20081764 Ver 6_CAMA Application_20211206

NORTH CAROLINA
Environmental Qnolif­
October 6, 2021
MEMORANDUM:
ROY COOPER
Governor
ELIZABETH BISER
Secretary
BRAXTON DAVIS
Director, Division offoastal
Management
FROM: Heather Coats, Beach & Inlet Management Project Coordinator
NCDEQ - Division of Coastal Management
127 N Cardinal Drive Ext., Wilmington, NC 28405
(Courier 04-16-33)
heather.coatsa-NCDEN R.,qo
SUBJECT: CAMA /Dredge & Fill
Applicant: Town of North Topsaii Beach (Major Modification to Permit No. 79- 10)
Project Location: from 102 Scotch Bonnet Dr. to 3682 Island Dr., adjacent to the Atlantic Ocean in North
Topsail Beach, Onslow County.
Proposed Project: Applicant is requesting authorization to conduct additional beach nourishment via
truck haul from the ST Wooten and 421 sand mines.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by November 1, 2021. If you have any questions
regarding the proposed project, contact Heather Coats at [phone] when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
PRINT NAME
AGENCY
SIGNATURE
DATE
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.
State ofNorth Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 919 7967215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAMEE: Town of 'North Topsail Beach —Major Mod.— Permit No. 79-10
2. LOCATION OF PROJECT SITE. The project site is located along the oceanfront beach
between 102 Scotch Bonnet Drive to 3 692 Island Drive, adjacent to the Atlantic Ocean, in North
Topsail Beach, Onslow County.
Approximate Coordinates— Lat: 34.445 N (start)/ 34.474'N (end)
Long: 77.509'W (start) / 77.459' W (end)
3. INVESTIGATION TYPE: CAMA/Dredge & Fill
4. ViVESTIGATIVE PROCEDURE: Dates of Site Visit —
Was Applicant Present —No
5. PROCESSING PROCEDURE: Application Received —8/16121 (complete 9/17/2 1)
Scoping meeting date: 2/1/21 DWR 30-day date: 3/3/21
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of North Topsail Beach
Classification from LUP — No Classification / Developed
(B) AEC(s) Involved: OH
(C) Water Dependent- Yes
(D) Intended Use: Government
(E) Wastewater Treatment: Existing —Municipal Sewer
Planned - N/A
(F) Type of Structures: Existing — Commercial and Residential structures
Planned — Dune Rehabilitation/Truck Haul
(G) Estimated Annual Rate of Erosion: 0'-I'/year Source — LTAASCR 2020 Update
7. HABITAT DESCRIPTION: JAREA]
10)"109mg
FILLED 01HER
(A) Vegetated Wetlands (coastal)
.. .... . ...... ... ..
(B) Non -Vegetated Wetlands —
70.1 acres
(Fill below MHW)
0.1 acres
(C) Other (Fill above MHW) -
N/A
30.6 acres
(temp)
(D) Total Area Disturbed: Approximately tOO.7 acres fill
(E) Primary Nursery Area: No
(F) Water Classification: SAtSB Open: YES
8. PROJECT SUMMARY- The applicant is requesting authorization to conduct additional beaeb
nourishment via truck haul from the ST Wooten and 421 Sand mines.
ME4;rf 0" E
North Carolina Department of EnvirommWal Qualty I Dtvlslon of Coastal Management
MmIngton Office 1 127 Cardnal Drbm Extenstan I WdndrVtom North Cpro4na Z6405
910.796.7215

North Topsail Beach — CAKA Major Permit Modification, No. 79-10
Page Two
9. PROJECT DESCRIPTION:
The project site is located between 102 Scotch Bonnet Drive to 3682 Island Drive, adjacent to the Atlantic
Ocean, in North Topsail Beach, Onslow County. The project site encompasses approximately 3.5 miles of
oceanfront beach. The, project site is adjacent to primarily residential properties as well as infrastructure
for the Town. The project site is bordered by the remainder of the Town limits to the north, the Atlantic
Ocean to the East, and commercial and residential properties to the south and west. The landward dune
system is vegetated primarily American Beach Grass (Ammophila brevifigulata) and Sea Oats (Uniola
paniculata),
The annual long-term erosion rate for this portion of the Town of North Topsail Beach is 0'- 1'/year based
on the Division of Coastal Management's 2020 Annual Erosion Rate maps.
Tbe.Town of North Topsail Beach Land Use Plan does not have the dry sand beach classified. However;
the upland areas of this project are classified as Developed. The adjacent waters of the project site are
classified as SB by the NC Division of Water Resources. The NC Division of Marine Fisheries has NOT
designated the adjacent waters of the Atlantic Ocean as a PrimM Nurse[y Arega, and the waters adjacent
to the proposed project are. predominantly OPEN to the harvesting of shellfish.
The Town of North Topsail Beach currently has a couple beach -related CAMA Major Development
Permits that are active, including CAMA Major Permit No. 79- 10 (Shoreline Stabilization) and No. 191 -
05 (Beach Bulldozing). Permit No. 92-14 was also issued to the Town through variance for a sandbag
revetment in 2014.
CAMA/Dredge and Fill Peffnit No. 79-10 was issued to the Town of North Topsail Beach on July 21,
2010. The permit authorized a Town -wide "shoreline stabilization" project which consisted of dredging a
portion of New River Inlet bar channel, as well as an offshore borrow area. Dredge material from these
areas was authorized to be deposited along the entire ocean front shoreline of North Topsail Beach in five
(5) phases. To date, the Town has completed nourishment work along the majority of the ocean front with
the exception of Phases 2 and 4. On January 10, 2017 a Major Modification was issued to allow truck
haul for renourishmmt of Phase 5. Post -Florence, the applicant requested to modify the permit again to
allow for dune restoration of the Phase 5 area in lieu of beach renourishment. A request was also
submitted to extend the repair area north to include a portion of the Phase 4 area. On November 21, 2019,
a minor modification of the permit was issued to allow the work to include the expanded fill area. The
truck haul project was conducted over the winter of 2019/�O and work was completed in early April. The
sand was sourced from the ST Wooten sand mine and 421 Sand.
PROPOSED PROJECT:
Under this permit modification request, the Town proposes to conduct a truck haul beach nourishment
project along Reach 5. Sand would be sourced and transpc)rted by truck -haul from the ST Wooten sand
mine and 421 Sand, which were the same sources used for the recently completed dune projects.
ST Wooten Sand Mine is located at 220 Sutton Lake Road, Wilmington, NC and the nearby 421 Sand is
located at 5401 Highway 421. The proposed project consists of beach fill only with no additional dune
work proposed through this modification request.
E
North CaroUna DoWnientofEnvironnicatal(luality t Division of coastal Management
WilitilrVton0fte I WCardnail)rtyeEmnsion I VVb4rKjWn. North Carolina 28405
910,796.nlS

North Topsail Beach — CAMA Maj or Permit Modification, No. 79-10
Page Three
According to the application package, the currently proposed project would consist of a maximum
placement volume of 650,099 cubic yards of compatible fill along —18,830 linear feet of shoreline. The
appli cant's plans show a fixed berm elevation of +6' NAVD 88 is proposed with the berm width
averaging approximately 100' (maximum 110'). The flat beach berm would be constructed with a 15:1
waterward slope. Sand placement would extend waterward to approximately - FNAVD 88 to -5'NAVD
88, All fill would be placed waterward of the previously constructed starter dunes from the recent past
projects,
In order to demonstrate the borrow source sand compatibility with native beach material, samples were
previously collected from both mines prior to and during the recent fill project and have been submitted
with the application package. Sand is also washed and processed at the mines prior to stockpi I ing, which
significantly reduces any fine-grained material, and then the sand is screened using a 1/4" screen at the
mine prior to hauling to the project site. As proposed, material will also be staged and transferred to
trucks on the beach at the site to further avoid the potential for foreign gravel material to be introduced
through the transfer process. According to the information provided, sand sampled from ST Wooten is
calculated to have a mean grain size of 0.27mm, with less than 2% fines and less than 0.5% combined
granular and gravel material. Calcium carbonate is also less than 1%. The sand samples from 421 Sand
have a mean grain size of 0.41 mm with 0% fines, approximately 1% of granular material and 0"/o gravel
and calcium carbonate. Prior beach characterization conducted for the native beach calculated a mean
grain size of 0.23mm with a fine material content of 1.5%, granular material at approximately 1%, gravel
at less than 0.5% and calcium carbonate at 26%. Large sediment and shell sampling has not yet been
conducted for the native beach in accordance with the soon -to -be adopted sediment criteria, but is planned
for this October, following the tourist season and would take place prior to construction.
Sand that has been deposited in the fill area by off -road dump trucks would be graded to the design
template by bulldozer. The proposed accessway at Gray Street beach access is shown on the plans. Use of
the access is not expected to impact the dune or dune vegetation. The application also states that all work
would be, conducted in the winter work window from November 16- April 30. Due to the operational
constraints of a truck haul project� they acknowledge the proposed will need to be conducted over the
course of two seasons. As proposed, construction would be conducted during the 2021-2022 winter
window, with the remainder of work being completed during the 2022-2023 winter work window.
An interagency scoping meeting was held for this project on 2/l/2 1. It should be noted that additional
work is also being considered with beach fill placement in Phases I and 2 of the original project area (at
the northern end of the town limits), as discussed in the more recent interagency scoping meeting on
September 13, 202 1. An application for this additional work would follow later in a subsequent
modification request.
10. ANTICIPATED IMPACTS
The proposed project would result in the filling of approximately 30.6 acres of upper beach, with a fill
volume of up to 197,490 cubic yards. An additional 74.8 acres of fill would occur below mean high water
(452,609 cubic yards). The applicant estimates up to 0. 1 acre of area could be disturbed for truck access
onto the beach. Temporary increases in turbidity can be expected during construction, but should be
minimal given the method of construction and dry sand to be used. Temporary impacts to the frontal dune
are also expected to be minimal given the previous dune work already performed and use of the existing
Norkh CaroUna Department of Env"nawntal C&adlty I Division ofCoastal Management
e'DE Wilmington0fte I WCardInalDrWeExtenslon I WilmIngtom North Carolina 28405

North Topsail Beach — CAMA Major Permit Modification, No. 79-10
Page Four
beach access. The applicant is proposing to limit work betwoon November 16 through April 30, thereby
avoiding peak periods of biological activity.
Submitted by: Heather Coats Date: September 20, 2021 Office: Wilmington
r,OxDE
North Cardift-ta Depannient ofEmAronmental(bialtty � DMston of Coastal Management
WilmNton0fte J127Car(UrtalDrlwFxtensIon I WIhnIngton, North Carolina 28405
910.7%.72LS

ROY COOPER
Q0V&7$Qr
ELIZABETH S. BTSER
A�er"
BRAXTON DAVIS
btrecw
Mr. William Younginer
Town of North Topsail Beach
2008 Loggerhead Court
N. Topsail Beach, NC 28460
Dear Mr. Younginer:
NORTH CAROLINA
RM*WVnff"QUaW
October 5, 2021
The Division of Coastal Management hereby acknowledges receipt of your application for State approval of a
Major Modification to the Town's beach nourishment project (State Permit No. 79- 10), located between 102
Scotch Bonnet Drive to 3682 Island Drive, in N. Topsail Beach, Onslow County, and adjacent to the Atlantic
Ocean. It was received as complete on 9/17/21 and appears to be adequate for processing at this tirne, The
projected deadline for making a decision is 12/l/2 1. An additional 75-day review period is provided by law
when such time is necessary to complete the review. If you have not been notified of a final action by the
initial deadline stated above, you should consider the review period extended. Under those circumstances, this
letter will serve as your notice of an extended review. However, an additional letter will be provided on or
about the 75th day.
If this agency does not renda a permit decision within 70 days from 9/17/21 you may request a meeting with
the Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such
a meeting will be held within five working days from the receipt of your written request and shall include the
applicant and project designer/consultant,
NCGS 113A- I 19(b) requires that Notice of an application be posted at the location of the proposed
development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the
property of your proposed development. You should post copies of this notice at a conspicuous point along
the project area where it can be observed by the public. Failure to post this notice could result in an incomplete
application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the
appropriate State or Federal agency. Please contact me if you have any questions and notify me in writing if
you wish to receive a copy of my field report and/or comments from reviewing agencies.
Sincerely,
V14eather Coats
Beach & Inlet Management Projed Coordinator
cc: MHC Files, DCM Fran Way, ATM
Liz Hair, COB Holley Snider, DWR
,��PK.01f-1 North Carolina Dcponrnent of ErMronnwntal QwUty I Dtvision ofCzasW Management
Q - WilmIngtonOff1w I nlCarclinalDrWeFxtension I Wilmington, North C�frollna 29405
Njer04 910.796.7215

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NORTH CAROLINA
Environmental 011ahly
October 6, 2021
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Customer No. 489895
Re.- Major Public Notice for:
0 Town of North Topsail Beach
14ello: Please publish the attached Notice in the Monday, October 11, 2021 issue.
ROY COOPER
Governo,
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director, Division ofCoastal Management
The State Office of Budget & Management requires an original Affidavit of Publication prior to payment for
newspaper advertising.
--Please send both original affidavit and invoieeforpayment to.*
NC Division of Coastal Management, c/o Tanya Pictila, 127 Cardinal Drive Extension, Wilmington, NC 28405.
Contact number: 910-796-7226.
cc:
Thank you for your assistance.
MHC Files
USACE
z q
& Customer Assistance
State ofNorth Caiolma [ Environniental Quality I Coastal Management
127 Caidinal Drive Ext., Arflmington, NC 29405 919 796 7215

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by NCGS 113A-
I I 9(b) that the following application was submitted for a development permit in an Area of Environmental
Concern as designated under the CAMA: On October 5, 2021, the Town ofNorth Topsail Beach requested
to modift State Permit No. 7940for authorization to conduct additional beach nourishment via truck haul
from the ST Wooten & 421 sand mines, for nourishment along the oceanfront beach between 102 Scotch
Bonnet Dr. to 3682 Island Dr. adjacent to the Atlantic Ocean in North Topsail Beach, Onslow County. A
copy of the application can be examined or copied at the office of Heather Coats, N.C. Dept. of Environmental
Quality, Division of Coastal Management, 127 Cardinal Drive Ext., Wilniington, NC 28405, (9-10-796-7302)
during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, NC 28557-3421, prior to November -1, 2021 will be considered in making the pennit
decision. Later comments will be accepted and considered up to the time of permit decision. Project
modification may occur based on review and comment by the public and state and federal agencies. Notice of
the permit decision in these matters will be provided upon written request.

