20040987 Ver 4_CAMA Application_20190703

NORTH CAROLINA
Environmental Quality
July 3, 2019
MEMORANDUM:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director, Division of Coastal
Management
FROM: Heather Coats, Beach & Inlet Management Project Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Fax: [phone] (Courier 04-16-33)
heather.coatsCcDncdenr.gov
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Figure 8 Beach HOA
Project Location: Banks Channel and Figure 8 beachfront, Wilmington, New Hanover County
Proposed Project: maintenance dredging and partial widening of Banks Channel, with associated beach
nourishment along 10, 000 linear feet of shoreline
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 July 27, 2019. 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.
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.
PRINT NAME
AGENCY
SIGNATURE
DATE
State ofNorth Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 919 796 7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Figure 8 Beach Homeowners Association/Major Mod of Permit No. 139-04
2. LOCATION OF PROJECT SITE: The project site is located on Figure 8 Island, at Banks Channel and
the beach area from the southern terminus of S. Beach Road to Bridge Road, Figure 8, New Hanover County.
Approximate State Plane Coordinates — X: 2373674 (start)/ 2379599 (end) Y: 183298 (start)/ 191319 (end)
Approx. Lat: 340 14'50.02"N/ 34°16'8.62"N Long: 77°45'48.82"W/ 77°44'37.04"W
INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 3/11/19
Was Applicant Present — Yes
PROCESSING PROCEDURE: Application Received —6/26/19 (complete)
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — New Hanover County
AEC(s) Involved: OH, IHA, PTA, EW
(C) Water Dependent: Yes
(D) Intended Use: Public/Community
(E) Wastewater Treatment: Existing — On-site treatment
Planned - N/A
(F) Type of Structures: Existing — Commercial and Residential structures and accessways
Planned — Dredging and associated beach nourishment
(G) Estimated Annual Rate of Erosion: 0'-2.6'/year SBF: 2'/year
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (coastal)
(B) Other (Below MHW)
21.3 acres
— 74.4 acres
(C) Other (Above MHW)
—40.4 acres
(H) Total Area Disturbed: 114.8 acres of beach fill
(I) Primary Nursery Area: No
(J) Water Classification: SA- ORW Open: Yes
8. PROJECT SUMMARY: The applicant is proposing the dredging and widening of a portion of Banks Channel
along with associated beach nourishment.
State of North Carolina I Environmental Quality I Coastal Management
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910 796 7215

Figure 8 Beach HOA -Major Modification No. 139-04
Page 2
9. PROJECT DESCRIPTION:
Figure 8 Island is a barrier island located in northern New Hanover County between Rich Inlet to the
north and Mason Inlet to the south. The island is predominantly north -south facing and is approximately
4.5 miles in length. It is bordered Banks Channel to the west and the Atlantic Ocean to the east.
Lea/Hutaff Island is located to the north of Rich Inlet and Wrightsville Beach is located to the south of
Mason Inlet. The island is accessed from US Highway 17 via a single bridge at the end of Edgewater
Club Road (which is located off of Porters Neck Road). Access to the island is gated and accessible only
to property owners and authorized visitors. As such, site visits to the island should be arranged with the
applicant in advance to ensure timely access.
The project site extends from the southern end of S. Beach Road to Bridge Road. The long-term erosion
rate for the project area ranges from 0'-2'/year. The 100 -year storm recession line for the island was
predicted to be 265'. The southernmost portion of the project is located within an Inlet Hazard Area.
In 2004, Permit No. 139-04 was issued to Figure 8 Island HOA for the dredging of Banks Channel and
associated beach nourishment along 10,000 linear feet of shoreline (USAGE AID No. 200400895 and
DWR Project No. 040987). The original channel was authorized at 125' in width and to be dredged to a
depth of 7' with a 2' overdredge allowance relative to Mean Low Water (MLW). In 2006, a major
modification was issued on March 16 to expand approximately 5,750 linear feet of channel to 200' in
width. According to the applicant, it is believed that an expansion of the southern —2,400 linear feet of the
channel was not authorized at the time due to concerns regarding potential impacts resulting from the
Mason Inlet relocation project, although a wider 300' long "turning basin" at the southern terminus of the
maintained channel was permitted to allow safe navigation for boaters and skiers. Minor modifications to
the permit were also issued in 2010 and 2012 to allow for maintenance dredging of the channel with
associated beach nourishment. Beach nourishment for the project appears to have been originally
authorized at an elevation of +9.5' Mean Sea Level (MSL) with a maximum elevation of +10' MSL.
Beach nourishment on the island has also occurred through New Hanover County's maintenance of
Mason Inlet (State Permit No. 151-01) and two projects often occur sequentially to reduce mobilization
costs.
The native beach was originally characterized with data collected for the initial permit application in
2004. Fines were calculated at less than 1%, with no granular and gravel material and a median grain size
ranging from 0.23-0.35 mm. Calcium carbonate and clast counts of material greater than 3" in size do not
appear to have been calculated.
The waters of Banks Channel fall within the Cape Fear River Basin, as classified by the NC Division of
Water Resources (DWR). The waters are classified as SA-ORW by the DWR. The NC Division of
Marine Fisheries has designated the area north of the project boundary in Banks Channel as a Primary
Nursery Area (PNA), but the proposed dredging appears to be located outside of the PNA. The waters of
Banks Channel are OPEN to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is proposing a maintenance dredging and a widening of Banks Channel along with
associated beach nourishment. A scoping meeting was held for the project on April 5, 2019.
State of North Carolina I Environmental Quality I Coastal Management
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910 796 7215

Figure 8 Beach HOA -Major Modification No. 139-04
Page 3
The applicant proposes to dredge 9,494 linear feet of Banks Channel, and to expand the remaining 2,370'
length of the channel at the southern end of the project to measure 200'in width along with an additional
taper out to the 300' width turning basin at the southernmost end of the project (see Sheet 3 of 15). The
northernmost —750' of channel extends beyond the limits of the previous channel expansion, and would
still be dredged to the originally authorized 125' width; although it appears there is also a slight expansion
in channel width from Station 85+00 to 88+00 (see Sheet 6 of 15). Dredging would be performed via a
16"-18" cutterhead pipeline dredge to a depth of -9' MLW (-7' MLW with a 2' overdredge allowance), as
indicated in the application. It is anticipated that the project would occur in coordination with the
County's next Mason Inlet maintenance project. The pipeline route would extend around the inlet area.
The applicant states that no impacts to coastal wetlands are anticipated as a result of the proposed project
as a 3:1 design slope has been included in the design parameters.
The project's placement area would remain within the confines of the previously authorized beach
nourishment boundaries, extending from the southern end of S. Beach Road a distance of approximately
10,000 linear feet to the north, and terminating at a point east of Bridge Road. A dune of varying width,
measuring up to approximately 42' at its widest point as indicated on plans, is proposed at a height of
+12' NAVD88 and with a 5:1 slope. The berm would then be constructed at an elevation of +5' NAVD
88 (ranging from approximately 40'-150' in width), with a 25:1 slope extending out to a depth of -10'
NAVD88. The applicant's narrative states that fill volume for the project would not exceed 50 cubic
yards per linear foot. As proposed, this project would excavate approximately 193,300 cubic yards of
sand. It is currently estimated that 3,239,318 square feet would be filled below MHW (74.4 acres) and
approximately 1,760,682 square feet of beach fill material would be placed above the MHW line (40.4
acres).
Vibracores samples taken in and immediately adjacent to the expanded channel area (and within the
proposed dredge depth) contained less than 1% each of gravel, granular & fines material and 1%-2.1%
calcium carbonate.
Dune planting is also proposed in association with this project. The application states planting would
likely consist of Sea Oats (Uniola paniculata) and include use of a tractor, mechanical planter and water
truck. It is stated that the plantings are proposed the entire length of the nourishment project and would
potentially be cover an area of up to 649,000 square feet. Due to the recent ongoing discussion about
developing dune planting protocols, minimal information has been provided at this time, but the applicant
would like it to be included in the project description and additional information can be obtained prior to
permitting.
10. ANTICIPATED IMPACTS
The proposed dredging would result in impacts to up to 21.3 acres of submerged shallow bottom.
According to the application, approximately 44,830 cubic yards would be excavated within the intertidal
area. The project would result in the fill of approximately 40.4 acres of upper beach (above NHW) and
would fill approximately 74.4 acres of intertidal area and near -shore shallow bottom. The dredging and
beach fill would result in temporary increases in turbidity. Exact final figures will be dependent on future
conditions and may vary slightly due to minor adjustments based on site conditions at time of
construction. Temporary impacts to benthic and invertebrate infaunal communities can be expected. The
applicant is proposing to limit work between October 1 through March 30, in accordance with the
currently permitted timing restriction between April 1 and September 30. The applicant states the project
State of North Carolina I Environmental Quality I Coastal Management
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910 796 7215

Figure 8 Beach HOA -Major Modification No. 139-04
Page 4
would be constructed in accordance with the Terms and Conditions of the State Programmatic Biological
Opinion (SPBO) and South Atlantic Regional Biological Opinion (SARBO) A staging area and access to
the beach for heavy equipment has been identified at an existing public access corridor at the southern
end of the project (See Sheet 10 of 15). According to the applicant, an existing emergency vehicle access
at the north end may also be used for heavy equipment access to the beach.
Submitted by: Heather Coats Date: July 3, 2019 Office: Wilmington
State of North Carolina I Environmental Quality I Coastal Management
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910 796 7215

Banks Channel Dredging
Proposed Channel Widening
Prepared For:
Figure "8" Beach Homeowners Association
April 2019
Prepared By:
TI , oastal
SE RV IG ES, ING-
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC, 28405
910-821-1358
www.ticoastal.com

