20151087 Ver 1_CAMA Application_20151020

2 Q 5 O 8 7 PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Environmental Secretory
Quality
October 15, 2015 �7
MEMORANDUM v
D
TO: Karen Higgins, Compliance and Permitting Unit Supery soi OCT 2 0 2015
DWR - Water Quality Program
DENR - WATER RESOURCES
401 8 BUFFER PERMITTING
FROM: Doug Huggett, Major Permits Coordinator
Division of Coastal Management
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Dare County
Project Location: North of Buxton on National Park Service property along the oceanfront &
extend south through Buxton Village terminating on NPS property
Proposed Project: Beach nourishment
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 11/05/15 to 400 Commerce Avenue, Morehead Citv. NC 28557 (fax: 252 - 247 - 3330).
If you have any questions regarding the proposed project, please contact Lynn Mathis 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
!-- 'Nothing Compares-,,
State of North Carolina I Environmental Quality
1367 US Hwy 17 South I Elizabeth City, NC 27909
252 - 264 -3901 1252-264-3723 [fax]

2.
3.
4.
5.
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Dare County
LOCATION OF PROJECT SITE: The project site begins north of Buxton on National Park Service (NPS)
property along the ocean front (Across from the "Haulover' at Canadian Hole) and will extend 15,500' south
through Buxton Village terminating on NPS Property. The project will include an offshore borrow site located
approximately 8,600' offshore from the southern limit of the receiving beach.
Photo Index: See Attached Photo Index Sheet Page 2
State Plane Coordinates: (North End of Project) X: 3040426.55 Y: 581633.94
(South End of Project) X: 3038714.46 Y: 566250.27
INVESTIGATION TYPE: CAMA/ Dredge & Fill
INVESTIGATIVE PROCEDURE: Dates of Site Visit: July 16, 2015 October 7, 2015
Was Applicant Present: No
PROCESSING PROCEDURE: Application Received Complete: October 13, 2015
Office: Elizabeth City
SITE DESCRIPTION:
(A) Local Land Use Plan: Dare County
LUP Land Classification: Residential, Commercial and Public
(B) AEC(s) Involved: OH, PTA & EW
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing: Septic Systems on individual properties and private waste-
water treatment plants for some hotels
Planned: None
(F) Type of Structures: Existing: Dwellings, hotels /motels and condominiums
Planned: Expand Beach, create Sand dunes and Install Sand Fencing
(G) Estimated Annual Rate of Erosion: .4' - 4' per year SBF = 2' - 2.5'
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED
(A) Vegetated Wetlands: None
(B) Non - Vegetated Wetlands: Borrow 14,000,000sf
Open Water /Below MHW 5,347,500sf
(C) Other: Above MHW 3,658,000sf
(D) Total Area Disturbed: 23,005,500 (528 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Shellfish Open: Yes
OTHER
8. PROJECT SUMMARY: Dare County is proposing beach nourishment on National Park Service property
adjacent to NC 12 and in the Village of Buxton for distance of 2.94 miles on and adjacent to privately owned
properties in Buxton Village. The project will terminate south of the village on NPS Property at the end of Old
Lighthouse Road. The project will entail the dredging of 2,600,000 cubic yards of beach quality sand from an
offshore borrow and placement of the sand along the ocean beach and nearshore.

Dare County
Buxton Beach Nourishment
Field Investigation Report
Page 2
Buxton
Photo Index Sheet
2006: No flight line over Buxton's ocean beach
145 -393
1
1
in this area
J & K
1 & 2
L & M
1 -3
2000: 174-2033
M& N
1- 3
N& 0
2-4
174-2034
M& N
1- 22
P
3-5
174-2035
M& N
1- 24
Q
4-6
174 -2036
N &0
9 -24
R
4 -6
S & T
5 -7
1995:174 -1776
M & N
1 -9
U & V
5 -8
174 -1777
M & N
1 -24
W &X
6 -9
174-1778
M, N& 0
1- 4
146 -384
A
2-4
M & N
5 -15
B & C
3 -5
L,M &N
16 -24
D
4 -6
174 -1779
M & N
8 -24
E
4 -7
F & G
5 -8
1989:52011
A - D
7 &8
H
6 -9
E - H
8 &9
I
7 -10
1 -K
9 &10
J
8 -11
L -0
9 -11
K & L
9 -12
P - S
10 &11
M & N
10 -13
T & U
11 &12
0
11 -14
V -X
12 &13
P
12 -15
52009
A - D
16 &17
Q
13 -16
E & F
17 &18
R
14 -16
G & H
18 &19
S
15 -17
1 -K
19 &20
T & U
16 -18
L - N
20 &21
V &W
17 -19
0 & P
21 & 22
X
18-20
Q
22 & 23
5 201 2
A - C
15-16
1978: 89 -1350
N & 0
1 -14
D - F
15 -17
89 -1351
N &0
1 -15
G
16 &17
M -0
16 -24
H
16-18
89 -1352
M & N
1 -24
1 -M
17 &18
89 -1353
N &0
1 -4
N
16-18
90 -1373
A - G
12 & 13
0
18 &19
H - K
13 &14
P & Q
18 -20
L -0
13 -15
R
19 &20
P - R
14 &15
S & T
19 &21
S & T
14 -16
U & V
20 -22
U - X
15 &16
W &X
21 -22
1984:144-394
0 & P
19 & 20
N,O, &P
21 -24
J

Dare County
Buxton Beach Restoration
Field Investigation Report
Page 3
Project Settinq
The project site is located in and adjacent to the small unincorporated village of Buxton located on Hatteras Island,
in Dare County, North Carolina. Buxton is a small ocean to sound community consisting of a traditional village
atmosphere that includes a mix of residential dwellings, rental homes, hotels, retail businesses, and service
businesses. With the exception of a small section of beach, Buxton village is bounded to the north, south and east
by Cape Hatteras National Seashore under the jurisdiction of the National Park Service. Buxton is a popular tourist
destination, drawing thousands of visitors each year to visit the ocean and sound side beaches of Dare County,
Cape Hatteras National Seashore and the Cape Hatteras Lighthouse. Access to Cape Hatteras and the village is
limited to NC 12 connecting through Ocracoke via the Swan Quarter Ferry and Hatteras Ferry, and over Oregon
Inlet to the north.
Immediately north of Buxton Village is a section of NC 12 within the Cape Hatteras National Seashore where
breaches occurred in 2011 and in 2012, requiring extensive repairs to restore full access to Buxton, Frisco and
Hatteras Village. The NPS and Dare County have worked with the State of North Carolina to reduce chronic
highway damage, maintain federal and state infrastructure and allow public access. Within the village there are
three motels and approximately and 30 ocean front residences that have experienced regular over wash and
flooding during storm events. There are an additional 25 - 30 homes impacted regularly by over wash from severe
storm events in the village due to the lack of dune protection or vegetative cover along the oceanfront.
Located offshore are a number of shoals, one of which has been identified as a potential source of sand for the
proposed beach nourishment project. The sand search area is a 449 acre (2,300' x 8,500') shoal located
approximately 1.7 miles off shore from the project site. According to the applicant's consultant Coastal Science &
Engineering, the offshore borrow (identified as Borrow C) has a sufficient amount of beach quality sand, exceeding
state standards. Their finding is based on 33 borings that narrowed the final borrow area to 1,750'x 8,000' or 321
acres. The plans submitted state the dimensions, but use a final total of 300 acres. The number of borings taken
within the proposed work area are 1 per 11 acres. While there are a number of anomalies found within the borrow
site all but one will be avoided. One linear magnetic anomaly noted is believed to be an abandoned cable of no
historical significance.
Wildlife that is known to inhabit the beaches and waters within and adjacent to Buxton and the NPS oceanfront
include Horseshoe Crabs (Limulus polyphemus), Ghost Crabs (Ocypode spp.), Mole Crabs (Emerita talpoida), a
variety of sea turtles, shore birds, fish, jelly fish, shellfish, and aquatic mammals.
Vegetation found on the landward side of the beach may include, but not limited to the following: American Beach
Grass (Ammophila breviligulata), Sea Oats (Uniola paniculata), Salt Meadow Hay (Spartina patens), Sea Shore
Mallow (Kostelezykya virginica), Blanket Flower (gallarelia pulchella), Dwarf Palmetto (Subal minor), Sea Rocket
(Cakile edentula), Seashore Elder (Iva imbricate), Bitter Panicum ( Panicum amarum), and a variety of ornamentals
planted by property owners. Within the placement area above MHW there is no vegetation.
The width of the beach varies considerably with seasonal accretion and erosion events; however, a all of the
structures along the ocean front in Buxton are considered eminently threatened. The erosion rates along the project
alignment vary from 4.2' to 11.3' per year, with a Setback Factors between 5' and 6.5' in the village and 5' and 10'
within Cape Hatteras Nation Seashore, north of the village. The use of sandbags to protect threatened structures,
beach bulldozing and bringing in sand form an outside source have been undertaken on an as -need basis by private

Dare County
Buxton Beach Restoration
Field Investigation Report
Page 4
property owners. Seventeen sandbag alignments have been authorized in the village to protect the motels, a
number of dwellings and NC 12. Additional protective measures that have been authorized include dune
reconstruction, beach bulldozing, groin construction, and multiple small beach nourishments. The applicant
estimates sand losses within the project area between 115,000 and 130,000 cy per year due to erosion.
The project terminates immediately north of the old Cape Hatteras Lighthouse site. In 1999 the Cape Hatteras
Lighthouse was relocated 2,900' southwest project site due to severe erosion. The following is a list of erosion
control activities undertaken to protect the lighthouse and the eventual relocation.
1966: 312,000 cubic yards of sand is pumped from Pamlico Sound onto the beach 1 mile west of the lighthouse.
1967: Nylon sandbags placed in front of the lighthouse.
1969: U.S. Navy builds three reinforced concrete groins to protect the Naval Facility and the lighthouse.
1971: About 200,000 cubic yards of sand are moved from Cape Hatteras Point to the beach in the lighthouse area.
1973: An additional 1,300,000 cubic yards of sand are moved from Cape Hatteras Point to the beach.
1975: Groins partially destroy during a storm and are repaired with steel sheet piles.
1980: The groin nearest the lighthouse is extended 150 feet after storms.
1981: 250 units of Seascape are installed (a polypropylene device of hollow gravel - filled tubes with connecting
fronts, linking them into an underwater sandbar).
1981: Groin nearest the lighthouse is extended another 150 feet.
1982: 700 sandbags are placed in a protective dike around the lighthouse.
1982: 5,000 units of "Seascape" are installed.
1982: The groin nearest the lighthouse is extended 150 more feet.
1984: The Corp of Engineers install a scour - protection mat for the south groin.
1986: Fake seaweed is placed in the ocean.
1990: The sandbag alignment revetment is refurbished.
1994: The southern groin is repaired. The sandbag alignment revetment is repaired again with 380 new sandbags.
1995: The south groin is rehabilitated with 184 feet of steel sheet piles.
1996: Approximately 300 sandbags are placed to both the north and south sides of the lighthouse.
1999: The lighthouse is moved.
Development Proposal
Dare County has submitted an application to place beach quality sand along 15,500' of ocean beach and nearshore
in the village of Buxton (4,500') and along a section of the Cape Hatteras Seashore (- 11,000) to provide a wider
beach and buffer storm impacts along severely eroding sections of shoreline. To restore the sand deficit that has
made the area vulnerable to erosion, Dare County would like place of sand along NC 12 to restore and protect the
foredune along National Park Service (NPS) land within Cape Hatteras National Seashore, reduce flooding,
maintain access along NC 12, and to protect infrastructure and development in the village of Buxton; while creating
minimal disruption to the local economy. The placement of sand would widen the beach and offshore bar to
attenuate wave action before reaching adjacent structures and NC 12. It is also the intent of this project to replace
erosion losses and augment the regional sand supply by using a non - littoral sand source. The placement would not
include the storage of equipment, construction activities or the placement of sand over any existing dunes or
vegetation. Sand will be placed in a manner to match the natural contours of the dry beach, focusing placement
within the "active" beach zone.

Dare County
Buxton Beach Restoration
Field Investigation Report
Page 5
The proposed project includes the placement of 2,600,000 cubic yards of beach compatible sand (? 90% sand)
along 15,500'(2.94 miles) of ocean beach and nearshore of the Atlantic Ocean, beginning near Mile Post 59 within
Cape Hatteras National Seashore and extending south to a point just north of the former location of the Cape
Hatteras Lighthouse in Buxton Village.
Sand will be placed immediately adjacent to some dwellings and motels on private property and will necessitate
easements. The main portion of the project site will be along NPS property and will necessitate an easement and
Special Use Permit from the NPS.
A. Project Length: 15,500' (2.94 miles)
Average Project Width: -581'
Maximum Project Width: -847'
Total Area of Placement: - 9,005,500ft or 206.7 acres
B. Ave. Project Width above MHW: 236'
Max. Project Width below MHW: 345'
Area of Sand Placement above MHW: 3,658,OOOsf or 84.0 acres
Area of Sand Placement below MHW: 5,347,500sf or 122.7 acres
The location of staging areas for support vehicles and equipment will be subject to coordination with the property
owner(s). Should access to the beach necessitate additional land disturbance not covered in this application
request, additional review may be required.
The borrow area will be excavated to a depth of -7' below the existing water bottom. It is anticipated that any water
bottom irregularities will be eliminated over time by high wave energy. Based on Scoping meeting discussions, the
borrow area is not expected to fill back to its original elevation. The sand obtained from the borrow site will be
pumped to the receiving beach from a hopper dredge and /or a hydraulic pipeline from a cutterhead dredge. It is
anticipated that the most practical method for excavation and placement will be from a hopper dredge. There will be
two offshore staging sites for pumping sand onshore as shown on the enclosed plans. A temporary dike will be
constructed parallel to the shoreline and a sand slurry will be pumped on the landward side of the dike. Excess
water will be directed around the edge of the dike and back into the ocean. As sand is pumped onto the beach,
bulldozers, excavators and front end loaders will move the sand where needed to shape the new beach profile. This
process will be moved along the beach as needed to complete the process. The typical profile along the receiving
beach prior to the recent Nor'easter has had an elevation of -9' NAVD at the seaward toe of the fore dune to an
elevation of -5' NAVD at the berm crest. The average of -7' NAVD is the maximum berm elevation being proposed.
In no case will sand be placed over sandbags.
Final Borrow Area: 1,750'x 8,000' = 14,000,OOOsf or 321 acres
Maximum Dredge Depth: -7'
Estimated Available Sand Volume: 3,629,629cy
Proposed Volume to be placed on Receiving Beach: 2,600,OOOcy
In the event a hopper dredge is used, abundance trawling and relocation trawling will be used to reduce potential
takings of protected species. Additional measures that will be undertaken, regardless of the specific dredge
employed, include: 1) identifying and relocating any existing nests prior to beginning work, 2) sea turtle nest Dare

Dare County
Buxton Beach Restoration
Field Investigation Report
Page 6
monitoring and relocation as needed, 3) the use of artificial lighting during all night operations, 4) turtle deflectors
on the dredge head, and, 5) disengaging pumps when lifting the cutterhead.
Scheduling of the project is proposed during the summer due to safety issues and a lack of nearby "safe harbor"
in the event of a storm. Daily operations will include dredging 24 hours a day, 7 days a week, as weather permits
to facilitate a speedy completion of the project. Based on estimated production rates, the time to complete beach
nourishment will be 2.5 months. While summer dredging is presented as being the more efficient time to undertake
this project, it also increases the chance of adversely impacting protected or endangered species. According to
the applicant wave height during the winter limits dredging depths thereby increasing the duration of the project
The National Park Service will review the Environmental Assessment, Biological Assessment and Essential Fish
Habitat through the National Environmental Protection Act to determine if a Special Use Permit may be issued to
Dare County for the proposed action. The US Army Corps of Engineers (USACE) will also review pertinent
documentation to determine if a federal permits will be issued under the authority of the Clean Water Act.
Funding of the project will be from the Dare County Beach Nourishment Fund. A portion of the 6% Occupancy
Tax collected by Dare County is set aside for the Beach Nourishment Fund and must be used for the placement
of sand and the planting of vegetation for the purpose of widening the beach to benefit public recreational use and
mitigating damage and erosion from storms to inland property. No post project dune planting or sand fencing is
proposed in conjunction with this application. The intent is to allow the beach to naturalize over time. The
placement of sand fences will be the responsibility of individual property owners and the NPS.
There are no historic properties, or properties eligible for inclusion in the National Register, within the proposed
placement area; and no shipwreck remains according to the applicant's consultant. There are 10 anomalies at
the northern end of the proposed borrow site that will be avoided. One linear anomaly was found within the
proposed borrow site and is believed to be an abandoned cable. It has been suggested that the cable be remove
when the project starts, but is subject to approval by the State Historic Preservation Office (SHPO).
The consultant (CS &E) has provided supporting documentation (in digital form) including geophysical and
hydrographic surveys, vibracore samples and photos, cross section profiles of the receiving beach with 98
samples within the project area, and an archaeological survey. According to the consultant's sediment analysis
of the Borrow C and the receiving beach, sand within the borrow sites is within the allowable limits for placement.
Anticipated Impacts
1) During the project it is anticipated that noise levels will increase above surrounding background (ambient)
levels at the dredge site(s) and on the beach from heavy equipment.
2) According to the EA "Marine dredging produces broadband, continuous, low frequency sound that can be
detected over considerable distances and may trigger avoidance reactions in marine mammals (Thomsen et
al., 2009) and other organisms ".
3) According to the EA the water bottom disturbance created by the dredge in the borrow areas "can negatively
affect the physiology and feeding behavior of visually orienting fish via increased turbidity ", this impact can be
reduced by the use of a cutter suction dredge.
4) The placement of sand along the surf zone will have a temporary adverse effect benthic organisms.