Complete items 1, 2, and 3.
Print your name and address on the reverse
so that we can return the card to you.
a Attach this card to the back of the mailpiece,
or on the front if space permits.
1 . ArUcle Addre-9sed to:
951@0 9402 4703 8323 9734 10
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7014 2120 D003 3922 1748_
PS Form 3811, July 2015 PSN 7530-02-000-9063
Complete items 1, 2, and 3.
Print your name and address on the reverse
so that we can return the card to you.
0 Attach this card to the back of the mallpiece,
or on the front if space permits.
Article Addressed to:
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PS Form 3811, July 2015 PSN 7530-02-000-9053
Domestic Return Receipt

OCEAN HAZARD AEC NOTICE
Project is in an: X Ocean Erodible Area - High Hazard Flood Area - Inlet Hazard Area
Property Owner: Town of North Topsail Beach
Property Address:
Town beachfront- Reach 5
Date Lot Was Platted: NIA
This notice is intended to make you, the applicant, aware of the
special risks and conditions associated with development in this
area, which. is Subject to natural hazards such as storms, erosion
and currents. The rules of the Coastal Resources Commission
require that you receive all AEC Hazard Notice and
acknowledge that notice in writing before a permit for
development call be issued.
The Commission's rules oil building standards, oceanfront
setbacks and durie alterations are designed to minimize, but not
eliminate, property loss from hazards. By granting permits, tile
Coastal Resources Commission does not guarantee the safety of
the development and assumes no liability for future damage to
the development. Permits issued in the Ocean Hazard Area of
Environmental Concern include the condition that structures be
relocated or dismantled if they becorne imminently threatened
by changes in shoreline configuration. The structure(s) must be
relocated or dismantled within two (2) years of becoming
imminently threatened, and in any case upon its collapse or
subsidence.
The best available information, as accepted by the Coastal
Resources Commission, indicates that the annual long-term
average ocean erosion rate for the area where your property
is located is-D--2—feet per year.
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years.
Studies also indicate that tile shoreline could move as much as
135 -15 feet landward in a major storm.
The flood waters in a major storm are predicted to be about
13-16 feet deep in this area.
Preferred oceanfront protection measures are beach nourishment
and relocation of threatened structures. Hard erosion control
structures such as bulkheads, seawalls, revetments, groins, jetties
and breakwaters are prohibited. Temporary sand bags may be
authorized under certain conditions.
The applicant must acknowledge this information and
requirements by signing this notice in the space below. Without
the proper signature, the application will not be complete.
e-1?1—"41
Propetty Own , kfitire Date
SPECIAL, NOTE: This hazard notice is required for
development in areas subject to sudden and massive storms and
erosion. Permits issued for development in this area expire oil
December 3 1 of the third year following the year in which the
permit was issued. Shortly before work begins oil the project
site, the Local Permit Officer must be contacted to determine the
vegetation line and setback distance at your site. If the property
has seen little change since the time of permit issuance, and tile
proposed development can still meet the setback requirement,
the LPO will inform you that you may begin work. Substantial
progress oil the project must be made within 60 days of this
setback determination, or the setback must be re -measured. Also,
the occurrence of a major shoreline change as the result of a
storin within the 60-day period will necessitate re-rileasurement
of the setback. It is important that you check with the LPO
before tile permit expires for official approval to continue the
work after the permit has expired. Generally, if foundation
pilings have been placed and substantial progress is continuing,
permit renewal can be authorized. It is Unlawful to continue
work after permit expiration.
For more inforinafion, contact.,
Heather Coats- Beach & Irliet Mgt Prolect Coordinator- DCM
Local Permit Officer
127 Cardinal Drive Extension, Wilmington, NG 28405
Address
for Town of N Topsail Beach
Locality
910-796-7302
Phone Number
Revised May 2010

DESIGN
ENGINEERING
ATMICONSULTING
August 12, 2021
Heather Coats
Beach & Inlet Management Project Coordinator
Division of Coastal Management
North Carolina Department of Environmental Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: North Topsail Beach Truck Haul Permit Modification — Phase/Reach 5 Beach Fill
Dear Ms. Coats:
Please allow this letter and submittal to serve as a formal request for a permit modification to CAMA
Permit #79-10 to place beach compatible material along North Topsail Beach (NTB). This proposed will
add sand to the upper, interticlal, and lower beach.
Truck hauled sand is being brought in from an upland borrow source. This project is partially funded by
FEMA and will require competitive bidding and two sand mines (ST Wooten Sand and 421 Sand) have
been included as a sand source in this permit modification request. Both of these mines have been
successfully used for recent Surf City and NTB dune restoration projects and have sufficient material for
this project.
Additional information, including project drawings and additional project descriptions, are attached.
Please let me know of any comments or questions.
Sincerely,
Francis J. Way, PE
Attachment: Permit Modification Permit Drawings and Project Description
46b.— APPLIED TECHNOLOGY& MANAGEMENT, INC.
P.O. BOX 20336 - CHARLESTON, SC 29413-0336 - 843.414.1040

FORMS

Dom NP-1
APPLICUION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant(Landowner Information
Business Name
Project Name (if applicable)
10
North Topsail Beach Reach 5 Truck Haul
Applicant 1: First Name
MI
Last Name
William
Younginer (Interim Town Manager)
Applicant 2: First Name
MI
Last Name
N/A
N/A
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PC Box
City
State
2008 Loggerhead Court
N/A
North Topsail Beach
NC
ZIP
Count
-Fgp
hone No.
No.
28460
Onslow
10 - 328 - 1349 ext. 6
TFAX
9 10 - 328 - 4508
Street Address (if different from above)
City
State
ZIP
N/A
Email
[e-mail] and/or [e-mail] (Chief Younginer is Interim Town Manager and Police Chief)
2. Agent(Contractor Information
Business Name
Applied Technology & Management Of North Carolina
(Atm)
Agent/ Contractor 1: First Name
MI
Last Name
Fran
J
Way
Agent/ Contractor 2: First Name
MI
Last Name
N/A
N/A
Mailing Address
PC Box
City
State
941 Houston Northcuft Blvd.
N/A
Mount Pleasant
SC
ZIP
Phone No. 1
--7Phone
No. 2
29464
843 - 414 -
1040 ext.
8
843 - 414 - 1050 ext.
FAX No.
Contractor #
843 414 0155
NC Engineering
Firm License: C-1718
Street Address (if different from above)
City
State
ZIP
N/A
Email
[e-mail]
<Form continues on back>
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Addre s
State Rd. #
OnIsow
102 Scotch Bonnet Drive to 3682 Island Drive
N/A
Subdivision Name
City
State
Zip
N/A
North Topsail Beach
NC
28460-
Phone No.
Lot No. (s) (if many, attach additional page with list)
910 - 328 - 1349 ext. N/A
N/A, I I I
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak River Basin
Atlantic Ocean
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
ENatural E]Manmade F­IUnknown
Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
EYes FlNo
work falls within.
Town of North Topsail Beach
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
18,830
4,387,351 sq ft (100.7 acres)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I I
NWL (normal waterlevel)
(If many lot sizes, please attach additional page with a list)
—6 ft EINHW or ENWL
e. Vegetation on tract
Dune vegetation (sea oats, bitter panicum, etc.) occurs just landward of the proposed project area.
f. Man-made features and uses now on tract
Numerous public and private beach access walkways - recreation
g. Identify and describe the existing land uses admacent to the proposed project site.
Beach public recreation. Dunes and dune walkovers landward of the proposed project. More landward of the dune system,
primarily residential and beach access lots.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
C-1 Conservation District along the Ocean -front
(Attach zoning compliance certificate, if applicable)
R-1 , Residential to the landward side of the dune system
EYes E]No EINA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? E]Yes ENo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. E]Yes ENo EINA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a E]Yes ENo EINA
National Register listed or eligible property?
<Form continues on next page>
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? E]Yes ENo
(ii) Are there coastal wetlands on the site? E]Yes ENo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? E]Yes E]No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use?
ElCommercial EPublic/Government
ElPrivate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
See attached project summary
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.
See attached.
d. List all development activities you propose.
See attached.
e. Are the proposed activities maintenance of an existing project, new work, or both?
New Work
f. What is the approximate total disturbed land area resulting from the proposed project?
100.7 acres E]Sq.Ft or E
Acres
g. Will the proposed project encroach on any public easement, public accessway or other area
E]Yes ENo EINA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
See attached. Sand will be dry when excavated (from a stockpile) and placed (on the beach) therefore no discharges will
occur at North Topsail Beach. The proposed upland sand mines are already permitted
for sand excavation and transport
offsite for various construction projects.
i. Will wastewater or stormwater be discharged into a wetland?
E]Yes ENo EINA
If yes, will this discharged water be of the same salinity as the receiving water?
E]Yes E]No ENA
j. Is there any mitigation proposed?
E]Yes ENo EINA
If yes, attach a mitigation proposal.
<Form continues on back>
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application fonn, (MP- 1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, draw�ngs to distinguish
between work completed and proposed.
c. A site or location map that is sufficiendy 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 apphcation and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management,
Name See Attachment C. Return receipts will be provided at a later date. Phone No.
Address
Name See Attachment C Phone No.
Address
Name - Phone No.
Address
A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
See Attachment A (project narrative), DCM 79-10 (Feb. 2020); SAW 2005-00344 (multiple issue
dates); SAW-2017-02492 (2018)
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
K. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 11 3A 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.
1 7. Certification and Permission to Enter on Land ___1
I understand that any permit issued in response to this application will allow only the development described in the application-,
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project,
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 8/12/2021
Print Name Fran Way
Signature
Please indicate application attachments pertaining to your proposed project,
0DCM MP-2 Excavation and Fill Information EIDCM MP-5 Bridges and Culverts
EDCM MP-3 Upland Development
ODCM MP-4 Structures Information
2 5 2 - 8 0 8 - 2 8 0 8 : : 1-888-4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
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
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization)
Length
-
-
-
-
18,830
Width
-
-
-
-
210-265 ft
average
Avg. Existing
-
-
-
-
NA
NA
6 ft NAVD88
Depth
Final Project
-
-
-
-
NA
NA
6 ft NAVD88
Depth
(sand)
1. EXCA VA TION 0 This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Sand
Material will come from existing permitted upland sand mines (See
attached project summary)
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.
E1CW EISAV F­lSB
OWL NNone
(ii) Describe the purpose of the excavation in these areas:
Sand source
d. High -ground excavation in cubic yards.
650,099 cy. Material will come from existing permitted
upland sand mines (See attached project summary)
2. DISPOSAL OFEXCAVATED MATERIAL El This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Beach (see project narrative)
C. (i) Do you claim title to disposal area?
NYes E]No F­1NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(C", submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
E1CW EISAV F­lSB
OWL ENone
(ii) Describe the purpose of disposal in these areas:
beach renourishment
100.7 Acres. Two Upland Sand Mines (see project
narrative)
d. (i) Will a disposal area be available for future maintenance?
E]Yes E]No ENA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
EYes E]No F­1NA
(ii) If yes, how much water area is affected?
70.1 acres
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06

Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION 0 This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. i ype oT snorenne staNlization: b. Length:
E]Bulkhead E]Riprap E313reakwater/Sill ElOther: Width:
c. Average distance waterward of NHVV or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
BreakwatedSill Other
i. Source of fill material.
f (i) Has there been shoreline erosion during preceding 12
months?
E]Yes E]No EINA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES El This section not applicable
(Excluding Shoreline Stabilization)
a . (i) Will fill material be brought to the site? ElYes E]No El NA b . (i) Will fill material be Dlaced in coastal wetlands/marsh (CM
If yes,
submerged aquatic vegetation (SAV), shelf bottom (SB), or
(ii) Amount of material to be placed in the water 452,609 cy
other wetlands (WQ? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area 100.7 acres
EICW EISAV EISB
(iv) Purpose of fill
_
OWL ENone
Beach renourishment. See project narrative.
(i i) Describe the purpose of the flII in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
b. What type of construction equipment will be used (e.g., dragline,
controlled?
backhoe, or hydraulic dredge)?
Sand will be dry during excavation and placement. See project
Dumptrucks, bull dozers, all -wheel drive dumptrucks, back hoes,
narrative.
and other earhmoving heavy equipment. See project narrative.
c. (i) Will navigational aids be required as a result of the project?
d. (i) Will wetlands be crossed in transporting equipment to project
E]Yes ENo F1NA
site? F_]Yes oNo E]NA
(ii) If yes, explain what type and how they will be implemented.
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
8/11/21
Date
Fran Way
North Topsail Beach Reach 5 Truck Haul
Applicant Name
Project Name
Applicant Signature
252-808-2808 :: 1-888-4RCOAST :: vvww. nccos stal managerrient.. net revised: 12J26106

Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
252-808-2808::1-888-4RCOAST:: www.nccoastaimanagement.net revised: 12/26/06

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. N/A
0
c. Density (give the number of residential units and the units per
acre).
0
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
E]Yes NNo F­1NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
0
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
0
j. Describe proposed method of sewage disposal.
N/A
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
No discharges to occur at the project site.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
See project narrative. No uplands landward of the dune
are planned to be disturbed however 0.1 acres has been
conservatively estimated for the beach access. Fill will be
transferred on the upper beach.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
None. This is beach renourishment only.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
E]Yes E]No ENA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
E]Yes E]No ENA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
E]Yes E]No ENA
If yes, attach appropriate documentation.
252-808-28082::1-888-4RCOAST:: www.nccoastaimanagement.net revised: 12/26/06

Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water suppiy source (e.g., well,
community, public system, etc.)
NIA
o. When was the lot(s) platted and recorded?
N/A
Date
8/12/2021
Project Name
North Topsail Beach Reach 5 Truck Haul
Applicant Name
Fran Way
Applicant Signature
Fc'�
n. (i) Will water be impounded? E]Yes []No nNA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
E]Yes E]No ONA
252-808-2808:.- 1-888-4RCOAST.: www. nc coastal managementnet
revised: 12/26106

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit:
Mailing Address:
Phone Number:
Town of North Topsail Beach
2008 Loggerhead Court
North Topsail Beach, NC 28460
910-328-1349
Email Address: [e-mail]
I certify that I have authorized Fran Way of Applied Technology and Management
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: Beach fill activities in Phase 5 and Phase 1
shoreline reaches using upland borrow area sources via truck haul
at my property located at Phase 5 and Phase 1 shoreline reaches of NTB oceanfront
in Onslow —County.
/ furthermore certify that / am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
... ..... ..
YO a 'v d-'I") oc-le
Print or Type Name
IM4 'A d:Vl—e
Title
0 6 / '2_ T / '�O? /
Date
This certification is valid through