CAMA Permit Application
Agent Authorization

AGENT AUTHORIZATION FOR CAM/'" PERMIT APPLICATION
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Name of Property Owner Requesting Permit:
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ailing Address.- 64
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Phone lumber. 6`6 6 - 0 63 S'
Email Address:
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I certify that I have authorized
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Agent 7 Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAM A permits
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necessary for the following proposed development: or.'44L�
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at my property located at
in X�t \,( h no t r
County.
/ furthermore certify that I 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 Informatio
signjture
Print or Type Name
Title
c:2
Date
This certification is valid through

CAMA Permit Application
MP -1

DCIV MP -1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Figure 8 Beach Homeowners Association
Project Name (if applicable)
Banks Channel Dredging Project Channel Widening
Applicant 1: First Name
David
MI
Last Name
Kellam
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
15 Bridge Road
PO Box
City
Wilmington
State
INC
ZIP
28411
Country
USA
Phone No.
910 - 686 - 0635 ext.
FAX No.
- -
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
TI Coastal Services
Agent/ Contractor 1: First Name
MI
Last Name
Jamie
Pratt
Agent/ Contractor 2: First Name
MI
Last Name
Chris
Gibson
Mailing Address
PO Box
City
State
387-B North Green Meadows Drive
Wilmington
INC
ZIP
Phone No. 1
Phone No. 2
28405
910 - 821 -
1358 ext.
910 - 508 - 2744 ext.
FAX No.
Contractor #
910 821 1359
Street Address (if different from above)
City
State
ZIP
Email
<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 Address
State Rd. #
New Hanover
15 Bridge Road (HOA Office)
10,000 linear feet of oceanfront beach on Figure 8,
Subdivision Name
City
State
Zip
Figure 8 Island
Wilmington
NC
28411 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
910 - 686 - 0635 ext.
I I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear River
Atlantic Ocean, Mason Inlet, AIWW
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ®Manmade ❑Unknown
Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ®No
work falls within.
g.
New Hanover County
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
10,000 linear feet of oceanfront beach on Figure 8,
5,000,620 Sq Ft (114.8 acres) on oceanfront Beach
9,500 linear feet of Channel in Banks Channel
4,979,927Sq Ft (114.3 acres) in Banks Channel
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
+15 to -10 on Beach
+3 to -13 in Banks Channel ❑NHW or ®NWL
e.
Vegetation on tract
Spartina in marshes outside of Banks Channel, American Beach Grass and Sea Oats on Beach
f.
Man-made features and uses now on tract
Private piers, docks and bulkheads in Banks Channel, private dune crossovers on beach
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Figure 8 Island is bordered by Mason Inlet and Wrightsville Beach to the south. Mason Inlet is a relocated inlet and is
heavily used by summertime boaters. Wrightsville Beach is a densely populated recreational and commercial developed
island. Lea-Hutaff Island borders Figure 8 to the north. Lea Hutaff is a natural island with no development and seperated in
ownership by the Audubon North Carolinas, North Carolina Coastal Land Trust and the State of North Carolina.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
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Form DCM MP -1 (Page 3 of 4)
<Form continues on next page>
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Private Septic systems per household
o. Describe existing drinking water supply source.
Privately owned water system on island
p. Describe existing storm water management or treatment systems.
surface runoff
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Government
® Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
See attached project narrative
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.
16"-18" hydraulic cutterhead dredge, 1-3 pushboats, 1 survey/crew boat, 2-3 bulldozers, 1-2 loaders, 1-2 excavators, 1 small
tractor, 1 water truck
d. List all development activities you propose.
Hydraulic cutter -suction dredging of Banks Channel with beneficial use of beach quality sand to renourish Figure 8 Island's
oceanfront beach along the southern 10,000 feet. Existing permit 139-04 allows for a 200' wide channel that is 9' MLW deep
for all but 2,700 feet of the channel. This permit application requests to modifiy the current permit to allow for a 200 foot wide
channel the full length of Banks Channel.
e. Are the proposed activities maintenance of an existing project, new work, or both? Major Modification of CAMA Permit
#139-04
f. What is the approximate total disturbed land area resulting from the proposed project? 228 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
surface runoff - no proposed changes to runoff
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
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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 form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete- Items (a) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to 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, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
t. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Katherine H Bratton Phone No.
Address 12428 Creedmore Road, Raleigh, NC 27614-9209
Name Patrick H Nettles Phone No.
Address 186 Beach Road South, Wilmington, NC 28411
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA 139-04 November 3, 2014 USACE GP #198000291 November 7, 2012
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land I
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 June 17, 2019 Print Name Jamie Pratt
Signature
J
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
❑DCM MP -4 Structures Information
0AS T

CAMA Permit Application
"M

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.
1.
Access
❑This section not applicable
a.
Amount of material to be excavated from below NHW or NWL in
b.
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
c.
(NLW or
d.
High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
Breakwater
shoreline
NWL)
number of square feet affected.
stabilization)
Length
9,594'
OWL ®None
Width
200'-300'
2.
DISPOSAL OF EXCAVATED MATERIAL
El This section not applicable
Avg. Existing
-7
b.
Dimensions of disposal area.
NA
NA
10,000' long by 500' wide
Depth
(i) Do you claim title to disposal area?
d.
(i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
®Yes ❑No ❑NA
Final Project
-9 MLW
(ii) If yes, where?
NA
NA
oceanfront shoreline of Figure 8 Island
Depth
(i) Does the disposal area include any coastal wetlands/marsh
f.
(i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
®Yes ❑No ❑NA
1.
EXCAVATION
❑This section not applicable
a.
Amount of material to be excavated from below NHW or NWL in
b.
Type of material to be excavated.
cubic yards.
Beach Quality Sand
148,470 CY below MLW Contour
c.
(i) Does the area to be excavated include coastal wetlands/marsh
d.
High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
44,830 CY above MLW Contour
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
2.
DISPOSAL OF EXCAVATED MATERIAL
El This section not applicable
a.
Location of disposal area.
b.
Dimensions of disposal area.
Oceanfront Shoreline of Figure 8 Island
10,000' long by 500' wide
c.
(i) Do you claim title to disposal area?
d.
(i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
oceanfront shoreline of Figure 8 Island
e.
(i) Does the disposal area include any coastal wetlands/marsh
f.
(i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
®Yes ❑No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(ii) If yes, how much water area is affected?
❑CW ❑SAV ❑SB
3,239,318 Sq Ft (74.4 acres)
OWL ®None
(ii) Describe the purpose of disposal in these areas:
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimana-gement.net revised: 12/26/06

�arm DC - (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION E This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization:
❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
b. Length:
Width:
d. Maximum distance waterward of NHW or NWL:
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brouaht to the site? FlYes []No [INA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (W L)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the fill in these areas:
5. 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)?
Beach quality sand will be pumped onto and deposited on the Hydraulic dredge, bulldozer, loader, off road buggy
beach; bulldozers will shape the sand to the designed template
C. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
June 17, 2019
Date
Banks Channel Dredging
Project Name
d. (i) Will wetlands be crossed in transporting equipment to project
site? [-]Yes ®No ❑NA
(ii) if yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Jamie Pratt ,
Applica .Name
Appl nt Signature

CAMA Permit Application
Project Narrative

Figure 8 Island
Banks Channel Dredging
Proposed Channel Widening
Project Narrative
Location
The project site is located on the southern half of Figure 8 Island in New Hanover County, North
Carolina. Figure 8 Island is a privately owned, residential barrier island located in southeastern North
Carolina along the beaches of Onslow Bay. The Island is bounded to the south by Mason Inlet, to the
west by Banks Channel and the Atlantic Intracoastal Waterway, and to the north by Rich Inlet. Figure 8
Island is accessible from US 17 via Porters Neck Road to Edgewater Club Road to Bridge Road. Figure 8
Island is not open to the public and there is a gatehouse at the bridge crossing the AIWW. Access needs
to be arranged prior to arrival with the HOA by calling 910-686-0635. The approximate geographic
coordinates of Figure 8 Island are Latitude 34° 15' 13" N and longitude 77045' 33" W. The Island consists
of primarily residential single family home properties with a clubhouse and administrative building on
Bridge Road. Properties along Banks Channel, on the west side of the Island, are bulkheaded and nearly
every home has a boat dock. The oceanfront beach maintains a vegetated dune system consisting of
typical beach vegetation including American Beach Grass and Sea Oats.
Background
Figure 8 Island has maintained its bordering channels and beach nourishment projects with localized
dredging projects that beneficially use beach quality sand to replenish its oceanfront shoreline. These
projects include a coordinated effort with New Hanover County and the Mason Inlet Preservation Group
to periodically dredge Mason Creek and Inlet (NC DEQ Permit #151-01) as well as a private project to
dredge Banks Channel running along the west side of the Island (NCDEQ Permit #139-04). Other work is
completed on the north end of the island via dredging of Nixon Channel (NCDEQ Permit #6-01) with
beneficial placement north of Bridge Road. Beach quality sand from Mason Creek, Mason Inlet, and
Banks Channel have been used to nourish the southern 10,000 linear feet of the island (Bridge Road
south), constructing a sacrificial primary dune system and replenishing the dry sand beach.
The abovementioned projects have successfully protected Figure 8 Island's property owners from major
hurricane damage despite several brushes and a direct land falling hurricane in recent years. Navigation
around the island has been adequate, despite a few hazard areas in Banks Channel, which this request
for a permit modification seeks to address. Banks Channel (NCDEQ #139-04) was originally permitted
for dredging in 2004 as a 125' wide and 7+2' MLW deep channel that followed the outline of the sound
side docks. In 2006, and major modification was approved for this permit application to widen
approximately 72% of the channel from 125' to 200'. The widening of the channel from the "T" Canal
north allowed for safer boat navigation in the narrow waters adjacent to homeowners docks. Because
the widening modification was requested at the same time as the Mason Inlet Relocation Project, it was