. Dare County
Buxton Beach Restoration
Field Investigation Report
Page 7
5) The placement of sand along the surf zone and dredging of sand at the borrow sites will have a temporary
adverse effect on infaunal (burrowing) communities. According to the EA it is anticipated that these
communities will be recolonized from adjacent communities.
6) Threatened and endangered species are known to occur in or near project area, and may be impacted by the
beach nourishment project.
7) According to Rumbold, Davis and Parretta's book "Estimating the Effect of Beach Nourishment on Caretta
caretta (loggerhead sea turtle) Nesting," Collective results from their studies show that beach nourishment
significantly diminished loggerhead sea turtle nesting during the first season following the project. Temporary
impacts by increased turbidity could result in a decrease in dissolved oxygen during dredging and during the
placement of sand on the beach and near shore.
8) It is anticipated the proposed project would have only minor impacts to the marine water column at the borrow
areas.
9) The negative temporary effects to benthic organisms could occur during dredging at the offshore borrow sites
and during the placement of sand along the oceanfront shoreline.
10) Proposed sand fencing will encourage dune formation that can increase storm protection on a temporary basis.
11) The placement of sand on the existing beach and near shore will widen the beach and provide additional
protection from storm activity on a temporary basis.
12) Fill of 5,347,500sf or 122.7 acres of near shore /open water below MHW.
13) Fill of 3,658,OOOsf or 84.0 acres of beach above MHW.
14) Excavation of 2,600,OOOcy of sandy water bottom from offshore in Borrow C.
15) Beach nourishment is temporary in nature and will require future re- nourishment to maintain.
Submitted By: Lynn Mathis
Date: October 14, 2015

BEACH RESTORATION TO PROTECT NC HIGHWAY 12 AT BUXTON
COUNTY OF DARE, NORTH CAROLINA
a
NARRATIVE DESCRIPTION OF PROJECT
INTRODUCTION I
Dare County encompasses —89 miles of ocean shoreline from the Town of Duck to Hatteras Inlet. The
northern 30 miles (on Bodie Island) includes the towns of Duck, Southern Shores, Kitty Hawk, Kill Devil
Hills, and Nags Head (from north to south). There is a 5 -mile undeveloped portion of Cape Hatteras
National Seashore (Seashore) at the southern end of Bodie Island. The southern —53 miles on Hatteras
Island encompass Cape Hatteras National Seashore and the communities of Rodanthe, Salvo, Avon,
Buxton, Frisco, and Hatteras (Fig 1). Approximately 16 miles are developed and 38 miles are
undeveloped along the oceanfront. In total, 50 percent of Dare County's ocean shoreline is developed,
and 50 percent is undeveloped and held in permanent trust by the Cape Hatteras National Seashore.
Dare County proposes to place 2.6 million cubic yards (cy) of beach - quality sand along a 2.9 -mile length
of Hatteras Island including —2.2 miles in the Cape Hatteras National Seashore (Seashore) and —0.8 mile
along the Village of Buxton (Fig 2). The project will serve two primary purposes:
1) To help protect North Carolina State Highway 12 (NC 12) by providing a wider beach to
buffer storm waves between the ocean and the highway. NC 12 is the only north -south
highway along Hatteras Island, serving permanent residents, vacationers, and sightseers.
2) To augment the regional supply of beach sand by utilizing a non - littoral borrow source of
compatible sediments from an offshore borrow area. Upon placement, the additional sand
will serve to feed the dunes and downcoast areas, providing additional habitat for threatened
species that depend on a healthy beach.
Dare County has completed a feasibility study and plan for beach restoration in the Buxton area to protect
NC 12 north of the old Cape Hatteras lighthouse site (CSE /CZR 2013). NC 12 is the main artery for
access and emergency vehicles to the communities of Buxton and Hatteras Village, as well as National
Park facilities. The narrow isthmus immediately north of Buxton village has breached in the past and
remains highly vulnerable to future breaches. Figure 3 shows oblique aerial photos of the site on 11
September 2014. The proposed project is intended to widen the oceanfront beach and provide an erosion
buffer to reduce chronic damage to NC 12 and federal, state, and county infrastructure.
CSE /CZR 2013 Shoreline erosion assessment and plan for beach restoration- Rodanthe and Buxton areas: Dare County, North
Carolina Feasibility Report prepared for Dare County Board of Commissioners. Coastal Science & Engineering Inc (Columbia
SC) and CZR Incorporated (Wilmington NC). 131 pp + Appendices.
Funding for the proposed project will be from various local sources. No federal funding is involved.
Beach Restoration to Protect NC Highway 12 at Buxton Page 1 of 10
Major CAMA Permit Application — Narrative Sept 29, 2015

ALTERNATIVES
Three alternatives have been evaluated for beach restoration to protect NC 12 along the Seashore and the
village of Buxton:
• Alternative 1 — No- Action Alternative,
• Alternative 2 — Nourishment with offshore Sand Source and Winter Construction
• Alternative 3 — Nourishment with Offshore Sand Source and Summer Construction
Additional alternatives were considered during the early stages of planning, but were dismissed from
further analysis for environmental, geological, technical, or economical reasons.
Alternative 2 causes the least damage to the biological and physical environment but is not considered
viable for reasons of economics and contractor safety. The scope of work that could be accomplished
under Alternative 2 would be 50 percent or less of Alternative 3. Construction during summer months is
necessary in this setting because of high wave conditions the remainder of the year. The full scope of
work proposed under Alternative 3 would best protect NC 12, which is a critical lifeline and access route
to the communities and to National Park Service (NPS) facilities at Cape Hatteras. It would add a much
greater volume of sand to the beach system than Alternative 2, increasing the area of sea turtle and
shorebird nesting habitat. It would significantly increase project longevity and reduce the frequency of
future remedial or emergency measures. Construction impacts will be incrementally longer under
Alternative 3, and the short-term biological impacts to benthic organisms may be greater than Alternative
2. However, Alternative 2 would require work in winter months, placing contractor personnel at much
greater risk, due to unsafe conditions offshore. For the high energy setting at Buxton, it is doubtful that a
viable project could be accomplished and meet the goals and objectives of the applicant (Dare County)
under Alternative 2. Therefore, Alternative 3 is the applicant's preferred alternative.
PROJECT DESCRIPTION
The proposed project (Alternative 3) will involve excavation of beach - quality sand from an offshore
borrow area near Buxton Village via hydraulic and/or hopper dredge (see Fig 2). Borrow sediment will
be pumped to the beach and spread by land -based equipment (e.g. bulldozers) in the beach zone between
the toe of dune /mid -dry sand beach and the low watermark. The elevation of the nourishment berm will
be set at or below the normal dry-beach level (approximately +7 -feet NAVD) so that it is naturally over-
topped by waves during minor storms. The nourishment profile will be designed to adjust rapidly to
changing wave conditions with an expected gradual shift of sand into deeper water as the profile
equilibrates. Backshore areas are expected to be enhanced gradually after construction by natural dune
building processes.
Beach Restoration to Protect NC Highway 12 at Buxton Page 2 of 10
Major CAMA Permit Application — Narrative Sept 29, 2015

The maximum project length will extend up to 2.9 miles from approximate mile post #59 to 4,000 feet
south of mile post #62 as shown in Figure 2. The northern 11,000 linear feet ( -2.1 miles) of the project
will be located within Cape Hatteras National Seashore (Seashore), and the rest of the project area
(4,500 linear feet) will be located within the Village of Buxton (see the illustrations on the aerial photos
in Fig 3). Maximum nourishment volume will be 2.6 million cubic yards, and the average maximum fill
density (volume of nourishment per linear foot of beach) will be —168 cubic yards per foot (cy /ft), which
is equivalent to an average beach width increase after natural profile adjustment of —150 ft in the Cape
Hatteras area. The anticipated maximum impact area during construction for a 2.9 -mile -long project is
—207 acres, among which —140 acres are directly in front of the Seashore area. The maximum project is
expected to create —40 acres of new dry-beach habitat ( -28 acres at the Seashore area). This expanded
dry-beach area will eventually produce —10 acres of new dune habitat via natural processes after
equipment is removed from the beach. The maximum scale is expected to provide at least ten years of
erosion relief, dune growth, and NC 12 protection under normal conditions. The final project volume will
be determined according to the state and federal permits, the County's final construction fund, and the
responsible bid.
SEDIMENT COMPATIBILITY
Sediment quality in the proposed borrow area, based on —33 borings (the average elevation of the top of
the holes is —34 ft), closely matches the existing beach in terms of grain -size distribution and color (Figs 4
& 5). Detailed sediment quality data for the beach and borrow area are contained in CSE's (2015)
Geotechnical Data Report: Buxton, Dare County (Appendix C of the EA for the project). Sediment
quality and density of borings meet or exceed North Carolina Department of Environment and Natural
Resources (NCDENR) standards for projects of this type. Cultural resource and geophysical studies
(Appendix F of the EA for the project) identify potential artifacts in the borrow area and have been used
to establish no -work buffers around portions of the borrow area. The anticipated borrow area will be less
than —350 acres with excavation depths averaging <7 feet (ft). Geotechnical studies indicate the borrow
area is within a high - energy shoal complex having considerable natural relief. Excavations are not
expected to leave deep holes relative to the surrounding topography.
CULTURAL RESOURCES STUDY IN THE BORROW AREA
The coastal waters off the Outer Banks of North Carolina have one of the highest documented
concentrations of shipwrecks in the western Atlantic. The moniker "Graveyard of the Atlantic" is well
earned. Hundreds of vessels have been reported lost off the Outer Banks and especially off Cape
Hatteras. Weather, currents, natural magnetic anomalies, and shoals make navigation along the Outer
Banks and off Cape Hatteras hazardous even today. For over 500 years, human error and warfare
compounded dangers associated with the natural environment.
Beach Restoration to Protect NC Highway 12 at Buxton Page 3 of 10
Major CAMA Permit Application — Narrative Sept 29, 2015

Q
Although the project survey sites lie within the area of highest sensitivity for historic shipwrecks in North
Carolina, no shipwreck remains have been documented on the project beach or in the proposed offshore
borrow area. Data generated by the cultural resources survey for the proposed project identified 123
magnetic anomalies and six acoustic targets in the project area (Appendix F). While none of the acoustic
signatures are suggestive of complex vessel remains, ten (10) of the anomalies at the northern end of the
sand search area are proposed for avoidance by means of no -work buffers as illustrated on the permit
application drawings (circled group 1 on Sheet 7). Historical research indicates that the source of the rest
of 113 anomalies could be early electrical or telegraph cables or possibly SOSUS transducer arrays
deployed by the US Navy in the post -World War II period. Another no -work buffer area was identified
across the north end of the search area (group 2 on Sheet 7), of which one long linear object resembles
cable, wire, or small- diameter pipe. The applicant is investigating the long band of anomalies, running
north to south diagonally across the southern half of the sand search area, and will either remove the cable
before dredging subject to review and approval by the State Historic Preservation Office (SHPO) or will
leave no -work buffers around the objects.
METHODS OF CONSTRUCTION
The proposed fill will be placed by ocean going trailing suction hopper dredge(s) or cutterhead pipeline
dredge(s) between the seaward crest of the existing dry beach and the outer bar. Only the profile above
high water is controllable in nourishment construction. Intertidal and underwater portions of the profile
will be subject to natural adjustment by waves. The fill will be placed no higher than +7 ft NAVD (the
average natural elevation of the berm).
Work will progress in sections within the borrow area and along the beach. Fill placement along the
beach will typically progress at an average rate of 300 ft per day. Construction activities will involve
movement of heavy equipment and pipe along 4,000 -ft reaches over a period of 1 -2 weeks. Once a
section is complete, piping and heavy equipment will be shifted to a new section and the process will be
repeated. As soon as practicable, sections will be graded and dressed to final slopes. Other than at
equipment staging areas, beach residents along the project area will experience disruption due to con-
struction for only several days or less.
Land -based equipment will be brought to the site over public roads and will enter the beach at designated
beach access areas. Any alteration of dune vegetation/topography necessary for equipment access will be
authorized prior to undertaking any work, and be repaired to pre - project conditions. Daily equipment
staging will be on the constructed beach seaward of the dune line. Existing dunes and vegetation on the
beach will be avoided and preserved. The contractor will provide for proper storage and disposal of oils,
chemicals, and hydraulic fluids, etc., necessary for operation in accordance with state and federal
regulations.
Beach Restoration to Protect NC Highway 12 at Buxton Page 4 of 10
Mayor CAMA Permit Application — Narrative Sept 29, 2015

Construction Schedule — The proposed project will be similar to the 2011 nourishment of Nags Head in
scale (on a fill density basis), scope, and construction methods. The Nags Head project was completed
between May and October 2011 without adverse environmental incidents. The project will require
summer dredging because of safety issues, particularly the lack of a nearby safe harbor for ocean dredges.
Construction duration is expected to be a maximum of –2 -2.5 months if work is permitted between 1
May and 15 September. The preferred schedule for start of construction is May 2016.
SUPPLEMENTARY REPORTS
The following reports are submitted in support of the permit application:
1) Environmental Assessment (EA)
2) Appendix A: Littoral Processes Report
3) Appendix B: Biological Assessment (BA)
4) Appendix C: Geotechnical Data Report
5) Appendix D: Essential Fish Habitat Assessment (EFH)
6) Appendix E: Biological Monitoring
7) Appendix F: Cultural Resources
8) Appendix G: Monitoring & Mitigation Measures
The project team had three pre - application meetings on 22 October 2014, 8 January 2015 and 29 July
2015 with the federal and state agencies. Initial guidance regarding preparation of environmental
documents required by state and federal resource agencies before, during, or after construction was
received by the applicant. Dare County also requested Section 7 consultation under the Endangered
Species Act at the earliest time, along with instructions regarding endangered species monitoring
requirements during construction, and environmental sampling, if necessary, before and after
construction.
Beach Restoration to Protect NC Highway 12 at Buxton Page 5 of 10
Major CAMA Permit Application — Narrative Sept 29, 2015

J✓ Hatteras Inlet
oCfaCOke kdand ,�""�
Cape Lookout •
1tational Seashore Ocracoke law
filet
on
PROJECT SITE
N 350 16'36"
W 750 31'00"
Atlantic Ocean
Figure 1. Location of Buxton and Cape Hatteras National Seashore, Dare County, North Carolina.
Beach Restoration to Protect NC Highway 12 at Bunton Page 6 of 10
Major CAMA Permit Application — Narrative Sept 29, 2015

N 590760 f N. 590760
E:3032750 Mile 58 E 3051750
0 3,000 -
i
Scale (Feet)
NC
Mile 59 -
b '
C ]750
O ` J
O �
i
N C
N �O
h � ino•so m
O �• U
U O
O
Mile 60 «-
U
N
N W
Q
C
A tV Q
V E U
t _
� O O
O O
Mile 61 Z LO °o
O tti
N 572760 �- O N: 572760
E:3032750 VjU 0. D E 3051750
QuXn �i�ir a
• Buxton
Mile 62
19Gh00
Old Cape Hatteras Light Site •
Cape Hatteras Light • -9,000 R
rsso,�
rte'»
0
. / Revised Borrow Area
\/ 8,500 ft x 2,300 ft ( -450 ac)
Additional Search Area
• Sediment Borings
N. 554760 N: 554760
E:3032750 E: 3051750
OMum:
Cape Hatteras
SPCS NAD'83 (Feet) NC Zone 3200
Figure 2. Proposed beach restoration for NC 12 at Buxton showing anticipated maximum project
limits and offshore borrow area (after CSE /CZR 2013).
Beach Restoration to Protect NC Highway 12 at Buxton Page 7 of 10
Major CAMA Permit Application — Narrative Sept 29, 2015

Figure 3 (1 of 2). Aerial image taken by the project team on 11 September 2014 — looking southwest. The
maximum project area is shown on the photo.
Beach Restoration to Protect NC Highway 12 at Buxton
Major CAMA Permit Application — Narrative
Page 8 of 10
Sept 29, 2015

Figure 3 (2 of 2). Aerial image taken by the project team on 11 September 2014 — looking north.
The Village of Buxton north limit is located approximately at the end of the northernmost building
showing in the photo.
Beach Restoration to Protect NC Highway 12 at Buxton Page 9 of 10
Major CAMA Permit Application — Narrative Sept 29, 2015

Native Beach and Borrow Area Grain Size Frequency Curves -
Gr Srr(ved Buxton
e s s s 8 4 4 G a o G o E a_ a 4 a r s 5t r a x Figure 4.
30
Buxton Native Sediment grain -size distribution along
25 _ _ Buxton - Area C the proposed project area (composited
beach samples) and sediment quality
A 20 Mean Grain Sizes ; , for the proposed offshore borrow area
Fp Native -0.435 mm . t showing similar mean grain size and
Area C - 0.460 mm
015: i sorting (composited from available
�` rr cores).
V10
a Coarse Fine
[Note: Area "C" (dashed line in the
5 - - graph) refers to the solid red -line box
- - - in Figure 2.]
8 8 8. a a a S S B g
- .� - -�- o 0 0 o e e e e v o 0 0 o v o e
Grain Size (mm)
Ara Lonfim Map
sawt • sbenr+swcr• A-
A
rta
to Con LoeYion Map
12
2
. Ba.4E
e-
OFFSHORE SAND SOURCE - CSE CORE N0 B ux-01
r_�Surf cs --ow- 4 r_-W- a
L 1 -EL-5 11-9
2
Figure 5.
6 - 10
Representative core photo log for the
proposed offshore borrow area (from
CSE /CZR 2013).
7 --p- 11
Page 30 of 10
Sept 29, 2015
- 1
41lwer
n-
_
y -4
-6
-12
ELEVATION TOP OF HOLE: -33 0 ft NAVD
Note:
TOTAL DEPTH OF HOLES 9.5 It
AM mre dep'hs in feet
See core fog sheet for addmorwi geotedrwal h6omvoon
�c�mrc
ranvr�nx
a,w�c ���
rear
&.�.
Coney d Dore
551 wr,rah c coke t (2861
CORE LOG
F&-bky Sy - PN
FO Bm 100D
PHOTO MOSAIC
w
r`�`••
U~ NC 27551
r
Beach Restoration to Protect NC Highway 12 at Buxton
Major CAMA Permit Application — Narrative
Page 30 of 10
Sept 29, 2015

HARPER, JUANITA GRAY 5502 GARDNER PL
RIEDER, EDMUND G X TRUSTEE OF THE
EDMUND G X RIEDER REVOCABLE
13700 COUNTY ROAD 9
I
I
LIVING TRUST
I
RIEDER, EDMUND G X TTEE OF THE
FAMILY TRUST UNDER MARY E RIEDER
13700 COUNTY ROAD 9
I
TRUST
_
FINCH, OLIN E
FINCH, GEORGIA
116 SANDY RIDGE RD
+i OCT 1
a
EVANS PERSONAL RESIDENCE TRUST
i
2015 i
THE
Address of Adjacent Property Owners
<<<'
HOAGLAND, RICHARD H JR
HOAGLAND, CAROLYN M
12704 BAY HILL DR
" no -v ll,1"`�`�'
MCDANIEL, MICHAEL H
MCDANIEL, DEBORAH A
9316 CRAIG AVE
(ALEXANDRIA
VA
22309
SHARAF, BARRY L
4709 B ST ANDREWS DR
_ _
56 WATERWAY RD
_
ISAUNDERSTOWN
RI
02874
LINTNER, JOHN E
LINTNER, ROBERTA P mm
7925 ELLET RD
PS RINGFIELD
VA
22151
LINTNER, JOHN E
LINTNER, ROBERTA P
7925 ELLET RD
SPRINGFIELD
VA
22151
ICLARKE, ALDEN
KOSTIHA, LOUISA J
1973 ASYLUM AVE
W HARTFORD
CT
I 06117
1423 BAY AVE
THIGGINS, HELEN S
PO BOX 241
BUXTON
NC
( 27920
DUNKLE, J W
LIVINGSTON, JOY LEIGH
958 SO INDIANA AVE
SELLERSBURG
IN
47172
BUXTON BEACH ASSOCIATES, LLC
25 BRIGGS DR
MANAKIN SABOT
VA
I 23103
CPE PARTNERS, LLC
PO BOX 90
KILL DEVIL HILLS
NC
27948
CPE PARTNERS, LLC
_
PO BOX 90
KILL DEVIL HILLS
NC
27948
CPE PARTNERS, LLC
PO BOX 90
KILL DEVIL HILLS
NC
27948
CLARKE, BENJAMIN
CLARKE, DAVID MCALLISTER
51 HERSHEY RD
WAYNE
NJ
07470
TRICKS- SAMPLE, JACQUELINE P TTEE
PO BOX 1367
KILL DEVIL HILLS
NC
27948
SUB - SURFACE CONSULTING, INC
PO BOX 1425
BUXTON
NC
27920
[EARLY, RICHARD S
3288 PAGE AVE UNIT
VIRGINIA BEACH
VA
23451
BOOGIE FISH PROPERTY, LLC
HILL
LOUDONVILLE
NY
12211
S UTHSTNUT
HARPER, JUANITA GRAY 5502 GARDNER PL
RIEDER, EDMUND G X TRUSTEE OF THE
EDMUND G X RIEDER REVOCABLE
13700 COUNTY ROAD 9
EYOTA
LIVING TRUST
55934
RIEDER, EDMUND G X TTEE OF THE
FAMILY TRUST UNDER MARY E RIEDER
13700 COUNTY ROAD 9
EXEMPT_ _ _
TRUST
_
FINCH, OLIN E
FINCH, GEORGIA
116 SANDY RIDGE RD
EVANS, DONALD C TRUSTEE OF
EVANS PERSONAL RESIDENCE TRUST
572 WEST MAIN ST
THE
IA
52722
HOAGLAND, RICHARD H JR
HOAGLAND, CAROLYN M
12704 BAY HILL DR
VAN SEVEREN, MARY
19272 252ND AVE
LIGHTHOUSE VIEW MOTEL INC
CIO JOHN HOOPER
PO BOX 39
BUNN, FREDERICK M
ROBERSON, CHRISTIE S
4709 B ST ANDREWS DR
ISPOSATO, WILLIAM T
226 KINGSBROOKE DR
MORGAN, JOHN WAYNE
MORGAN, CYNTHIA LOUISE
36405 RYCEVILLE RD
MORGAN, JOHN WAYNE
MORGAN, CYNTHIA LOUISE
36405 RYCEVILLE RD
VIEW MOTEL INC
CIO JOHN HOOPER
PO BOX 39
((LIGHTHOUSE
JOHN ROBERT
HOOPER, EDGAR POWERS
HOOPER, KATHERINE
�HOOPER,
ANN
KOSTIHA, LOUISA J
1423 BAY AVE
TWEER, THOMAS G
TWEER, ROBERT L
1423 BAY AVE
HOOPER HOLDINGS, LLC
PO BOX 39
PHILLIPS, JAMES A JR TRUSTEE
PHILLIPS, MILDRED B TRUSTEE
1919 MT HOREB RD
LIVINGSTON, RICHARD W
LIVINGSTON, JOY LEIGH
43 W PINE ST
DILLON, CAROL W BOX 428
SPRINGFIELD
VA
22151
EYOTA
MN
55934
EYOTA
MN
55934
KITTY HAWK
NC
27949
CARTERSVILLE
GA
30120
(CHESTER
VA
23831
BETTENDORF
IA
52722
BUXTON
NC
27920
WILSON
NC
1 27896
GREENSBURG
PA
( 15601 I
MECHANICSVILLE
MD
20659 T
MECHANICSVILLE
MD
20659
BUXTON
NC
27920
P 0 BOX 39 BUXTON
NC
27920
TOMS RIVER
NJ
08753
TOMS RIVER
NJ
08753
BUXTON
NC
27920
STREET
MD
21154
WILLIAMSTOWN
NJ
08094
1
BUXTON
NC
27920
CAPE HATTERAS COURT INC P 0 BOX 339 BUXTON NC 1 27920
iz
r
I
1