Attachment A
Project Description

North Topsail Beach Reach 5 Truck Haul Project Narrative
August 2021
Overview
The Town of North Topsail Beach (NTB) actively manages and maintains its approximate 11 miles
of coastline. NTB has recently completed a large dune truck haul project and is currently in
process to complete another dune truck haul project this winter (currently on hold until
construction widow re -opens in November). These dune and beach projects continue to provide
beach area for residents and tourists and provide protection to upland infrastructure.
The past few hurricane seasons have brought several major hurricanes near the NTB coastline
causing extensive erosion with Hurricane Florence (2018) and Dorian (2019). The State and
FEMA have contributed funds to NTB for beach/dune recovery efforts from Hurricane Florence
and Dorian.
Figure 1: Overview of NTB reacheslphases of shoreline.
North Topsail Beach has 5 reaches (also referred to as phases) of shoreline, beginning at
Phase/Reach 1 along the New River Inlet at the north, down to Phase/Reach 5 which terminates
at the Surf City border (see Figure 1).
1

Project Purpose
The purpose of the proposed project is to provide much needed sand to the Reach 5 section of
beach along North Topsail Beach. This sand will be placed on the upper, intertidal and lower
beach (no dune placement is proposed). North Topsail Beach, along with a large portion of the
North Carolina shore, have been subject to several major hurricanes over the last few hurricane
seasons. These major hurricanes bring high tides and energetic seas that quickly erode beach
berms and dunes and leave upland infrastructure vulnerable. The Town of North Topsail beach
plans to renourish all of Reach 5 to provide protection to the existing dunes, upland, and
infrastructure adjacent to the beach.
Project Description
The proposed project includes excavating sand from an existing permitted upland sand mine
(sand mine details are attached) and trucking sand via dump trucks from the mine to the beach.
Sand will be placed on the beach in a staging area by the dump trucks, loaded on an off -road
dump truck by excavator, and then trucked from the beach access to the appropriate dumping
locations. The sand will then be spread and graded to match lines shown on the attached plans
by a combination of bull dozers and front-end loaders. This is the same general activity that the
town has performed the last two years (during the winter/spring environmental window).
The transfer of sand from the on -road dump truck to the off -road dump trump will occur on the
upper beach at the beach access. This is to ensure no incompatible materials are introduced
during the sand transfer.
Reach 5 starts at the Surf City/NTB border and continues east to 3682 Island Drive. This section
of beach will be accessed at the existing Gray Street beach access. The proposed berm elevation
is +6-foot NAVD88 with a 1V:15H seaward slope. The average berm width is 100 feet wide
stretching across -18,830 feet of beach and will require an average of 35.5 cy/ft of material.
The trucking operations will utilize major roads during hauling and the off -road trucks will avoid
existing dunes and vegetation. No dune or dune vegetation modifications are planned, and only
existing beach accesses will be used. Sand placed in the beach berm will not cover any existing
vegetation.
Table 1 presents a list of the project characteristics for each Reach 5.
Table 1: Proposed Beach Renourishment Information for Reach 5
ITEM
Reach 5
Berm Width (ft)
90-110
Berm Height (ft NAVD88)
6
Unit Volume (cy/ft)
29.3-49.9
Overall Length (ft)
18,830
Overall Footprint (acres)
100.7
Footprint Seaward M HW (acres)
70.1
Overall Volume (cy)
650,099
Fill placed below MHW (cy)
452,609
PJ

Proiect Timin
The project is planned to occur during the next two winter environmental windows (i.e., outside of
turtle nesting season). The Reach 5 project is too large to construct during the next environmental
window (November 16, 2021, to April 30, 2022) which is approximately 5.5 months in duration.
Therefore, from a planning standpoint, Reach 5 material placement will also occur from November
16, 2022 to April 30, 2023.
Proiect Permit Drawinas
Project permit drawings are attached to the end of this document in Appendix B.
The attached set of construction plans includes bathymetric and topographic data immediately
following Hurricane Isaias (September 2020). The mean high water (MHVY) and mean low water
(MLVY) lines are based on elevations gathered during the September 2020 post -Isaias survey
effort.
Table 2 presents an overview of the proposed project fill placements for the established annual
monitoring stations.
Table 2: Reach 5 Template
Area
Distance
Volume
Volume
Volume
Station
(ft)
(ft)
(cf)
(CY)
(CY/ft)
580+00
0
0.0
200
90,020
3,334
582+00
900
33.3
998
1 894,302
33,122
590+00
892
33.0
998
1,118,041
41,409
600+00
1,348
49.9
997
1,291,327
47,827
610+00
1,242
46.0
996
1,095,249
40,565
620+00
95
35.5
998
943,443
34,942
630+00
934
34.6
1,004
997,383
36,940
640+00
1,054
39.0
1,000
1,074,665
39,802
650+00
1,096
40.6
1,002
1,075,675
39,840
660+00
1,052
39.0
992
955,808
35,400
670+00
876
32.4
995
846,944
31,368
680+00
827
30.6
998
809,237
29,972
690+00
796
29.5
Area
Distance
Volume
Volume
Volume
Station
(ft)
(ft)
(cf)
(CY)
(CY/ft)
690+00
796
29.5
992
902,796
33,437
700+00
1,025
38.0
998
1,019,409
37,756
710+00
1,016
37.6
993
971,908
35,997
720+00
941
34.8
999
915,728
33,916
730+00
892
33.0
998
864,295
32,011
740+00
840
31.1
1,001
880,762
32,621
750+00
919
34.0
200
171,460
6,350
760+00
796
29.5
700
555,170
20,562
767+00
790.6
29.3
200
79,060
2,928
769+00
0
0.0
Total
19,261
17,552,681
650,

Truck Beach Access
One beach access is identified for the project. The stockpile and rehandling area is required to
transfer the truck -hauled material to all -wheel -drive dump trucks that travel on the beach. The
transfer will occur on the beach to ensure material quality. Excavators and other heavy equipment
will load the all -wheel -drive dump trucks. Dozers and similar heavy equipment will shape and
construct the beach berm.
Coordination with NTB public works will occur to ensure minimal disturbance at the beach access.
Truck beach access will be restored to original conditions following project completion if
necessary. This impact area is conservatively estimated at 0.1 acres, though the area will likely
require no modifications for use as they are actively used by town safety and emergency vehicles.
Pre -submittal Scoping Meeting
An interagency pre -submittal scoping meeting was hosted by NCDEQ on February 1, 2021, to
discuss the project prior to application submittal.
• The prqlect proponent (Fran Way of ATM) hereby certfes that all information contained herein is
true, accurate, and complete to the best of my knowledge and belief
• The prqlect proponent (Fran Way qfATM) hereby requests that the cert�fyjng authority review and take
action on this CWA 401 certification request within the applicable reasonable period of time.
Florence & Dorian FEMA Mitigation
The Reach 5 template has qualified for FEMA Hurricane Florence "Category G" and Hurricane
Dorian "Category G" damages.
Project Permit
The DCM permit modification is for 79-10. This permit was most recently used for the 2020/2021
dune truck haul project. The proposed project will have no dune feature and only proposes to
place sand on the upper, intertidal, and lower beach.
Upland Sand Source
Two upland sand mines have been identified for the proposed project. Both sand mines have
successfully been used for Surf City and NTB truck haul projects and these mines are:
1. ST Wooten
2. 421 Sand
Information on both sites is provided in the following sections. Both upland mines provide
processed sand to mix for concrete, asphalt, and mortar. Processed sand is sand that is
hydraulically dredged at the mine and run through a classifier. This sand is referred to as "washed
and processed" as a result and is very uniform with very few fines and gravel. The clean and
well sorted sand is essential for successful large-scale construction projects. This product is also
ideal beach sand as a result of the washing and processing.
Sand is dried via stockpiling/air drying at the mine prior to loading and trucking offsite. Similar to
the previous permit modification, material will be screened at the borrow area prior to hauling to
0

the project site. All material dredged for use on the beach will be screened with a V screen at
the sand mine site.
Both sites have been contacted about the project and both sites have confirmed that they have
enough material for the proposed project and that this is the same material that was used for
previous Surf City and NTB dune projects. Both sites have ample volumes available for the
proposed project (650,099 cy) even when accounting for the separate truck haul efforts (dune
project, etc.) and other sand clients. However they do like to have some lead time (ideally a few
months) to stockpile enough sand to keep up with production during active truck hauling.
Sand Compatibility
Table 3 presents summary compatibility for the native beach as well as the two sand mines.
This data was sourced from the NTB 2009 EIS (for native beach characteristics) and the NTB
and Surf City permit modification requests/projects (for the project sand). Additional sediment
data from the recently placed sand haul projects is also available and can be provided upon
request (although this data has been previously submitted to DCM during project construction).
Both sand mines are compatible with native beach sand based on DCM sediment criteria
thresholds. Sediment granulometric data is provided at the end of this document from both
mines.
Table 3: Sediment compatibility summary
Fine %
Sand %
Granular%
Gravel%
Calcium
Mean
(<0.0625
(0.0625-
(2.0 to 4.76
(4.76-
Carbonate
Site
(m M)
mm)
2.00 mm)
mm)
76.0 mm)
%
ST Wooten
Mine
0.27
1.8
97.8
0.3
0.1
<1
421 Sand
0.41
0.0
98.9
1.1
0.0
0
NTB Native
0.23
1.5
97
1.07
0.43
26
NTB+CRC
Threshold
N/A
6.5
N/A
6.07
5.43
41
*N/A=not applicable (not a sediment criterion)
Large Sediment and Shell Sampling:
Note that large sediment and shell sampling is scheduled to occur in October 2021 (following
tourist season) and that this data will be provided to DCM when available.
Sand Availability
Both ST Wooten and 421 Sand have significant sand available at their active mines. Greater
than 2 million cubic yards (cy) is available at each mine. ATM staff have contacted both mines
to ensure that existing mines have adequate material for the proposed project.
Sand Mine Information
Sand mine information for 421 Sand and ST Wooten is provided below.
61

421 Sand Mine
The 421 Sand mine is located at 5401 Highway 421 in Wilmington, NC just north of the New
Hanover County landfill. Mr. Dennis Earp is the plant manager and can be reached at:
Email: Dennis@421 sand. com
Office Phone: [phone]
Cell Phone: [phone]
www.421sand.com
Figure 2 presents the location of the 412 Sand Mine
Figure 2: 421 Sand mine location
A small Ellicott Dredge sits in the sand pit borrow area excavating material via cutter suction.
Sand is initially screened by a 3/8" mesh and any material coarser than 3/8" is kicked out to a
discard pile. Any material passing the initial screening is then classified in a tank where it is
washed for fines and separated based upon grain size. The plant carries two main, screened
sand sizes, 2S (asphalt and concrete sand) and 4S (mortar sand). CM Mitchell provided TI
Coastal with sand samples in September 2019 which were sieved within TI Coastal's
geotechnical lab. The average grain size for the 2S sand was 0.5 mm and the 4S sand was 0.33
mm.
The screening process effectively removed all large pebbles and stones as well as vegetative
debris. Because the material is dredged and then washed in the sieving process, all fines

(passing the 230 sieve or less than 0.0625 mm) have been removed from the final product. The
onsite stockpiles consist of a mix of the 2S and 4S graded sands with a combined average grain
size of 0.41 mm and 0.0% calcium carbonates. Munsell colors of the 421 Sand were 10YR 7/3
(wet) and 10YR 8/2 (dry) (source, TI Coastal).
ST WOOTEN
The ST Wooten site is located at 226 Sutton Lake Road near Highway 140. Figure 3 presents
the location of ST Wooten.
ligure 3: ST Wooten location.
ST WOOTEN CONTACT INFO:
Brian Gurganus, Vice President
S.T. Wooten Corporation
P.O. Box 2408
3801 Black Creek Road
Wilson, N.C. 27894
Phone: [phone]
[e-mail]
www.stwcorp.com
The ST Wooten sand processing is very similar to that of the 421 Sand site as both of these
mines serve the same clients and industries. Note that extensive geotechnical testing and
gradation analyses were conducted to determine the Fineness Modulus (FM) of the material. Of
course this geotechnical analysis was for the in -situ material and not the final processed sand
used for the dune restoration.

Granulometric Data
421 Sand
ST Wooten

421 SAND
SAND SAMPLE
GRANULARMETRIC DATA

Granularmetric Report
Depths and elevations based on measured values
TI toasta I
E--= F;,' \/ I C-- FE --�, 1 1`4 C---
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: CM Mitchell Sand Samples 2019
Sample Name: 19-42lSand-2S-01
Analysis Date: 09-17-19
Analyzed By: PRD
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
ri�
USCS
SW
Munsell
Wet - 10YR-7/3
Dry -10YR-8/2
Comments
Dry Weight (g):
228.60
Wash Weight (g):
228.60
Pan Retained (g):
0.00
Sieve Loss (%):
0.74
Fines
#206): 0.74
#230 - 0.741
Organics
Carbonates (%):
0.00
Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
3/4"
-4.25
19.03
0.00
0.00
0.00
0.00
3/8"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.20
0.09
0.20
0.09
5
-2.00
4.00
0.70
0.31
0.90
0.39
7
-1.50
2.83
1.30
0.57
2.20
0.96
10
-1.00
2.00
2.70
1.18
4.90
2.14
14
-0.50
1.41
8.20
3.59
13.10
5.73
18
0.00
1.00
15.10
6.61
28.20
12.34
25
0.50
0.71
32.50
14.22
60.70
26.55
35
1.00
0.50
41.30
18.07
102.00
44.62
45
1.50
0.35
53.20
23.27
155.20
67.89
60
2.00
0.25
41.30
18.07
196.50
85.96
70
2.25
0.21
12.80
5.60
209.30
91.56
80
2.50
0.18
8.70
3.81
218.00
95.36
100
2.75
0.15
6.20
2.71
224.20
98.08
120
3.00
0.13
1.40
0.61
225.60
98.69
170
3.50
0.09
1.20
0.52
226.80
99.21
200
3.75
0.07
0.10
0.04
226.90
99.26
230
4.00
0.06
0.00
0.00
226.90
99.26
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.48
1.95
1.70
1.12
0.45
0.13
-0.60
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.03
0.49
0.91
-0.47
3.42