requested at the time that a portion of Banks Channel remain at the 125' width. This would allow
observation of how Mason Inlet behaved following the relocation project without altering the adjacent
channel system. The southern 2,500 feet of Banks Channel remained at the original width while the rest
of the channel was permitted to 200' wide. A turning basin was allowed at the very southern terminus
of Banks Channel to allow boats and water skiers to make a U-turn and head in the other direction.
Multiple other projects have also been permitted and completed prior to the current permit #139-04.
Historical work was completed in Banks Channel under NCDEQ Permits #11-85, 26-92, and 29-98 and all
had a bottom channel width between 125 and 200 feet and authorized depths of -6' to -9' MLW.
Additionally, the USACE held a permit (5-69) from 1969 that authorized a 180' wide channel and a
dredge depth of -18' MLW. With a standard 3H:1V side slope, this constructed channel would be 234'
wide at elevation -9 MLW, which is the permitted depth of the channel under 139-04. The channel
modification proposed under this permit application falls under areas that have been previously
dredged and is not new dredge work.
Project Purpose
Over the past few years, as the population of southeastern North Carolina has exploded and as more
people are enjoying our waterways via boats, the low tide shoals at the south end of Figure 8 has
become an extremely popular destination. A typical summer weekend day features a solid perimeter of
boats along the back barrier shoal of Figure 8 Island as well as the sand bars that become exposed along
the borders of Banks Channel. In wide open waters such as Mason Inlet and Creek, there is sufficient
room for safe navigation around the boaters, however in the constricted area of Banks Channel at the
southern end of Figure 8 Island, the anchor lines and recreational boaters infringe on the navigation
channel and safe passage between the beachgoers and homeowners docks has become a hazardous
activity. With boats anchored off of the sandbar by bow and stern anchors, the navigable water
becomes very tight and welcomes a boating accident. The purpose of this project is to alleviate the
navigation hazard that exists at the southern end of Banks Channel and allow safe passage of boats past
homeowner's docks during the summer months while minimally impacting the adjacent habitat and
recreational beaches.
Additionally, due to the growth of the sandbars within Banks Channel, the deep water channel has been
squeezed against homeowners' bulkheads resulting in scour and undercutting of the installed sheet piles
and failure of the structures for multiple homeowners. A recent survey of the area indicates water
depths of 18-20 feet deep (NAVD88 datum) against the bulkhead. This scour will continue or worsen
with the continued accretion along the sandbars and will threaten the stability of the home itself. A
wider channel within this area alleviates the hydraulic pressure on the existing bulkhead and reduces
the likelihood of failure.
Project Description
To remedy these situations, we are seeking to modify the current permit to allow the entire channel
length to be dredged to a width of 200'. This modification is seeking to widen the remaining 2,370 feet

of channel from the currently permitted 125' to the 200' width of the rest of Banks Channel. Dredge
depths are proposed to remain as currently permitted, -9.0' Mean Low Water.
Beach quality sand from within the channel would be placed on the southern 10,000 feet of oceanfront
shoreline of Figure 8 Island. The dredged material will be used to repair dune scarps and beach erosion
caused by Hurricanes Matthew, Florence and the remnants of Michael. All proposed beachfill templates
are within the footprint of previous construction projects and the overall project will remain under the
50 cubic yards/linear foot of fill guidelines. Currently, approximately 193,300 cubic yards of sand exist
within the full Banks Channel template with roughly 100,000 cubic yards in the proposed modification
area between stations 3+00 and 27+00. Historically, this channel dredging has been done on the same
interval as the Mason Creek/Mason Inlet maintenance dredging (Permit #151-01) to save in mobilization
costs of dredge equipment. It is feasible that this trend will continue and the combined fill from these
channels will be utilized to complete the full nourishment of the Figure 8 Island oceanfront.
This permit application contains a set of permit/construction plan which show the full proposed channel
layout and beachfill design.
Dune Planting
Following the completion of the project, a contractor will be hired to plant vegetation in the dunes in
order to provide stabilization and encourage further dune growth. A small tractor will be used to bore
holes and place the plants, and a water truck will be used to water the planted dunes. Dune plantings
will occur on the southern 10,000 linear feet of oceanfront dune system of Figure 8 Island within the
spatial parameters of this proposed project. The total area of dune plantings will be dependent upon
the final dune construction — where the dune is repaired or rebuilt on the beach and the existing
vegetation on site, however, the total potential square footage of plantings is approximately 649,000
square feet or 14.9 acres. Dune plantings following beach and dune construction will most likely consist
of Sea Oats (Uniola paniculata), transplanted from a greenhouse, and planted as sprigs in late
spring/early summer just before they come out of dormancy. The timing of the initial planting is critical
to ensure the Sea Oats have a chance to survive and thrive. Final planting times and duration depend
upon the dredging project and weather, but a work time from of 2-4 weeks in May or June can be used
for planning purposes.
Environmental Impacts
Care was taken with the design of the proposed modifications to minimize overall impacts to the
environment and surrounding habitats. While this area is extremely popular for anthropogenic activities,
it is also tremendously important habitat to a lot of wildlife including shorebirds, fishes, and turtles. The
channel alignment avoids all designated Primary Nursery Areas (PNA) and the applicant is not seeking to
adjust the current environmental moratoriums that are attached to NCDEQ Permit 139-04. All work
under this modification will be within the Terms and Conditions of the NC State Wide Programmatic
Biological Opinion and the South Atlantic Regional BO. The wetland line was surveyed via topographic
points and plotted against the proposed channel alignment and there will be no wetland impacts
associated with the project. The daylight line representing were the dredge template side slope

intersects the existing grade is shown on sheet 3 in the project plans. While these lines are about 10 feet
apart at station 7+04 in Banks Channel, additional sloughing of the shoreline is not expected as a natural
3HAV slope is included in the design parameters.
The beach disposal area footprint is not modified for this project from all previous work completed on
Figure 8 Island under the existing Banks Channel Permit (#139-04) and New Hanover County's Mason
Inlet permit (#151-01). This modification request does not expand the overall impacts to the oceanfront
beach beyond what has historically been constructed in the dune or nearshore. An inlet hazard area,
shown on the map, exists on the south end of Figure 8 Island. Under existing rules, no new dune
construction is allowed within an Inlet Hazard Area. All dune construction proposed under this permit
application falls within what has previously been constructed and works to restore the eroded dune to
the pre Hurricane Florence condition.
All excavation within Banks Channel is either inter or sub -tidal (falling below the Mean High Water
contour). The total area of inter/sub-tidal area to be impacted is 928,448 square feet in Banks Channel
(21.3 acres).
Geotechnical Analysis
In accordance with the North Carolina Sediment Criteria Rules (NC CAMA 15A NCAC 07H.0312),
vibracores were collected from the channel widening area to determine the quality of sediment within
the proposed template and ensure that all sand disposed of on the beach was similar to the native sand.
Athena Technologies was contracted to collect 6 cores in the vicinity of the proposed project area and
began and completed field collection work on July 11, 2018. The cores were taken to Athena's
laboratory to be split and were returned to TI Coastal on July 13, 2018.
In TI Coastal's geotechnical lab, the split vibracores were described, photographed, and sampled for
grain size and calcium carbonate analysis. Samples were collected to represent separate stratigraphic
layers within the cores. If a single layer was over 3 feet thick, multiple samples were taken to verify the
visual uniformity within the strata. Individual samples were dried and sieved to determine grain size
distribution and define the granularmetric parameters of the sediment. Calcium Carbonate analysis, via
acid digestion, was performed for each sample as well to determine overall shell content.
The vibracore locations were used to create a "spider map" which breaks Banks Channel into polygons
where one vibracore represents the sediment within that segment of channel. The polygons were
delineated by the midpoint of the straight line distance between two adjacent cores. Volume analysis
was performed within the channel footprint for each core compartment to determine the amount of
sediment each core layer represented. Once the total volume of sediment for the individual core layer
was calculated, a weighted average of the sieve analysis was created, multiplying the total volume by
the percent of sediment retained on each sieve. Compiling these numbers, an overall composite sample
was created for Banks Channel within the expanded footprint area. It should be noted that while a
vibracore was collected at location #1, this core was not used in statistical analysis as it did not fall
within the template boundaries—only cores 2 through 6 were used for the grain size analysis.

As expected and consistent with previous dredging projects in Banks Channel, the sand within the
expanded channel area is of very high quality and a good match to the sand that is currently on Figure 8
Island. There are no existing native grain size statistics for Figure 8 due to the history of nourishment
projects, however the vibracores collected show high quality, beach compatible quartz sand within
template. Average grain size was 0.18 mm with 1.2% calcium carbonate and 0.2% fines (passing the 230
sieve). The weighted average statistics indicate that the material is 0.0% Cobbles, 0.0% Gravel, 0.1%
Granular, 99.8% Sand, and 0.1% Silt. Average calcium carbonate for the expanded channel area is 1.3%.
A table with the weighted average grain size statistics as well as the individual core photos, descriptions,
sample grain size distribution and sample granularmentric tables are included following this narrative.
Unsuitable Material Handling
While the quality of sand within the channel has always been high quality for previous projects and the
vibracores collected from the expansion area is also beach compatible, a plan is in place to handle large
amounts of unsuitable material. If by chance the dredge encounters unsuitable material within the
channel, operations will cease and the dredge will relocate to another area. Significant amounts of
unsuitable material on the beach will be removed and placed within DA -241, located at the intersection
of Mason Creek and the AIWW, outside of the USACE Right of Way. Because any potential unsuitable
material would be placed outside of the USACE ROW, it is not subject to the new guidelines which
severely limit the use of any USACE disposal area for outside dredge material placement.