OCEAN 'HAZARD, AEC- NOTICE
Project -is hi,aw, - ,0cean:,6odible Area ,' High. Hazard Flood .Area Inlet Hazard.Area't
Property Owner: c . C�J"' " �,
Property Address: /!®�� /� /�'l
Date Lot Was Platted:
This notice is intended to make you ;'the applicant, aware of the SPECIAL .NOTE: This hazard notice_ is" required for .
special risks and conditions associated with development m this; development in areas subject to sudden and massive storms and'_
area, which is'subject to ,natural hazards•siich as:sto`rms, erosion 'erosion: Permits - issued for-development >'ihAis area'expn'e;on
and currents The "rule's of ;the Coastd yResources" Commission' - December 31 of ,the, third year,= followiiig,the year`in which' *tlie',
require that- you receive an AEC Hazard Notice and, permit was issued. Shortly before work- -begins'on the project.
F_
acknowledge that `notice m writing before "a- permit ,for site, the Local` _ermrt Officer must be,contacted to determine the
development can be issued. ' 'vegetation line -and setback distance•at your site. If'the property, , '
has seen little'change since the -time of permit �issuance,.and'the,
The Commission's ,rules on building standards,_ oceanfront,,, proposed development cari still: meet - '.the' setback requirement, i
setbacks and, dune alterations are designed to minimize, but not the LPO will'•inform you that you may -begin work •Substantial
eliminate, property loss from hazards.'- By granting permrts, the.,:'„ •',`progress on the; project must. be made within 60,;days of,this' 1
Coastal Resources Coinniission does not'guarahtee; the safety of:, setback de'tennination,.or,.the setback�inust be remeasured'Also "
the development and. assumes no liability 'for` future damage`yto the 'occurrence�;of a- mayor- slioreline "'c)iange.as'the.`result- of�;a°
the development Per►nits issued m the Ocean Hazard Area of 'storm witliln the 60 -day period ,willjiecessitate" remeasurement_" q
Environmental-'Concern include the condition that structures be' of the setback. 'It is important ''that you. check with •thenL'`PO `
relocated or dismantled if they - become imminently threatened- 'before the permit expires for official - approval .to continue.'th6`
by changes in shore'lme configuration: The structure(s) must,be work after the permit has ,expired. Generally; if foundation = s
F,
relocated or- dismantled within two (2) years. of; becoming ` , 'pilings have—been'—placed, and substantial progress is continuing;
imminently °threatened, and in any ,case upon its '`collapse or = _'permit renewal' can be; 'authorized:, It•�is unlawful .;to 'continue ,
subsidence: :.z> ' ' = `` ,sK work after'permrt ,expiration.
The bestavaila 1 ;• ,�,. -, ,., ,• ,., � ,,,<: ,
b einformatioh as accepted by•t}ie Coastal ` � ' " ' �k.�;`
FOr more i fOr;natiofi�;, onlal t:. , ..�.ta�,
Resources: Commission,•, indicates. that the: annual Tong = 'term _ : _ �.'i ``' ; _' •' %�`� ,� ti'` :` :_"''J,'
average ocean ergs on rate`for. the are'a`,w
here your,, property:
located is S- 6•5feet per year: ��� ✓ !'�!;S
r Local Permit, Officer
The rate ,Was %established, . by -careful, , analysis' of ' aerial.
photographs of the coastline taken over-the , 5 0 "years.',
.4 •�; Kt. ,dYA ,J,'.d Try i r.E' .U. y 'af. '�'�� -( _ i ��� ..�6. 1y ��_�' rV'�,� :�F9�+.� -�
` Stu ies `also„ indicate'�that - h "'� `',`,,,� ri ~.•m . -�' , ,,, ` , ,�"�. � •fi a ,'_.. ,.rr�.� , . •r,
t e- snoieline° :_could mo"ve', as,much "'as ;Address'
eet,landward in a major stortA.
The flood wa "ters in a major siorm are predicted `to be about - 1`r7P����
fee t dee p -m this area: Locality,- �a
-Preferred oceanfront.protection"nieas'ures are beach inoufishment -
arid 'relocation':o_f thr "eatened- structures;.'Haid-,erosion control ��� " ®- ®�'� ®' ` - °." •- , `
bu eads 'seawalls' reVe�tm rf' ''- ' +
strueturesaucfias lkh i ents,' toms ettleS ,. Phon :° '' N *," ' {' •'
g J e.IVumber=„
and - breakwaters'' are prohibited "r,Te`mporary" "sand•' bags',may,,,fie ,'; x`^ ;'r' ?, `' v' f•:, 'h,<<' ;.�s, '
a6thorized-under certain c_ondition's.
, _ .y,.- '4,�`` {y..,i• I _• bib- •.�;` "��• -+.. •„-`� Y` n"_.- �,q�F: _ '�
The .applicant must acknowledge this ,information =and - '��
requiiements�by.sigmng this notice 'in =the space�below..Wrthout'�" �`
the ro er ature „th not be coin lete. �;
p e application swill p
2015J
,2. _ ;,; ,• - rte` -F. -` _ ��'�•_ 'r
- PropertyOwnerSignature`
y - _ _ Si •n. AST _�.' • .. - - - r �. - - ' e r - ai .
,•i,. �1,. '{ _'� - h.. 5 } 5 `..', ^: .% Jn r' ?P* i a- ,.} ' "sY ' Vi'µ,- ::'"``, 't''^ ”
`r '';1 .}. « . �`�. =- - ar'� + ^ }iY "�1'i 1�' ^. 'x•"i ri F Y,i+.al, ^.,:4,''.;i,,:+:.yi•J"�.

Setting'Back for Safety:
BEFORE YOU .BUILD
A-Guide,to Wise'Development Along the Oceanfront-
-When you build along the oceanfroht, you take. a calculated risk
Natural forces of water and wind collide with tons of force, even
on calm days
'Man -made- structures cannot be=•guaranteed to'survive the force
of w hurricane. -Long -term ero "sion -(or „barer• isla6d migraiion)
may take from two- t o term feet�of ythe beach' each year, and,
sooner'or-later, will threaten oceanfr_ oht structures. These are the
facts of life :for oceanfront property owners -
T.he. Reasons . ? f
: The: beachfront is' an 'ever = changing: landform. ' The beach and,_
-: 'the, dunes are natural "shock ab "sorbers," -taking the-beatmg'of the
Wind, and waves 'and' pr'ofectmg _ the. inland areas. By -
; ,
incorporating building setbaeks ";mto; th'e're ulations"
rp g ' g g ,, you have ,a
'-good chance of•enjoying tlie'fulI life of >the- structure =' At first, it '
seems very inviting; to' build'your`.dreamn house, as close to the
beach +as possible, `but -in five years you -could`fmd the dream has ;
become a nightmare as'high tides- and.storm tides,threaten your ;
investment
The Coastal Resources Commission (CRC) has adopted rules for'
"
`
building along the oceanfront. The-rules are intended to avoid an
The Exception
unreasonable risk to life and property; and to limit public and
The Coastal Resources Commission recognized that these rules,
;private losses from storm and long -term erosion These rules
' , to tially passed m June 19791, might 'proye' a, hardship for some- i
lessen but do not . eliminate. the element of risk in. oceanfront
property owners. Therefore, they established- an exception for '
..,'`.development.
` ..lots that cannot meet'the setback; requirement.. The exception
allows- buildings,iii- front' &the currenf s6tback, if the followih'
As you consider building. along the oceanfront, ,the'CRC wants
3 ' `1 •' ' F' f�
• ' conditions apply,' ,.' ' ;!�, ,.��` *;�° „'S. • ' 't
_ you to understand 'the rules'and'the;risks.`W�th this knowledge,
;` 1.
:• you can make amore iriformed+decision about where and how to
' 1.). the lot must have-been•platted as_,U.Jun& 1, 1.979, and is a
build "mthe,coastalarea
= not capable of%being 'enlarged by combining•with
adjoining land under "the same ownership;
The Rules'., _
2) development must be constructed as =far back 'on ahe
s :When you build along the oceanfront; coastal management rules''..
property as possible and in.no case 'le ss thdn,60 feet
4 ` require, that- the structure be sited' to fit safely into the beach
landward of the_vegetation line ;', ` -
environment.
3) no development can.take place on the frontal dune,,' .;
`
4) special 'construction 'standards on piling depth- and
e2 Structures along the oceanfront, -less'than 5,000 square "feet in
" ", square footage must be'met;;and `', 1
size, must "be behind the frontal'dune,,landward 'of the,cresf of
;. 5) tall other "CAMk katCand,,local regulations- must'.be'' -
',,'th , primary, dune, and, set back •from the, fiirst•']me •of stable
" • met:
natural, vegetation a distance equal Jo 30 the -'annual
s " ' erosion rate-(a, minimum of 60`feet)''The setback calculation>
" ° 4 'Thekexception is not�'availa'tile`,in`the.Irilet Hazard''Area.`' s
_ increases as'•the'•size: of s'tructur'e`- increases, �[15A'.NCAC
- ", . = ` �� ''o ' �''ti_• _ , - '
' ­';
--7H 0306(x)(2)]. � For.'example: ;A ,'str-ueturem-between_,i,5,000` and.'
= To- determine eli ibili ,for'the exception th6-Local"P.ermrt1 " - ,
`the''
-10 00.'square feet wv 611 require a setback fromthefist line of
, Officer will make "these rrieasurements a_n$,obseivations:
stable;; natural vegetation to' a ::distance equal'• to 60 times the
- erosion- -rate ;(a minimum = of-,120 feet).- The graduated
_ `'required setback from vegetattonIme ' {
.',annual
setback 'continues to' mcrease_tkrough structure sizes greater,than
1.00,000 square'feet ; " "
exception setback (maximum `feasible)
rear property line setback -
, - - •
ax. allowable square footage onIowest
PRE•PERMIT STRUCTURE; INAOEQUATE SETBACK_ •"
;. P-ERMITTEQ`
STRUCTURE; _
PRE
-STARM BEACH PROFILE
40EQUATE
POSTS70RA1 BEACH PROFILE -
' SETBACK
; .. •
.ONE 1'EA'R AFTER STORM/BEACH REEiUlLOING r
,tom
,After the storm, the house on'tlie'dune will,b'e gone.''Tlieother`househas
a "much'lietter.chance'of survival. -''

I
i
J� DgM rP-1
wFuenioNur
mor neveiopment Pam
(last revised 12127106)
11. Primary Applicant/ Landowner Information
Business Name
Dare County
Applicant 1. First Name MI
Robert L
Applicant 2: First Name MI
c '
I
OCT 1- 20?5
North Carolina DIVISION OF COASTAL MANAGEMENT
Project Name (if applicable)
Beach Restoration to Protect NC Highway 12 at Buxton
Last Name
Outten, County Manager
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
954 Marshall Collins Drive
1000
I
Manteo
NC
ZIP Country
Phone No
FAX No
27954 Dare County
252 -475 - 5811 ext
252 -473 - 1817
Street Address (d different from above)
City
State
ZIP
954 Marshall Collins Drive
Manteo
I
NC
I
27954-
Email
outten @darenc.com
2. Agent/Contractor Information- ,
Business Name
Coastal Science & Engineering
Agent/ Contractor 1 First Name
MI
Last Name
Timothy
W
Kana
Agent/ Contractor 2 First Name
MI
Last Name
Haiqing
Liu
Kaczkowski
Mailing ddress
9
PO Box
City
tY
State
8056
Columbia
SC
ZIP
Phone No 1
Phone No 2
29202 8056
803 - 799 - 8949
ext
803 - 361 - 3583
ext
FAX No
Contractor #
803 799 9481
N/A
Street Address (d different from above)
City
State
I 129209-
ZIP
160 Gills Creek Parkway
Columbia
SC
Email
[e-mail]
<Form continues on back>
252 - 808 -2808 :- ., www.nccoastaimanagement.net

Form DCM MP -1 (Page 2 of 4)
3. Project Location
County (can be multiple)
Dare County
Subdivision Name
N/A
Phone No.
252 - 475 - 5700 ext
Street Address
N/A
a In which NC river basin is the project located?
Pasquotank
City
Buxton
c Is the water body identified in (b) above, natural or manmade?
®Natural ❑Manmade ❑Unknown
e Is proposed work within city limits or planning jurisdiction?
®Yes []No
4. Site Description
a Total length of shoreline on the tract (ft.)
15,500 Linear Feet
c. Size of individual lot(s)
N /A,
(If many lot sizes, please attach additional page with a list)
e. Vegetation on tract
Dune vegetation
f Man -made features and uses now on tract
Groins, timber dune walkovers, and sand bags
APPLICATION for
Major Development Permit
State Rd #
NC 12
State Zip
NC 27920-
Lot No (s) (if many, attach additional page with list)
N /A, , I ,
b Name of body of water nearest to proposed project
Atlantic Ocean
d Name the closest major water body to the proposed project site
Atlantic Ocean
f. If applicable, list the planning jurisdiction or city limit the proposed
work falls within.
Buxton and Cape Hatteras National Seashore
b. Size of entire tract (sq ft )
54,746,642
d Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
0 -25 ft (Dune height) ®NHW or ❑NWL
g. Identify and describe the existing land uses adjacent to the proposed project site
Developed (commercial and residential) and Conservation
h How does local government zone the tract? i Is the proposed project consistent with the applicable zoning?
N/A (Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k Has a professional archaeological assessment been done for the tract? If yes, attach a copy ®Yes ❑No ❑NA
If yes, by whom? Tidewater Atlantic Research
I Is the proposed project located in a National Registered Historic District or does it involve a ®Yes ❑No ❑NA
National Register listed or eligible property
<Form continues on next page>
252 - 808 -2808 .. 1- 888- 4RCOAST .. www.necoastaimanagement.net
kl

r~ �
Form DCM MP -1 (Page 3 of 4)
m (i) Are there wetlands on the site?
(u) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)
n Describe existing wastewater treatment facilities.
Individual septic and municipal wasterwater systems
o Describe existing drinking water supply source
Potable water supply for Buxton provided by municipal and private wells
APPLICATION for
Major Development Permit
❑Yes ®No
❑Yes ®No
[]Yes [-]No
p Describe existing storm water management or treatment systems.
Detention wetlands, pocket wetlands, grass swales, detention ponds, sand filters, and infiltration ponds.
5. Activities and Impacts
a. Will the protect be for commercial, public, or private use? ❑Commercial ®Public/Govemment
❑Pnvate /Community
b Give a brief description of purpose, use, and daily operations of the project when complete
See attached under Project Description.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored
Sand placement and grading equipment including bulldozers, front end loaders on the beach, and ocean - certified dredge,
barges and tug boats in the ocean. Additional vehicles for beach crew's transportation will be parked at designated areas.
The exact number and types of equipment will be determined by the contractor.
d List all development activities you propose
Typical beach nourishment, ie - excavation offshore and sand filling on the beach by dredge and pipelines.
e Are the proposed activities maintenance of an existing project, new work, or both? New
f. What is the approximate total disturbed land area resulting from the proposed project? 84 ❑Sq Ft or ®Acres
g Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h Describe location and type of existing and proposed discharges to waters of the state.
Dredge slurry discharge of approximately 70% of water and 30% of sand.
i Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j Is there any mitigation proposed? []Yes ®No ❑NA
If yes, attach a mitigation proposal
<Form continues on back>
252 - 808 -2808 .. 1- 888- 4RCOAST .. www.nccoastaimanagement.net

Form DCM MP -1 (Page 4 of 4)
'6. Addidonal Wormation
1-
APPLICATION for
Major Development Permit
hi addition to this completed application form,, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete Items (a) — (f) are always applicable'to any major development application. Please consult the application
instruction booklet on how to property 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 completes If previously authorized work, clearly indicate on maps; plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site
d A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e The appropriate application fee Check or money order made payable to DENR
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof ,that such
owners have received a copy of the application and plats by certified mad 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 See Attached List of Property Owners Phone No.
Address
Name Phone No.
Address
Name Phone No
Address
g A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates
None
h Signed'consultant or agent authorizatiori form, if applicable.
i Wetland delineation, if necessary
j A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner)
k A,staterrent of compliance with the N C. Environmental Policy Act (N.C.G S. 113A 1 =10), if necessary If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act
7. Certfcation and Permission to Enter- on Land
I understand that-any permit issued in response to this application will -allow only the development descnbed,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 pn the aforementioned lands iri connection with evaluating information related ;to this permit application and follow -up
monitoring of the project.
I further derti at the inform provided in, this application i , hfuI to the best of my.kcowledge. -_`ti
Date 1 I Print Name Ro ert L At n
Signature ) i
OCT 1— 2015
Please indicate application attachments pertaining to your proposed project. _
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culveits;;r•, <<,
L - -�
c��`�'..��i �,
[]DCM MP -3 Upland Development �— __ r>
[]DCM MP-4 Structures Information
252 - 808 -2808 .. 1- 3813-41RCOAS? wvt% w.nr_cu:�stalma�iagernent.e;c�x

Form DCM MP -2
EXCAVATION and FILL
i 2015
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Mayor 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.
Access
Other
Channel Canal Boat Basin Boat Ramp Rock Groin
(NLW or
Rock (excluding
Breakwater shoreline
NWL)
stabilization)
Length
Fill 15,5000 ft
Excavation 8,000 f
911 581 ft (236 above
Width
VIHW, 345 below N HW
xcavation 1,750 ft
Avg. Existing
NA Fill 8 ft below NAV: )
',� Excavation 35 ft
Depth
Below NAVE)
Final Project - S
NA
0 2 ft below NArJD
NA'v `
Depth
Excavation 42 ft
���°
below NAVD
1. - EXCAVATION ­­0 This,sedtidmh6t applicable,
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated.
cubic yards Medium sand, see Narrative
2 6 million cubic yards below NHW
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:
N/A
2. DISPOSAL OF EXCAVATED MATERIAL
a Location of disposal area.
Ocean shoreline of Buxton and Cape Hatteras National
Seashore
c (i) Do you claim title to disposal area?
❑Yes ❑No ®NA
(ii) If no, attach a letter granting permission from the owner.
d. High- ground excavation in cubic yards
None
El This' "section not applicable
b Dimensions of disposal area.
15,500 ft long and averaged 581 ft wide. 236 ft above
MHW, and 345 ft below MHW
d. (Q Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(u) If yes, where?
Ocean shoreline will be utilized for future necessary
maintenance.
e. (i) Does the disposal area include any coastal wetlands /marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ®Yes ❑No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected (ii) If yes, how much water area is affected
❑CW ❑SAV ❑SB 123 acres
OWL ®None
(u) Describe the purpose of disposal in these areas
252 - 800 -2000 ;o ;o T evuzed. I V26/66

r,rr "n,I T if %'1`3 .,. (E:'r.'n1? °oo ,-I,I 7J 11 , ;a:Iij'.. 2
3. SHORELINE STABILIZATION
(If development is a wood groin, use MP -4 - Structures)
a Type of shoreline stabilization'
❑Bulkhead ❑ Riprap ❑Breakwater/S111 ®Other Beach
Nourishment
c Average distance waterward of NHW or NWL. 450 ft of MHW
VUA
s NoT-u-: 3"' nEK ExcnvATio?4 ,'t r u, TAB E
e. Type of stabilization material*
Medium sand
g Number of square feet of fill to be placed below water level
Bulkhead backfdl N/A Riprap N/A
Breakwater /Sill N/A Other 5.358.000 saure feet (123 acres)
I Source of fill material
Offshore borrow area. See Narative
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)--- i- - -` - -- -
a (I) Will fill material be brought to the site? ®Yes ❑No DNA
If yes,
(ii) Amount of material to be placed In the water 1.550.000 cv
(Iii) Dimensions of fill area 207 acres
(iv) Purpose of fill
Beach restoration
15. GENERAL
a How will excavated or fill material be kept on site and erosion
controlled?
Sand dikes
c (i) Will navigational aids be required as a result of the protect?
❑Yes ®No DNA
(h) If yes, explain what type and how they will be implemented
09/21/2015
[I This section not applicable 1
b Length 15,500 ft
Width, 847 ft (averaged 581 ft)
MAX .
d Maximum distance waterward of NHW or NWL: 750 ft of MHW
f. (I) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No DNA
(u) If yes, state amount of erosion and source of erosion amount
information.
—10 cy/ft/yr (overall beach). See Narrative
h. Type of fill material
Medium sand with trace fines; —2 5% gravel and —15 2% shell
material See Narrative.
❑This-section not applicable
b (I) WIII fill material be placed In 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
(h) Describe the purpose of the fill in these areas:
N/A
b. What type of construction equipment will be used (e g , dragline,
backhoe, or hydraulic dredge)?
Hydraulic and /or hopper dredge, bulldozers, and front end loaders
d (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No DNA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts
Date Robe utten
Beach Restoration to Protect NC Highway 12 at Buxton App
Project Name
Applicant Signature
252 - 303 -28t0, 3 : . =,v'.,'o ear.coa- ;i3Ert 3r�a j ^r3ic ni.tle't )vlsed

