanthe Harbor
Estimation of Trench Locations and Max. Sediment Excavated
Nathan Richards 0 0 May 2017)

MAJOR PERMIT FEE MATRIX
Applicant: UNC -COASTAL STUDIES INSTITUTE (EAST CAROLINA UNIVERSITY)
Selection
Development Type
Fee
DCM %
DWQ %
(14300 1601 435100093 1625 6253)
(24300 1602 435100095 2341)
I. Private, non-commercial
E]
development that does not
$250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
II. Public or commercial
E]
development that does not
$400
100%($400)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
E]
Major Modification to a
$250
100%($250)
0%($0)
CAMA Major permit
111. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 3900 (See
attached)can be a lied:
III(B). Public or commercial
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No. 3900 (See attached)
can be applied:
III(C). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
3900 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
3900 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and/or
o en water areas:

0 125 250 500 750 1,000
Feet
0 37.5 75 150 225 300 Received
Meters
JUN 16 % II
P -A DCM-EC
Extent of existing shipwreck
Direction of Ebb and Flow
Scale = 1:2,500
Key to Riparian Landowners
1: Glenn and Laura Stevens
2724 Linda Marie Dr Oakton, VA 22124
2: Thomas Aschmoneit
8 Brians Ct Salisbury Mills, NY 12577
3: Marc Lazarus and Kimberly Sue Keever
120 Helm Hill Road Washingtonville, NY 10992
4: Rush & Margaret Little
55 Boca Chica Rd Lot 110 Key West FL 33040
5: Mark Haines
3087 Palomino Trl Mason, OH 45040
Pamlico Sound
1
VA
Bow = -75.473509 35.600888 Decimal Degrees
Shoreline 3
Red crosses
X,
4
Spot water depths of 2.9-4 feet
X
Blue boxes =
Excavation areas
5
(external to hull)
�y
Green boxes =
e, Interma , increment P Corp., GEBCO, USGS, FAO, NPS-NRC—AN—
Excavation areas
Ordnance Survey, Esri Japan bl�Tl-Esra China�Honp kong), swisstopo,
(internal to hull) /
p contributors, and the GIS User Community, NC Counties, NCCGIA, NC
r
Brown boxes = �` * X
Others contacted as courtesy:
Areas of temporarly
sediment storage
Robert L. Outten
(all sediment
Dare County
returns to
P.O. Box 1000
excavated �.`�:,_%°
Manteo, NC 27954
areas)
ti
• ` X For more detail
See Image 2 of 2
(scaled drawing of shipwreck)
Stern = -75.473706 35.600495 Decimal Degrees
Rebekah Martin
Pea Island National Wildlife Refuge
c/o Alligator River National Wildlife Refuge
P. O. Box 1969 Manteo, NC 27954
Image 1 of 2
(Location of Shipwreck PAS0001
in association to closest riparian
landowners)

LEGEND OF TRENCHES (1001 cu feet max total)
= Excavation external to hull (up to 4' deep) = 858 cu feet max
=Excavation of internal hull (less than 2' deep) = 143 cu feet max
=Areas of temporary storage of excavated material (note: all
excavated material will be placed back into the excavated hole)
.*-+ =Area of existing shipwreck (vertical features)
= Area of existing shipwreck (iron plating)
6
= Potential SAV (traced from November 16, 2016 drone photograph)
**Note: No SAV noted Inside or adjacent to most areas of hull
3 feet = Spot water depth
STERN
35 feet
water depth�---P
n c
_o
43f t
water depth
PAS0001 (Pappys Lane Shipwreck)
Pamlico Sound, Rodanthe Harbor
Estimation of Trench Locations and Max. Sediment Excavated
Nathan Richards (23 May 2017)
** Grid is in Engineer's Scale (Feet and 1/10ths)**
Scale:
00001--� t- 61116PORAM6116 1001"
11
0 S 10 meters 0 S 10 is 20 feet
External N4
Forward external cross section
(= 64 cu feet)
32 feetwater depth
water depth
e-
_ 3.1 feet
- - I ... _.-►-� ��water depth
2feet
Ar +water depth 2S feet
water depth
I t -
DIRECTION
TO SHORELINE
EBB & FLOW
DIRECTION
Received
JUN 16 2017
DCM-EC
BOW
et
iepth