CAMA Permit Application
Project Plan View and Cross Section Drawings

Banks Channel Dredging Project
Proposed Channel Widening
Figure 8 Island
New Hanover County, NC
Proposed Channel Alignment and Fill Area
March 2019
r
ATLANTIC INTRACOASTAL WATERWAY
MASON CREEK
Banks Channel
Figure 8 Beach Fill Area
(Material from Banks Channel)
ATLANTIC OCEAN
ATLANTIC INTRACOASTAL WATERWAY
Aerial: 2018 Not To Scale
TI oastal
„x„ =Half Scale FIGURE 1 SLAND

X
r
Figure "8" Beach Baseline Coordinates
NAD83 INC State Plane - Feet
Point StationEasting Northing
BI -1 0+00 2,373,724.00 183,249.28
BI -2 100+00 2,379,502.29 191,410.85
Sheets 3 & 5 7 - Sheets t
*4
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Banks Channel
X
A lip
Inlet Hazard Area Boundary 7NEI-
' )• �� �'
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'FI Is
Vertical Datum
Conversion
Mean High Water
TI oastal ,.4
.Bz• HAvoee
2.42'
TI Coastal Services, Inc. Mean Low Water
P.O. Box 11056 Graphic Scale
Wilmington, NC 28404 0• zoo. 400• Boo,
910.512.3096 11x17 = Half Scale iI
Scale: t" = 400'
X
Figure 8 Beach Fill Area
(MateriaMm Banks Channel)
Sheets 10 & 12 Sheets 11 & 13
Banks Channel Dredging Project
New Hanover County, NC
Proposed Channel Modifications and Beach Placement Area
Project Layout and Control
X
Notes.
1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet
2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging.
3. Beach data collected by TI Coastal on April 23, 2018 (Pre Florence) and
September 29, 2018 (Post Florence) and represent conditions at that time.
4. Channel data collected by TI Coastal on November 1 st and 2nd, 2018
and represent conditions at that time.
4. Soundings are expressed in feet and tenths.
5. Aerial photography flown by Terralina Mapping Consultants in Spring 2018.
DWG NAME: 2019 Banks Channel Permit Drawings.dwg
Christian L. Gibson, PE
DWG DATE: March 6, 2015 SURVEY DATE: As Shown
NC PE #026273 SCALE: i" = 500' SHEET: 2 OF 15

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Conversion Banks Channel Dredging P ro,� e c t 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet
NAV 0as 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging.
TI o a s t a I County, 3 Beach data collected by st Coastal on April pr sent (Pre Florence) and
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Proposed Channel Modifications and Beach Placement Area 5. Aerial photography flown by Terrallna Mapping Consultants In Spring 2018.
TI Coastal Services, Inc. Graphic Scale
P.O. Box 11056 0' 75' 150' 300' DWG NAME: 2079 Banks Channel Permit Drawings.dwg
Wilmington,NC 28404 Banks Channel - Bathymetry & Contours
910.512.3096 1 1x17 -Half Scale Scale: 1" = 150' DWG DATE: March 6, 2015 SURVEY DATE: As Shown
Christian L. Gibson, PE
NC PE #026273 SCALE: 1" = 150' SHEET: 5 OF 15

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Vertical Datum
Conversion
Banks Channel Dredging P ro,� e c t
Notes:
1. Horizonte lm
Datum: NC State Plane - Zone 3200, Fee[
NAV 88
2. Vertical Datum: NAVD88 for beach work, Mean Lowow Water for channel dredging.
3. Beach data collected by Coastal on April (Pre Florence) and
a I
z.s°•
pre ant
September 29, 2018 (Post Florence) and represent conditions at that time.
st
TI = o s t a
r o W.I.,
New Hanover Count NC
County,
4. Channel data collected b TI Coastal on November 1st and 2nd, 2018
1
aea�i
and represent conditions at that time.
Proposed Channel Modifications and Beach Placement Area
Graphic Scale4.
Soundings are expressed in feet and tenths.
5 Aerial photography flown by Terralina Mapping Consultants in Spring 2018.
TI Coastal Services Inc.
P.O. Box 11056
Ho Fz.Scale. l"_1DD
0• so, too• 200•
DWG NAME: 20.19 Banks Channel Permit Drawings.dwg
Wilmington, NC 28404
.
Vert.Scale: 1" = 10'
Christian L. Gibson, PE
NC PE #026273
SCALE: As Shown SHEET: 7 OF 15

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Notes:
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NAV 88
2. Vertical Datum: NAVD88 for beach work, Mean Lowow Water for channel dredging.
3. Beach data collected by st Coastal on April (Pre Florence) and
a I
z.s°•
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pre ent
TI = o s t a
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New Hanover Count NC
y'
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1
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Proposed Channel Modifications and Beach Placement Area
Graphic Scale4.
Soundings are expressed in feet and tenths.
5 Aerial photography flown by Terralina Mapping Consultants in Spring 2018.
TI Coastal Services Inc.
P.O. Box 11056
Ho Lz.Scale. l"_1DD
0• so, too• 200•
DWG NAME: 2019 Banks Channel Permit Drawings.dwg
Wilmington, NC 28404
910.512.3096 11x17 =Half Scale
a• s• 90• 20•
Vert.Scale: 1" = 10'
Cross Section - Stations 30+13 to 61 +54
Christian L. Gibson, PE
NC PE #026273
DWG DATE: March 6, 2015 SURVEY DATE: As Shown
SCALE: As Shown SHEET: 8 OF 15

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Vertical Datum
Conversion
Banks Channel Dredging P ro,� e c t
Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, Fee[
NAV 88
2. Vertical Datum: NAVD88 for beach work, Mean Lowow Water for channel dredging.
3. Beach data collected by st Coastal on April (Pre Florence) and
1
TI = o a s t a I
z.s°•
r o W.I.,
New Hanover Count NC
y'
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pre ent
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aea�i
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5. Aerial photography flown by Terralina Mapping Consultants in Spring 2018.
TI Coastal Services Inc.
P.O. Box 11056
Ho Fz.Scale. l"_1DD
e• so, too• 200•
DWG NAME: 20.19 Banks Channel Permit Drawings.dwg
Wilmington, NC 28404
910.512.3096 11 x17 = Half Scale
a• s• ao• zo•
Vert.Scale: 1" = 10'
Cross Section -Stations 62+00 to 94+00
Christian L. Gibson, PE
NC PE #026273
DWG DATE: March 6, 2015 SURVEY DATE: As Shown
SCALE: As Shown SHEET: 9 OF 15

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10.8 11.1 14.5 15.8 14.8 14,0 13.3 13.0 •g
I1.3 11.7 15.4 16.8 15.8 15.2 14.6 14.4
11.8 12,1 16.4 17.8 17.0 16.4 4pr15.7 15.6
12.1 12.9 17.3 18.6 18.1 17.5 16.8 16.9
12.7 13.7 18.0 19.3 19.0 18.6 17.9 18.1
13.2 14.5 18.7 19.9 19.8 19.4 m 18.8 19.3
14.0 15.3 19.3 20.5 20.4 w ti
14.8 15.9 19.8 21.1 21.3 20.2 19.5 20.1
15.4 16.8 20.4 21.1 21.8 20.9 Z 20.4 20.9
21.5 210 21.5
16.0 17.4 20.9 21 22.3 22.0 211.7 22.1
16.6 17.9 21.3 22.4 22.8
17.2 18.5 \ / 21.7 22.8 23.2 22.5 U N 22.1 23.0
17.7 19.0 /J(\ 22.1 23.1 23.4 23.0 < w 23 23.4
18.3 19.4 22.4 23.5 23.7 23.3 Q 23.1 23.9
18.8 19.9 22.7 23.8 23.9 23.6 = 23.3 24.2
23.9 v1 23.5 24.5
19.3 20.3 23.0 23.9 24.0 24.2 23.8 24.8
19.7 20.6 23.3 24,3 24'0 24.6 24.3 25.0
20.1 21.1 23.6 24.6 24,4 25.2
20.5 21.4 239 24.7 24.6 25.1 24.6 25.5
20.9 21,7 24.1 24.9 25.2 25.3 24.8 25.5
21.2 22.1 24.3 25.1 25.5 25.5 25.0 25.7
21.5 22,3 24,5 5.4 25.8 25.7 25.2 25.8
21.8 22.7 24.8 25.5 26.0 25.9 25.3 26.0
22.8 23.0 24.9 ,7 26.2 26.0 25.5 262
22.5 23.3 25.1 25.9 26.4 26.2 25.7 26.5
22.8 23.4 25.3 26.1 26.7 26.4 25.9 26.7
23.1 23.7 25.5 262 26.9 26.6 26.0 26.9
23.4 23.9 25.6 26.3 27.0 26.7 26.2 27.3
23.6 24.2 25.8 26.4 26.9 26.9 26.3 27.1
23.8 24.4 25.9 26.6 27.1 27.1 26.5 27.0
24.1 24.6 26.1 26.7 27.3 27.2 26.5 27.2
y 24.3 24.8 26.2 26.9 27.4 27.3 26.8 27.3
i� 24.5 25.1 26.4 26.9 27.4 27.5 26.9 27.5
c'00- 24.7 25.2 26.5 27.1 27.5 27.6 27.1 27.7
25.0 25.3 26.7 27.3 27.8 27.9 27.1 27.9
.4 25.5 26.9 27.3 28.2 28.0 27.3 28.0
25.7 27.0 27.4 28.4 28.2 27.4 28.1
F%' 25.5 25.9 27.1 27.6 28.6 28.3 27.5 28.3
25.9 26.1 27.3 27.6 28.6 28.4 27.6 28.6
26.3 27.3 27.7 28.7 28.6 27.7 28.7
26.1 26.4 27.5 27.8 28.5 28.6 \ 27.9 28.8
26.3 26.6 27.6 27.8 28.7 28.8 V 28.1 29.1
26.4 26.7 27.7 28.0 28.5 29.0 '/�\ 28.2 29.2
26.6 26,9 27.8 28.1 28.5 29.2 28.4 29.3
26.8 27.0 .9 28.1 28.5 29.3 28.5 29.5
26.9 27,2 282 28.8 29.5 28.7 29.5
27.1 27.4 28.3 29.1 29.6 28.9 29.8
27.3 27.5 28.4 29.2 29.7 29.0 30.0
28.6 30.3 4 29.5 29'9 29.2 30.1
28.7 30.5 30.2 30.1 296 30.3 O�
28.7 30.6 30.4 29.7 30.5
- Mean High Water Contou 28.9 30.5 30.5 29.9 30.7
29.0 30.7 30.7 30.0 30.9
29.1 \ ' 30.9 30.9 302 31.0
Mean Low Water Contour 29.2 y 31.0 31.1 30.4 31.3 mX
29.3 / \ 31.1 3L2 30.5 31.4
29.4 31.1 31.4 30.7 31.5
29.6 31.1 31.6 30.9 31.7
29.7 31.3 31.8 31.0 31.9
32.2
29.4 y 299 y 31.4 y 31.9 35 322 1.1 y 32.3
296 29.7 •}y � �Q, 29•g a tic, 31.6 3 31.4
ll E1`� 30.4 `O`b 30.1 E'j'S� `itj 31.6 31.5
31.8 8 31.7
Vertical Datum Notes:
Conversion Banks Channel Dredging P rod e c t 2 Horizontal Datum: INC State Plane -Zone 3200, ow Water
Fee[
T +�, �
NAV 88 2 Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging.
T i - o a s t a I y' 3 Beach data collected by TI Coastal on April pr sent c (Pre Florence) and
z.94• September 29, 2018 (Post Florence) and represent conditions at that time.
M- Low Water New Hanover Count NC 4. Channel data collected b TI Coastal on November 1st and 2nd, 2018
Bea�rort Damm
and represent conditions at that time.
4. Soundings are expressed in feet and tenths.
Proposed Channel Modifications and Beach Placement Area S. Aerial photography flown by Terrains Mapping Consultants in Spring 2018.
TI Coastal Services, Inc. Graphic Scale
P.O. Box 77056 D' loo' 200' 400' DWG NAME: 2019 Banks Channel Permit Drawings.dwg
Wilmington, NC 28404mi Figure 8 Beach - Bathymetry and Contours Christian L. Gibson, PE DWG DATE: March 6, 2015 SURVEY DATE: As Shown
910.512.3096 11x17 = Half Scale Scale: 1" = 200•
NC PE #026273 SCALE: 1" = 200' SHEET: 12 OF 15