Granularmetric Report
Depths and elevations based on measured values
TI toasta I
E--= F;,' \/ I C-- FE --�, 1 1`4 C---
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: CM Mitchell Sand Samples 2019
Sample Name: 19-42lSand-2S-02
Analysis Date: 09-17-19
Analyzed By: PRD
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
ri�
USCS
SW
Munsell
Wet - 10YR-7/3
Dry -10YR-8/3
Comments
Dry Weight (g):
224.50
Wash Weight (g):
224.50
Pan Retained (g):
0.00
Sieve Loss (%):
0.40
Fines
#206): 0.40
#230 - 0.401
Organics
Carbonates (%):
0.00
Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
3/4"
-4.25
19.03
0.00
0.00
0.00
0.00
3/8"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.30
0.13
0.30
0.13
7
-1.50
2.83
1.60
0.71
1.90
0.85
10
-1.00
2.00
2.90
1.29
4.80
2.14
14
-0.50
1.41
9.00
4.01
13.80
6.15
18
0.00
1.00
16.50
7.35
30.30
13.50
25
0.50
0.71
33.30
14.83
63.60
28.33
35
1.00
0.50
46.20
20.58
109.80
48.91
45
1.50
0.35
47.80
21.29
157.60
70.20
60
2.00
0.25
37.20
16.57
194.80
86.77
70
2.25
0.21
12.40
5.52
207.20
92.29
80
2.50
0.18
9.30
4.14
216.50
96.44
100
2.75
0.15
5.00
2.23
221.50
98.66
120
3.00
0.13
1.50
0.67
223.00
99.33
170
3.50
0.09
0.60
0.27
223.60
99.60
200
3.75
0.07
0.00
0.00
223.60
99.60
230
4.00
0.06
0.00
0.00
223.60
99.60
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.41
1.92
1.64
1.03
0.39
0.08
-0.64
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.97
0.51
0.91
-0.36
3.04

Granularmetric Report
Depths and elevations based on measured values
TI toasta I
E--= F;,' \/ I C-- FE --�, 1 1`4 C---
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: CM Mitchell Sand Samples 2019
Sample Name: 19-42lSand-4S-01
Analysis Date: 09-17-19
Analyzed By: PRD
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
ri�
USCS
SIP
Munsell
Wet - 10YR-7/3
Dry -10YR-8/2
Comments
Dry Weight (g):
218.40
Wash Weight (g):
218.40
Pan Retained (g):
0.00
Sieve Loss (%):
0.73
Fines
#206): 0.73
#230 - 0.731
Organics
Carbonates (%):
0.00
Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
3/4"
-4.25
19.03
0.00
0.00
0.00
0.00
3/8"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.00
0.00
0.00
0.00
10
-1.00
2.00
0.50
0.23
0.50
0.23
14
-0.50
1.41
1.60
0.73
2.10
0.96
18
0.00
1.00
3.80
1.74
5.90
2.70
25
0.50
0.71
10.30
4.72
16.20
7.42
35
1.00
0.50
23.10
10.58
39.30
17.99
45
1.50
0.35
44.40
20.33
83.70
38.32
60
2.00
0.25
62.50
28.62
146.20
66.94
70
2.25
0.21
26.80
12.27
173.00
79.21
80
2.50
0.18
24.50
11.22
197.50
90.43
100
2.75
0.15
14.10
6.46
211.60
96.89
120
3.00
0.13
3.00
1.37
214.60
98.26
170
3.50
0.09
2.10
0.96
216.70
99.22
200
3.75
0.07
0.10
0.05
216.80
99.27
230
4.00
0.06
0.00
0.00
216.80
99.27
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.68
2.36
2.16
1.70
1.17
0.91
0.24
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.61
0.33
0.73
-0.65
3.67

Granularmetric Report
Depths and elevations based on measured values
TI toasta I
E--= F;,' \/ I C-- FE --�, 1 1`4 C---
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: CM Mitchell Sand Samples 2019
Sample Name: 19-42lSand-4S-02
Analysis Date: 09-17-19
Analyzed By: PRD
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
ri�
USCS
SIP
Munsell
Wet - 10YR-7/3
Dry -10YR-8/2
Comments
Dry Weight (g):
219.40
Wash Weight (g):
219.40
Pan Retained (g):
0.00
Sieve Loss (%):
0.27
Fines
#206): 0.32
#230 - 0.271
Organics
Carbonates (%):
0.00
Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
3/4"
-4.25
19.03
0.00
0.00
0.00
0.00
3/8"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.00
0.00
0.00
0.00
10
-1.00
2.00
0.10
0.05
0.10
0.05
14
-0.50
1.41
1.30
0.59
1.40
0.64
18
0.00
1.00
4.10
1.87
5.50
2.51
25
0.50
0.71
11.80
5.38
17.30
7.89
35
1.00
0.50
27.00
12.31
44.30
20.19
45
1.50
0.35
48.80
22.24
93.10
42.43
60
2.00
0.25
61.50
28.03
154.60
70.46
70
2.25
0.21
26.60
12.12
181.20
82.59
80
2.50
0.18
22.60
10.30
203.80
92.89
100
2.75
0.15
10.70
4.88
214.50
97.77
120
3.00
0.13
2.80
1.28
217.30
99.04
170
3.50
0.09
1.30
0.59
218.60
99.64
200
3.75
0.07
0.10
0.05
218.70
99.68
230
4.00
0.06
0.10
0.05
218.80
99.73
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.61
2.28
2.09
1.64
1.11
0.83
0.23
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.56
0.34
0.71
-0.5
3.26

Granularmetric Report
Depths and elevations based on measured values
TI toasta I
E--= F;,' \/ I C-- FE --�, 1 1`4 C---
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: CM Mitchell Sand Samples 2019
Sample Name: 421 Sand Average
Analysis Date: 11-07-19
Analyzed By: JCP
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
ri�
USCS
SW
Munsell
Wet - 10YR-7/3
Dry -10YR-8/2
Comments
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.00
Sieve Loss (%):
0.01
Fines (%):
#230 - 0.01
Organics �/o):
Carbonates %)
0.00
Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.02
0.02
0.02
0.02
5
-2.00
4.00
0.11
0.11
0.13
0.13
7
-1.50
2.83
0.32
0.32
0.45
0.45
10
-1.00
2.00
0.69
0.69
1.14
1.14
14
-0.50
1.41
2.24
2.24
3.38
3.38
18
0.00
1.00
4.42
4.42
7.80
7.80
25
0.50
0.71
9.84
9.84
17.64
17.64
35
1.00
0.50
15.46
15.46
33.10
33.10
45
1.50
0.35
21.90
21.90
55.00
55.00
60
2.00
0.25
22.94
22.94
77.94
77.94
70
2.25
0.21
8.93
8.93
86.87
86.87
80
2.50
0.18
7.41
7.41
94.28
94.28
100
2.75
0.15
4.09
4.09
98.37
98.37
120
3.00
0.13
0.99
0.99
99.36
99.36
170
3.50
0.09
0.59
0.59
99.95
99.95
200
3.74
0.07
0.03
0.03
99.98
99.98
230
4.00
0.06
0.01
0.01
99.99
99.99
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.54
2.17
1.94
1.39
0.74
0.42
-0.32
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.29
0.41
0.87
-0.6
3.42

Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: North Topsail Dune Truck Haul
Sample Name: 2021 -NTB-1 022-DC
Analysis Date: 05-20-01
Analyzed By: HDM
Easting (ft):
2,486,371
Northing (ft):
279,869
Coordinate System: 7%
North Carolina State Plane
Elevation (ft)
14.8 NAVD 88
USCS
SW
Munsell:
Wet - 10YR-7/4
Dry-10YR-8/2
I Comments
Dry Weight (g):
212.10
Wash Weight (g):
212.10
Pan Retained (g):
0.10
Sieve Loss (%):
0.38
Fines (%):
#230 - 0.421
Organics �/o):
Carbonates (%):
0.25
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.30
0.14
0.30
0.14
5
-2.00
4.00
0.20
0.09
0.50
0.24
7
-1.50
2.83
0.80
0.38
1.30
0.61
10
-1.00
2.00
2.80
1.32
4.10
1.93
14
-0.50
1.41
8.20
3.87
12.30
5.80
18
0.00
1.00
15.30
7.21
27.60
13.01
25
0.50
0.71
29.30
13.81
56.90
26.83
35
1.00
0.50
44.60
21.03
101.50
47.85
45
1.50
0.35
50.20
23.67
151.70
71.52
60
2.00
0.25
36.40
17.16
188.10
88.68
70
2.25
0.21
11.10
5.23
199.20
93.92
80
2.50
0.18
7.60
3.58
206.80
97.50
100
2.75
0.15
3.20
1.51
210.00
99.01
120
3.00
0.13
0.80
0.38
210.80
99.39
170
3.50
0.09
0.40
0.19
211.20
99.58
200
3.74
0.07
0.00
0.00
211.20
99.58
230
4.00
0.06
0.00
0.00
211.20
99.58
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.33
1.86
1.60
1.05
0.43
0.11
-0.60
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.97
0.51
0.87
-0.48
3.39

Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: North Topsail Dune Truck Haul
Sample Name: 2021 -NTB-1 022-DT
Analysis Date: 05-20-21
Analyzed By: HDM
Easting (ft):
2,486,388
Northing (ft):
279,841
Coordinate System:
North Carolina State Plane
Elevation (ft):
4.8 NAVD 88
USCS
SW
Munsell:
Wet - 10YR-7/4
Dry-10YR-8/2
I Comments
Dry Weight (g):
207.50
Wash Weight (g):
207.50
Pan Retained (g):
0.30
Sieve Loss (%):
0.39
Fines (%):
#230 - 0.531
Organics �/o):
Carbonates (%):
0.62
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.40
0.19
0.40
0.19
7
-1.50
2.83
1.00
0.48
1.40
0.67
10
-1.00
2.00
2.80
1.35
4.20
2.02
14
-0.50
1.41
7.90
3.81
12.10
5.83
18
0.00
1.00
14.30
6.89
26.40
12.72
25
0.50
0.71
29.70
14.31
56.10
27.04
35
1.00
0.50
40.50
19.52
96.60
46.55
45
1.50
0.35
50.90
24.53
147.50
71.08
60
2.00
0.25
38.70
18.65
186.20
89.73
70
2.25
0.21
10.00
4.82
196.20
94.55
80
2.50
0.18
5.50
2.65
201.70
97.20
100
2.75
0.15
3.40
1.64
205.10
98.84
120
3.00
0.13
0.70
0.34
205.80
99.18
170
3.50
0.09
0.60
0.29
206.40
99.47
200
3.74
0.07
0.00
0.00
206.40
99.47
230
4.00
0.06
0.00
0.00
206.40
99.47
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.29
1.85
1.61
1.07
0.43
0.11
-0.61
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.97
0.51
0.86
-0.48
3.26

Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: North Topsail Dune Truck Haul
Sample Name: 2021 -NTB-1 024-DC
Analysis Date: 05-20-21
Analyzed By: HDM
Easting (ft):
2,486,556
Northing (ft):
279,961
Coordinate System: 7%
North Carolina State Plane
Elevation (ft)
14.7 NAVD 88
USCS
SIP
Munsell:
Wet - 10YR-7/4
Dry-10YR-8/2
I Comments
Dry Weight (g):
210.20
Wash Weight (g):
210.20
Pan Retained (g):
0.10
Sieve Loss (%):
0.00
Fines (%):
#230 - 0.051
Organics �/o):
Carbonates (%):
1.00
Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.30
0.14
0.30
0.14
7
-1.50
2.83
0.20
0.10
0.50
0.24
10
-1.00
2.00
0.80
0.38
1.30
0.62
14
-0.50
1.41
2.90
1.38
4.20
2.00
18
0.00
1.00
5.70
2.71
9.90
4.71
25
0.50
0.71
12.80
6.09
22.70
10.80
35
1.00
0.50
26.20
12.46
48.90
23.26
45
1.50
0.35
46.00
21.88
94.90
45.15
60
2.00
0.25
61.50
29.26
156.40
74.41
70
2.25
0.21
19.30
9.18
175.70
83.59
80
2.50
0.18
20.80
9.90
196.50
93.48
100
2.75
0.15
10.10
4.80
206.60
98.29
120
3.00
0.13
2.10
1.00
208.70
99.29
170
3.50
0.09
1.30
0.62
210.00
99.90
200
3.74
0.07
0.00
0.00
210.00
99.90
230
4.00
0.06
0.10
0.05
210.10
99.95
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.58
2.26
2.02
1.58
1.04
0.71
0.02
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.48
0.36
0.79
-0.79
4.12

Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: North Topsail Dune Truck Haul
Sample Name: 2021 -NTB-1 024-DT
Analysis Date: 05-20-21
Analyzed By: HDM
Easting (ft):
2,486,571
Northing (ft):
279,933
Coordinate System:
North Carolina State Plane
Elevation (ft):
4.1 NAVD 88
USCS
SW
Munsell:
Wet - 10YR-7/4
Dry-10YR-8/2
I Comments
Dry Weight (g):
213.30
Wash Weight (g):
213.30
Pan Retained (g):
0.40
Sieve Loss (%):
0.09
Fines (%):
#230 - 0.281
Organics �/o):
Carbonates (%):
0.79
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.30
0.14
0.30
0.14
7
-1.50
2.83
0.80
0.38
1.10
0.52
10
-1.00
2.00
1.80
0.84
2.90
1.36
14
-0.50
1.41
5.70
2.67
8.60
4.03
18
0.00
1.00
10.60
4.97
19.20
9.00
25
0.50
0.71
22.80
10.69
42.00
19.69
35
1.00
0.50
37.70
17.67
79.70
37.37
45
1.50
0.35
49.20
23.07
128.90
60.43
60
2.00
0.25
45.30
21.24
174.20
81.67
70
2.25
0.21
17.20
8.06
191.40
89.73
80
2.50
0.18
12.30
5.77
203.70
95.50
100
2.75
0.15
6.40
3.00
210.10
98.50
120
3.00
0.13
1.60
0.75
211.70
99.25
170
3.50
0.09
0.90
0.42
212.60
99.67
200
3.74
0.07
0.10
0.05
212.70
99.72
230
4.00
0.06
0.00
0.00
212.70
99.72
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.48
2.07
1.84
1.27
0.65
0.33
-0.40
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.19
0.44
0.87
-0.55
3.36

Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: North Topsail Dune Truck Haul
Sample Name: 2021 -NTB-1 026-DC
Analysis Date: 05-24-21
Analyzed By: HDM
Easting (ft):
2,486,724
Northing (ft):
280,061
Coordinate System: 7%
North Carolina State Plane
Elevation (ft)
14.9 NAVD 88
USCS
SIP
Munsell:
Wet - 10YR-7/4
Dry-10YR-8/2
I Comments
Dry Weight (g):
213.30
Wash Weight (g):
213.30
Pan Retained (g):
0.30
Sieve Loss (%):
0.19
Fines (%):
#230 - 0.331
Organics �/o):
Carbonates (%):
0.75
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.10
0.05
0.10
0.05
7
-1.50
2.83
0.00
0.00
0.10
0.05
10
-1.00
2.00
0.20
0.09
0.30
0.14
14
-0.50
1.41
0.50
0.23
0.80
0.38
18
0.00
1.00
1.40
0.66
2.20
1.03
25
0.50
0.71
4.70
2.20
6.90
3.23
35
1.00
0.50
15.10
7.08
22.00
10.31
45
1.50
0.35
40.00
18.75
62.00
29.07
60
2.00
0.25
68.00
31.88
130.00
60.95
70
2.25
0.21
32.50
15.24
162.50
76.18
80
2.50
0.18
29.00
13.60
191.50
89.78
100
2.75
0.15
15.20
7.13
206.70
96.91
120
3.00
0.13
3.90
1.83
210.60
98.73
170
3.50
0.09
1.80
0.84
212.40
99.58
200
3.74
0.07
0.20
0.09
212.60
99.67
230
4.00
0.06
0.00
0.00
212.60
99.67
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.68
2.39
2.23
1.83
1.39
1.15
0.62
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.77
0.29
0.63
-0.73
4.62

Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: North Topsail Dune Truck Haul
Sample Name: 2021 -NTB-1 026-DT
Analysis Date: 05-24-21
Analyzed By: HDM
Easting (ft):
2,486,740
Northing (ft):
280,035
Coordinate System:
North Carolina State Plane
Elevation (ft):
5.5 NAVD 88
USCS
SIP
Munsell:
Wet - 10YR-7/4
Dry-10YR-8/2
I Comments
Dry Weight (g):
209.50
Wash Weight (g):
209.50
Pan Retained (g):
0.50
Sieve Loss (%):
0.24
Fines (%):
#230 - 0.481
Organics �/o):
Carbonates (%):
0.56
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.10
0.05
0.10
0.05
10
-1.00
2.00
0.10
0.05
0.20
0.10
14
-0.50
1.41
0.40
0.19
0.60
0.29
18
0.00
1.00
1.10
0.53
1.70
0.81
25
0.50
0.71
4.50
2.15
6.20
2.96
35
1.00
0.50
13.00
6.21
19.20
9.16
45
1.50
0.35
42.90
20.48
62.10
29.64
60
2.00
0.25
73.50
35.08
135.60
64.73
70
2.25
0.21
31.10
14.84
166.70
79.57
80
2.50
0.18
21.50
10.26
188.20
89.83
100
2.75
0.15
14.40
6.87
202.60
96.71
120
3.00
0.13
3.20
1.53
205.80
98.23
170
3.50
0.09
2.40
1.15
208.20
99.38
200
3.74
0.07
0.20
0.10
208.40
99.47
230
4.00
0.06
0.10
0.05
208.50
99.52
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.69
2.36
2.17
1.79
1.39
1.17
0.66
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.75
0.30
0.61
-0.52
4.51

Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: North Topsail Dune Truck Haul
Sample Name: 2021 -NTB-1 028-DC
Analysis Date: 05-26-21
Analyzed By: JLO
Easting (ft):
2,486,892
Northing (ft):
280,160
Coordinate System: 7%
North Carolina State Plane
Elevation (ft)
14.3 NAVD 88
USCS
SW
Munsell:
Wet - 10YR-7/3
Dry-10YR-8/2
I Comments
Dry Weight (g):
213.40
Wash Weight (g):
213.40
Pan Retained (g):
0.10
Sieve Loss (%):
0.37
Fines (%):
#230 - 0.421
Organics �/o):
Carbonates (%):
0.99
Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.50
0.23
0.50
0.23
5
-2.00
4.00
0.30
0.14
0.80
0.37
7
-1.50
2.83
0.50
0.23
1.30
0.61
10
-1.00
2.00
1.90
0.89
3.20
1.50
14
-0.50
1.41
5.50
2.58
8.70
4.08
18
0.00
1.00
10.10
4.73
18.80
8.81
25
0.50
0.71
23.10
10.82
41.90
19.63
35
1.00
0.50
35.70
16.73
77.60
36.36
45
1.50
0.35
52.70
24.70
130.30
61.06
60
2.00
0.25
49.90
23.38
180.20
84.44
70
2.25
0.21
14.70
6.89
194.90
91.33
80
2.50
0.18
9.10
4.26
204.00
95.60
100
2.75
0.15
6.00
2.81
210.00
98.41
120
3.00
0.13
1.30
0.61
211.30
99.02
170
3.50
0.09
1.00
0.47
212.30
99.48
200
3.74
0.07
0.10
0.05
212.40
99.53
230
4.00
0.06
0.10
0.05
212.50
99.58
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.46
1.99
1.80
1.28
0.66
0.33
-0.40
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.18
0.44
0.86
-0.7
4.17

Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: North Topsail Dune Truck Haul
Sample Name: 2021 -NTB-1 028-DT
Analysis Date: 05-26-21
Analyzed By: JLO
Easting (ft):
2,486,904
Northing (ft):
280,136
Coordinate System:
North Carolina State Plane
Elevation (ft):
6.6 NAVD 88
USCS
SW
Munsell:
Wet - 10YR-7/3
Dry-10YR-8/2
I Comments
Dry Weight (g):
216.10
Wash Weight (g):
216.10
Pan Retained (g):
0.20
Sieve Loss (%):
0.37
Fines (%):
#230 - 0.461
Organics �/o):
Carbonates (%):
1.65
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.20
0.09
0.20
0.09
7
-1.50
2.83
0.60
0.28
0.80
0.37
10
-1.00
2.00
1.40
0.65
2.20
1.02
14
-0.50
1.41
3.70
1.71
5.90
2.73
18
0.00
1.00
6.90
3.19
12.80
5.92
25
0.50
0.71
14.90
6.89
27.70
12.82
35
1.00
0.50
27.60
12.77
55.30
25.59
45
1.50
0.35
42.50
19.67
97.80
45.26
60
2.00
0.25
51.50
23.83
149.30
69.09
70
2.25
0.21
25.30
11.71
174.60
80.80
80
2.50
0.18
22.80
10.55
197.40
91.35
100
2.75
0.15
12.60
5.83
210.00
97.18
120
3.00
0.13
3.30
1.53
213.30
98.70
170
3.50
0.09
1.60
0.74
214.90
99.44
200
3.74
0.07
0.20
0.09
215.10
99.54
230
4.00
0.06
0.00
0.00
215.10
99.54
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.66
2.33
2.13
1.60
0.98
0.62
-0.14
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.47
0.36
0.86
-0.78
3.75

ST WOOTEN
SAND SAMPLE
GRANULARMETRIC DATA

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, I M C---
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2019-NTB-622-DC
Analysis Date: 12-17-19
Analyzed By: PRID
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
ri�
USCS
SW
Munsell
Wet - 10YR-7/2
Dry -10YR-8/2
Comments
Dry Weight (g):
203.90
Wash Weight (g):
203.90
Pan Retained (g):
0.40
Sieve Loss (%):
0.78
Fines (%):
#230 - 0.98
Organics �/o):
Carbonates (%
0.50
=-
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.60
0.29
0.60
0.29
5
-2.00
4.00
0.40
0.20
1.00
0.49
7
-1.50
2.83
0.80
0.39
1.80
0.88
10
-1.00
2.00
2.30
1.13
4.10
2.01
14
-0.50
1.41
4.70
2.31
8.80
4.32
18
0.00
1.00
9.60
4.71
18.40
9.02
25
0.50
0.71
19.00
9.32
37.40
18.34
35
1.00
0.50
30.20
14.81
67.60
33.15
45
1.50
0.35
39.90
19.57
107.50
52.72
60
2.00
0.25
40.30
19.76
147.80
72.49
70
2.25
0.21
17.10
8.39
164.90
80.87
80
2.50
0.18
16.40
8.04
181.30
88.92
100
2.75
0.15
13.10
6.42
194.40
95.34
120
3.00
0.13
3.60
1.77
198.00
97.11
170
3.50
0.09
3.10
1.52
201.10
98.63
200
3.74
0.07
0.50
0.25
201.60
98.87
230
4.00
0.06
0.30
0.15
201.90
99.02
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.74
2.35
2.07
1.43
0.72
0.37
-0.43
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.33
0.40
0.99
-0.64
3.78

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, I M C---
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2019-NTB-622-DT
Analysis Date: 12-17-19
Analyzed By: PRID
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
ri�
USCS
SW
Munsell
Wet - 10YR-7/2
Dry -10YR-8/2
Comments
Dry Weight (g):
206.80
Wash Weight (g):
206.80
Pan Retained (g):
0.30
Sieve Loss (%):
0.82
Fines (%):
#230 - 0.97
Organics �/o):
Carbonates (%
0.70
=-
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.50
0.24
0.50
0.24
5
-2.00
4.00
0.40
0.19
0.90
0.44
7
-1.50
2.83
0.70
0.34
1.60
0.77
10
-1.00
2.00
1.70
0.82
3.30
1.60
14
-0.50
1.41
5.40
2.61
8.70
4.21
18
0.00
1.00
9.20
4.45
17.90
8.66
25
0.50
0.71
20.30
9.82
38.20
18.47
35
1.00
0.50
28.90
13.97
67.10
32.45
45
1.50
0.35
42.50
20.55
109.60
53.00
60
2.00
0.25
45.00
21.76
154.60
74.76
70
2.25
0.21
17.60
8.51
172.20
83.27
80
2.50
0.18
13.90
6.72
186.10
89.99
100
2.75
0.15
11.10
5.37
197.20
95.36
120
3.00
0.13
3.30
1.60
200.50
96.95
170
3.50
0.09
3.40
1.64
203.90
98.60
200
3.74
0.07
0.50
0.24
204.40
98.84
230
4.00
0.06
0.40
0.19
204.80
99.03
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.73
2.28
2.01
1.43
0.73
0.37
-0.41
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.32
0.40
0.96
-0.6
3.82

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, I M C---
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2019-NTB-624-DC
Analysis Date: 12-17-19
Analyzed By: PRID
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
ri�
USCS
SW
Munsell
Wet - 10YR-7/2
Dry -10YR-8/2
Comments
Dry Weight (g):
206.40
Wash Weight (g):
206.40
Pan Retained (g):
0.50
Sieve Loss (%):
0.73
Fines (%):
#230 - 0.97
Organics �/o):
Carbonates (%
0.70
=-
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.70
0.34
0.70
0.34
5
-2.00
4.00
0.00
0.00
0.70
0.34
7
-1.50
2.83
0.80
0.39
1.50
0.73
10
-1.00
2.00
1.70
0.82
3.20
1.55
14
-0.50
1.41
4.90
2.37
8.10
3.92
18
0.00
1.00
10.10
4.89
18.20
8.82
25
0.50
0.71
20.40
9.88
38.60
18.70
35
1.00
0.50
32.60
15.79
71.20
34.50
45
1.50
0.35
41.10
19.91
112.30
54.41
60
2.00
0.25
39.30
19.04
151.60
73.45
70
2.25
0.21
16.90
8.19
168.50
81.64
80
2.50
0.18
17.30
8.38
185.80
90.02
100
2.75
0.15
10.60
5.14
196.40
95.16
120
3.00
0.13
4.20
2.03
200.60
97.19
170
3.50
0.09
2.80
1.36
203.40
98.55
200
3.74
0.07
0.60
0.29
204.00
98.84
230
4.00
0.06
0.40
0.19
204.40
99.03
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.74
2.32
2.05
1.39
0.70
0.36
-0.39
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.31
0.40
0.97
-0.54
3.72

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, I M C---
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2019-NTB-624-DT
Analysis Date: 12-17-19
Analyzed By: PRID
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
ri�
USCS
SW
Munsell
Wet - 10YR-7/2
Dry -10YR-8/2
Comments
Dry Weight (g):
203.60
Wash Weight (g):
203.60
Pan Retained (g):
0.50
Sieve Loss (%):
0.54
Fines (%):
#230 - 0.79
Organics �/o):
Carbonates (%
0.60
=-
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.60
0.29
0.60
0.29
5
-2.00
4.00
0.10
0.05
0.70
0.34
7
-1.50
2.83
0.70
0.34
1.40
0.69
10
-1.00
2.00
2.20
1.08
3.60
1.77
14
-0.50
1.41
5.00
2.46
8.60
4.22
18
0.00
1.00
9.50
4.67
18.10
8.89
25
0.50
0.71
20.20
9.92
38.30
18.81
35
1.00
0.50
31.10
15.28
69.40
34.09
45
1.50
0.35
40.60
19.94
110.00
54.03
60
2.00
0.25
39.80
19.55
149.80
73.58
70
2.25
0.21
17.40
8.55
167.20
82.12
80
2.50
0.18
15.30
7.51
182.50
89.64
100
2.75
0.15
11.30
5.55
193.80
95.19
120
3.00
0.13
4.40
2.16
198.20
97.35
170
3.50
0.09
2.80
1.38
201.00
98.72
200
3.74
0.07
0.60
0.29
201.60
99.02
230
4.00
0.06
0.40
0.20
202.00
99.21
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.74
2.31
2.04
1.40
0.70
0.36
-0.42
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.31
0.40
0.98
-0.55
3.67

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-820-DC
Analysis Date: 03-04-20
Analyzed By: NGL
Easting (ft):
2,468,934
Northing (ft):
269,713
Coordinate System: 7��
North Carolina State Plane
Elevation (ft)
12.0 NAVD88
USCS
SW
Munsell:
Wet - 10YR-8/3
Dry-10YR-8/2
I Comments
Dry Weight (g):
207.10
Wash Weight (g):
207.10
Pan Retained (g):
0.20
Sieve Loss (%):
0.82
Fines (%):
#230 - 0.921
Organics �/o):
Carbonates (%):
0.00
Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.10
0.05
0.10
0.05
5
-2.00
4.00
0.20
0.10
0.30
0.14
7
-1.50
2.83
0.70
0.34
1.00
0.48
10
-1.00
2.00
1.70
0.82
2.70
1.30
14
-0.50
1.41
5.60
2.70
8.30
4.01
18
0.00
1.00
9.70
4.68
18.00
8.69
25
0.50
0.71
21.80
10.53
39.80
19.22
35
1.00
0.50
30.90
14.92
70.70
34.14
45
1.50
0.35
47.60
22.98
118.30
57.12
60
2.00
0.25
47.80
23.08
166.10
80.20
70
2.25
0.21
16.00
7.73
182.10
87.93
80
2.50
0.18
11.10
5.36
193.20
93.29
100
2.75
0.15
8.20
3.96
201.40
97.25
120
3.00
0.13
1.90
0.92
203.30
98.17
170
3.50
0.09
1.70
0.82
205.00
98.99
200
3.74
0.07
0.10
0.05
205.10
99.03
230
4.00
0.06
0.10
0.05
205.20
99.08
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.61
2.12
1.89
1.35
0.69
0.35
-0.39
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.24
0.42
0.89
-0.56
3.48