MAJOR PERMIT FEE MATRIX
Applicant: Dare Countv; Buxton Beach Restoration
LL I I I.. J LIM d.Wll LiJLtlYI1.9- aL.1110 .L..i_-- dil IIdIJ IM 2.1 I.:. 1., J- I.[IIIIYIL. U
I ...11llllllWl. MlL1 II: I.. Jill L YI I ..I l 1@IJurA 11JJ4.W.-
1JdJJ. fl All IIIJ.. iLILIN J.411... 1 LI J
Selection
a Development Type
Fee
DCM %
DWQ %
Quality Certification No
$400
60%($240)
(14300 1601 435100093 1625 6253) -
(24300 1602 435100095 2341)
idL.ulI. UlLdllliillllLJ
r�l ".tW4al dJIJILL .43ilcYILII.IRIIIILL.III,II JL�I. ¢.I l.II k. Jilll llluliL'i
1.- IS'.J:.11.111Yi 18k tad�.4l lll'ILIi.IJld.d!lIL Jill IYI- JOI141I4: Jiu> IlIIII Ill. .al_ 11IJYLdu111311%l.lH, hill. hill Clmd.l ...l uAl ILLUa0.,u.
_
= I Private, non - commercial
development that does not
$250
100%($250)
0%($0)
" involve the filling or
determined that additional
A
-
excavation of any wetlands
' review and written DWQ
or open water areas
-
II Public or commercial
-
-
e development that does not
$400 =,
100%($400)
0%($0) -1
involve the filling or
excavation of any wetlands
=
-
or open water areas
3
= aquatic life
-
a
Major Modification to a
CAMA Mayor permit_
III For development that
involves the filling and /or
excavation of up to 1 acre
- of wetlands and /or open
water areas, determine if A,
y B, C, or D below applies
Water Quality Certification
No 3490 (See attached)
can be applied
-_
' Ily') II %ji lal VVC7LG1
= A
-
Quality Certification No
$400
60%($240)
40%($160)
'
- 3490 (see attached) could
be applied, but DCM staff
_
determined that additional
A
' review and written DWQ
-
-
concurrence is needed
because of concerns
related to water quality or
3
= aquatic life
-
a
'..�rmx;.rn�.cw�.ra
-
=
:... _.. -
-
�� Il ulllli l..� Ylill ll&Ci!. �.II WeLY111aidiL iSJL ILSIMI- .Lk.114.+
III(D) If General Water
.•'
,.e • -.
M
••• -••^ "� ._ ..+�s�
Quality Certification No
= $400 =
60%($240)
-
40%($160)
3490 (see attached) cannot
-
- be applied
_
_. �1'..�zi Ell Will
JIB. ¢" 11,011:L lN'd Ili'l 'L.JYI.ICJJ.II'
11111. I J :il.d.d
IV For development that
-
__
®
involves the filling and /or
" $475
60%($285)
40%($190)
excavation of more than
_
one acre of wetlands and /or
I
-
'll..Ii.LAU111'1,Ill 3.:...
open water areas
1. 4ai8. lil.: I. lil! II:I.,...l.U.IJll1.a1.1...4l..J lALIL'-L- I...III1,41.LI
All 110 JNIM, i��I1JWIWl Ill i4ahldlil8l ®..,
�L .41111d
-
LULL. Ill lJ..l!LI.JIIJi I. J.. JR Jl a.- �+., iil .IlLL.LIiI'llh.11ll
1..I3111AAAL 1 AiJA 439YYI I&

-r
> 1
AlbermarIe Sound
�%� Nags Head i MIT 1 2015
0
7-M
0
m
m
N
0
C'
Stumpy Point
e Oregon Irrlet —
9 �•
0 1
Pea Island' .
National
Wildlife Refuge
Rodanthe
6
I 12
Cape Hatteras
National Seashore
Avon
Pamlico Sound
Ocracoke Island
* ,o
Cape Lookout
National Seashore Ocracoke Inlet
o
Project site directions, from Nags Head, NC:
Follow NC -12 S /Cape Hatteras National Park Hwy South.
Continue to follow NC -12 S for 44.3 miles to Haulover public beach access parking area
North project limit is on beach side of NC -12 (National Park Service Beach) and extends
15,500 feet South toward Buxton, NC. South project limit is in the vicinity of the old Cape
Hatteras Lighthouse location.
Buxton
Hatteras
Hatteras Inlet
PROJECT SITE
N 350 16'36"
W 750 31'00"
O
Dare County, North Carolina ,
P a m l i c o S o u n d
0 0 4 00
� 0 @ W7LR
LOAT D
2 0 2015
DENR - WATER RESOURCE
401 8 BUFFER pERM1T.RrCE S
Site
Cape Hatteras \
National Seashore )
2
Proposed
Fill Area
Buxto
..V _ y,
• Cape Hatteras
Lighthouse
Proposed
- Borrow
rArea Site
Hatteras Bight
Cape Point
Atlantic
Ocean
A t l a n
t i c O c e a n
0 8
Do
Scale (miles)
J.
+
CSE
co
Project:
DRAWING TITLE:
Coostal Science
b Engineering
Dare County
Beach Restoration To Protect
Project Location
PO BOX 8058
954 Marshall Collins Dr.
NC Highway 12 At Buxton
& Vicinity M
Y a p
COLUMBIA SC 29202
Manteo, NC 27954
Dare Count NC
Y'
PHONE 803 - 799-8949
wrw.toasfefwgr".WM
' Lake
® Mattamuskeet
/
� o
0
7-M
0
m
m
N
0
C'
Stumpy Point
e Oregon Irrlet —
9 �•
0 1
Pea Island' .
National
Wildlife Refuge
Rodanthe
6
I 12
Cape Hatteras
National Seashore
Avon
Pamlico Sound
Ocracoke Island
* ,o
Cape Lookout
National Seashore Ocracoke Inlet
o
Project site directions, from Nags Head, NC:
Follow NC -12 S /Cape Hatteras National Park Hwy South.
Continue to follow NC -12 S for 44.3 miles to Haulover public beach access parking area
North project limit is on beach side of NC -12 (National Park Service Beach) and extends
15,500 feet South toward Buxton, NC. South project limit is in the vicinity of the old Cape
Hatteras Lighthouse location.
Buxton
Hatteras
Hatteras Inlet
PROJECT SITE
N 350 16'36"
W 750 31'00"
O
Dare County, North Carolina ,
P a m l i c o S o u n d
0 0 4 00
� 0 @ W7LR
LOAT D
2 0 2015
DENR - WATER RESOURCE
401 8 BUFFER pERM1T.RrCE S
Site
Cape Hatteras \
National Seashore )
2
Proposed
Fill Area
Buxto
..V _ y,
• Cape Hatteras
Lighthouse
Proposed
- Borrow
rArea Site
Hatteras Bight
Cape Point
0 2
Scale (miles)
SCALE: ASSHOWN
DATE:
14 July 2015
DRAWN
j SEAL ? BY: JJH O 1
37287
z'• ^(�I'kr APPROVED BY
%,'
~apc„CIU KP�`A PROJECT #_ 2403
Atlantic
Ocean
A t l a n
t i c O c e a n
0 8
Scale (miles)
CSE
Applicant:
Project:
DRAWING TITLE:
Coostal Science
b Engineering
Dare County
Beach Restoration To Protect
Project Location
PO BOX 8058
954 Marshall Collins Dr.
NC Highway 12 At Buxton
& Vicinity M
Y a p
COLUMBIA SC 29202
Manteo, NC 27954
Dare Count NC
Y'
PHONE 803 - 799-8949
wrw.toasfefwgr".WM
0 2
Scale (miles)
SCALE: ASSHOWN
DATE:
14 July 2015
DRAWN
j SEAL ? BY: JJH O 1
37287
z'• ^(�I'kr APPROVED BY
%,'
~apc„CIU KP�`A PROJECT #_ 2403

I
I
BS00'�
I
I
I
o '0
v
"8
Z LtJ
s
00
CT
�1
7I
WE
m
I
I o C�
Survey Datum: MHW ( +1.05 ft NAVD) �SE
Horizontal: SPCS NAD'83 (Feet) NC Zone 3200 MLW ( -1.94 ft NAVD)
Project Baseline after CSE /CZR (2013) Coostol Science & Engineering
Shoreline erosion assessment and plan for beach restoration: Feasibility report to Dare Po Box 9056
County board of commissioners, Coastal Science 6 Engineering, Inc. and CZR Inc. COLUMBIA SC 29202
PHONE 903.799b949
www-cossbisdamcom
I
I
I
I
I
0
0
I
+
I
I
_
rn
I
m
m
I
I
BS00'�
I
I
I
o '0
v
"8
Z LtJ
s
00
CT
�1
7I
WE
m
I
I o C�
Survey Datum: MHW ( +1.05 ft NAVD) �SE
Horizontal: SPCS NAD'83 (Feet) NC Zone 3200 MLW ( -1.94 ft NAVD)
Project Baseline after CSE /CZR (2013) Coostol Science & Engineering
Shoreline erosion assessment and plan for beach restoration: Feasibility report to Dare Po Box 9056
County board of commissioners, Coastal Science 6 Engineering, Inc. and CZR Inc. COLUMBIA SC 29202
PHONE 903.799b949
www-cossbisdamcom
I
I
I
I
I
+-
I
or
I
co CD
o o Z w
co o
Z� P a m i i c o S o a n d
2,600,000 cy
15,500 If
o
co
CO
zw
A t l a n t i c O c e a n
Applicant:
Dare County
954 Marshall Collins Dr.
Manteo, NC 27954
I
I
I_
la
�o
C�
Z iL
I
I
I
I—
I
I
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
O
O
r
v
a
I
CD
CO
Lo
Z Lo
I
0
+ 0 a
N 12 0
! I I I I! I I I I
Cape Hatteras National Seashore
I
- r
co
co
'0 M
zw
I
I I
I I
Project Baseline A -E Coordinate Chart
Description I Northing Easting
A I 588,679.534 3,041,236.832
LEGEND B I 578,776.557 3,039,847.210
Appro)dmate limits ofd placement p sand beach at C 568,839.562 3,038,736.306
Sloping beach fill to existing grade D 566,043.964 3,038,445.962
E 560,711.538 3,036,849.925
I
I I
o �
co c)
Z w 0 2,000
Scale (Feet)
DRAWING TITLE: tA,ES �O +� SCALE: ASSHOWN
ti DATE:
2 QQ 14 Jury 2015
OVERALL PROJECT PLAN 3728 DRAWN BY: JJH OZ
APPROVED BY:
/Q /1,CNG tN EE�p� PROJECT #:
01 KAC1 2403
I
0
LO
N �
_
Zw
m
m
C
3
I
+-
I
or
I
co CD
o o Z w
co o
Z� P a m i i c o S o a n d
2,600,000 cy
15,500 If
o
co
CO
zw
A t l a n t i c O c e a n
Applicant:
Dare County
954 Marshall Collins Dr.
Manteo, NC 27954
I
I
I_
la
�o
C�
Z iL
I
I
I
I—
I
I
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
O
O
r
v
a
I
CD
CO
Lo
Z Lo
I
0
+ 0 a
N 12 0
! I I I I! I I I I
Cape Hatteras National Seashore
I
- r
co
co
'0 M
zw
I
I I
I I
Project Baseline A -E Coordinate Chart
Description I Northing Easting
A I 588,679.534 3,041,236.832
LEGEND B I 578,776.557 3,039,847.210
Appro)dmate limits ofd placement p sand beach at C 568,839.562 3,038,736.306
Sloping beach fill to existing grade D 566,043.964 3,038,445.962
E 560,711.538 3,036,849.925
I
I I
o �
co c)
Z w 0 2,000
Scale (Feet)
DRAWING TITLE: tA,ES �O +� SCALE: ASSHOWN
ti DATE:
2 QQ 14 Jury 2015
OVERALL PROJECT PLAN 3728 DRAWN BY: JJH OZ
APPROVED BY:
/Q /1,CNG tN EE�p� PROJECT #:
01 KAC1 2403

I
I
i
•
0
fV
Reach 1 - Buxton
900,000 Cy
4,500 If
Note
The landward limit of fill is indicated based on approximate location of escarpments in October 2014 The
landward limit of fill will be the +7 ft NAVD contour at the time of construction. lie, seaward of the foredune)
The final configuration and limits of beach construction will be determined based on conditions at the time of
construction and the aggregate total fill volume that can be accomplished within the available budget for the
project. The indicated quantities are maximum amounts to be permitted.
The project will not fill or cover any emergency shore protection structures such as sandbags Buffers (no
work areas) alongshore will be maintained around areas of active bird nesting at the time of construction in
consultation with NPS biologists. To extent practicable, the construction berm will shift seaward of Mean Low
Water at sites of nests then reenter the existing beach outside of the buffer zone.
Survey Datum: MHW ( +1.05 ft NAVD)
Horizontal: SPCS NAD '83 (Feet) NC Zone 3200 ML (-1.94 ft NAVD)
Vertical: NAVD '88 (Feet)
Notes: Data collected by Coastal Science & Engineering, Inc via RTK GPS:
Data collected: October 2014
-South
Underwater I Atlantic Ocean
Pipeline
Cooridor I
Reach 2 - National Park Service
--� 1,700,000 cy
11,000 If
Note:
A minimum of two underwater pipeline corridors will be used for transport of the sand slurry
From those points, land based pipes will run along the constructed berm
The order of beach filling alongshore will be determined in consultation with the National Park
Service (NPS) biologists so as to avoid areas of active nesting by colonial water birds to the
extent practicable
C-SE
Coastal Science & Engineering
Po BOX 8055
COLUMBIA SC 29202
PHONE 803 - 799$949
www.cossmisarnce com
Applicant:
Dare County
954 Marshall Collins Dr.
Manteo, NC 27954
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
-North
Underwater
Pipeline I o
Cooridor
I
I
Ir
LEGEND
Approximate limits of dry sand beach at placement 0 1,000
/ Sloping beach fill to existing grade
Scale (Feet)
DRAWING TITLE o�tN.ESAooy y SCALE: AS SN
DATE: 14 J 2015
a'+ July
SEAL DRAWN BY:
OVERALL PROJECT PLAN 3728 JJH 03
/ ? -P`� APPROVED BY:
tN EE,�`f -� PROJECT #:
1!U KAC 2403

CD C
�.
12 0
co
°+
C"
Plow
0
�• '
Reach 1 - Buxton
900,000 Cy
4,500 If
A t l a n t i c O c e a n
PW
CVW f. O
i
Note
The landward limit of fi ll is indicated based on approximate location of escarpments in October 2014. The
landward limit of fill will be the +7 ft NAVD contour at the time of construction. (ie, seaward of the foredune)
The final configuration and limits of beach construction will be determined based on conditions at the time of
construction and the aggregate total fill volume that can be accomplished within the available budget for the
project. The indicated quantities are maximum amounts to be permitted.
The project will not fill or cover any emergency shore protection structures such as sandbags. Buffers (no
work areas) alongshore will be maintained around areas of active bird nesting at the time of construction in
consultation with NPS biologists. To extent practicable, the construction berm will shift seaward of Mean Low
Water at sites of nests then reenter the existing beach outside of the buffer zone.
Survey Datum: MHW ( +1.05 ft NAVD) ��
Horizontal: SPCS NAD '83 (Feet) NC Zone 3200 MLW (-1.94 ft NAVD)
Vertical: NAVD'88 (Feet)
Notes: Data collected by Coastal Science & Engineering, Inc via RTK GP& CO PO BOX OX S Science b Engineering
8056
Data collected: October 2014 COLUMBIA sc 29202
Aerial Image: World Imagery 2014 PHONE [phone]
mww.coesfelsc#&nce.cofn
Reach 2 - National Park Service
1,700,000 cy
- 11,000 If
Reach 2 - National Park Service
1,700,000 cy
11,000 If
L,
Pamlico Sound
ape Hatteras �
onal Seashore - `'. -
0 0
Q O
�12
O
co
A t l a n t i c O c e a n
LEGEND
— — — - -- MHW ( +1.05 FT NGVD)
— — — — — MLW ( -1.94 FT NGVD)
FIRST LINE OF VEGETATION
BERM FILL -DRY BEACH
FILL SLOPE TO TOE
Haulover
Beach Access
t
O
I
0 500
i
Scale (Feet)
J N C A R O SCALE:
Applicant: Project: DRAWING TITLE. P:• ss.•7 ASSHOWN
O;AFE o
Dare County Beach Restoration To Protect r� DATE. 14 July 2015
EAL
954 Marshall Collins Dr. NC Highway 12 At Buxton PROJECT PLAN f 3728 DRAWN BY JJH 04
Manteo, INC 27954 Dare County, NC 9 { APPROVED BY:
i :;NGN��gr O
• C' CIU KAO�'� PROJECTM 2403
J