`
)1 4• tj
+10A o +10.7
+221 +18.4 ' ...
+4.
w
+L+ +1.9
7 +0.8
+0.4 U.
+0.l
22
2.7
2.1 0.8
2.1 1b
2.' 2.6
32 3.4
9.8
8.8
8.6
8.8
8.5
8.6
9.4
8.8
10.1
11.0
9.3
10.0
11. 9
13'012.2
10.8
14.4
15.6
13.6
17 \ /
16.9
18.1
16.4 /X\
17.66
21.0
21.9
20.3
152
16.5
111.8
27
14.0
22.0
z2.5
=
U
21.7
e1 22.1
22.1
23.0
22.3
22.7
21.0
21.7W
21.9
17.7
18.8
15.2
16.6
Z
23.0
23.3
�
Q
+11.4
23.4
23.9
23.7
24.4
+13.8
+202
17.6
18.6
`U
_
+I0.8 - -
- +13.8-
= 23.3
2.4
242
244.5 .9
23.7
21.4
+�
24,2
i
+30
24.8
25.0
25.6
25.9
+IS
+1.6
20.9
21.6
•�'
+0.7
+ 0.7
24.3
24.6
+2 5
+0.2
"1
25.1
+1.2
1.4
0.6
25.3
25.5
+OA
2.4
2.7
OS
12
34
23.0
23.4
1.1
20
35
25.2
25.3
Ib
27_
3.3
no
e
258
26.0
• as -
9.2
8.5
9.8
8.8
8.6
8.8
8.5
8.6
9.4
8.8
10.1
11.0
9.3
10.0
11. 9
13'012.2
10.8
14.4
15.6
13.6
17 \ /
16.9
18.1
16.4 /X\
17.66
Beach MLW Contour
September 2018
0.0
OA
L6
2.3
A
35
42
5.1
6.4
7.7
8.6
9.3
9
10.22
10.9
10.9
1.4
11.4
112
v-
r� All o
+13.8 .
13.8
+11.2
+10.3
+13.59�rF.�(O r.Y
+1.2
+1.0
0.1
L
2.2 G''i°
2.2
202
w
te.e
I9.5
2 .3
20.1
18.9
20.1
18.0
19.3
13.9
11.3
20.9
21.5
Z
o5 20.4
21.0
20.9
21.5
21.0
21.9
20.3
152
16.5
111.8
27
14.0
22.0
z2.5
=
U
21.7
e1 22.1
22.1
23.0
22.3
22.7
21.0
21.7W
21.9
17.7
18.8
15.2
16.6
Z
23.0
23.3
�
Q
w 226
23.1
23.4
23.9
23.7
24.4
239
232.5
19'8
20.6
17.6
18.6
`U
23.6
= 23.3
2.4
242
244.5 .9
23.7
21.4
19.23.9 5
24,2
`� 23.8
24.8
25.0
25.6
25.9
24.1
24.4
24.8
22.8
23.4
20.9
21.6
5,n0� 24,8
25.1
24.3
24.6
25.2
25.5
26.2
26.4
25.1
23.9
24.3
22.1
22.6
25.3
25.5
24.8
25.0
25.5
25.7
26.6
26.8
25.4
25 7
24,8
25•I
23.0
23.4
25.7
25.9
25.2
25.3
25.8
26.0
26.8
26.9
258
26.0
25.3
25.6
23.7
24.0
26.0
262
25.5
25.7
262
26.5
27.0
27.1
26.1
26.2
26.0
26.3
24.4
24.7
26.4
26.6
25.9
26.0
26.7
26.9
27.3
7.4
26.4
26.4
26.5
26.6
26.9
25.0
252
26.7
26.9
26.2
26.3
27.3
27.1
27.6
27.7
26.7
26.7
27.1
27.4
25.5
25.8
27.1
27.2
26.5
26.5
27.0
27.2
27.8
28.0
26.8
27.0
27.6
27.8
26.0
26.4
27.3
27.5
26.8
26.9
27.3
27.5
28.1
28.2
272
28.0
28.2
26.6
26.9
F,'1�
27.6
27.9
27.1
27.1
27.7
28.2
27.3
27.4
28.5
28.6
272
28.0
27.3
27.9
28.0
28.4
28.6
27.5
27.6
29.0
27.5
27.7
28.2
28.3
27.4
27.5
28.1
28.3
28.7
28.7
27.8
29.1
29.3
28.0
28.1
28.4
28.6
27.6
27.7
28.6
28.7
28.8
28.9
27.9
28.0
29.5
29.6
28.4
28.7
28.6
28.8
27.9
28.1
AIL30.1
28.8
297
29.0
29.2
282
28,3
29.8
30.0
28.8
29.0
29.0
29.2
28.2
28.4
292
29.3
29.3
29.3
28.4
28.4
30.1
30.3
292
29.3
29.3
29.5
28.5
28.7
29.5
29.6
29.3
29.4
28.5
28.6
30.4
30.6
29.6
29.7
29.6
29,7
28.9
29A309
29.8
30.0
29.4
29.4
28.8
28.9
30.7
29.9
30.0
29.4
29.0
29.1
31.0
31.2
302
Mean High Water Contou
30.3
30.5
30.7
29.4
29.4
29.5
29.2
29.2
29.1
31.4
31.4
31.6
30 6
30.7
Mean Low Water Contour
30.9
31A
343
29.5
29.5
29.6
29,2
29.3
29,5
317
31,8
30.8
31.0
31.1
31.4
29.6
29.7
319
32A
31.3
31.5
31.7
29.6
29.7
29,9
302
321
31.4
31.6
31.9
29.5
30.3
32.1
32.432.0
31.8
322
'yi
32.2
32.3
32.5
ti
4•jq,
29.7
29.8
299
30.6
30.8
32,
ti 32A
-
ti 32.2
327
Y7
2A9 �•
30.9
31.1
�
Vertical Datum
Conversion
NAV 88
Banks
Channel Dredging
P rod e c t
Notes:
2 Horizontal Datum: INC State Plane -Zone 3200, Fee[
Mean Low Water for dredging.
2 Vertical Datum: NAVD88 for beach Water
work, ow channel
3 Beach data collected by TI Coastal on April (Pre Florence) and
T
T +��
I o a s t o I
zs4•
M... Low Water
New Hanover Count NC
y'
September 29, 2018 (Post Florence) and represent conditions at that time.
pr sent c
4. Channel data collected b TI Coastal on November 1st and 2nd, 2018
Bea�rort Damm
and represent conditions at that time.
Proposed
Channel Modifications and Beach
Placement Area
4. Soundings are expressed in feet and tenths.
S. Aerial photography flown by Terrains Mapping Consultants in Spring 2018.
TI Coastal Services, Inc.
Graphic Scale
P.O. Box 77056
D' loo' 200' 400'
DWG NAME: 2019 Banks Channel Permit Drawings.dwg
Wilmington, NC 28404
mi
Figure 8 Beach Control Layout
DWG DATE: March 6, 2015 SURVEY DATE: As
Shown
910.512.3096 11x17 =Half Scale
Scale: 1" = 200'
-
Christian L. Gibson, PE
NC PE #026273
SCALE: 1" = 200' SHEET: 13 OF 15