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-820-DT
Analysis Date: 03-04-20
Analyzed By: NGL
Easting (ft):
2,468,943
Northing (ft):
269,697
Coordinate System:
North Carolina State Plane
Elevation (ft):
6.0 NAVD88
USCS
SW
Munsell:
Wet - 10YR-7/3
Dry-10YR-8/2
I Comments
Dry Weight (g):
205.80
Wash Weight (g):
205.80
Pan Retained (g):
0.10
Sieve Loss (%):
0.05
Fines (%):
#230 - 0.101
Organics �/o):
Carbonates (%):
0.06
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.20
0.10
0.20
0.10
5
-2.00
4.00
0.20
0.10
0.40
0.19
7
-1.50
2.83
0.70
0.34
1.10
0.53
10
-1.00
2.00
2.10
1.02
3.20
1.55
14
-0.50
1.41
5.30
2.58
8.50
4.13
18
0.00
1.00
10.10
4.91
18.60
9.04
25
0.50
0.71
20.40
9.91
39.00
18.95
35
1.00
0.50
33.80
16.42
72.80
35.37
45
1.50
0.35
43.90
21.33
116.70
56.71
60
2.00
0.25
45.30
22.01
162.00
78.72
70
2.25
0.21
16.30
7.92
178.30
86.64
80
2.50
0.18
13.60
6.61
191.90
93.25
100
2.75
0.15
9.30
4.52
201.20
97.76
120
3.00
0.13
2.20
1.07
203.40
98.83
170
3.50
0.09
1.80
0.87
205.20
99.71
200
3.74
0.07
0.30
0.15
205.50
99.85
230
4.00
0.06
0.10
0.05
205.60
99.90
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.60
2.17
1.92
1.34
0.68
0.35
-0.41
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.26
0.42
0.91
-0.55
3.5

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-822-DC
Analysis Date: 03-04-20
Analyzed By: NGL
Easting (ft):
2,469,108
Northing (ft):
269,812
Coordinate System: 7%
North Carolina State Plane
Elevation (ft)
11.9 NAVD88
USCS
SW
Munsell:
Wet - 10YR-8/3
Dry-10YR-8/2
I Comments
Dry Weight (g):
213.80
Wash Weight (g):
213.80
Pan Retained (g):
0.20
Sieve Loss (%):
0.47
Fines (%):
#230 - 0.561
Organics �/o):
Carbonates (%):
0.04
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
1.10
0.51
1.10
0.51
5
-2.00
4.00
0.60
0.28
1.70
0.80
7
-1.50
2.83
1.10
0.51
2.80
1.31
10
-1.00
2.00
2.50
1.17
5.30
2.48
14
-0.50
1.41
6.50
3.04
11.80
5.52
18
0.00
1.00
12.10
5.66
23.90
11.18
25
0.50
0.71
23.90
11.18
47.80
22.36
35
1.00
0.50
35.20
16.46
83.00
38.82
45
1.50
0.35
45.00
21.05
128.00
59.87
60
2.00
0.25
42.20
19.74
170.20
79.61
70
2.25
0.21
15.30
7.16
185.50
86.76
80
2.50
0.18
14.70
6.88
200.20
93.64
100
2.75
0.15
8.00
3.74
208.20
97.38
120
3.00
0.13
2.60
1.22
210.80
98.60
170
3.50
0.09
1.50
0.70
212.30
99.30
200
3.74
0.07
0.20
0.09
212.50
99.39
230
4.00
0.06
0.10
0.05
212.60
99.44
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.59
2.15
1.88
1.27
0.58
0.22
-0.59
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.16
0.45
0.98
-0.72
4.02

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-822-DT
Analysis Date: 03-04-20
Analyzed By: NGL
Easting (ft):
2,469,116
Northing (ft):
269,791
Coordinate System:
North Carolina State Plane
Elevation (ft):
4.7 NAVD88
USCS
SW
Munsell:
Wet - 10YR-7/3
Dry-10YR-8/2
I Comments
Dry Weight (g):
211.40
Wash Weight (g):
211.40
Pan Retained (g):
0.10
Sieve Loss (%):
0.14
Fines (%):
#230 - 0.191
Organics �/o):
Carbonates (%):
0.00
Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.70
0.33
0.70
0.33
5
-2.00
4.00
0.20
0.09
0.90
0.43
7
-1.50
2.83
1.40
0.66
2.30
1.09
10
-1.00
2.00
2.20
1.04
4.50
2.13
14
-0.50
1.41
6.70
3.17
11.20
5.30
18
0.00
1.00
11.50
5.44
22.70
10.74
25
0.50
0.71
23.40
11.07
46.10
21.81
35
1.00
0.50
35.80
16.93
81.90
38.74
45
1.50
0.35
44.50
21.05
126.40
59.79
60
2.00
0.25
42.50
20.10
168.90
79.90
70
2.25
0.21
17.60
8.33
186.50
88.22
80
2.50
0.18
12.90
6.10
199.40
94.32
100
2.75
0.15
7.80
3.69
207.20
98.01
120
3.00
0.13
2.20
1.04
209.40
99.05
170
3.50
0.09
1.30
0.61
210.70
99.67
200
3.74
0.07
0.20
0.09
210.90
99.76
230
4.00
0.06
0.10
0.05
211.00
99.81
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.55
2.12
1.88
1.27
0.59
0.24
-0.55
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.17
0.44
0.95
-0.66
3.79

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-824-DC
Analysis Date: 03-04-20
Analyzed By: NGL
Easting (ft):
2,469,279
Northing (ft):
269,913
Coordinate System: 7%
North Carolina State Plane
Elevation (ft)
11.8 NAVD88
USCS
SW
Munsell:
Wet - 10YR-7/3
Dry-10YR-8/2
I Comments
Dry Weight (g):
206.30
Wash Weight (g):
206.30
Pan Retained (g):
0.10
Sieve Loss (%):
0.00
Fines (%):
#230 - 0.051
Organics �/o):
Carbonates (%):
0.02
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.20
0.10
0.20
0.10
7
-1.50
2.83
0.60
0.29
0.80
0.39
10
-1.00
2.00
2.10
1.02
2.90
1.41
14
-0.50
1.41
4.90
2.38
7.80
3.78
18
0.00
1.00
10.20
4.94
18.00
8.73
25
0.50
0.71
21.10
10.23
39.10
18.95
35
1.00
0.50
35.40
17.16
74.50
36.11
45
1.50
0.35
44.80
21.72
119.30
57.83
60
2.00
0.25
45.50
22.06
164.80
79.88
70
2.25
0.21
16.20
7.85
181.00
87.74
80
2.50
0.18
13.00
6.30
194.00
94.04
100
2.75
0.15
8.50
4.12
202.50
98.16
120
3.00
0.13
1.90
0.92
204.40
99.08
170
3.50
0.09
1.60
0.78
206.00
99.85
200
3.74
0.07
0.20
0.10
206.20
99.95
230
4.00
0.06
0.00
0.00
206.20
99.95
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.56
2.13
1.89
1.32
0.68
0.36
-0.38
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.24
0.42
0.89
-0.5
3.27

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-824-DT
Analysis Date: 03-04-20
Analyzed By: NGL
Easting (ft):
2,469,289
Northing (ft):
269,891
Coordinate System:
North Carolina State Plane
Elevation (ft):
4.5 NAVD88
USCS
SW
Munsell:
Wet - 10YR-7/3
Dry-10YR-8/2
I Comments
Dry Weight (g):
215.50
Wash Weight (g):
215.50
Pan Retained (g):
0.50
Sieve Loss (%):
0.37
Fines (%):
#230 - 0.601
Organics �/o):
Carbonates (%):
0.44
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.30
0.14
0.30
0.14
5
-2.00
4.00
0.20
0.09
0.50
0.23
7
-1.50
2.83
1.10
0.51
1.60
0.74
10
-1.00
2.00
1.80
0.84
3.40
1.58
14
-0.50
1.41
4.60
2.13
8.00
3.71
18
0.00
1.00
8.60
3.99
16.60
7.70
25
0.50
0.71
20.40
9.47
37.00
17.17
35
1.00
0.50
29.20
13.55
66.20
30.72
45
1.50
0.35
47.20
21.90
113.40
52.62
60
2.00
0.25
50.10
23.25
163.50
75.87
70
2.25
0.21
19.50
9.05
183.00
84.92
80
2.50
0.18
14.50
6.73
197.50
91.65
100
2.75
0.15
10.60
4.92
208.10
96.57
120
3.00
0.13
2.60
1.21
210.70
97.77
170
3.50
0.09
2.80
1.30
213.50
99.07
200
3.74
0.07
0.40
0.19
213.90
99.26
230
4.00
0.06
0.30
0.14
214.20
99.40
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.67
2.22
1.98
1.44
0.79
0.44
-0.34
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.33
0.40
0.92
-0.65
3.92

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-826-DC
Analysis Date: 03-04-20
Analyzed By: NGL
Easting (ft):
2,469,458
Northing (ft):
270,014
Coordinate System: 7%
North Carolina State Plane
Elevation (ft)
11.9 NAVD88
USCS
SW
Munsell:
Wet - 10YR-7/3
Dry-10YR-8/2
I Comments
Dry Weight (g):
205.70
Wash Weight (g):
205.70
Pan Retained (g):
0.40
Sieve Loss (%):
0.44
Fines (%):
#230 - 0.631
Organics �/o):
Carbonates (%):
0.00
Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.40
0.19
0.40
0.19
5
-2.00
4.00
0.10
0.05
0.50
0.24
7
-1.50
2.83
0.40
0.19
0.90
0.44
10
-1.00
2.00
1.40
0.68
2.30
1.12
14
-0.50
1.41
3.60
1.75
5.90
2.87
18
0.00
1.00
7.00
3.40
12.90
6.27
25
0.50
0.71
15.30
7.44
28.20
13.71
35
1.00
0.50
28.60
13.90
56.80
27.61
45
1.50
0.35
41.80
20.32
98.60
47.93
60
2.00
0.25
48.80
23.72
147.40
71.66
70
2.25
0.21
19.40
9.43
166.80
81.09
80
2.50
0.18
18.10
8.80
184.90
89.89
100
2.75
0.15
12.40
6.03
197.30
95.92
120
3.00
0.13
3.40
1.65
200.70
97.57
170
3.50
0.09
2.90
1.41
203.60
98.98
200
3.74
0.07
0.50
0.24
204.10
99.22
230
4.00
0.06
0.30
0.15
204.40
99.37
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.71
2.33
2.09
1.54
0.91
0.58
-0.19
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.44
0.37
0.9
-0.68
4.09

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-826-DT
Analysis Date: 03-04-20
Analyzed By: NGL
Easting (ft):
2,469,467
Northing (ft):
2,700,001
Coordinate System:
North Carolina State Plane
Elevation (ft):
6.2 NAVD88
USCS
SW
Munsell:
Wet - 10YR-7/2
Dry-10YR-8/2
I Comments
Dry Weight (g):
204.20
Wash Weight (g):
204.20
Pan Retained (g):
0.50
Sieve Loss (%):
0.24
Fines (%):
#230 - 0.491
Organics �/o):
Carbonates
0.21
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.40
0.20
0.40
0.20
7
-1.50
2.83
0.30
0.15
0.70
0.34
10
-1.00
2.00
1.40
0.69
2.10
1.03
14
-0.50
1.41
3.10
1.52
5.20
2.55
18
0.00
1.00
6.40
3.13
11.60
5.68
25
0.50
0.71
15.10
7.39
26.70
13.08
35
1.00
0.50
25.50
12.49
52.20
25.56
45
1.50
0.35
37.20
18.22
89.40
43.78
60
2.00
0.25
46.60
22.82
136.00
66.60
70
2.25
0.21
25.20
12.34
161.20
78.94
80
2.50
0.18
20.70
10.14
181.90
89.08
100
2.75
0.15
13.80
6.76
195.70
95.84
120
3.00
0.13
4.00
1.96
199.70
97.80
170
3.50
0.09
2.70
1.32
202.40
99.12
200
3.74
0.07
0.50
0.24
202.90
99.36
230
4.00
0.06
0.30
0.15
203.20
99.51
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.72
2.37
2.17
1.64
0.98
0.62
-0.11
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.51
0.35
0.89
-0.69
3.69

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-828-DC
Analysis Date: 03-04-20
Analyzed By: NGL
Easting (ft):
2,469,633
Northing (ft):
270,118
Coordinate System: 7��
North Carolina State Plane
Elevation (ft)
12.1 NAVD88
USCS
SW
Munsell:
Wet - 10YR-7/2
Dry-10YR-8/2
I Comments
Dry Weight (g):
206.00
Wash Weight (g):
206.00
Pan Retained (g):
0.40
Sieve Loss (%):
0.05
Fines (%):
#230 - 0.241
Organics �/o):
Carbonates (%):
0.06
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.90
0.44
0.90
0.44
5
-2.00
4.00
0.00
0.00
0.90
0.44
7
-1.50
2.83
0.70
0.34
1.60
0.78
10
-1.00
2.00
1.10
0.53
2.70
1.31
14
-0.50
1.41
4.40
2.14
7.10
3.45
18
0.00
1.00
8.00
3.88
15.10
7.33
25
0.50
0.71
17.50
8.50
32.60
15.83
35
1.00
0.50
30.00
14.56
62.60
30.39
45
1.50
0.35
42.10
20.44
104.70
50.83
60
2.00
0.25
46.70
22.67
151.40
73.50
70
2.25
0.21
19.10
9.27
170.50
82.77
80
2.50
0.18
19.00
9.22
189.50
91.99
100
2.75
0.15
10.00
4.85
199.50
96.84
120
3.00
0.13
3.30
1.60
202.80
98.45
170
3.50
0.09
2.10
1.02
204.90
99.47
200
3.74
0.07
0.30
0.15
205.20
99.61
230
4.00
0.06
0.30
0.15
205.50
99.76
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.66
2.28
2.04
1.48
0.81
0.51
-0.30
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.37
0.39
0.92
-0.79
4.46