Note
The landward limit of fill is indicated based on approximate location of
escarpments in October 2014. The landward limit of fill will be the +7 ft
NAVD contour at the time of construction. (ie, seaward of the foredune)
The final configuration and limits of beach construction will be determined
based on conditions at the time of construction and the aggregate total fill
yypy volume that can be accomplished within the available budget for the
C project. The indicated quantities are maximum amounts to be permitted.
The project will not fill or cover any emergency shore protection
structures such as sandbags. Buffers (no work areas) alongshore will be
maintained around areas of active bird nesting at the time of construction
in consultation with NPS biologists. To extent practicable, the construction
berm will shift seaward of Mean Law Water at sites of nests then reenter
the existing beach outside of the buffer zone.
h i
C ":O
o CID �
0 "s
'Silo m �
N
N
o
Survey Datum: MHW ( +1.05 ft NAVD)
Horizontal: SPCS NAD '83 (Feet) NC Zone 3200 MLW ( -1.94 ft NAVD)
Vertical: NAVD'88 (Feet)
Notes: Data collected by Coastal Science & Engineering, Inc via RTK GPS:
Data collected: October 2014
Aerial Image: World Imagery 2014
1
CD
Buxton n
Reach 1 - Buxton
900,000 Cy
4,500 If
CD
Aw
s
O.
�z
�c
CP —A
IF
f
� - AW
COX Applicant: Project:
Coostol Science & Engineering Dare County Beach Restoration To Protect
cau�805 2s2o2 954 Marshall Collins Dr. NC Highway 12 At Buxton
PHONE
COLUMBIA SC Manteo, NC 27954 Dare County, NC
www. coesfalsdence. wm
A t l a n t i c O c e a n
DRAWING TITLE:
PROJECT PLAN
STA 1925 +50 to STA 1895 +00
9
w
Scale (Feet)
SCALE:
AS SHOWN
DATE:
24 Sept 2015
DRAWN BY:
JJH
o4a
APPROVED BY:
HLK
PROJECT M
2403

r • • 9x ,�
Buxton �r
r
Y
s
PIP
10
o
._
\ \ \Is_, \
Survey Datum: MHW ( +1.051Y NAVD)
Horizontal: SPCS NAD '83 (Feet) NC Zone 3200 MLW (4.94 ft NAVD)
Vertical: NAVD'88 (Feet)
Notes: Data collected by Coastal Science & Engineering, Inc via RTK GPS:
Data collected: October 2014
Aerial Image: World Imagery 2014
9
Reach 1 - Buxton
900,000 Cy
4,500 If
CSE
Coastal Science & Engineering
PO BOX 8956
COLUMBIA SC 29202
PHONE 803 - 799-8949
www coastalsoence. com
Applicant:
Dare County
954 Marshall Collins Dr.
Manteo, NC 27954
Note
LEGEND The landward limit of fill is indicated based on approximate location of
MHW ( +1.05 FT NGVD) escarpments in October 2014. The landward limit of fill will be the +7 ft
NAVD contour at the time of construction. (ie, seaward of the foredune)
— — — — MLW (-1.94 FT NGVD) r
FIRST LINE OF VEGETATION The final configuration and limits of beach construction will be determined
based on conditions at the time of construction and the aggregate total fill
BERM FILL - DRY BEACH volume that can be accomplished within the available budget for the
U project The indicated quantities are maximum amounts to be permitted.
/ I FILL SLOPE TO TOE
The project will not fill or cover any emergency shore protection
° structures such as sandbags. Buffers (no work areas) alongshore will be
maintained around areas of active bird nesting at the time of construction
in consultation with NPS biologists. To extent practicable, the construction yy
berm will shift seaward of Mean Low Water at sites of nests then reenter 1
' the existing beach outside of the buffer zone. �r
"r ..• 12
Cape Hatteras
National Seashore r- _
Reach 2 - National Park Service
1,700,000 cy
11,000 If
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
0 200
Scale (Feet)
,r
A t l a n t i c O c e a n
DRAWING TITLE.'
, oe E's s7o0��
SCALE
AS SHOWN
l�aP\ ij.y"
DATE:
PROJECT PLAN
24 Sept 2015
DRAWN BY O4b
JJH
STA 1895 +00 to STA 1864 +00
37281 =
"__ s : s�p1 :'��
APPROVED BY:
HLK
K AG���r
a nnn•"
PROJECT #:
2403

P a m l i c o S o u n d
LEGEND
— — — MHW ( +1.05 FT NGVD)
— — — — -- MLW ( -1.94 FT NGVD)
FIRST LINE OF VEGETATION
\ \ \ \ \ BERM FILL - DRY BEACH
FILL SLOPE TO TOE
Not
1 The landward limit of fill is indicated based on approximate location of
escarpments in October 2014. The landward limit of fill will be the +7 ft
NAVD contour at the time of construction (ie, seaward of the foredune)
The final configuration and limits of beach construction will be determined
based on conditions at the time of construction and the aggregate total fill
volume that can be accomplished within the available budget for the
project. The indicated quantities are maximum amounts to be permitted.
The project will not fill or cover any emergency shore protection
structures such as sandbags Buffers (no work areas) alongshore will be
maintained around areas of active bird nesting at the time of construction
in consultation with NPS biologists. To extent practicable, the construction
berm will Mean Low Water sites of nests then reenter
EY
the existing 'beach outside of the buffer zone
f , _
1 / 1 -�I ; ` Will% ill
o Cape Hatterft c _ o
CD
+ National Seashore _,.....
CID
0 200
1
Reach 2 - National Park Service Scale (Feet)
1,700,000 cy ;
- 11,000 if Atlantic Ocean
Survey Datum: MHW( +1.05ftNAVD) CCc Applicant: Project.- DRAWING TITLE: �NN`tN cA&Owa SCALE: ASSHOWN
Horizontal: SPCS NAD '83 (Feet) NC Zone 3200 MLW ( -1.94 ft NAVD) GSE PP 1 r' ° ?'oF E 5 S r °ti' iy�'% DATE:
Sep
1 2015
Vertical: NAVD'88 (Feet) Dare County Beach Restoration To Protect i �` � p
Notes: Data collected by Coastal Science & Engineering, Inc via RTK GPS: COOSt01 Science & Engineering PROJECT PLAN _ s O4C
Po BOX 8056 954 Marshall Collins Dr. NC Highway 12 At Buxton U � t3na1 DRA`wNBY: JJH
Data collected: October 2014 COLUMBIA SC 29202 STA 1862 +00 to STA 1832 +00 = s SrP{, ?!!�j' APPROVED BY
Aerial Image: World Imagery 2014 PHONE 803 - 7998949 Manteo, NC 27954 Dare County, NC �'.�Q �NCINEE.' °�;.•° "LK
w+�w.coestalscOrce.cam y G -L'�N. PROJECT #
4�y, (1 i n1WCpN� 2403

P a m l i c o S o u n d
p - - i.. �s a :.�i �y. '`rI6.1' ,"`i' <..�„_.".•"""' • -..,.r .y �. r 12
Go
rVe
CD
ao Cape Hatteras °
National Seashore
1 I
I
LEGEND
MHW ( +1.05 FT NGVD)
— — — — — MLW ( -1.94 FT NGVD)
} FIRST LINE OF VEGETATION
\� BERM FILL -DRY BEACH
FILL SLOPE TO TOE
Note
The landward limit of fill is indicated based on approximate location of escarpments in October 2014. The landward limit of fill will be the +7 It NAVD _
contour at the time of constriction. (ie, seaward of the foredune) - -- - _- The final configuration and limits of beach construction will be determined based on conditions at the time of construction and the aggregate total fill
volume that can be accomplished within the available budget for the project The indicated quantities are maximum amounts to be permitted
0 210
The project will not fill or cover any emergency shore protection strictures such as sandbags. Buffers (no work areas) alongshore will be maintained
around areas of active bird nesting at the time of construction in consultation with NIPS biologists To extent practicable, the construction berm will
shift seaward of Mean Low Water at sites of nests then reenter the existing beach outside of the buffer zone. Reach 2 - National Park Service Scale (Feet)
.( 1,700,000 cy ;
— 11,000 If Atlantic Ocean
Survey atum: MHW +1.05ftNAVD ��N cqR SCALE
y ( � Applicant: Project: DRAWING TITLE: � � °� AS SHOWN
®C PP 1 e E s s,
Horizontal: SPCS NAD '83 (Feet) NC Zone 3200 MLW ( -1.94 ft NA VD) SE o° °M'• ti DATE
NAVD'88 (Feet) Dare County Beach Restoration To Protect �?aP "+ 9. 24 Sept 2015
E 1 ` ' ` z��
Notes: Data collected by Coastal Science &Engineering, Inc via RTK GPS: Coostol Science & Engineering PROJECT PLAN DRAWN BY:
Po BOX 8056 954 Marshall Collins Dr. NC Highway 12 At Buxton =_ ; r37281 _ JJH 04d
Data collected: October 2014 COLUMBIA Sc 29202 STA 1832 +00 to STA 1800 +00 s'..1 Cc�{ �c!�f �, APPROVED BY
PHONE [phone] Manteo, NC 27954 Dare County, = �� F y..- HLK
Aerial Image: World Imagery 2014 ' �gQ /y :NGINEE�' °3'
www. coastaisaence.com �iyG -gi�, PROJECT k:
sae it uu AN`` 2403

LEGEND
- - - - - MHW ( +1.05 FT NGVD) -'
- — — — - MLW ( -1.94 FT NGVD)
FIRST LINE OF VEGETATION
\ BERM FILL - DRY BEACH •, '
op
FILL SLOPE TO TOE " , . M •!• a `
-
.-w >. 4 Cape Hatteras "'
t .
National Seashore
Ni-s
-
5
m
„�'Y �iT � +-ice i- • lM.'�+ _
i.
l'a �Y� 4
40P J"
CD
�-lel..) • i I i il..
I
Note
The landward limit of fill is indicated based on approximate location of escarpments in October 2014. The landward limit of fill will be the +7 It NAVD
contour at the time of construction. (ie, seaward of the foreduhe)
The final configuration and limits of beach construction will be determined based on conditions at the time of construction and the aggregate total fill
volume that can be accomplished within the available budget for the project. The indicated quantities are maximum amounts to be permitted.
The project will not fill or cover any emergency shore protection structures such as sandbags. Buffers (no work areas) alongshore will be maintained
around areas of active bird nesting at the time of construction in consultation with NIPS biologists. To extent practicable, the construction berm will
shift seaward of Mean Low Water at sites of nests then reenter the existing beach outside of the buffer zone.
f
10�
12
JW
O
A t l a n t i c O c e a n
0 200
Rea -.h 2 - National Park Service Scale (Feet)
1,700,000 cy
11,000 If
Survey Datum: MHW ( +1.05 ft NAVD) �� Applicant: Project. DRAWING TITLE:
Horizontal: SPCS NAD '83 (Feet) NC Zone 3200 MLW ( -1.94 ft NAVD)
Vertical: NAVD'88 (Feet) Dare County Beach Restoration To Protect
Notes: Data collected by Coastal Science & Engineering, Inc via RTK GPS: Coastal PO BOX 80 BOX 80 Science & Engineering PROJECT PLAN
56 954 Marshall Collins Dr. NC Highway 12 At Buxton
Data collected: October 2014 COLUMBIA SC 29202 Manteo, NC 27954 Dare County, NC STA 1800 +00 to STA 1770 +00
Aerial Image: World Imagery 2014 PHONE 803 - 799 -0949
w .coastalscience.com '
0
40
w
h
E
J
V
m
O
d
00?11 _ C A R w SCALE:
o
t FESSip -N AS SHOWN
DATE:
24 Sept 2015
> DRAWN BY: O4e
37281 - JJH
APPROVED BY:
HLK
aye �� iNECl� PROJECT
#:
4r,LeUhrKrP � 2403