X:2373724.00 0+00 Length: 3500.00 Azimuth: 125.30
Y: 183249.28
-100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00
20.00
X:2376580.55
Y: 181226.88
700.00 800,00
20.00
15.00
Y: 186513.91
15.00
4,
0+00
-120
10.00
4
5.00
700.00 800.00
10.00
5,00
0.00 100.00 200.00 300.00 400.00 500,00 600.00
-100.00
0.00 100.00
0.00
700.00 800,00
0.00
20.00
131 4'
15.00
10+00
- 120'
20.00
15,00
-5.00
zsr
-5.00
-10.00
15,00
-10.00
-15.00
180423 Pre Florence 180929 Post Florence Template
0+00 0+00
DBL 100.00 Ftln
Depth 10.00 Fhln
-15.00
X:2374879.66
20+00
Length: 3500.00 Azimuth: 125.30
X:2377736.21
Y: 186513.91
Y: 184881.60
Y: 184491.51
700.00 800.00
Y: 182859.19
0.00 100.00 200.00 300.00 400.00 500,00 600.00
-100.00
0.00 100.00
200.00 300,00 400.00 500.00 600,00
700.00 800,00
10.00
20.00
131 4'
15.00
10+00
- 120'
20.00
15,00
Ai 40+00
- 120
zsr
15.00
10,00
15,00
10.00
5.00
15.00
zsr
a, 4,
20+00
�1 ren
Christian L. Gibson, PE
NC PE #026273
10,00
0.00
10.00
-5.00
-5.00
-5.00
5.00
121 4'
-5.00
5,00
-15.00
180423 Pre Florence
30+00
-5.00
-10.00
DBL 100.00 Ftln
Depth 10.00 Rini
-15.00
180423 Pre Florence 180929 Post Florence Template
0.00
-15.00
10+00 10+00
Depth 10.00 Rio
0.00
-15.00
180423 Pre Florence
180929 Post Florence Template
DBL 100.00 Ftln
-15.00
40+00
40+00
-5.00
-5.00
10.00
-10.00
-15.00
180423 Pre Florence
180929 Post Florence
Template
DBL 100.00 Ftln
-15.00
20+00
20+00
Depth 10.00 Rill
X:2376035.32
40+00 Length: 3500.00 Azimuth: 125.30
X:2378891.87
Y: 184065.44
Y: 186513.91
15.00
Y: 184491.51
700.00 800.00
100.00
0.00 100.00 200.00 300.00 400.00 500,00 600.00
700.00 800.00
20.00
20.00
10.00
20.00
131 4'
15.00
10+00
- 120'
5.00
15,00
Ai 40+00
- 120
zsr
15.00
10,00
0.00
10.00
5.00
124.1
zsr
5.00
a• s•11 zo•
�1 ren
Christian L. Gibson, PE
NC PE #026273
0.00
0.00
0.00
-5.00
-5.00
-5.00
-10.00
-5.00
-10.00
-15.00
180423 Pre Florence
30+00
-5.00
-10.00
DBL 100.00 Ftln
Depth 10.00 Rini
-15.00
180423 Pre Florence 180929 Post Florence Template
7 -10.00
-15.00
10+00 10+00
Depth 10.00 Rio
-15.00
180423 Pre Florence
180929 Post Florence Template
DBL 100.00 Ftln
-15.00
40+00
40+00
Depth 10.00 Fhln
X:2374301.83 10+00 Length: 3500.00 Azimuth: 125.30
X:2377158.38
Length: 3500.00 Azimuth: 125.30
200.00 300.00 400,00 500,00 600.00
Y: 184065.44
Y: 182043.03
15.00
-100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00
700.00 800.00
20.00
10.00
20.00
30+00
10.00
15.00
131 4'
15.00
10+00
- 120'
5.00
10.00
zsr
10.00
TI Coastal Services Inc.
P.O. Box 1.1056
0.00
151.1'
5.00
5.00
zsr
Wilmington, NC 28404
910.6'12.3096 11 x1 7 =Half Scale
a• s•11 zo•
0.00
Christian L. Gibson, PE
NC PE #026273
0.00
SCALE: As Shown SHEET: 14 OF 15
5.00
-5.00
-5.00
-5.00
-10.00
-10.00-10.00
-10.00
-15.00
180423 Pre Florence
30+00
180929 Post Florence
30+00
Template
DBL 100.00 Ftln
Depth 10.00 Rini
-15.00
180423 Pre Florence 180929 Post Florence Template
DBL 100.00 Ft:ln
-15.00
10+00 10+00
Depth 10.00 Rio
X:2375457.49
Y: 185697.75
-100.00
20.00
30+00
0.00 100.00
Length: 3500.00 Azimuth: 125.30
200.00 300.00 400,00 500,00 600.00
X:2378314.04
Y: 183675.35
700.00 800.00
20.00
15.00
NAV 88
15.00
10.00
7
120'
30+00
10.00
5.00
131 4'
and represent conditions at that time.
5.00
Graphic Scale4.
zsr
Soundings are expressed in feet and tenths.
5. Aerial photography flown by Terralina Mapping Consultants in Spring 2018.
TI Coastal Services Inc.
P.O. Box 1.1056
0.00
0.00
DWG NAME: 20.19 Banks Channel Permit Drawrngs.dwg
Wilmington, NC 28404
910.6'12.3096 11 x1 7 =Half Scale
a• s•11 zo•
Beach Cross Section - Stations 0+00 to 50+00
Christian L. Gibson, PE
NC PE #026273
-5.00
SCALE: As Shown SHEET: 14 OF 15
5.00
-5.00
-10.00
-10.00
-10.00
-15.00
180423 Pre Florence
30+00
180929 Post Florence
30+00
Template
DBL 100.00 Ftln
Depth 10.00 Rini
-15.00
X:2376613.15
Y: 187330.07
-100.00
20.00
50+00
0.00 100.00
Length: 3500.00 Azimuth: 125.30
200.00 300.00 400,00 500.00 600.00
X:2379469.70
Y: 185307.66
700.00 800.00
20.00
15.00
NAV 88
15.00
10.00
81.
�izo
50+00
10.00
5.00
131 4'
and represent conditions at that time.
5.00
Graphic Scale4.
Soundings are expressed in feet and tenths.
5. Aerial photography flown by Terralina Mapping Consultants in Spring 2018.
TI Coastal Services Inc.
P.O. Box 1.1056
0.00
0.00
DWG NAME: 20.19 Banks Channel Permit Drawrngs.dwg
Wilmington, NC 28404
910.6'12.3096 11 x1 7 =Half Scale
a• s•11 zo•
Beach Cross Section - Stations 0+00 to 50+00
Christian L. Gibson, PE
NC PE #026273
-5.00
SCALE: As Shown SHEET: 14 OF 15
5.00
-10.00
-10.00
-15.00
180423 Pre Florence
50+00
180929 Post Florence
50+00
Template
DBL 100.00 Fhln
Depth 10.00 Fhln
-15.00
Vertical Datum
Conversion
Banks Channel Dredging P ro,� e c t
Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, Fee[
NAV 88
2. Vertical Datum: NAVD88 for beach work, Mean Lowow Water for channel dredging.
3. Beach data collected by Coastal on April (Pre Florence) and
TI = o a s t a I
z.s°•
r oaiumer
New Hanover Count NC
y'
September 29, 2018 (Post Florence) and represent conditions at that time.
YI pre ent
4. Channel data collected b TI Coastal on November 1st and 2nd, 2018
1
aea�i
and represent conditions at that time.
Proposed Channel Modifications and Beach Placement Area
Graphic Scale4.
Soundings are expressed in feet and tenths.
5. Aerial photography flown by Terralina Mapping Consultants in Spring 2018.
TI Coastal Services Inc.
P.O. Box 1.1056
Hoiz.Scale.•1"_100
0• so, too• 200•
DWG NAME: 20.19 Banks Channel Permit Drawrngs.dwg
Wilmington, NC 28404
910.6'12.3096 11 x1 7 =Half Scale
a• s•11 zo•
Beach Cross Section - Stations 0+00 to 50+00
Christian L. Gibson, PE
NC PE #026273
DWG DATE: March 6, 2015 SURVEY DATE: As Shown
SCALE: As Shown SHEET: 14 OF 15