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-828-DT
Analysis Date: 03-04-20
Analyzed By: NGL
Easting (ft):
2,469,643
Northing (ft):
270,102
Coordinate System:
North Carolina State Plane
Elevation (ft):
5.5 NAVD88
USCS
SW
Munsell:
Wet - 10YR-7/2
Dry-10YR-8/2
I Comments
Dry Weight (g):
211.00
Wash Weight (g):
211.00
Pan Retained (g):
0.50
Sieve Loss (%):
0.38
Fines (%):
#230 - 0.621
Organics �/o):
Carbonates (%):
0.00
Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.70
0.33
0.70
0.33
7
-1.50
2.83
0.70
0.33
1.40
0.66
10
-1.00
2.00
1.60
0.76
3.00
1.42
14
-0.50
1.41
4.50
2.13
7.50
3.55
18
0.00
1.00
8.70
4.12
16.20
7.68
25
0.50
0.71
19.70
9.34
35.90
17.01
35
1.00
0.50
32.50
15.40
68.40
32.42
45
1.50
0.35
43.80
20.76
112.20
53.18
60
2.00
0.25
46.50
22.04
158.70
75.21
70
2.25
0.21
19.00
9.00
177.70
84.22
80
2.50
0.18
16.20
7.68
193.90
91.90
100
2.75
0.15
10.00
4.74
203.90
96.64
120
3.00
0.13
3.00
1.42
206.90
98.06
170
3.50
0.09
2.10
1.00
209.00
99.05
200
3.74
0.07
0.40
0.19
209.40
99.24
230
4.00
0.06
0.30
0.14
209.70
99.38
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.66
2.24
2.00
1.42
0.76
0.45
-0.32
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.33
0.40
0.91
-0.58
3.62

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-830-DC
Analysis Date: 03-04-20
Analyzed By: NGL
Easting (ft):
2,469,796
Northing (ft):
270,211
Coordinate System: 7��
North Carolina State Plane
Elevation (ft)
12.3 NAVD88
USCS
SW
Munsell:
Wet - 10YR-7/2
Dry - 1 OYR-8/2
I Comments
Dry Weight (g):
207.70
Wash Weight (g):
207.70
Pan Retained (g):
0.30
Sieve Loss (%):
0.29
Fines (%):
#230 - 0.431
Organics �/o):
Carbonates (%):
0.07
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.80
0.39
0.80
0.39
5
-2.00
4.00
0.20
0.10
1.00
0.48
7
-1.50
2.83
0.90
0.43
1.90
0.91
10
-1.00
2.00
1.80
0.87
3.70
1.78
14
-0.50
1.41
4.70
2.26
8.40
4.04
18
0.00
1.00
8.90
4.29
17.30
8.33
25
0.50
0.71
20.30
9.77
37.60
18.10
35
1.00
0.50
29.10
14.01
66.70
32.11
45
1.50
0.35
45.50
21.91
112.20
54.02
60
2.00
0.25
47.80
23.01
160.00
77.03
70
2.25
0.21
18.10
8.71
178.10
85.75
80
2.50
0.18
13.40
6.45
191.50
92.20
100
2.75
0.15
9.60
4.62
201.10
96.82
120
3.00
0.13
2.50
1.20
203.60
98.03
170
3.50
0.09
2.50
1.20
206.10
99.23
200
3.74
0.07
0.40
0.19
206.50
99.42
230
4.00
0.06
0.30
0.14
206.80
99.57
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.65
2.20
1.96
1.41
0.75
0.39
-0.39
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.3
0.41
0.94
-0.74
4.31

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-830-DT
Analysis Date: 03-04-20
Analyzed By: NGL
Easting (ft):
2,469,807
Northing (ft):
270,192
Coordinate System:
North Carolina State Plane
Elevation (ft):
4.9 NAVD88
USCS
SW
Munsell:
Wet - 10YR-8/3
Dry-10YR-8/2
I Comments
Dry Weight (g):
209.40
Wash Weight (g):
209.40
Pan Retained (g):
0.80
Sieve Loss (%):
0.29
Fines (%):
#230 - 0.671
Organics �/o):
Carbonates (%):
0.12
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.30
0.14
0.30
0.14
5
-2.00
4.00
0.00
0.00
0.30
0.14
7
-1.50
2.83
0.30
0.14
0.60
0.29
10
-1.00
2.00
1.20
0.57
1.80
0.86
14
-0.50
1.41
4.30
2.05
6.10
2.91
18
0.00
1.00
9.50
4.54
15.60
7.45
25
0.50
0.71
18.90
9.03
34.50
16.48
35
1.00
0.50
30.20
14.42
64.70
30.90
45
1.50
0.35
42.60
20.34
107.30
51.24
60
2.00
0.25
44.10
21.06
151.40
72.30
70
2.25
0.21
18.70
8.93
170.10
81.23
80
2.50
0.18
19.50
9.31
189.60
90.54
100
2.75
0.15
11.40
5.44
201.00
95.99
120
3.00
0.13
3.60
1.72
204.60
97.71
170
3.50
0.09
2.40
1.15
207.00
98.85
200
3.74
0.07
0.60
0.29
207.60
99.14
230
4.00
0.06
0.40
0.19
208.00
99.33
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.70
2.32
2.08
1.47
0.80
0.47
-0.27
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.38
0.38
0.91
-0.5
3.43

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-726-DC
Analysis Date: 02-18-20
Analyzed By: HDM
Easting (ft):
2,460,917
Northing (ft):
264,850
Coordinate System: 7%
North Carolina State Plane
Elevation (ft)
11.5 NAVD88
USCS
SW
Munsell:
Wet - 10YR-7/2
Dry-10YR-8/2
I Comments
Dry Weight (g):
205.30
Wash Weight (g):
205.30
Pan Retained (g):
0.30
Sieve Loss (%):
0.29
Fines (%):
#230 - 0.441
Organics �/o):
Carbonates (%):
0.04
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.50
0.24
0.50
0.24
7
-1.50
2.83
0.90
0.44
1.40
0.68
10
-1.00
2.00
1.20
0.58
2.60
1.27
14
-0.50
1.41
3.80
1.85
6.40
3.12
18
0.00
1.00
8.00
3.90
14.40
7.01
25
0.50
0.71
17.70
8.62
32.10
15.64
35
1.00
0.50
31.40
15.29
63.50
30.93
45
1.50
0.35
43.40
21.14
106.90
52.07
60
2.00
0.25
47.30
23.04
154.20
75.11
70
2.25
0.21
19.30
9.40
173.50
84.51
80
2.50
0.18
16.00
7.79
189.50
92.30
100
2.75
0.15
9.80
4.77
199.30
97.08
120
3.00
0.13
2.80
1.36
202.10
98.44
170
3.50
0.09
1.80
0.88
203.90
99.32
200
3.74
0.07
0.30
0.15
204.20
99.46
230
4.00
0.06
0.20
0.10
204.40
99.56
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.64
2.24
2.00
1.45
0.81
0.51
-0.26
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.35
0.39
0.89
-0.63
3.75

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-726-DT
Analysis Date: 02-18-20
Analyzed By: HDM
Easting (ft):
2,460,932
Northing (ft):
264,824
Coordinate System:
North Carolina State Plane
Elevation (ft):
5.6 NAVD88
USCS
SIP
Munsell:
Wet - 10YR-7/3
Dry-10YR-8/2
I Comments
Dry Weight (g):
206.10
Wash Weight (g):
206.10
Pan Retained (g):
0.80
Sieve Loss (%):
0.68
Fines (%):
#230 - 1.071
Organics �/o):
Carbonates (%):
0.06
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.20
0.10
0.20
0.10
10
-1.00
2.00
0.80
0.39
1.00
0.49
14
-0.50
1.41
3.10
1.50
4.10
1.99
18
0.00
1.00
6.40
3.11
10.50
5.09
25
0.50
0.71
18.20
8.83
28.70
13.93
35
1.00
0.50
30.90
14.99
59.60
28.92
45
1.50
0.35
43.80
21.25
103.40
50.17
60
2.00
0.25
46.00
22.32
149.40
72.49
70
2.25
0.21
18.80
9.12
168.20
81.61
80
2.50
0.18
17.80
8.64
186.00
90.25
100
2.75
0.15
10.60
5.14
196.60
95.39
120
3.00
0.13
3.60
1.75
200.20
97.14
170
3.50
0.09
2.70
1.31
202.90
98.45
200
3.74
0.07
0.60
0.29
203.50
98.74
230
4.00
0.06
0.40
0.19
203.90
98.93
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.73
2.32
2.07
1.50
0.87
0.57
-0.01
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.43
0.37
0.85
-0.33
3.14

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-728-DC
Analysis Date: 02-18-20
Analyzed By: HDM
Easting (ft):
2,461,087
Northing (ft):
264,955
Coordinate System: 7��
North Carolina State Plane
Elevation (ft)
12.0 NAVD88
USCS
SW
Munsell:
Wet - 10YR-7/2
Dry-10YR-8/2
I Comments
Dry Weight (g):
203.30
Wash Weight (g):
203.30
Pan Retained (g):
0.10
Sieve Loss (%):
0.15
Fines (%):
#230 - 0.201
Organics �/o):
Carbonates (%):
0.65
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.10
0.05
0.10
0.05
7
-1.50
2.83
0.40
0.20
0.50
0.25
10
-1.00
2.00
1.30
0.64
1.80
0.89
14
-0.50
1.41
3.70
1.82
5.50
2.71
18
0.00
1.00
7.60
3.74
13.10
6.44
25
0.50
0.71
16.40
8.07
29.50
14.51
35
1.00
0.50
27.60
13.58
57.10
28.09
45
1.50
0.35
38.10
18.74
95.20
46.83
60
2.00
0.25
43.10
21.20
138.30
68.03
70
2.25
0.21
22.70
11.17
161.00
79.19
80
2.50
0.18
23.10
11.36
184.10
90.56
100
2.75
0.15
13.30
6.54
197.40
97.10
120
3.00
0.13
2.60
1.28
200.00
98.38
170
3.50
0.09
2.50
1.23
202.50
99.61
200
3.74
0.07
0.30
0.15
202.80
99.75
230
4.00
0.06
0.10
0.05
202.90
99.80
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.67
2.36
2.16
1.57
0.89
0.55
-0.19
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.46
0.36
0.89
-0.61
3.25

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-728-DT
Analysis Date: 02-18-20
Analyzed By: HDM
Easting (ft):
2,461,104
Northing (ft):
264,929
Coordinate System:
North Carolina State Plane
Elevation (ft):
5.8 NAVD88
USCS
SW
Munsell:
Wet - 10YR-7/3
Dry-10YR-8/2
I Comments
Dry Weight (g):
207.90
Wash Weight (g):
207.90
Pan Retained (g):
0.60
Sieve Loss (%):
0.29
Fines (%):
#230 - 0.581
Organics �/o):
Carbonates (%):
0.04
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.70
0.34
0.70
0.34
5
-2.00
4.00
0.50
0.24
1.20
0.58
7
-1.50
2.83
0.40
0.19
1.60
0.77
10
-1.00
2.00
1.50
0.72
3.10
1.49
14
-0.50
1.41
3.90
1.88
7.00
3.37
18
0.00
1.00
8.00
3.85
15.00
7.22
25
0.50
0.71
19.50
9.38
34.50
16.59
35
1.00
0.50
30.00
14.43
64.50
31.02
45
1.50
0.35
48.60
23.38
113.10
54.40
60
2.00
0.25
49.70
23.91
162.80
78.31
70
2.25
0.21
17.40
8.37
180.20
86.68
80
2.50
0.18
11.90
5.72
192.10
92.40
100
2.75
0.15
9.40
4.52
201.50
96.92
120
3.00
0.13
2.30
1.11
203.80
98.03
170
3.50
0.09
2.30
1.11
206.10
99.13
200
3.74
0.07
0.30
0.14
206.40
99.28
230
4.00
0.06
0.30
0.14
206.70
99.42
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.64
2.17
1.93
1.41
0.79
0.47
-0.29
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.31
0.40
0.9
-0.75
4.62

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-730-DC
Analysis Date: 02-18-20
Analyzed By: HDM
Easting (ft):
2,461,257
Northing (ft):
265,060
Coordinate System: 7%
North Carolina State Plane
Elevation (ft)
11.9 NAVD88
USCS
SW
Munsell:
Wet - 10YR-6/2
Dry-10YR-8/2
I Comments
Dry Weight (g):
209.40
Wash Weight (g):
209.40
Pan Retained (g):
0.20
Sieve Loss (%):
0.38
Fines (%):
#230 - 0.481
Organics �/o):
Carbonates (%):
0.12
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.00
0.00
0.00
0.00
7
-1.50
2.83
1.30
0.62
1.30
0.62
10
-1.00
2.00
1.10
0.53
2.40
1.15
14
-0.50
1.41
4.10
1.96
6.50
3.10
18
0.00
1.00
8.00
3.82
14.50
6.92
25
0.50
0.71
18.50
8.83
33.00
15.76
35
1.00
0.50
30.80
14.71
63.80
30.47
45
1.50
0.35
41.80
19.96
105.60
50.43
60
2.00
0.25
44.20
21.11
149.80
71.54
70
2.25
0.21
20.50
9.79
170.30
81.33
80
2.50
0.18
19.90
9.50
190.20
90.83
100
2.75
0.15
12.10
5.78
202.30
96.61
120
3.00
0.13
3.30
1.58
205.60
98.19
170
3.50
0.09
2.30
1.10
207.90
99.28
200
3.74
0.07
0.30
0.14
208.20
99.43
230
4.00
0.06
0.20
0.10
208.40
99.52
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.68
2.32
2.09
1.49
0.81
0.51
-0.25
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.39
0.38
0.91
-0.57
3.38

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-730-DT
Analysis Date: 02-18-20
Analyzed By: HDM
Easting (ft):
2,461,271
Northing (ft):
265,033
Coordinate System:
North Carolina State Plane
Elevation (ft):
5.8 NAVD88
USCS
SW
Munsell:
Wet - 10YR-6/2
Dry-10YR-8/2
I Comments
Dry Weight (g):
209.60
Wash Weight (g):
209.60
Pan Retained (g):
0.20
Sieve Loss (%):
0.24
Fines (%):
#230 - 0.331
Organics �/o):
Carbonates
0.1 1=-
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.20
0.10
0.20
0.10
7
-1.50
2.83
1.00
0.48
1.20
0.57
10
-1.00
2.00
1.90
0.91
3.10
1.48
14
-0.50
1.41
4.20
2.00
7.30
3.48
18
0.00
1.00
8.70
4.15
16.00
7.63
25
0.50
0.71
19.50
9.30
35.50
16.94
35
1.00
0.50
34.20
16.32
69.70
33.25
45
1.50
0.35
47.10
22.47
116.80
55.73
60
2.00
0.25
47.70
22.76
164.50
78.48
70
2.25
0.21
17.30
8.25
181.80
86.74
80
2.50
0.18
14.90
7.11
196.70
93.85
100
2.75
0.15
8.60
4.10
205.30
97.95
120
3.00
0.13
1.90
0.91
207.20
98.85
170
3.50
0.09
1.40
0.67
208.60
99.52
200
3.74
0.07
0.20
0.10
208.80
99.62
230
4.00
0.06
0.10
0.05
208.90
99.67
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.57
2.17
1.92
1.37
0.75
0.45
-0.32
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.29
0.41
0.88
-0.6
3.59