1770+00 National Park
25
20 20
ti 15 -
10 - 10
Q
5- -- - -- -No Work -- -- -- -:
+t.os_
Z0 - -- -- -- -- -- -- -- - -- - - -•0
c -5-
°- -10 - - -10
ca
m -15-
ILLI -20 -20
-25-1 1 I IIII +HI III III III III III III I I I -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1790 +00 National Park
2E
20 - 20 Be m a) 15- C t +7ft
Va ' s)
� 10 - 10
5 -- - -- -- -- -- -
_ - MHI +1.05
? 0 - -- -- - -- -- -- - -- 0
c 5
m
-lo-
-10
m -15-
►L -20- - - - -20
-25 ( I I I I I I I I I I I I I I I I -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1810+00 National Park
2E $
20 - - + } 20
M Crest 15- dth Va 'es)
10 11 Z 10
Q
5-
-- - -- -- -- --
_ _ _ _ .05 ..
? 0 MH +1 - -- -- --1 -- - -- -- -- - 0
c 5
D -10 -10
m -15 -
Lu -20 — 20
-25 IIII III I I I I +�1 ( I I I I I I I: -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Survey Datum: MHW ( +1.05 ft)
Horizontal: SPCS NAD '83 (Feet) NC Zone 3200 ML ( -1.94 R)
Vertical: NAVD'88 (Feet)
Vertical Exaggeration: 10:1
Notes: Data collected by Coastal Science & Engineering, Inc via RTK GPS:
Data collected: October 2014
1775+00 National Paris
25
m 20 _ erm Clest+7 20
Li 15 i � (Width cri
183p+pp National Park
25
20
CD
�
-
Berm
(WKft
Crest
Vane
ft
)
20
15
es)
MH
MLN
+1.05
-1.94
10
10
I I I-
I
III
Q5
Z 0
-5
0
co
•2
-10
> -15
-10
w -20
-25
-20
I -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Survey Datum: MHW ( +1.05 ft)
Horizontal: SPCS NAD '83 (Feet) NC Zone 3200 ML ( -1.94 R)
Vertical: NAVD'88 (Feet)
Vertical Exaggeration: 10:1
Notes: Data collected by Coastal Science & Engineering, Inc via RTK GPS:
Data collected: October 2014
1775+00 National Paris
25
m 20 _ erm Clest+7 20
Li 15 i � (Width cri
�
-
Berm
(WKft
Crest
Vane
ft
)
es)
MH
MLN
+1.05
-1.94
*111T,1111w��111111
I I I-
I
III
Survey Datum: MHW ( +1.05 ft)
Horizontal: SPCS NAD '83 (Feet) NC Zone 3200 ML ( -1.94 R)
Vertical: NAVD'88 (Feet)
Vertical Exaggeration: 10:1
Notes: Data collected by Coastal Science & Engineering, Inc via RTK GPS:
Data collected: October 2014
1775+00 National Paris
25
m 20 _ erm Clest+7 20
Li 15 i � (Width cri
C
-5
>
(> -15-
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet) Be rm fl
1795+00 National Park
25 .-
20 Crest +7 .. 20
�
15 -
10 - K1th V ) - 10
_ _ M_HW +1.05 ::
c _5
°- -10 -10
>
-15 -
a>
w -20 - - -20
-25 IIIIIIIIIIIIIIIIIII III 1111111 III I 1 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1815+00 National Park
25
20 -- B nn Cast +7 20
Li 15 (Width
Vries)
10 10
O _
> 5
C G - MLA -I.Y4
'� -10 �I -10
Q> _15-
mmmm
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1835 +00 National Park
25 CD
^ 20 - -1 - -� -- - 20
LL 15 - Benr� Crest 7 ft
(Width Vari
)
10 10
Q -- -� � -_ - -- -- -- -MHW +_1.05
C -C - I I ML " -I.1H
°- -10-10
.15-
� I
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
SSE
Coostol Science & Engineering
PO BOX 8056
COLUMBIA sc 2920
2
PHONE [phone]
www. westelsdence. com
Applicant:
Dare County
954 Marshall Collins Dr.
Manteo, NC 27954
1780+00 Nati
onal Park
25
20 B rm C st +7 20 U- 10 (Width Vari
es) 10 CU
c -5-
I ,v ML •�.e,
°- -10 - -10
y -15 -
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1800+00 Nati
onal Park
25
=, 20­1 MN
(D _14 =1 = E 0
L , ENK=14=1
10 1 M
r r *
�a�w�a.a�a�a��wwra r
•� -10 - -10
W
-20- -{-�- -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1820+00 National Park
25
20 20
15
� 10 10
5
Z 0 0
co -5
•• a -10 -10
� -15
w -20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1840+00 Nati
_ B Crest 7 ft
- -- - i - `-- - -- -- -- -MHW +1.05
-- - - -�- �- ^' -- -- -- -MLW -1.94 =.
- i =
�-H -+-III III III I
onal Park
25
20 20
Li 15
10 10
Q 5
Z 0 0
c -5
° -10 -10
> -15
w -20 -20
-25 -25
- � Be � Crest +7 ft
�rjth Varies)
I
— -- - _+- - -�--- I - -- -- -- -MH� +1.05
-- - I-�� -- - - ---- -MLY�1 -1.94
- �--F -I I I I I I I I I I I I IIII -}-FI I I I � I I� I I I I I I I I �
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
1785+00 National Park
25 0 �__ - 1
15 — q MM
10--im
• 95 �ririrralra��rrrarrra�ri
C -5
° -10 � -10
� _15-
® ® ®AII�I�III�Al11 E,
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1805+00 National Park
25
20 - 8enn Chest +7 - 20
Li �� - (Width Varies) 10
i ..
Q O 0.05 0
c _5
�
-15-
w -20 - -20
-25 -�•F -I III I I I I I . III III III III I ;� -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1825+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
w -20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Bern Crest +7 ft
- (Width Varjes) W t�os
-�--f� -IIII III IIIIIII IIIIIII ,IIII ;
1845+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
Lu -20 -20
-25 I -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
- -� t +7ft
V)
+toy
- � MLW -1.84
1 111111. IIIIIIIIII
DRAWING TITLE:
PLAN FILL SECTIONS
STA 1770 +00 to 1845 +00
CAROB SCALE: AS SHOWN
QR-AF ESLS /yNti /,y DATE:
5 e
SEAL DRAWN BY: OC
JJH J
APPROVED BY:
PROJECT k.
2403
es)
-5
>
(> -15-
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet) Be rm fl
1795+00 National Park
25 .-
20 Crest +7 .. 20
�
15 -
10 - K1th V ) - 10
_ _ M_HW +1.05 ::
c _5
°- -10 -10
>
-15 -
a>
w -20 - - -20
-25 IIIIIIIIIIIIIIIIIII III 1111111 III I 1 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1815+00 National Park
25
20 -- B nn Cast +7 20
Li 15 (Width
Vries)
10 10
O _
> 5
C G - MLA -I.Y4
'� -10 �I -10
Q> _15-
mmmm
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1835 +00 National Park
25 CD
^ 20 - -1 - -� -- - 20
LL 15 - Benr� Crest 7 ft
(Width Vari
)
10 10
Q -- -� � -_ - -- -- -- -MHW +_1.05
C -C - I I ML " -I.1H
°- -10-10
.15-
� I
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
SSE
Coostol Science & Engineering
PO BOX 8056
COLUMBIA sc 2920
2
PHONE [phone]
www. westelsdence. com
Applicant:
Dare County
954 Marshall Collins Dr.
Manteo, NC 27954
1780+00 Nati
onal Park
25
20 B rm C st +7 20 U- 10 (Width Vari
es) 10 CU
c -5-
I ,v ML •�.e,
°- -10 - -10
y -15 -
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1800+00 Nati
onal Park
25
=, 20­1 MN
(D _14 =1 = E 0
L , ENK=14=1
10 1 M
r r *
�a�w�a.a�a�a��wwra r
•� -10 - -10
W
-20- -{-�- -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1820+00 National Park
25
20 20
15
� 10 10
5
Z 0 0
co -5
•• a -10 -10
� -15
w -20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1840+00 Nati
_ B Crest 7 ft
- -- - i - `-- - -- -- -- -MHW +1.05
-- - - -�- �- ^' -- -- -- -MLW -1.94 =.
- i =
�-H -+-III III III I
onal Park
25
20 20
Li 15
10 10
Q 5
Z 0 0
c -5
° -10 -10
> -15
w -20 -20
-25 -25
- � Be � Crest +7 ft
�rjth Varies)
I
— -- - _+- - -�--- I - -- -- -- -MH� +1.05
-- - I-�� -- - - ---- -MLY�1 -1.94
- �--F -I I I I I I I I I I I I IIII -}-FI I I I � I I� I I I I I I I I �
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
1785+00 National Park
25 0 �__ - 1
15 — q MM
10--im
• 95 �ririrralra��rrrarrra�ri
C -5
° -10 � -10
� _15-
® ® ®AII�I�III�Al11 E,
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1805+00 National Park
25
20 - 8enn Chest +7 - 20
Li �� - (Width Varies) 10
i ..
Q O 0.05 0
c _5
�
-15-
w -20 - -20
-25 -�•F -I III I I I I I . III III III III I ;� -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1825+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
w -20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Bern Crest +7 ft
- (Width Varjes) W t�os
-�--f� -IIII III IIIIIII IIIIIII ,IIII ;
1845+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
Lu -20 -20
-25 I -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
- -� t +7ft
V)
+toy
- � MLW -1.84
1 111111. IIIIIIIIII
DRAWING TITLE:
PLAN FILL SECTIONS
STA 1770 +00 to 1845 +00
CAROB SCALE: AS SHOWN
QR-AF ESLS /yNti /,y DATE:
5 e
SEAL DRAWN BY: OC
JJH J
APPROVED BY:
PROJECT k.
2403
1815+00 National Park
25
20 -- B nn Cast +7 20
Li 15 (Width
Vries)
10 10
O _
> 5
C G - MLA -I.Y4
'� -10 �I -10
Q> _15-
mmmm
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1835 +00 National Park
25 CD
^ 20 - -1 - -� -- - 20
LL 15 - Benr� Crest 7 ft
(Width Vari
)
10 10
Q -- -� � -_ - -- -- -- -MHW +_1.05
C -C - I I ML " -I.1H
°- -10-10
.15-
� I
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
SSE
Coostol Science & Engineering
PO BOX 8056
COLUMBIA sc 2920
2
PHONE [phone]
www. westelsdence. com
Applicant:
Dare County
954 Marshall Collins Dr.
Manteo, NC 27954
1780+00 Nati
onal Park
25
20 B rm C st +7 20 U- 10 (Width Vari
es) 10 CU
c -5-
I ,v ML •�.e,
°- -10 - -10
y -15 -
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1800+00 Nati
onal Park
25
=, 20­1 MN
(D _14 =1 = E 0
L , ENK=14=1
10 1 M
r r *
�a�w�a.a�a�a��wwra r
•� -10 - -10
W
-20- -{-�- -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1820+00 National Park
25
20 20
15
� 10 10
5
Z 0 0
co -5
•• a -10 -10
� -15
w -20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1840+00 Nati
_ B Crest 7 ft
- -- - i - `-- - -- -- -- -MHW +1.05
-- - - -�- �- ^' -- -- -- -MLW -1.94 =.
- i =
�-H -+-III III III I
onal Park
25
20 20
Li 15
10 10
Q 5
Z 0 0
c -5
° -10 -10
> -15
w -20 -20
-25 -25
- � Be � Crest +7 ft
�rjth Varies)
I
— -- - _+- - -�--- I - -- -- -- -MH� +1.05
-- - I-�� -- - - ---- -MLY�1 -1.94
- �--F -I I I I I I I I I I I I IIII -}-FI I I I � I I� I I I I I I I I �
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
1785+00 National Park
25 0 �__ - 1
15 — q MM
10--im
• 95 �ririrralra��rrrarrra�ri
C -5
° -10 � -10
� _15-
® ® ®AII�I�III�Al11 E,
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1805+00 National Park
25
20 - 8enn Chest +7 - 20
Li �� - (Width Varies) 10
i ..
Q O 0.05 0
c _5
�
-15-
w -20 - -20
-25 -�•F -I III I I I I I . III III III III I ;� -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1825+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
w -20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Bern Crest +7 ft
- (Width Varjes) W t�os
-�--f� -IIII III IIIIIII IIIIIII ,IIII ;
1845+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
Lu -20 -20
-25 I -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
- -� t +7ft
V)
+toy
- � MLW -1.84
1 111111. IIIIIIIIII
DRAWING TITLE:
PLAN FILL SECTIONS
STA 1770 +00 to 1845 +00
CAROB SCALE: AS SHOWN
QR-AF ESLS /yNti /,y DATE:
5 e
SEAL DRAWN BY: OC
JJH J
APPROVED BY:
PROJECT k.
2403
mmmm
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1835 +00 National Park
25 CD
^ 20 - -1 - -� -- - 20
LL 15 - Benr� Crest 7 ft
(Width Vari
)
10 10
Q -- -� � -_ - -- -- -- -MHW +_1.05
C -C - I I ML " -I.1H
°- -10-10
.15-
� I
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
SSE
Coostol Science & Engineering
PO BOX 8056
COLUMBIA sc 2920
2
PHONE [phone]
www. westelsdence. com
Applicant:
Dare County
954 Marshall Collins Dr.
Manteo, NC 27954
1780+00 Nati
onal Park
25
20 B rm C st +7 20 U- 10 (Width Vari
es) 10 CU
c -5-
I ,v ML •�.e,
°- -10 - -10
y -15 -
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1800+00 Nati
onal Park
25
=, 20­1 MN
(D _14 =1 = E 0
L , ENK=14=1
10 1 M
r r *
�a�w�a.a�a�a��wwra r
•� -10 - -10
W
-20- -{-�- -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1820+00 National Park
25
20 20
15
� 10 10
5
Z 0 0
co -5
•• a -10 -10
� -15
w -20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1840+00 Nati
_ B Crest 7 ft
- -- - i - `-- - -- -- -- -MHW +1.05
-- - - -�- �- ^' -- -- -- -MLW -1.94 =.
- i =
�-H -+-III III III I
onal Park
25
20 20
Li 15
10 10
Q 5
Z 0 0
c -5
° -10 -10
> -15
w -20 -20
-25 -25
- � Be � Crest +7 ft
�rjth Varies)
I
— -- - _+- - -�--- I - -- -- -- -MH� +1.05
-- - I-�� -- - - ---- -MLY�1 -1.94
- �--F -I I I I I I I I I I I I IIII -}-FI I I I � I I� I I I I I I I I �
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
1785+00 National Park
25 0 �__ - 1
15 — q MM
10--im
• 95 �ririrralra��rrrarrra�ri
C -5
° -10 � -10
� _15-
® ® ®AII�I�III�Al11 E,
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1805+00 National Park
25
20 - 8enn Chest +7 - 20
Li �� - (Width Varies) 10
i ..
Q O 0.05 0
c _5
�
-15-
w -20 - -20
-25 -�•F -I III I I I I I . III III III III I ;� -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1825+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
w -20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Bern Crest +7 ft
- (Width Varjes) W t�os
-�--f� -IIII III IIIIIII IIIIIII ,IIII ;
1845+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
Lu -20 -20
-25 I -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
- -� t +7ft
V)
+toy
- � MLW -1.84
1 111111. IIIIIIIIII
DRAWING TITLE:
PLAN FILL SECTIONS
STA 1770 +00 to 1845 +00
CAROB SCALE: AS SHOWN
QR-AF ESLS /yNti /,y DATE:
5 e
SEAL DRAWN BY: OC
JJH J
APPROVED BY:
PROJECT k.
2403
� I
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
SSE
Coostol Science & Engineering
PO BOX 8056
COLUMBIA sc 2920
2
PHONE [phone]
www. westelsdence. com
Applicant:
Dare County
954 Marshall Collins Dr.
Manteo, NC 27954
1780+00 Nati
onal Park
25
20 B rm C st +7 20 U- 10 (Width Vari
es) 10 CU
c -5-
I ,v ML •�.e,
°- -10 - -10
y -15 -
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1800+00 Nati
onal Park
25
=, 20­1 MN
(D _14 =1 = E 0
L , ENK=14=1
10 1 M
r r *
�a�w�a.a�a�a��wwra r
•� -10 - -10
W
-20- -{-�- -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1820+00 National Park
25
20 20
15
� 10 10
5
Z 0 0
co -5
•• a -10 -10
� -15
w -20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1840+00 Nati
_ B Crest 7 ft
- -- - i - `-- - -- -- -- -MHW +1.05
-- - - -�- �- ^' -- -- -- -MLW -1.94 =.
- i =
�-H -+-III III III I
onal Park
25
20 20
Li 15
10 10
Q 5
Z 0 0
c -5
° -10 -10
> -15
w -20 -20
-25 -25
- � Be � Crest +7 ft
�rjth Varies)
I
— -- - _+- - -�--- I - -- -- -- -MH� +1.05
-- - I-�� -- - - ---- -MLY�1 -1.94
- �--F -I I I I I I I I I I I I IIII -}-FI I I I � I I� I I I I I I I I �
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
1785+00 National Park
25 0 �__ - 1
15 — q MM
10--im
• 95 �ririrralra��rrrarrra�ri
C -5
° -10 � -10
� _15-
® ® ®AII�I�III�Al11 E,
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1805+00 National Park
25
20 - 8enn Chest +7 - 20
Li �� - (Width Varies) 10
i ..
Q O 0.05 0
c _5
�
-15-
w -20 - -20
-25 -�•F -I III I I I I I . III III III III I ;� -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1825+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
w -20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Bern Crest +7 ft
- (Width Varjes) W t�os
-�--f� -IIII III IIIIIII IIIIIII ,IIII ;
1845+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
Lu -20 -20
-25 I -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
- -� t +7ft
V)
+toy
- � MLW -1.84
1 111111. IIIIIIIIII
DRAWING TITLE:
PLAN FILL SECTIONS
STA 1770 +00 to 1845 +00
CAROB SCALE: AS SHOWN
QR-AF ESLS /yNti /,y DATE:
5 e
SEAL DRAWN BY: OC
JJH J
APPROVED BY:
PROJECT k.
2403
I ,v ML •�.e,
°- -10 - -10
y -15 -
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1800+00 Nati
onal Park
25
=, 20­1 MN
(D _14 =1 = E 0
L , ENK=14=1
10 1 M
r r *
�a�w�a.a�a�a��wwra r
•� -10 - -10
W
-20- -{-�- -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1820+00 National Park
25
20 20
15
� 10 10
5
Z 0 0
co -5
•• a -10 -10
� -15
w -20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1840+00 Nati
_ B Crest 7 ft
- -- - i - `-- - -- -- -- -MHW +1.05
-- - - -�- �- ^' -- -- -- -MLW -1.94 =.
- i =
�-H -+-III III III I
onal Park
25
20 20
Li 15
10 10
Q 5
Z 0 0
c -5
° -10 -10
> -15
w -20 -20
-25 -25
- � Be � Crest +7 ft
�rjth Varies)
I
— -- - _+- - -�--- I - -- -- -- -MH� +1.05
-- - I-�� -- - - ---- -MLY�1 -1.94
- �--F -I I I I I I I I I I I I IIII -}-FI I I I � I I� I I I I I I I I �
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
1785+00 National Park
25 0 �__ - 1
15 — q MM
10--im
• 95 �ririrralra��rrrarrra�ri
C -5
° -10 � -10
� _15-
® ® ®AII�I�III�Al11 E,
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1805+00 National Park
25
20 - 8enn Chest +7 - 20
Li �� - (Width Varies) 10
i ..
Q O 0.05 0
c _5
�
-15-
w -20 - -20
-25 -�•F -I III I I I I I . III III III III I ;� -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1825+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
w -20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Bern Crest +7 ft
- (Width Varjes) W t�os
-�--f� -IIII III IIIIIII IIIIIII ,IIII ;
1845+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
Lu -20 -20
-25 I -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
- -� t +7ft
V)
+toy
- � MLW -1.84
1 111111. IIIIIIIIII
DRAWING TITLE:
PLAN FILL SECTIONS
STA 1770 +00 to 1845 +00
CAROB SCALE: AS SHOWN
QR-AF ESLS /yNti /,y DATE:
5 e
SEAL DRAWN BY: OC
JJH J
APPROVED BY:
PROJECT k.
2403
•� -10 - -10
W
-20- -{-�- -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1820+00 National Park
25
20 20
15
� 10 10
5
Z 0 0
co -5
•• a -10 -10
� -15
w -20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance
(Feet)
1840+00 Nati
_ B Crest 7 ft
- -- - i - `-- - -- -- -- -MHW +1.05
-- - - -�- �- ^' -- -- -- -MLW -1.94 =.
- i =
�-H -+-III III III I
onal Park
25
20 20
Li 15
10 10
Q 5
Z 0 0
c -5
° -10 -10
> -15
w -20 -20
-25 -25
- � Be � Crest +7 ft
�rjth Varies)
I
— -- - _+- - -�--- I - -- -- -- -MH� +1.05
-- - I-�� -- - - ---- -MLY�1 -1.94
- �--F -I I I I I I I I I I I I IIII -}-FI I I I � I I� I I I I I I I I �
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
1785+00 National Park
25 0 �__ - 1
15 — q MM
10--im
• 95 �ririrralra��rrrarrra�ri
C -5
° -10 � -10
� _15-
® ® ®AII�I�III�Al11 E,
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1805+00 National Park
25
20 - 8enn Chest +7 - 20
Li �� - (Width Varies) 10
i ..
Q O 0.05 0
c _5
�
-15-
w -20 - -20
-25 -�•F -I III I I I I I . III III III III I ;� -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1825+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
w -20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Bern Crest +7 ft
- (Width Varjes) W t�os
-�--f� -IIII III IIIIIII IIIIIII ,IIII ;
1845+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
Lu -20 -20
-25 I -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
- -� t +7ft
V)
+toy
- � MLW -1.84
1 111111. IIIIIIIIII
DRAWING TITLE:
PLAN FILL SECTIONS
STA 1770 +00 to 1845 +00
CAROB SCALE: AS SHOWN
QR-AF ESLS /yNti /,y DATE:
5 e
SEAL DRAWN BY: OC
JJH J
APPROVED BY:
PROJECT k.
2403
_ B Crest 7 ft
- -- - i - `-- - -- -- -- -MHW +1.05
-- - - -�- �- ^' -- -- -- -MLW -1.94 =.
- i =
�-H -+-III III III I
onal Park
25
20 20
Li 15
10 10
Q 5
Z 0 0
c -5
° -10 -10
> -15
w -20 -20
-25 -25
- � Be � Crest +7 ft
�rjth Varies)
I
— -- - _+- - -�--- I - -- -- -- -MH� +1.05
-- - I-�� -- - - ---- -MLY�1 -1.94
- �--F -I I I I I I I I I I I I IIII -}-FI I I I � I I� I I I I I I I I �
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
1785+00 National Park
25 0 �__ - 1
15 — q MM
10--im
• 95 �ririrralra��rrrarrra�ri
C -5
° -10 � -10
� _15-
® ® ®AII�I�III�Al11 E,
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1805+00 National Park
25
20 - 8enn Chest +7 - 20
Li �� - (Width Varies) 10
i ..
Q O 0.05 0
c _5
�
-15-
w -20 - -20
-25 -�•F -I III I I I I I . III III III III I ;� -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1825+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
w -20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Bern Crest +7 ft
- (Width Varjes) W t�os
-�--f� -IIII III IIIIIII IIIIIII ,IIII ;
1845+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
Lu -20 -20
-25 I -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
- -� t +7ft
V)
+toy
- � MLW -1.84
1 111111. IIIIIIIIII
DRAWING TITLE:
PLAN FILL SECTIONS
STA 1770 +00 to 1845 +00
CAROB SCALE: AS SHOWN
QR-AF ESLS /yNti /,y DATE:
5 e
SEAL DRAWN BY: OC
JJH J
APPROVED BY:
PROJECT k.
2403
onal Park
25
20 20
Li 15
10 10
Q 5
Z 0 0
c -5
° -10 -10
> -15
w -20 -20
-25 -25
- � Be � Crest +7 ft
�rjth Varies)
I
— -- - _+- - -�--- I - -- -- -- -MH� +1.05
-- - I-�� -- - - ---- -MLY�1 -1.94
- �--F -I I I I I I I I I I I I IIII -}-FI I I I � I I� I I I I I I I I �
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
1785+00 National Park
25 0 �__ - 1
15 — q MM
10--im
• 95 �ririrralra��rrrarrra�ri
C -5
° -10 � -10
� _15-
® ® ®AII�I�III�Al11 E,
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1805+00 National Park
25
20 - 8enn Chest +7 - 20
Li �� - (Width Varies) 10
i ..
Q O 0.05 0
c _5
�
-15-
w -20 - -20
-25 -�•F -I III I I I I I . III III III III I ;� -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1825+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
w -20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Bern Crest +7 ft
- (Width Varjes) W t�os
-�--f� -IIII III IIIIIII IIIIIII ,IIII ;
1845+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
Lu -20 -20
-25 I -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
- -� t +7ft
V)
+toy
- � MLW -1.84
1 111111. IIIIIIIIII
DRAWING TITLE:
PLAN FILL SECTIONS
STA 1770 +00 to 1845 +00
CAROB SCALE: AS SHOWN
QR-AF ESLS /yNti /,y DATE:
5 e
SEAL DRAWN BY: OC
JJH J
APPROVED BY:
PROJECT k.
2403
- � Be � Crest +7 ft
�rjth Varies)
I
— -- - _+- - -�--- I - -- -- -- -MH� +1.05
-- - I-�� -- - - ---- -MLY�1 -1.94
- �--F -I I I I I I I I I I I I IIII -}-FI I I I � I I� I I I I I I I I �
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
1785+00 National Park
25 0 �__ - 1
15 — q MM
10--im
• 95 �ririrralra��rrrarrra�ri
C -5
° -10 � -10
� _15-
® ® ®AII�I�III�Al11 E,
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1805+00 National Park
25
20 - 8enn Chest +7 - 20
Li �� - (Width Varies) 10
i ..
Q O 0.05 0
c _5
�
-15-
w -20 - -20
-25 -�•F -I III I I I I I . III III III III I ;� -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1825+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
w -20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Bern Crest +7 ft
- (Width Varjes) W t�os
-�--f� -IIII III IIIIIII IIIIIII ,IIII ;
1845+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
Lu -20 -20
-25 I -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
- -� t +7ft
V)
+toy
- � MLW -1.84
1 111111. IIIIIIIIII
DRAWING TITLE:
PLAN FILL SECTIONS
STA 1770 +00 to 1845 +00
CAROB SCALE: AS SHOWN
QR-AF ESLS /yNti /,y DATE:
5 e
SEAL DRAWN BY: OC
JJH J
APPROVED BY:
PROJECT k.
2403
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
1785+00 National Park
25 0 �__ - 1
15 — q MM
10--im
• 95 �ririrralra��rrrarrra�ri
C -5
° -10 � -10
� _15-
® ® ®AII�I�III�Al11 E,
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1805+00 National Park
25
20 - 8enn Chest +7 - 20
Li �� - (Width Varies) 10
i ..
Q O 0.05 0
c _5
�
-15-
w -20 - -20
-25 -�•F -I III I I I I I . III III III III I ;� -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1825+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
w -20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Bern Crest +7 ft
- (Width Varjes) W t�os
-�--f� -IIII III IIIIIII IIIIIII ,IIII ;
1845+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
Lu -20 -20
-25 I -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
- -� t +7ft
V)
+toy
- � MLW -1.84
1 111111. IIIIIIIIII
DRAWING TITLE:
PLAN FILL SECTIONS
STA 1770 +00 to 1845 +00
CAROB SCALE: AS SHOWN
QR-AF ESLS /yNti /,y DATE:
5 e
SEAL DRAWN BY: OC
JJH J
APPROVED BY:
PROJECT k.
2403
1825+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
w -20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Bern Crest +7 ft
- (Width Varjes) W t�os
-�--f� -IIII III IIIIIII IIIIIII ,IIII ;
1845+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
Lu -20 -20
-25 I -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
- -� t +7ft
V)
+toy
- � MLW -1.84
1 111111. IIIIIIIIII
DRAWING TITLE:
PLAN FILL SECTIONS
STA 1770 +00 to 1845 +00
CAROB SCALE: AS SHOWN
QR-AF ESLS /yNti /,y DATE:
5 e
SEAL DRAWN BY: OC
JJH J
APPROVED BY:
PROJECT k.
2403
Bern Crest +7 ft
- (Width Varjes) W t�os
-�--f� -IIII III IIIIIII IIIIIII ,IIII ;
1845+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
Lu -20 -20
-25 I -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
- -� t +7ft
V)
+toy
- � MLW -1.84
1 111111. IIIIIIIIII
DRAWING TITLE:
PLAN FILL SECTIONS
STA 1770 +00 to 1845 +00
CAROB SCALE: AS SHOWN
QR-AF ESLS /yNti /,y DATE:
5 e
SEAL DRAWN BY: OC
JJH J
APPROVED BY:
PROJECT k.
2403
1845+00 National Park
25
20 20
� 15
10 10
Q5
Z 0 0
co -5
•� -10 -10
� -15
Lu -20 -20
-25 I -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
- -� t +7ft
V)
+toy
- � MLW -1.84
1 111111. IIIIIIIIII
DRAWING TITLE:
PLAN FILL SECTIONS
STA 1770 +00 to 1845 +00
CAROB SCALE: AS SHOWN
QR-AF ESLS /yNti /,y DATE:
5 e
SEAL DRAWN BY: OC
JJH J
APPROVED BY:
PROJECT k.
2403
- -� t +7ft
V)
+toy
- � MLW -1.84
1 111111. IIIIIIIIII
DRAWING TITLE:
PLAN FILL SECTIONS
STA 1770 +00 to 1845 +00
CAROB SCALE: AS SHOWN
QR-AF ESLS /yNti /,y DATE:
5 e
SEAL DRAWN BY: OC
JJH J
APPROVED BY:
PROJECT k.
2403
DRAWING TITLE:
PLAN FILL SECTIONS
STA 1770 +00 to 1845 +00
CAROB SCALE: AS SHOWN
QR-AF ESLS /yNti /,y DATE:
5 e
SEAL DRAWN BY: OC
JJH J
APPROVED BY:
PROJECT k.
2403