LEGEND OF TRENCHES (1001 cu feet max total)
= Excavation external to hull (up to 4' deep) = 858 cu feet max
=Excavation of internal hull (less than 2' deep) = 143 cu feet max
= Areas of temporary storage of excavated material (note: all
excavated material will be placed back into the excavated hole)
--A+ =Area of existing shipwreck (vertical features)
�-7 = Area of existing shipwreck (iron plating)
= Potential SAV (traced from November 16, 2016 drone photograph)
Note: No SAV noted Inside or adjacent to most areas of hull .'
3 feet = Spot water depth
water depth
STERN _
3.5 feet R
water dept
``����
T 6
IL A
3feet
water depth
PAS0001 (Pappys Lane Shipwreck)
Pamlico Sound, Rodanthe Harbor
Estimation of Trench Locations and Max. Sediment Excavated
Nathan Richards (23 May 2017)
** Grid is in Engineer's Scale (Feet and 1 A Oths)** If
Scale:
p 5 10 meters 0 S 10 is 20 feet
Externalli3
Middle external cross section
(= 64 cu feet)
Water depth
1�
I
L,-� -1 T--�/
----)
32 feet
water depth
>• k
F
1_ 2.9 feet 2.8 feet
water depth water depth
Internal #2 Internal #3
r+�
Middle Internal cross section Forward internal cross section
50 cu feet) 55 cu feet)
DIRECTION
TO SHORELINE EBB & FLOW
DIRECTION
3.1 feet
water depth
~`I�\Bow
F/
3 feet
ro�w,ter depth

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: UNC Coastal Studies Institute
2. LOCATION OF PROJECT SITE: Pamlico Sound (vicinity of Chicamacornico Channel
and Rodanthe Harbor)
Photo Index — Not Available
Latitude: X: 929055.032mE
Longitude: Y: 210995.410mN
3. INVESTIGATION TYPE: LAMA & Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — June 14,2017
Was Applicant Present - No
5, PROCESSING PROCEDURE: Application Received Complete — June 23, 2017
Office — Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Dare County
Land Classification From LUP — S-1 Special
(13) AEC(s) Involved: Estuarine Waters and Public Trust Area
(C) Water Dependent: Yes
(D) Intended Use: Public/educational
(E) Wastewater Treatment: Existing — N/A
Planned - N/A
(F) Type of Structures: Existing — Remains of shipwreck PAS0001
Planned - N/A
(G) Estimated Annual Rate of Erosion: WA
Source -
7. HABITAT DESCRIPTION:
(A) Shallow Bottom 1 776 sqft
(B) Non -Vegetated Wetlands
(C) Other
(AREA]
FILLED
1,552 sqft
(D) Total Area Disturbed: 2,328 sqft
(E) Primary Nursery Area: No
(F) Water Classification: SC and HQW Open: Yes

Field Investigation Report
Page 2
8. PROJECT SUMMARY:
The applicant proposes to excavate sediments from around Pappy's Lane Shipwreck to
uncover, record and assess Important construction details from the shipwreck prior to
construction of the proposed bridge by NCDOT.
Proiect Setting
The area proposed for development, known as Shipwreck NC#PAS0001, is located 1,246 feet
off shore in Rodanthe North off Blackrnar Gut In the Pamlico Sound, Dare County. Currently
located on the site is an old shipwreck 3 feet below normal water level with a portion of the
stern above water. The soil in the vicinity of the shipwreck is Carteret Sand (CeA). The water
classification for the project area is Aquatic Life, Secondary Recreational, Salt Water(SC) and
High Quality Waters(HQW).
Deyelo meat Pro os l
The applicant proposes to dredge 5 locations around Shipwreck NC#PAS0001 with hand tools
and a hand held, scuba diver deployed inductionlventuri dredge, which allows for discharged
sediment to be stockpiled a short distance from the excavation site. Approximately 776 square
feet of material will be dredged from around the hull of the ship and deposited into another
portion of the hull. Once all scientific data is collected from each area the spoil material will be
returned to the previously excavated area of the Dull'.
Anticipated impacts
The anticipated impacts of the proposed dredge project are temporary turbidity in the areas
being excavated.
Submitted by: Cynthia Rountree
Gate: June 23, 2017