X:2377190.98
60+00 Length: 3500.00 Azimuth: 125.30
X:2380047.53
Y: 191410.86
Y: 188146.23
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Y: 186123.82
0.00 100,00 200.00 300.00 400.00 500,00 600.00 700.00 800.00
-100.00
0.00 100.00 200.00 300.00 400.00 500.00 600.00
700.00 800,00
20.00
20.00
97.6'
September 29, 2018 (Post Florence) and represent conditions at that time.
YI pre ent
4. Channel data collected b TI Coastal on November 1st and 2nd, 2018
20.00
%15.00
zstsd�
and represent conditions at that time.
100+00
15,00
60+00
- 120'
A
15.00
10.00
Hoiz.Scale. 11"_100
0• so, too• 200•
10.00
5.00
120.9'
0.00
5,00
0.00
zsr�
Christian L. Gibson, PE
NC PE #026273
-5.00
0.00
0.00
-15.00
180423 Pre Florence
70+00
-5.00
-10.00
-15.00
-10.00
-5.00
-5.00
180929 Post Florence Template DBL 100.00 Fdr;
-15.00
100+00
10.00
-10.00
-10.00
5.00
-15.00
180423 Pre Florence
180929 Post Florence Template
DBL 100.00 Ftln
-15.00
00+00
60+00
Depth 10.00 Fhln
X:2378346.64
80+00 Length: 3500.00 Azimuth: 125.30
X:2381203.19
Y: 191410.86
Y: 189778.54
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Y: 187756.14
0.00 100,00 200.00 300.00 400.00 500,00 600.00 700.00 800.00
-100.00
0.00 100.00 200.00 300.00 400,00 500.00 600,00
700.00 800,00
20.00
2000,
97.6'
September 29, 2018 (Post Florence) and represent conditions at that time.
YI pre ent
4. Channel data collected b TI Coastal on November 1st and 2nd, 2018
20.00
%15.00
zstsd�
and represent conditions at that time.
100+00
15,00
a
80+00
- 12.1
A
15.00
10,00
Hoiz.Scale. 11"_100
0• so, too• 200•
10.00
5.00
ss.s•
0.00
5,00
0.00
�17�re
Christian L. Gibson, PE
NC PE #026273
-5.00
0.00
0.00
-15.00
180423 Pre Florence
70+00
-5.00
-10.00
-15.00
-10.00
-5.00
-5.00
180929 Post Florence Template DBL 100.00 Fdr;
-15.00
100+00
100+00 Depth 10.00 Ft:ln
-10.00
-10.00
-15.00
180423 Pre Florence
180929 Post Florence Template
DBL 100.00 Ftln
-15.00
80+00
80+00
Depth 10.00 Ft:ln
X:2379502.29
100+00 Length: 3500.01 Azimuth: 125.30 X:2382358.85
X:2380625.36
Y: 186939.98
700.00 800.00
Y: 191410.86
Y: 189388.46
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
-100.00
0.00 100,00 200.00 300.00 400.00 500,00 600.00 700.00 800.00
10.00
20.00
TI = o a s t a I
20.00
5.00
97.6'
September 29, 2018 (Post Florence) and represent conditions at that time.
YI pre ent
4. Channel data collected b TI Coastal on November 1st and 2nd, 2018
15,00
%15.00
zstsd�
and represent conditions at that time.
100+00
0.00
10,00
A
10.00
TI Coastal Services Inc.
P.O. Box 1.1056
Hoiz.Scale. 11"_100
0• so, too• 200•
5.00
5.00
0.00
5.00
0.00
Beach Cross Section - Stations 60+00 to 100+00
Christian L. Gibson, PE
NC PE #026273
-5.00
-10.00
-5.00
-15.00
180423 Pre Florence
70+00
-5.00
-10.00
-15.00
-10.00
-15.00
180423 Pre Florence
180929 Post Florence Template DBL 100.00 Fdr;
-15.00
100+00
100+00 Depth 10.00 Ft:ln
X:2377768.81
Y: 188962.38
-100.00
20.00
70+00 Length: 3500.00 Azimuth: 125.30
0.00 100.00 200.00 300.00 400.00 500.00 600.00
X:2380625.36
Y: 186939.98
700.00 800.00
20.00
15.00
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1
15.00
10.00
70+00
120'
TI = o a s t a I
10.00
5.00
97.6'
September 29, 2018 (Post Florence) and represent conditions at that time.
YI pre ent
4. Channel data collected b TI Coastal on November 1st and 2nd, 2018
5.00
aea�i
zstsd�
and represent conditions at that time.
Proposed Channel Modifications and Beach Placement Area
0.00
Graphic Scale
0.00
TI Coastal Services Inc.
P.O. Box 1.1056
Hoiz.Scale. 11"_100
0• so, too• 200•
DWG NAME: 20.19 Banks Channel Permit Drawrngs.dwg
5.00
-5.00
Beach Cross Section - Stations 60+00 to 100+00
Christian L. Gibson, PE
NC PE #026273
-5.00
-10.00
-10.00
-15.00
180423 Pre Florence
70+00
180929 Post Florence Template
70+00
DBL 100.00 Ft:ln
Depth 10.00 Fhln
-15.00
X:2378924.46
Y: 190594.70
-100.00
20.00
90+00 Length: 3500.01 Azimuth: 125.30
0.00 100.00 200.00 300.00 400,00 500,00 600.00
X:2381781.02
Y: 188572.30
700.00 800.00
20.00
1 1 1
15.00
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1
15.00
10.00
s 90+00
�tz.a
TI = o a s t a I
10.00
5.00
m
September 29, 2018 (Post Florence) and represent conditions at that time.
YI pre ent
4. Channel data collected b TI Coastal on November 1st and 2nd, 2018
5.00
aea�i
25.1
and represent conditions at that time.
Proposed Channel Modifications and Beach Placement Area
0.00
Graphic Scale
0.00
TI Coastal Services Inc.
P.O. Box 1.1056
Hoiz.Scale. 11"_100
0• so, too• 200•
DWG NAME: 20.19 Banks Channel Permit Drawrngs.dwg
5.00
-5.00
Beach Cross Section - Stations 60+00 to 100+00
Christian L. Gibson, PE
NC PE #026273
DWG DATE: March 6, 2015 SURVEY DATE: As Shown
-10.00
-10.00
-15.00
180423 Pre Florence
90+00
180929 Post Florence Template
90+00
DBL 100.00 Ft:ln
Depth 10.00 R:ln
-15.00
Vertical Datum
Conversion
Banks Channel Dredging P ro,� e c t
Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, Fee[
NAV 88
2. Vertical Datum: NAVD88 for beach work, Mean Lowow Water for channel dredging.
3. Beach data collected by Coastal on April (Pre Florence) and
TI = o a s t a I
z.s°•
r oaiumer
New Hanover Count NC
y'
September 29, 2018 (Post Florence) and represent conditions at that time.
YI pre ent
4. Channel data collected b TI Coastal on November 1st and 2nd, 2018
1
aea�i
and represent conditions at that time.
Proposed Channel Modifications and Beach Placement Area
Graphic Scale
4. Soundings are expressed in feet and tenths.
5. Aerial photography flown by Terralina Mapping Consultants in Spring 2018.
TI Coastal Services Inc.
P.O. Box 1.1056
Hoiz.Scale. 11"_100
0• so, too• 200•
DWG NAME: 20.19 Banks Channel Permit Drawrngs.dwg
Wilmington, NC 28404
91gton, NC 2 11 x1 7 =Half Scale
a• s• �o• zo•
Vert.Scale: 1" = 10'
Beach Cross Section - Stations 60+00 to 100+00
Christian L. Gibson, PE
NC PE #026273
DWG DATE: March 6, 2015 SURVEY DATE: As Shown
SCALE: As Shown SHEET: 15 OF 15

CAMA Permit Application
Geotechnical Information
-Composite Statistics and Graph
-Descriptive Core Logs
-Vibracore Photographs
-Individual Granularmetric Reports
-Individual Grain Size Curves

Granularmetric Report
Depths and elevations based on measured values
T
I T 1 s t a
s E= R v I c E= s, I N c.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: Figure 8 Beach Banks Channel Permit
Sample Name: Banks Channel #Composite
Analysis Date: 04-14-19
Analyzed By: JCP
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
USCS:
SP
Munsell:
Wet - 1 OYR-5/1
Dry - 10YR-6/1
Comments:
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.10
Sieve Loss (%):
0.10
Fines (%):
#230 - 0.20
Organics (%):
Carbonates (%):
1.30
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
0.00
0.00
0.00
0.00
10
-1.00
2.00
0.10
0.10
0.10
0.10
14
-0.50
1.41
0.30
0.30
0.40
0.40
18
0.00
1.00
0.40
0.40
0.80
0.80
25
0.50
0.71
0.50
0.50
1.30
1.30
35
1.00
0.50
0.70
0.70
2.00
2.00
45
1.50
0.35
1.10
1.10
3.10
3.10
60
2.00
0.25
3.70
3.70
6.80
6.80
70
2.25
0.21
7.50
7.50
14.30
14.30
80
2.50
0.18
28.40
28.40
42.70
42.70
100
2.75
0.15
40.50
40.50
83.20
83.20
120
3.00
0.13
11.40
11.40
94.60
94.60
170
3.50
0.09
5.00
5.00
99.60
99.60
200
3.74
0.07
0.20
0.20
99.80
99.80
230
4.00
0.06
0.00
0.00
99.80
99.80
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.04
2.77
2.70
2.55
2.34
2.26
1.76
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.48
0.18
0.48
-3.03
18.94

n
a
PHI Sieve Sizes -4.254 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100
90
80
70
C
CD
m 60
0
50
W
LD. 40
3
30
20
10
0
100 5
10 5 1 5 0.1 5
Millimeters
Hydrometer
0
10
20
30
rn
a)
40
m
(D
50
M
0
U
60 aa)
p
(D
CL
70
80
90
100
0.01 5 0.001
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
9 Sample
I Symbol
lElev. (ft)l
USCS
I % Fines
I % Organics
% Carbonatesl
Median
I Mean
I Skew
I Kurt
I Sort
Sample Information
x
51triks Channel #Compo
it--
SP
#230-0.20
1.30
2.55
2.48
-3.03
1 18.94
0.48
Project Name:
Figure 8 Beach Banks Channel Permit
co
Comments:
W
Analysis Date:
04-14-19
5 Depths and elevations based on measured values
Analyzed By:
JCP
LL
U)
TI Coastal Services, Inc.
Fasting (X, ft):
Northing (Y, ft):
TT
387-B N. Green Meadows Dr.
Z I1:toastal
Wilmington, NC 28405
a
910.821.1358
Horizontal System:
NAD 83
w S E R V I C E S, I N C.
0
}rah
Tax 910.821.1359
Vertical System:
MLW