1850+00
National Park
Park
29!
Landward
2F
^ 20-1-
- -
20
Berm Crest
LL15-
Berm Crest
f �4lhdth Varies)
+7 ft
20
0
V)
20
0 10
10
_
Q _ _ _ - = =
0
-. --
- --
-
10
5
5
-
MLW -1.94
Z 0
0
_
- -10
0
Q p—
- - -- —
--
p
—_
MHW
_---
p
Z --
-._
- -
I I
--
-
-
10
-5-
Distance
(Feet)
III
III
I
> -15
MLw•1s4
w
o
-10
Distance (Feet)
-- a-
.20 -20
-25 -25
-10
c
m -15
>
w
w
-20 - -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
20
-20
-25
III
III
IIIIIIIIIII
IIIIIII
-25
0 100
200 300 400 500 600 700 800 900 1000
Distance (Feet)
1870+00
National
Park
2F
2F
25
tg 20-
I(D 15
20
Berm Crest
+7-ft
- 20
�_ 10
20
0
V)
p 5 r `
10
10
Q _ _ _ - = =
0
-. --
- --
MHW +1.05
_ - 0
- -- __
_
c -5
5
-
MLW -1.94
Z 0
0
_
- -10
0
-5
p
--
- - -20
-25 �++�I I I IIIIIII III
co
-10
I I
-25
0 100 200 300 400
500 800
10
800 900 1000
Distance
(Feet)
III
III
I
> -15
I -
w
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
.20 -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1890+00 Buxton
1895+00
Buxton
2F
2F
20
Berm Crest
+7-ft
- 20
�_ 10
(Width
Varies) '
V)
p 5 r `
- -- 10
i
Q _ _ _ - = =
0
-. --
- --
MHW +1.05
_ - 0
- -- __
_
c -5
-
MLW -1.94
°- -10 -
•j
0
_
- -10
-15-
Ei -20--
p
--
- - -20
-25 �++�I I I IIIIIII III
1890+00 Buxton
1895+00
Buxton
2F
2F
20
Berm Crest
+7-ft
- 20
�_ 10
(Width
Varies) '
V)
p 5 r `
- -- 10
�� 10
Q _ _ _ - = =
0
-. --
- --
MHW +1.05
_ - 0
- -- __
_
c -5
-
MLW -1.94
°- -10 -
•j
0
_
- -10
-15-
Ei -20--
p
--
- - -20
-25 �++�I I I IIIIIII III
III
I I
-25
0 100 200 300 400
500 800
700
800 900 1000
Distance
(Feet)
III
III
1910+00 Buxton
25
20 20
Ben m Crest 15
10 10
Q5
Z 0 0
co 5
-10 -10
Lu -20 -20
25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Survey Datum: MHW ( +1.05 ft)
Horizontal: SPCS NAD'83 (Feet) NC Zone 3200 MLW( -1.94 ft)
Vertical: NAVD '88 (Feet)
Vertical Exaggeration: 10:1
Notes: Data collected by Coastal Science 6 Engineering, Inc via RTK GPS:
Data collected: October 2014
1855+00 Natlorral Park
25
20 + 20
+7 -- - - -
� t
}
10 - - - - Idth
15 - 10
MHw ±t.os
c -5
>
aD -15 -
iiJ -20-- ' - -- -20
-25 ( I I I I I I I III III I; -25
0 100 200 300 aoo 500 600 700 800 900 loon
Distance (Feet)
1875+00 National Park
2°
1—
� 15– Be Crest +7 ft 20
10 - � - tw� Va s) - 10
QS AW+1.05..
c 5— MLW -1.91
o i
> -15- I -
w -20- - - - - ,- - - -20
-25 � -25
0 100 200 300 400 500 600 700 800 900 1000
Distance
MHW (Feet)
9-4
-5-
1895+00
Buxton
25
^ 20 �
2F
� 20
_
20
20
V)
+7 R
- -- 10
j 5
10
�
10
z 0 -
-5
0
-0
p
--
+1.05= 0
IIIIIII
IIIIIII�III
Z
III
III
III
I
Survey Datum: MHW ( +1.05 ft)
Horizontal: SPCS NAD'83 (Feet) NC Zone 3200 MLW( -1.94 ft)
Vertical: NAVD '88 (Feet)
Vertical Exaggeration: 10:1
Notes: Data collected by Coastal Science 6 Engineering, Inc via RTK GPS:
Data collected: October 2014
1855+00 Natlorral Park
25
20 + 20
+7 -- - - -
� t
}
10 - - - - Idth
15 - 10
MHw ±t.os
c -5
>
aD -15 -
iiJ -20-- ' - -- -20
-25 ( I I I I I I I III III I; -25
0 100 200 300 aoo 500 600 700 800 900 loon
Distance (Feet)
1875+00 National Park
2°
1—
� 15– Be Crest +7 ft 20
10 - � - tw� Va s) - 10
QS AW+1.05..
c 5— MLW -1.91
o i
> -15- I -
w -20- - - - - ,- - - -20
-25 � -25
0 100 200 300 400 500 600 700 800 900 1000
Distance
MHW (Feet)
9-4
-5-
Berm Crest + ft
(VYxtlh Varies
� 1
I III II' IIIIIII 'r-II -III
1915+00 Buxton
1895+00
Buxton
25
^ 20 �
2F
� 20
m 15
20
20
15
- -- 10
j 5
10
�
10
z 0 -
-5
0
-0
p
--
+1.05= 0
-10 -
Z
-- —
-10
—
I -
-25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
>
w
-20 - -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
Berm Crest + ft
(VYxtlh Varies
� 1
I III II' IIIIIII 'r-II -III
1915+00 Buxton
25
^ 20 �
� 20
m 15
10 -
- -- 10
j 5
z 0 -
-5
1915+00 Buxton
25
^ 20 �
� 20
m 15
10 -
- -- 10
j 5
z 0 -
-5
-0
co -
-10 -
-10
-25 I
I -
-25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
-_ Berm Crest +7 ft
(Width Varies)
- -- -- - � - -- -- -- - �urtw.tos
- -- -- — - -� -- I — -- --
Science & Engineering
PO BOX 8056
COLUMBIA SC 29202
PHONE 803- 799A949
www. cossfals aence. co m
Applicant:
Dare County
954 Marshall Collins Dr.
Manteo, NC 27954
1860+00 National Park
25
15 Berm Crest +7 It
10 _ � � (Width Varie 10
5 MHw +r.os
c -5- 1- -- �. -- MLw -r.91
°
-10- -10
� -15 -
w -20 iH--+-1 -20
25 IIIIII (III -25
0 100 zoo 300 aoo 500 soo 700 Boo soo loon
Distance (Feet)
1880+00 National Park
25
20- 20
(D B Crest +7 ft
Li 15- � xtth Varies)
c ,5- � - -I I I -- -- — Aa.Yi•1.91
.m _lo- -10
y -15 -
w -20- - - - -r - -20
-25-1 1 1 IIIIIII -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1900+00 Buxton
a� 20 Berm (Crest +7 ft 20
LL 10 - Varies) 10
�M HW +1.05 p
c _S— -- - -� -- -- -- MLI�A -1.91
°- -10 -10
.j
o -15
w -20 -- - - � - -20
-25 IIIIIII -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1920+00 Buxton
25
20 20
Li 15
10 10
Q5
Z () ()
o -5
•� -10 -10
>y -15
M -20 -20
-25-
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
- - � Berm Crest +7 ft
(W(i)th Varies ' )
_ -- -- -- I =_ -- -- -- —M ♦1.015
- IIIIIII I'
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
1865+00 National Park
23
20 - Berm' Crest +7 ft 20
15 (Width Varies)
� 10 -� - 10
� 5 Sloe 15AHY +1.05
w -20 ;— -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1885+00 Buxton
25
20 20
� 15
10 10
j 5
z 0 0
co -5
•� -10 -10
> -15
ED -20 -20
-25 -25
- -
xfth V ties) --
-
- -- —r -- i -- i - -•1-- I -- -- —1.94 -1.91
- i
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1905+00 Buxton
25
�
15 - Berm Crest +7 ft - 20
10 — � (vv�idtn Varies) 10
c -5- — -- -- -- -- -1.94
> -115-
u -20 - I -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1925+00 Buxton
2C
�5 Berm Crest +7 ft 20
L 10 (width Varies) 10
5 -
+1.05
-4
c �r MLNt -1.91
- ° -10 -10
> -15
W -20 -- - -- — - -20
•25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
DRAWING TITLE: �.A.F E Sa)�y, /y SCALE. AS SHOWN
DATE:
2' • ' "ri> 14 July 2015
PLAN FILL SECTIONS SEAL
7ze DRAWN BY: JJH 06
STA 1850 +00 to 1925 +00 9: , �4 !�2 0� I APPROVED BY:
/0 /yF;'G I N �
C L!U KAZ1'� I PROJECT #: 2403
Science & Engineering
PO BOX 8056
COLUMBIA SC 29202
PHONE 803- 799A949
www. cossfals aence. co m
Applicant:
Dare County
954 Marshall Collins Dr.
Manteo, NC 27954
1860+00 National Park
25
15 Berm Crest +7 It
10 _ � � (Width Varie 10
5 MHw +r.os
c -5- 1- -- �. -- MLw -r.91
°
-10- -10
� -15 -
w -20 iH--+-1 -20
25 IIIIII (III -25
0 100 zoo 300 aoo 500 soo 700 Boo soo loon
Distance (Feet)
1880+00 National Park
25
20- 20
(D B Crest +7 ft
Li 15- � xtth Varies)
c ,5- � - -I I I -- -- — Aa.Yi•1.91
.m _lo- -10
y -15 -
w -20- - - - -r - -20
-25-1 1 1 IIIIIII -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1900+00 Buxton
a� 20 Berm (Crest +7 ft 20
LL 10 - Varies) 10
�M HW +1.05 p
c _S— -- - -� -- -- -- MLI�A -1.91
°- -10 -10
.j
o -15
w -20 -- - - � - -20
-25 IIIIIII -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1920+00 Buxton
25
20 20
Li 15
10 10
Q5
Z () ()
o -5
•� -10 -10
>y -15
M -20 -20
-25-
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
- - � Berm Crest +7 ft
(W(i)th Varies ' )
_ -- -- -- I =_ -- -- -- —M ♦1.015
- IIIIIII I'
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
1865+00 National Park
23
20 - Berm' Crest +7 ft 20
15 (Width Varies)
� 10 -� - 10
� 5 Sloe 15AHY +1.05
w -20 ;— -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1885+00 Buxton
25
20 20
� 15
10 10
j 5
z 0 0
co -5
•� -10 -10
> -15
ED -20 -20
-25 -25
- -
xfth V ties) --
-
- -- —r -- i -- i - -•1-- I -- -- —1.94 -1.91
- i
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1905+00 Buxton
25
�
15 - Berm Crest +7 ft - 20
10 — � (vv�idtn Varies) 10
c -5- — -- -- -- -- -1.94
> -115-
u -20 - I -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1925+00 Buxton
2C
�5 Berm Crest +7 ft 20
L 10 (width Varies) 10
5 -
+1.05
-4
c �r MLNt -1.91
- ° -10 -10
> -15
W -20 -- - -- — - -20
•25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
DRAWING TITLE: �.A.F E Sa)�y, /y SCALE. AS SHOWN
DATE:
2' • ' "ri> 14 July 2015
PLAN FILL SECTIONS SEAL
7ze DRAWN BY: JJH 06
STA 1850 +00 to 1925 +00 9: , �4 !�2 0� I APPROVED BY:
/0 /yF;'G I N �
C L!U KAZ1'� I PROJECT #: 2403
1920+00 Buxton
25
20 20
Li 15
10 10
Q5
Z () ()
o -5
•� -10 -10
>y -15
M -20 -20
-25-
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
- - � Berm Crest +7 ft
(W(i)th Varies ' )
_ -- -- -- I =_ -- -- -- —M ♦1.015
- IIIIIII I'
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
1865+00 National Park
23
20 - Berm' Crest +7 ft 20
15 (Width Varies)
� 10 -� - 10
� 5 Sloe 15AHY +1.05
w -20 ;— -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1885+00 Buxton
25
20 20
� 15
10 10
j 5
z 0 0
co -5
•� -10 -10
> -15
ED -20 -20
-25 -25
- -
xfth V ties) --
-
- -- —r -- i -- i - -•1-- I -- -- —1.94 -1.91
- i
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1905+00 Buxton
25
�
15 - Berm Crest +7 ft - 20
10 — � (vv�idtn Varies) 10
c -5- — -- -- -- -- -1.94
> -115-
u -20 - I -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1925+00 Buxton
2C
�5 Berm Crest +7 ft 20
L 10 (width Varies) 10
5 -
+1.05
-4
c �r MLNt -1.91
- ° -10 -10
> -15
W -20 -- - -- — - -20
•25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
DRAWING TITLE: �.A.F E Sa)�y, /y SCALE. AS SHOWN
DATE:
2' • ' "ri> 14 July 2015
PLAN FILL SECTIONS SEAL
7ze DRAWN BY: JJH 06
STA 1850 +00 to 1925 +00 9: , �4 !�2 0� I APPROVED BY:
/0 /yF;'G I N �
C L!U KAZ1'� I PROJECT #: 2403
- - � Berm Crest +7 ft
(W(i)th Varies ' )
_ -- -- -- I =_ -- -- -- —M ♦1.015
- IIIIIII I'
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
1865+00 National Park
23
20 - Berm' Crest +7 ft 20
15 (Width Varies)
� 10 -� - 10
� 5 Sloe 15AHY +1.05
w -20 ;— -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1885+00 Buxton
25
20 20
� 15
10 10
j 5
z 0 0
co -5
•� -10 -10
> -15
ED -20 -20
-25 -25
- -
xfth V ties) --
-
- -- —r -- i -- i - -•1-- I -- -- —1.94 -1.91
- i
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1905+00 Buxton
25
�
15 - Berm Crest +7 ft - 20
10 — � (vv�idtn Varies) 10
c -5- — -- -- -- -- -1.94
> -115-
u -20 - I -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1925+00 Buxton
2C
�5 Berm Crest +7 ft 20
L 10 (width Varies) 10
5 -
+1.05
-4
c �r MLNt -1.91
- ° -10 -10
> -15
W -20 -- - -- — - -20
•25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
DRAWING TITLE: �.A.F E Sa)�y, /y SCALE. AS SHOWN
DATE:
2' • ' "ri> 14 July 2015
PLAN FILL SECTIONS SEAL
7ze DRAWN BY: JJH 06
STA 1850 +00 to 1925 +00 9: , �4 !�2 0� I APPROVED BY:
/0 /yF;'G I N �
C L!U KAZ1'� I PROJECT #: 2403
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
1865+00 National Park
23
20 - Berm' Crest +7 ft 20
15 (Width Varies)
� 10 -� - 10
� 5 Sloe 15AHY +1.05
w -20 ;— -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1885+00 Buxton
25
20 20
� 15
10 10
j 5
z 0 0
co -5
•� -10 -10
> -15
ED -20 -20
-25 -25
- -
xfth V ties) --
-
- -- —r -- i -- i - -•1-- I -- -- —1.94 -1.91
- i
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1905+00 Buxton
25
�
15 - Berm Crest +7 ft - 20
10 — � (vv�idtn Varies) 10
c -5- — -- -- -- -- -1.94
> -115-
u -20 - I -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1925+00 Buxton
2C
�5 Berm Crest +7 ft 20
L 10 (width Varies) 10
5 -
+1.05
-4
c �r MLNt -1.91
- ° -10 -10
> -15
W -20 -- - -- — - -20
•25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
DRAWING TITLE: �.A.F E Sa)�y, /y SCALE. AS SHOWN
DATE:
2' • ' "ri> 14 July 2015
PLAN FILL SECTIONS SEAL
7ze DRAWN BY: JJH 06
STA 1850 +00 to 1925 +00 9: , �4 !�2 0� I APPROVED BY:
/0 /yF;'G I N �
C L!U KAZ1'� I PROJECT #: 2403
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1885+00 Buxton
25
20 20
� 15
10 10
j 5
z 0 0
co -5
•� -10 -10
> -15
ED -20 -20
-25 -25
- -
xfth V ties) --
-
- -- —r -- i -- i - -•1-- I -- -- —1.94 -1.91
- i
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1905+00 Buxton
25
�
15 - Berm Crest +7 ft - 20
10 — � (vv�idtn Varies) 10
c -5- — -- -- -- -- -1.94
> -115-
u -20 - I -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1925+00 Buxton
2C
�5 Berm Crest +7 ft 20
L 10 (width Varies) 10
5 -
+1.05
-4
c �r MLNt -1.91
- ° -10 -10
> -15
W -20 -- - -- — - -20
•25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
DRAWING TITLE: �.A.F E Sa)�y, /y SCALE. AS SHOWN
DATE:
2' • ' "ri> 14 July 2015
PLAN FILL SECTIONS SEAL
7ze DRAWN BY: JJH 06
STA 1850 +00 to 1925 +00 9: , �4 !�2 0� I APPROVED BY:
/0 /yF;'G I N �
C L!U KAZ1'� I PROJECT #: 2403
- -
xfth V ties) --
-
- -- —r -- i -- i - -•1-- I -- -- —1.94 -1.91
- i
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1905+00 Buxton
25
�
15 - Berm Crest +7 ft - 20
10 — � (vv�idtn Varies) 10
c -5- — -- -- -- -- -1.94
> -115-
u -20 - I -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1925+00 Buxton
2C
�5 Berm Crest +7 ft 20
L 10 (width Varies) 10
5 -
+1.05
-4
c �r MLNt -1.91
- ° -10 -10
> -15
W -20 -- - -- — - -20
•25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
DRAWING TITLE: �.A.F E Sa)�y, /y SCALE. AS SHOWN
DATE:
2' • ' "ri> 14 July 2015
PLAN FILL SECTIONS SEAL
7ze DRAWN BY: JJH 06
STA 1850 +00 to 1925 +00 9: , �4 !�2 0� I APPROVED BY:
/0 /yF;'G I N �
C L!U KAZ1'� I PROJECT #: 2403
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1905+00 Buxton
25
�
15 - Berm Crest +7 ft - 20
10 — � (vv�idtn Varies) 10
c -5- — -- -- -- -- -1.94
> -115-
u -20 - I -20
-25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
1925+00 Buxton
2C
�5 Berm Crest +7 ft 20
L 10 (width Varies) 10
5 -
+1.05
-4
c �r MLNt -1.91
- ° -10 -10
> -15
W -20 -- - -- — - -20
•25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
DRAWING TITLE: �.A.F E Sa)�y, /y SCALE. AS SHOWN
DATE:
2' • ' "ri> 14 July 2015
PLAN FILL SECTIONS SEAL
7ze DRAWN BY: JJH 06
STA 1850 +00 to 1925 +00 9: , �4 !�2 0� I APPROVED BY:
/0 /yF;'G I N �
C L!U KAZ1'� I PROJECT #: 2403
1925+00 Buxton
2C
�5 Berm Crest +7 ft 20
L 10 (width Varies) 10
5 -
+1.05
-4
c �r MLNt -1.91
- ° -10 -10
> -15
W -20 -- - -- — - -20
•25 -25
0 100 200 300 400 500 600 700 800 900 1000
Distance (Feet)
DRAWING TITLE: �.A.F E Sa)�y, /y SCALE. AS SHOWN
DATE:
2' • ' "ri> 14 July 2015
PLAN FILL SECTIONS SEAL
7ze DRAWN BY: JJH 06
STA 1850 +00 to 1925 +00 9: , �4 !�2 0� I APPROVED BY:
/0 /yF;'G I N �
C L!U KAZ1'� I PROJECT #: 2403
DRAWING TITLE: �.A.F E Sa)�y, /y SCALE. AS SHOWN
DATE:
2' • ' "ri> 14 July 2015
PLAN FILL SECTIONS SEAL
7ze DRAWN BY: JJH 06
STA 1850 +00 to 1925 +00 9: , �4 !�2 0� I APPROVED BY:
/0 /yF;'G I N �
C L!U KAZ1'� I PROJECT #: 2403