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-732-DC
Analysis Date: 02-18-20
Analyzed By: HDM
Easting (ft):
2,461,422
Northing (ft):
265,171
Coordinate System: 7��
North Carolina State Plane
Elevation (ft)
12.1 NAVD88
USCS
SW
Munsell:
Wet - 10YR-7/2
Dry-10YR-8/2
I Comments
Dry Weight (g):
204.40
Wash Weight (g):
204.40
Pan Retained (g):
0.50
Sieve Loss (%):
0.24
Fines (%):
#230 - 0.491
Organics �/o):
Carbonates (%):
0.17
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.50
0.24
0.50
0.24
5
-2.00
4.00
0.20
0.10
0.70
0.34
7
-1.50
2.83
0.60
0.29
1.30
0.64
10
-1.00
2.00
1.20
0.59
2.50
1.22
14
-0.50
1.41
2.90
1.42
5.40
2.64
18
0.00
1.00
7.40
3.62
12.80
6.26
25
0.50
0.71
16.80
8.22
29.60
14.48
35
1.00
0.50
30.90
15.12
60.50
29.60
45
1.50
0.35
42.40
20.74
102.90
50.34
60
2.00
0.25
45.40
22.21
148.30
72.55
70
2.25
0.21
19.50
9.54
167.80
82.09
80
2.50
0.18
18.80
9.20
186.60
91.29
100
2.75
0.15
10.40
5.09
197.00
96.38
120
3.00
0.13
3.30
1.61
200.30
97.99
170
3.50
0.09
2.20
1.08
202.50
99.07
200
3.74
0.07
0.50
0.24
203.00
99.32
230
4.00
0.06
0.40
0.20
203.40
99.51
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.68
2.30
2.06
1.49
0.85
0.55
-0.17
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.4
0.38
0.9
-0.68
4.26

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-732-DT
Analysis Date: 02-18-20
Analyzed By: HDM
Easting (ft):
2,461,438
Northing (ft):
265,146
Coordinate System:
North Carolina State Plane
Elevation (ft):
6.0 NAVD88
USCS
SW
Munsell:
Wet - 10YR-7/2
Dry-10YR-8/2
I Comments
Dry Weight (g):
209.30
Wash Weight (g):
209.30
Pan Retained (g):
0.40
Sieve Loss (%):
0.24
Fines (%):
#230 - 0.431
Organics �/o):
Carbonates (%):
0.04
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.40
0.19
0.40
0.19
5
-2.00
4.00
0.10
0.05
0.50
0.24
7
-1.50
2.83
0.60
0.29
1.10
0.53
10
-1.00
2.00
1.30
0.62
2.40
1.15
14
-0.50
1.41
4.10
1.96
6.50
3.11
18
0.00
1.00
8.50
4.06
15.00
7.17
25
0.50
0.71
19.70
9.41
34.70
16.58
35
1.00
0.50
32.50
15.53
67.20
32.11
45
1.50
0.35
44.60
21.31
111.80
53.42
60
2.00
0.25
45.80
21.88
157.60
75.30
70
2.25
0.21
18.60
8.89
176.20
84.19
80
2.50
0.18
16.10
7.69
192.30
91.88
100
2.75
0.15
10.10
4.83
202.40
96.70
120
3.00
0.13
3.10
1.48
205.50
98.18
170
3.50
0.09
2.20
1.05
207.70
99.24
200
3.74
0.07
0.40
0.19
208.10
99.43
230
4.00
0.06
0.30
0.14
208.40
99.57
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.66
2.24
1.99
1.42
0.77
0.47
-0.27
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.34
0.40
0.9
-0.57
3.84

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-734-DC
Analysis Date: 02-19-20
Analyzed By: NGL
Easting (ft):
2,461,588
Northing (ft):
265,279
Coordinate System: 7��
North Carolina State Plane
Elevation (ft)
12.1 NAVD88
USCS
SW
Munsell:
Wet - 10YR-7/2
Dry-10YR-8/2
I Comments
Dry Weight (g):
208.70
Wash Weight (g):
208.70
Pan Retained (g):
0.10
Sieve Loss (%):
0.29
Fines (%):
#230 - 0.341
Organics �/o):
Carbonates (%):
0.13
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.60
0.29
0.60
0.29
5
-2.00
4.00
0.20
0.10
0.80
0.38
7
-1.50
2.83
1.10
0.53
1.90
0.91
10
-1.00
2.00
1.40
0.67
3.30
1.58
14
-0.50
1.41
4.90
2.35
8.20
3.93
18
0.00
1.00
9.00
4.31
17.20
8.24
25
0.50
0.71
19.80
9.49
37.00
17.73
35
1.00
0.50
33.60
16.10
70.60
33.83
45
1.50
0.35
46.20
22.14
116.80
55.97
60
2.00
0.25
47.80
22.90
164.60
78.87
70
2.25
0.21
18.20
8.72
182.80
87.59
80
2.50
0.18
13.70
6.56
196.50
94.15
100
2.75
0.15
7.60
3.64
204.10
97.80
120
3.00
0.13
2.30
1.10
206.40
98.90
170
3.50
0.09
1.30
0.62
207.70
99.52
200
3.74
0.07
0.20
0.10
207.90
99.62
230
4.00
0.06
0.10
0.05
208.00
99.66
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.56
2.15
1.92
1.37
0.73
0.41
-0.38
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.26
0.42
0.9
-0.76
4.26

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-734-DT
Analysis Date: 02-19-20
Analyzed By: NGL
Easting (ft):
2,461,604
Northing (ft):
265,254
Coordinate System:
North Carolina State Plane
Elevation (ft):
6.1 NAVD88
USCS
SW
Munsell:
Wet - 10YR-7/2
Dry-10YR-8/2
I Comments
Dry Weight (g):
212.80
Wash Weight (g):
212.80
Pan Retained (g):
0.40
Sieve Loss (%):
0.33
Fines (%):
#230 - 0.521
Organics �/o):
Carbonates (%):
0.15
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.60
0.28
0.60
0.28
7
-1.50
2.83
0.70
0.33
1.30
0.61
10
-1.00
2.00
1.90
0.89
3.20
1.50
14
-0.50
1.41
4.00
1.88
7.20
3.38
18
0.00
1.00
8.60
4.04
15.80
7.42
25
0.50
0.71
19.00
8.93
34.80
16.35
35
1.00
0.50
32.10
15.08
66.90
31.44
45
1.50
0.35
45.80
21.52
112.70
52.96
60
2.00
0.25
49.10
23.07
161.80
76.03
70
2.25
0.21
18.50
8.69
180.30
84.73
80
2.50
0.18
15.90
7.47
196.20
92.20
100
2.75
0.15
10.70
5.03
206.90
97.23
120
3.00
0.13
2.30
1.08
209.20
98.31
170
3.50
0.09
2.10
0.99
211.30
99.30
200
3.74
0.07
0.20
0.09
211.50
99.39
230
4.00
0.06
0.20
0.09
211.70
99.48
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.64
2.23
1.98
1.43
0.79
0.48
-0.30
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.33
0.40
0.9
-0.63
3.71

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-736-DC
Analysis Date: 02-19-20
Analyzed By: NGL
Easting (ft):
2,461,759
Northing (ft):
265,383
Coordinate System: 7��
North Carolina State Plane
Elevation (ft)
12.1 NAVD88
USCS
SW
Munsell:
Wet - 10YR-7/3
Dry-10YR-8/2
I Comments
Dry Weight (g):
207.80
Wash Weight (g):
207.80
Pan Retained (g):
0.20
Sieve Loss (%):
0.34
Fines (%):
#230 - 0.431
Organics �/o):
Carbonates (%):
0.27
� Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.40
0.19
0.40
0.19
5
-2.00
4.00
0.00
0.00
0.40
0.19
7
-1.50
2.83
0.70
0.34
1.10
0.53
10
-1.00
2.00
1.60
0.77
2.70
1.30
14
-0.50
1.41
4.80
2.31
7.50
3.61
18
0.00
1.00
10.10
4.86
17.60
8.47
25
0.50
0.71
20.80
10.01
38.40
18.48
35
1.00
0.50
33.80
16.27
72.20
34.74
45
1.50
0.35
43.90
21.13
116.10
55.87
60
2.00
0.25
45.50
21.90
161.60
77.77
70
2.25
0.21
17.90
8.61
179.50
86.38
80
2.50
0.18
15.10
7.27
194.60
93.65
100
2.75
0.15
7.90
3.80
202.50
97.45
120
3.00
0.13
2.40
1.15
204.90
98.60
170
3.50
0.09
1.50
0.72
206.40
99.33
200
3.74
0.07
0.20
0.10
206.60
99.42
230
4.00
0.06
0.30
0.14
206.90
99.57
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.59
2.18
1.94
1.36
0.70
0.38
-0.36
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.27
0.41
0.9
-0.57
3.69

M
Granularmetric Report
Depths and elevations based on measured values
TI toasta I
r--= F;,' \/ I (-- E-= --�, 1 1`4 C---
TI Coastal Services, Inc
387-B N. Green Meadows Dr
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: NTB Phase 5 FEMA Truck Haul
Sample Name: 2020-NTB-736-DT
Analysis Date: 02-19-20
Analyzed By: NGL
Easting (ft):
2,461,775
Northing (ft):
265,358
Coordinate System:
North Carolina State Plane
Elevation (ft):
6.0 NAVD88
USCS
SW
Munsell:
Wet - 10YR-7/2
Dry-10YR-8/2
I Comments
Dry Weight (g):
210.70
Wash Weight (g):
210.70
Pan Retained (g):
0.40
Sieve Loss (%):
0.38
Fines (%):
#230 - 0.571
Organics �/o):
Carbonates (%):
0.19
Shells (%):
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3"
-6.25
76.11
0.00
0.00
0.00
0.00
0.75"
-4.25
19.03
0.00
0.00
0.00
0.00
0.375"
-3.25
9.51
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.40
0.19
0.40
0.19
5
-2.00
4.00
0.10
0.05
0.50
0.24
7
-1.50
2.83
0.50
0.24
1.00
0.47
10
-1.00
2.00
1.30
0.62
2.30
1.09
14
-0.50
1.41
4.40
2.09
6.70
3.18
18
0.00
1.00
8.50
4.03
15.20
7.21
25
0.50
0.71
19.60
9.30
34.80
16.52
35
1.00
0.50
28.90
13.72
63.70
30.23
45
1.50
0.35
45.40
21.55
109.10
51.78
60
2.00
0.25
51.30
24.35
160.40
76.13
70
2.25
0.21
17.70
8.40
178.10
84.53
80
2.50
0.18
14.20
6.74
192.30
91.27
100
2.75
0.15
10.40
4.94
202.70
96.20
120
3.00
0.13
2.90
1.38
205.60
97.58
170
3.50
0.09
3.00
1.42
208.60
99.00
200
3.74
0.07
0.50
0.24
209.10
99.24
230
4.00
0.06
0.40
0.19
209.50
99.43
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.69
2.23
1.98
1.46
0.81
0.47
-0.27
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.36
0.39
0.9
-0.58
3.91

Attachment B
Permit Sheet Drawings

0
0 u
U�
LLJ
cf)
0
cn
0
U
:20
0:� LL-
00
:z
X
co X
W
Q,m
X
X
LU
Z 0�
LU
�0000000
WOOOOOOO
0000000
0 m 0 m � 0 .0
W�0000�
OLLOOOOOOO
a-00000000
ll�<O000000
W,0000000
> O—T�Omom
X Z 0 LD (D (D (D � � LU
LU 0 C) U) U) U) U) U) U)
o
a- <000000z
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Attachment C
Adjacent Property Owner Info

Attachment C
Adjacent Property Owner (APO) Information
Adjacent property owners for the proposed berm restoration are:
Mail
Mail
End of
PHYSICAL
PHYSICAL
PHYSICAL
Mail Address
Reach
OWNER1
LEGAL1
CITY
Mail Address
Address
Address
Template
ADDRESS
CITY
ZIP
City
State
Zipcode
3305
SCOTTPAULS&
100SCOTCH
1-9SCOTCH
NORTH TOPSAIL
South
SURF CITY
28445
MARBLEHEAD
RALEIGH
NC
27612
ANNEF
BONNET DR
BONNETO/S
BEACH
LN
5
NORTH
JAT NC
3690 ISLAND
US P2
NORTH TOPSAIL
313 CIRCLE
North
TOPSAIL
28460
CHAPEL HILL
NC
27517
HOLDINGS U-C
DR
NORTHWINDS
BEACH
PARK PL
BEACH
Complete permit application packages have been sent by Certified Letter to the above adjacent
property owners.
C-1

Major Permit Fee Schedule
Project Name: �! --T0pSA1L_0QV'+1
MAJ-A-09 rED- -7ei- IV
County: Check No & Amount:'f
-&— Ecl Z_k'
Development Type
Fee
DCM %
DWQ %
(14300160143510009316256253)
(2430016024351000952341)
1. Private, non-commercial deve�opment
that does not involve the filling or
$250
100%($250)
0%(so)
excavation Of any wetlands or
open water areas:
I L Public or commercial development that
does not involve the filling or excavation
$400
100'/',, ($400)
0%($0)
of any wetlands or open water areas:
III, For development that involves the
filling and/or excavation of up to 1 acre
of wetlands and/or open water areas,
determine 1 A,3, G, or D below applie&
III(A). Private, ncn-corrrne�Ci2l
development, if General Water Quality
$250
100%($250)
()%($a)
Certification No. 4175 can be appl�ecl�
III(B) Pub�ic or commercial development,
�f General Water Quality Certificat�on
$400
100% ($400)
0% (so)
No 4175 can be applied
III(C). If General Water Quality
Certification No 4175 cou�d be applied,
but DCM staff determined that addition . al
S400
60%($240)
40%($160)
review and written DWQ concurrenre is
needed because of concerns related to
water quality or aquatic life-
III(D). If General Water Quality
WO
60%($240)
40%($160)
Certification No 4175 cannot Oe applied
IV. Development that involves the fi Ifing
'or,
and/or excavation of more than one e
475
H
60%($285)
40% ($190)
of wetlands and,lor open water areas::
( (' n_ 0
174��