BorrowArea Coordinate Chart
Description Northing Easting
A 566,343.069 3,048,897.678 A
B 565,158.522 3,050,869.152 /
ux -37
C 557,872.581 3,046,491.338 d
- N
D 559,057.111 3,044,519.888 ,� '3'
Core Density
Sand Search Area , 1
2,300 ft x 8,500 ft -450 acres x
-33 Borings -1 per 14 acres
Anticipated Final Borrow Area`s
-1,750 ft x 8,000 ft =300 acres • ux-
~28 borings -1 per 11 acres , • B x.29
B- -\
Note: ux
Thirteen (13) borings are less than 7 feet. Among them, *� B -02
Borings 3, 5 and 6 are outside of the sand search area (black J
box), Borings 9,17 and 31 are outside of the final borrow fJ • 28
area (blue box), and Borings 2, 7, 11, 15, 21, 32 and 33 are `
within the final borrow area. The 7 short borings within the > °, • Bux -25
300 acre final borrow area average 6.2 ft. • 23
�e
ff only over 7 -ft borings are considered in core density r° I I � 0 Bux -03
calculation, there are 23 borings within the 450 -acre sand
search area (1 per 20 acres), and 21 borings within the I I • Bror_ q
300 -acre final borrow area (1 per 14 acres).
_1 I � ` -21 Note:
Anticipated Final Borrow Area
3 after further review and analysis
BD - 7 I Buz- • - of geotechnical data and cultural
1 1 v resource evaluation.
/ /• Btyc 18 1 44x�
I
p p ?0%00 a ux -15I I
` I 0 Bux -1 Atlantic Ocean
• B=14
oxoo x- `�,�
Legend
• B - - - Buffered magnetic anomalies
} >ti Note: Anomahe area 3 is being further evaluated for
'T ?Ox� possible removal of an abandoned undersea cable.
Bu -1 I Source: Tidewater Atlantic Research (TAR) 2015
Phase 1 remote sensing archaeological survey of a
D • B -07 I proposed borrow site off Buxton, Dare County, NC
o I I prepared for CSE Inc. May 2015.
• ' A
X20" / Sand Search Area
• 4x- Proposed Final Borrow Area
' ^4i p 1,000
4 ,
f' c .3�
y/ r t.�.
Scale (Feet)
Survey Datum: C Applicant:
Horizontal: SPCS NAD '83 (Feet) NC Zone 3200 � ✓ E
Vertical: NAVD'88 (Feet) - Cooscal Science b Engineering Dare County
Notes: Data collected by Coastal Science & Engineering, Inc via RTK GPS:
Data collected: October 2014 PD Box 8056 954 Marshall Collins Dr.
COLUMBIA SC 29202 Manteo, NC 27954
PHONE [phone]
~ coastalsaence.com
i- I 1
LU -30.0 -30.0
r. ►-�
> 35.0 -35.0
? - 40.0 --��� r I = y - I I -40.0
0 X5.0 T j ,- ._��
-45.0
>1 Imo_ I I 1 Proposed Excavation t-
Lu 50.0 r I i -50.0
W
0 500 1000 1500 2000 2500
DISTANCE (FEET)
PROPOSED EXCAVATION
I cr nTlnnl rrn�nn, I Maximum excavation depth will be - 711t below substrate
w
w -30.0 -30.0
> 35.0 -: ,35.0
40.o i 40.0
45.0 I
W
X5.0 Propod Exavi on ► 50.0 50.0
w 0 500 1000 1500 2000 2500
DISTANCE (FEET)
SECTION 4 (80+00)
SECTION 1 (20 +00)
w
Bux-05 • i~
LU -30.0
Ui
-30.0
_
I
-30.0
>
35.0
I
lT
35.0
0 -35.0
----7
I
_
?
40.0
? 40.0
- r
X0.0
Z
O
_ 40.0
O
� -� -�' -I--
45.0
45.0 I
r-
rroposed Excavation
� X5.0
�{�
Proposed Excavation
�
-
>
r„ -50.0 _ ,
Lu
50.0
I , 1
j
t I , 1
-50.0
w
0
500
low 1500 2000
2500
DISTANCE (FEET)
SECTION 2 (40+00)
_1 I � ` -21 Note:
Anticipated Final Borrow Area
3 after further review and analysis
BD - 7 I Buz- • - of geotechnical data and cultural
1 1 v resource evaluation.
/ /• Btyc 18 1 44x�
I
p p ?0%00 a ux -15I I
` I 0 Bux -1 Atlantic Ocean
• B=14
oxoo x- `�,�
Legend
• B - - - Buffered magnetic anomalies
} >ti Note: Anomahe area 3 is being further evaluated for
'T ?Ox� possible removal of an abandoned undersea cable.
Bu -1 I Source: Tidewater Atlantic Research (TAR) 2015
Phase 1 remote sensing archaeological survey of a
D • B -07 I proposed borrow site off Buxton, Dare County, NC
o I I prepared for CSE Inc. May 2015.
• ' A
X20" / Sand Search Area
• 4x- Proposed Final Borrow Area
' ^4i p 1,000
4 ,
f' c .3�
y/ r t.�.
Scale (Feet)
Survey Datum: C Applicant:
Horizontal: SPCS NAD '83 (Feet) NC Zone 3200 � ✓ E
Vertical: NAVD'88 (Feet) - Cooscal Science b Engineering Dare County
Notes: Data collected by Coastal Science & Engineering, Inc via RTK GPS:
Data collected: October 2014 PD Box 8056 954 Marshall Collins Dr.
COLUMBIA SC 29202 Manteo, NC 27954
PHONE [phone]
~ coastalsaence.com
i- I 1
LU -30.0 -30.0
r. ►-�
> 35.0 -35.0
? - 40.0 --��� r I = y - I I -40.0
0 X5.0 T j ,- ._��
-45.0
>1 Imo_ I I 1 Proposed Excavation t-
Lu 50.0 r I i -50.0
W
0 500 1000 1500 2000 2500
DISTANCE (FEET)
PROPOSED EXCAVATION
I cr nTlnnl rrn�nn, I Maximum excavation depth will be - 711t below substrate
w
w -30.0 -30.0
> 35.0 -: ,35.0
40.o i 40.0
45.0 I
W
X5.0 Propod Exavi on ► 50.0 50.0
w 0 500 1000 1500 2000 2500
DISTANCE (FEET)
SECTION 4 (80+00)
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
DISTANCE (FEET)
DRAWING TITLE:
BORROW AREA PLAN
& SECTIONS
SCALE:
AS SHOWN
DATE'
24 Sept 2015
DRAWN BY:
JJH
APPROVED BY: HLK
PROJECT #
2403
MM
w
LU -30.0
-30.0
I
0 -35.0
----7
I
_ -;
I
? 40.0
- r
No Data Am,-:
_ 40.0
O
I
-
45.0 I
45.0
1
�{�
Proposed Excavation
�
-
>
r„ -50.0 _ ,
� I � I t I j � �
, I '
-00.0
LI 0
500 1000 1500
2000
2500
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
DISTANCE (FEET)
DRAWING TITLE:
BORROW AREA PLAN
& SECTIONS
SCALE:
AS SHOWN
DATE'
24 Sept 2015
DRAWN BY:
JJH
APPROVED BY: HLK
PROJECT #
2403
MM

OFFSHORE SEDIMENT SAMPLES 1
Core Samples Mean Size (mm) Std Deviation (mm)
All Samples 0.446 0.615
Comp 4 ft 0.466 0.609
Comp 6 ft 0.455 0.604
Comp 8 ft 0.447 0.605
Average arithmetic mean grain size, standard deviation, shell percentage, and gravel percentage
for 37 borings (135 samples) off Buxton ('All Samples "). Composites are weighted by applicable length of
individual samples for the upper 4 ft of core (Comp 4), the upper 6 ft of core (Comp 6), and the upper 8 ft of core
(Comp 8). Composite statics are based on 33 cores within the box shown on sheet 07. Standard deviation for
shell and gravel percentages is given in parentheses.
• &adi I
0513
0.470 •
a
i •�",JS •81a-3S 01L
o.sw 0686
I Ob15 0.491
•
I . Bu►1S 04m
0567 04151
• &K-31 6.563
I 0251111 •80" I
am 0.461 1
• B.-M • IG•�a
D s66 a
0 524 0.421
'P lka -27 • C II •Br4i
0.504 • Bi.-M 0.456 0261
O.Ul
0588 0.520
•
• 6 741 0 ,
i 0.741
0&1 1
• Bur23 ' ap1i24
I 0.547 IA9i
1 0 513
• 9a-21 •
I 0.8P or.
• Bie Z) "1
0466 B1ann
•
• BwetB OA30 0.415
I 6CA20 0.3101
I •&K -17 •&a -1a
0.522 1
I 0197 0510
•8ua-15 • &a-16 1
DA12 0.428
0318
1 •Bux -13 0.400 •
D.We
aOa I
0. .65 I
• B.-11 • Ba-12
G.29S 0327 [
1 0.265 02% I
I • 8 • 3Q I
I •8846
060-07 " B
0 B2
I . 431
L - 0.430 - - -
J
• a,.ar
189
F- - - •emar
[ 160 •Bu, -b
10.
1
1B2 •1&2 • 210 121
a
I 117 179
I •BW33 to5�
91 12.4
I ub I
I • ,6h6•bJ' •
1 NS 7b
•mom • Bla
1 210 lob
I 116 1211
• aii-P • 9.-M • exim
US
24,4 173 II tab
I ��
210 {'26
I A.3 9.9
26.8
I • Bux -24 1
•�"" 230
7.7 223
e3
• Bux-21 • BL -22
1B.a Bw70 D�k 112
I 100 •.
14.8 • Bi.*J
•owls 18.1 A3
71 162
a7
I • gvv •BIB -fe 1
71
I e, 111 I
[ •B•r1a • flux 48 1
d4 16.7
47
• 80-113 S S • Bwx -14
183
154
• Buc -11 •8 -12 1
92 9.6 I
9.7 &3 I
• kx -10
1 •81x419 6D 1
1 11.1
•Bur
• 81.07 6.G
I ,14 e.9 I
Mean Grain Size Shell Content % Gravel (> 2mm) D 1.500
`- Composite (% shell) 4 ft Composite (> 2 mm) I
O
9 G .,r,r,pos?e ,­ T 8 f Composite (% shell) 8 fl Composite (> 2mm) seek {teen
Mean grain size, percent shell, and percent gravel for core composite samples to 4 ft and 8 It in the Buxton offshore sand
search area based on borings obtained in October 2014. Bux -13 was attempted but not recovered. Composite results to 6 ft (not shown)
fall between the results for 4 ft and 8 ft.
Notes: GSE
Beach sediment samples (n =140) obtained and analyzed by Coastal Science &
Engineering, Inc. October 2014.
Coostol Science & Engineering
Offshore borings obtained in Jul 2013 and October 2014 3 inch Aluminum tubes). Grain PD UMBLA 6
9 Y ( ) ctxun+elA sc 29202
size distributions based on dry sieving at 0.25 phi intervals. PHONE [phone]
itww coastaiscience com
I BEACH SEDIMENT SAMPLES I
Buxton Beach Sediment Characteristics - Mean Grain Size
- Dune
-- Dune Toe
Station Average - All Samples - October 2014
15 -• -8C
- - MHW
_MTL
MLW
Mean STD
Shell
Gravel
- -12 ft NAVD
- +- -16 ft NAVD
-20 ft NAVD
mm mm
%
%
Shell ( %)
Gravel ( %)
1760 +00
0.524 0.589
5.3
4.8
Exclude MLW & Trough
Medium Sand
1790 +00
0.600 0.608
5.4
5.1
15.1 (7.5)
2.8 (5.2)
1820 +00
0.704 0.623
6.9
8.1
1840 +00
0.749 0.621
7.4
8.5
14.8(S.9)
2.5 (1.7)
1870 +00
0.709 0.610
6.6
9.6
1890 +00
0.586 0.638
5.7
5.3
14.2 (4.8)
2.3 (1.4)
1900 +00
0.626 0.608
6.0
7.1
14.5(S.1)
2.5(l.5)
1920 +00
0.674 0.637
6.7
6.5
1940 +00
0.583 0.617
6.3
5.4
1980 +00
0.548 0.619
5.5
5.5
Average
0.630 0.617
6.2
6.6
Station
Average Excluding Trough
Mean STD
Shell (w /o Trough) Gravel (w /o Trough)
mm mm
%
%
• 6 `-0
1760 +00
0.519 0.612
4.9
2.9
• R­14
1790 +00
0.515 0.597
5.6
4.1
1820 +00
0.569 0.631
5.7
4.2
1840 +00
0.627 0.630
6.2
5.4
r - - •
-.
1870 +00
0.552 0.617
5.1
5.4
1
I 1.2
1890 +00
0.461 0.645
4.7
1.6
• Bho-36 1 5
•e9'6 I
1900 +00
0.459 0.618
4.5
2.6
56
I 11
3a I
1920 +00
0.502 0.648
5.7
1.9
•Bia -M
•�9"1
1940 +00
0.439 0.623
4.7
1.2
I as
21 I
1980 +00
0.399 0.626
4.3
1.3
1 •BW1
,.1 •Bi;, I
Average
0.504 0.625
5.1
3.1
1 1.1
2A 1
•�.�
.s.�O
Arithmetic mean grain size and related statistics based on 14 samples per
A
14
;'
transect (n =140). Lower table gives results omitting the 10 trough samples.
• �,�
I
• Bux,7S • B,w-03
I
]
1 1•�
2.6 1 51
Method of Moments
1 1 s Bet 26
•0 25
Buxton Beach
Sediment characteristics
Mean STD Mean STD I
Skew I Kurt
7.1
52
2
mm mm phi
•iii'm
• 1 1
I Ali Sta- Comp140
All X -Share Samples
0.465 0.413 1.104 7.277
-0.612 3.164
1 1,1
7-2
I All Sta{ompLiO
li Exclude Trough
0.411 I 0.464 1.111114 1.108
-0.391 2.8°7
• kr4/
II
• 2
I All Sta- Comp120
I Exclude MLW & Trough
0.380 I 0.485 1.395 1 1.043
-0.344 2.672
I 21
3pp
11k
I All Sta- Comp60
I Exclude All UW Samples
0.582 i 0.598 0.780 I 0.743
-0.256 3349
I
•
21 • Aa-01
• 0-19
I
2.9
1E) I
o9
Folk Graphical Method
•B -07 •kx -18 I
IBI
Buxton Beach
Sediment Characteristics
Mean STD I ISTD Skew
Kurt
8.7 411
I 01 1.1
I
phi
•�15
131111.16 I
IAIISte- Comp140
All X -Shore Samples
1.028 1.273 1.280 -0.146
0.949
03
11 I
AII Statomp130
Exclude Trough-
1.190 1.118 1.093 -0.076
0.942
• M
1.8°13 2B I
�AIISta- Comp120
Exclude MLW &Trough
1.288 1.050 1.026 -0.084
°.826
20
I All Sta- Comp60
Exclude All UW Samples
0.655 0.723 I 0.730 -0.029
1.029 I
• Bux-11
• D-12
18
211
13
Sample
Interval
USCS Description
• 610479 'BO -t0
AII Sta- Comp140
All X -Share Samples
SP Medium Sand Poorly Graded
1 6s a7
AII Sta{emp130
Exclude Trough
SP { Fine Sand Poorly Graded
•
I 81141607
•B1°
All Sta- Comp120
] Exclude MLW & Trough
SP fine Sand I Poorly Graded
21 I
All Sta- Comp60
Exclude Ail UW Samples
SP Medium Sand I Poorly Graded
L �T
-- -
J
Mean Grain Size Shell Content % Gravel (> 2mm) D 1.500
`- Composite (% shell) 4 ft Composite (> 2 mm) I
O
9 G .,r,r,pos?e ,­ T 8 f Composite (% shell) 8 fl Composite (> 2mm) seek {teen
Mean grain size, percent shell, and percent gravel for core composite samples to 4 ft and 8 It in the Buxton offshore sand
search area based on borings obtained in October 2014. Bux -13 was attempted but not recovered. Composite results to 6 ft (not shown)
fall between the results for 4 ft and 8 ft.
Notes: GSE
Beach sediment samples (n =140) obtained and analyzed by Coastal Science &
Engineering, Inc. October 2014.
Coostol Science & Engineering
Offshore borings obtained in Jul 2013 and October 2014 3 inch Aluminum tubes). Grain PD UMBLA 6
9 Y ( ) ctxun+elA sc 29202
size distributions based on dry sieving at 0.25 phi intervals. PHONE [phone]
itww coastaiscience com
I BEACH SEDIMENT SAMPLES I
Buxton Beach Sediment Characteristics - Mean Grain Size
- Dune
-- Dune Toe
-+~- Berm
15 -• -8C
- - MHW
_MTL
MLW
-•- Trough
---•- Bar
- <- -8 ft NAVD
- -12 ft NAVD
- +- -16 ft NAVD
-20 ft NAVD
-- -24 ft NAVD
- Station Mean
10 - - - Station Mean w/o Trough
Exclude Trough
Mexllur a Sand
2.5
E
E
d 2.0
a
1.5
m
ar
i
1.0
0.5
0.0
3.000
n -140 samples
All Samples
1760 +00 1790 +00 1820 +00 1840 +00 1870 +00 1890 +00 1900 +00 1920 +00 1940 +00 1980 +00
Mean grain size by station and sample position in October 2014.
Buxton Beach Sediment - Mean Grain Size (mm) By Cross -shore Position
2.750 r,
r1
r 1
2.500 t 1
r 1
r 1
r /
2.250 r- �-
r 1
r 1
2.000 1
I -r
r A 1
1.750
r � ,
r
1.500
r ,
Subaerial Beach
1.250 r
1.000
0.750 -_ -- ,'� - - - -_ - -
0.500 -- _ _ - - - --
"Native" mean grain size for Buxton. Results for selected groups of samples. The results in
bold are considered most representative of the beach, consistent with size distributions for other
Outer Banks localities (Birkemeier et al 1985, USACE 2010). [UW = underwater samples]
Applicant:
Dare County
954 Marshall Collins Dr.
Manteo, NC 27954
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
- - Avg+ 1 Std Dev
Average
- Avg -1 Std Dev
n = 10 Stations
Seaward of Bar
Dune Dune Berm BC MHW MTL MLW Trough Bar -8 ft -12 ft -16 ft -20 ft -24 ft
Toe NAVD NAVD NAVD NAVE) NAVD
Arithmetic mean grain size by sample position based on fourteen samples per station.
DRAWING TITLE:
BORROW AREA
GEOTECHNICAL DATA
SCALE:
AS SHOWN
DATE:
14 Jury 2015
DRAWN BY: 1�81
JJH
APPROVED BY:
PROJECT if.
` 2403
0.250
Semple
Interval
Wentworth Description
All Sta- Cornp140
All X -Shore Samples -
Medium Sand
Poorly Sorted
Coarse Skewed
Mesokurtic 0.000
All Sta{omplI10
Exclude Trough
Mexllur a Sand
Poorly Sorted
Symmetrical
Mesokurtic
All Sta- Comp120
Exclude MLW & Trough
Medium Sand
Poorly Sorted I Symmetrical
I
Mesokurtic
Alt Sta- Comp50
Exclude All UW Samples
Coarse Sand
Moderately Sorted Symmetrical
Mesokurtic
"Native" mean grain size for Buxton. Results for selected groups of samples. The results in
bold are considered most representative of the beach, consistent with size distributions for other
Outer Banks localities (Birkemeier et al 1985, USACE 2010). [UW = underwater samples]
Applicant:
Dare County
954 Marshall Collins Dr.
Manteo, NC 27954
Project:
Beach Restoration To Protect
NC Highway 12 At Buxton
Dare County, NC
- - Avg+ 1 Std Dev
Average
- Avg -1 Std Dev
n = 10 Stations
Seaward of Bar
Dune Dune Berm BC MHW MTL MLW Trough Bar -8 ft -12 ft -16 ft -20 ft -24 ft
Toe NAVD NAVD NAVD NAVE) NAVD
Arithmetic mean grain size by sample position based on fourteen samples per station.
DRAWING TITLE:
BORROW AREA
GEOTECHNICAL DATA
SCALE:
AS SHOWN
DATE:
14 Jury 2015
DRAWN BY: 1�81
JJH
APPROVED BY:
PROJECT if.
` 2403