Borinq Designation 2018 -VC -F8-01
DRILLING LOG
DIVISION
I
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Figure 8 Beach Banks Channel Permit
10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL
Banks Channel
North Carolina State Plane NAD 83 MLW
2. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER
2018 -VC -F8-01 i X = 2,374,062 Y = 186,780
Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Palmer McClellan
74. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
:STARTED COMPLETED
® VERTICAL i VERTICAL
Q INCLINED
75. DATE BORING
07-11-18 09:35 07-11-18
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -6.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 5.3 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 6.0 Ft.
SJF
G
Q:W
O0'
ELEV.
DEPTH
w CLASSIFICATION
OF MATERIALS
%
REMARKS
(ft)
(ft)
W
Depths and elevations based on measured values
REC.
GQ
-6.0
0.0
_j
mH
Sample #1, Depth = 1.1'
Single layer, Fine grained well sorted quartz
1
Mean (mm): 0.17, Phi Sorting: 0.53
sand with little to no shell hash or shell
Fines (230): 0.14% (SP)
fragments, gray (10YR-5/1), (SP).
Sample #2, Depth = 3.2'
-9.4
3.4
2
Mean (mm): 0.16, Phi Sorting: 0.39
Fines (230): 0.14% (SP)
Single layer, Fine grained sandy -silt
moderately well sorted quartz sand with
oyster shells present from 3.4' to 4.0', gray
11.3
5.3
10YR 5/1 , /Sox.
End of Boring
SA) FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
no]
-5
-10
-15
-20
-25

Borinq Designation 2018 -VC -F8-02
DRILLING LOG
DIVISION
I
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Figure 8 Beach Banks Channel Permit
10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL
Banks Channel
North Carolina State Plane NAD 83 MLW
2. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER
2018 -VC -F8-02 i X = 2,373,537 Y = 186,270
Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Palmer McClellan
74. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
:STARTED i COMPLETED
® VERTICAL i VERTICAL
Q INCLINED
75. DATE BORING
07-11-18 10:13 07-11-18
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -0.8 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 15.6 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 16.0 Ft.
SJF
G
Q:W
O0'
ELEV.
(ft)
DEPTH
(ft)
w CLASSIFICATION
W
OF MATERIALS
Depths and elevations based on measured values
%
REC.
GQ
REMARKS
-0.8
0.0
_j
my
Single layer, Fine grained well sorted quartz
Sample #1, Depth = 1.8'
sand with little to no shell hash or shell
1
Mean (mm): 0.17, Phi Sorting: 0.43
fragments. Sandy -silt from 2.9' to 3.4', gray
Fines (230): 0.14% (SP)
(10YR-5/1), (SP).
-4.8
4.0
Single layer, Fine to medium grained well
sorted quartz sand with little to no shell hash
Sample #2, Depth = 6.5'
or shell fragments. Increase in shell has and
2
Mean (mm): 0.17, Phi Sorting: 0.51
shell fragments (<0.1') from 8.2' to 8.7), gray
Fines (230): 0.59% (SP)
(10YR-6/1), (SP).
Sample #3, Depth = 9.0'
-10.1
9.3
3
4
Mean (mm): 0.21, Phi Sorting: 0.80
Fines (230): 0.33% (SP)
Sample #4, Depth = 10.0'
-10.7
9.9
Single layer, Corase grained poorly sorted
quartz sand with abundant shell hash and
shell fragments (>0.1'), gray (10YR-6/1),
-11.2
10.4
SW
Single layer, Very fine grained silty sand with
oyster shells (<0.1'), very dark gray
10YR-3/1 , (SM).
Single layer, Fine to medium corase grained
-14.4
13.6
' '
moderatelhy well sorted quartz with little not
shell hash or shell fragments, dark gray
10YR-4/1 , (SP).
Single layer, Silty to clayey material with little
-16.4
15.6
to no shell hash and shell fragments, black
10YR-2/1 , (CL).
End of Boring
SA) FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
no]
-5
-10
-15
-20
-25

Borinq Designation 2018 -VC -F8-03
DRILLING LOG
DIVISION
I
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Figure 8 Beach Banks Channel Permit
10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL
Banks Channel
North Carolina State Plane NAD 83 MLW
2. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER
2018 -VC -F8-03 X = 2,373,325 Y = 185,662
Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Palmer McClellan
74. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
:STARTED i COMPLETED
® VERTICAL i VERTICAL
Q INCLINED
75. DATE BORING
07-11-18 10:34 07-11-18
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING 0.2 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 11.8 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 14.0 Ft.
SJF
G
JEW
O0'
ELEV.
DEPTH
w CLASSIFICATION
OF MATERIALS
%
REMARKS
(ft)
(ft)
W
Depths and elevations based on measured values
REC.
GQ
0.2
0.0
_j
my
Sample #1, Depth = 1.8'
1
Mean (mm): 0.17, Phi Sorting: 0.51
Fines (230): 0.23% (SP)
Single layer, Fine to medium grained well
sorted quartz sand with little to no shell hash
or shell fragments., gray (1 OYR-5/1), (SP).
Sample #2, Depth = 9.2'
2
Mean (mm): 0.20, Phi Sorting: 0.55
Fines (230): 0.22% (SP)
-10.7
10.9
Single layer, Fine to coarse grained poorly
-11.6
11.8
sorted quartz sand and abundant shell hash
shell fragments (<0.1') from 10.9' to
1.2'. Transitioning to a sandy silt from 11.2'
ttand
o 11.5' then to a fine grained well sorted
quartz sand from 11.5' to 11.8'., gray
10YR-5/1 , (SP -SM).
End of Boring
SA) FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
no]
-5
-10
-15
-20
-25

Borinq Designation 2018 -VC -F8-04
DRILLING LOG
DIVISION
I
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Figure 8 Beach Banks Channel Permit
10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL
Banks Channel
North Carolina State Plane NAD 83 MLW
2. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER
2018 -VC -F8-04 X = 2,372,919 Y = 185,168
Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Palmer McClellan
74. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
:STARTED COMPLETED
® VERTICAL i VERTICAL
Q INCLINED
75. DATE BORING
07-11-18 10:55 07-11-18
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -1.5 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 13.5 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 15.0 Ft.
SJF
G
Q:W
O0'
ELEV.
DEPTH
w CLASSIFICATION
OF MATERIALS
%
REMARKS
(ft)
(ft)
W
Depths and elevations based on measured values
REC.
GQ
-1.5
0.0
-j
mH
Sample #1, Depth = 2.3'
1
Mean (mm): 0. 18, Phi Sorting: 0.40
Fines (230): 0.09% (SP)
Single layer, Fine to medium grained well
sorted quartz sand with little to no shell hash
or shell fragments, gray (10YR-5/1), (SP).
Sample #2, Depth = 7.8'
2
Mean (mm): 0.22, Phi Sorting: 0.54
Fines (230): 0.43% (SP)
-11.6
10.1
Single layer, Medium to coarse grained
moderately sorted quartz sand with traces of
shell hash and shell fragments, gray
-13.3
11.8
10YR-5/1 (SP).
-13.9
12.4
,
Single layer, Coarse grained poorly sorted
quartz sand with abundant shell hash and
-15.0
13.5
shell fragments (<0.1'), gray (10YR-6/1),
(SW).
Single layer, Medium to coarse grained well
sorted quartz sand with traces of shell hash
and shell fragments (<0.1'), gray (10YR-5/1),
(SP).
End of Boring
SA) FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
no]
-5
-10
-15
-20
-25

Borinq Designation 2018 -VC -F8-05
DRILLING LOG
DIVISION
I
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Figure 8 Beach Banks Channel Permit
10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL
Banks Channel
North Carolina State Plane NAD 83 MLW
2. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER
2018 -VC -F8-05 X = 2,372,611 Y = 184,623
Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Palmer McClellan
74. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
:STARTED COMPLETED
® VERTICAL i VERTICAL
Q INCLINED
75. DATE BORING
07-11-18 11:16 07-11-18
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -1.5 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 11.8 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 14.0 Ft.
SJF
G
JEW
O0'
ELEV.
DEPTH
w CLASSIFICATION
OF MATERIALS
%
REMARKS
(ft)
(ft)
W
Depths and elevations based on measured values
REC.
GQ
-1.5
0.0
-j
mH
Sample #1, Depth = 2.4'
1
Mean (mm): 0.19, Phi Sorting: 0.51
Fines (230): 0.18% (SP)
Single layer, Fine to medium grained well
sorted quartz sand littl to no shell hash or
shell fragments, gray (10YR-5/1), (SP).
Sample #2, Depth = 7.9'
-9.8
8.3
2
Mean (mm): 0.21, Phi Sorting: 0.56
Fines (230): 0.05% (SP)
Single layer, Medium to coarse grained
poorly sorted quartz sand with abundant shell
-11.0
9.5
hash and shell fragments (<0.1'),
10YR-6/1 , (SW).
Single layer, Fine to medium grained well
sorted quartz sand littl to no shell hash or
-13.3
11.8
shell fragments, gray (10YR-5/1), (SP).
End of Boring
SA) FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
no]
-5
-10
-15
-20
-25

Borinq Designation 2018 -VC -F8-06
DRILLING LOG
DIVISION
I
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Figure 8 Beach Banks Channel Permit
10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL
Banks Channel
North Carolina State Plane NAD 83 MLW
2. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER
2018 -VC -F8-06 X = 2,372,198 Y = 184,131
Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Palmer McClellan
74. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
:STARTED i COMPLETED
® VERTICAL i VERTICAL
Q INCLINED
75. DATE BORING
07-11-18 11:33 07-11-18
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -0.8 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 13.2 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 15.0 Ft.
SJF
G
Q:W
O0'
ELEV.
(ft)
DEPTH
(ft)
w CLASSIFICATION
W
OF MATERIALS
Depths and elevations based on measured values
%
REC.
GQ
REMARKS
-0.8
0.0
-j
my
Sample #1, Depth = 3.0'
Single layer, Fine to medium grained well
1
Mean (mm): 0. 19, Phi Sorting: 0.46
sorted quartz sand with little to no shell hash
Fines (230): 0.40% (SP)
or shell fragments, gray (10YR-6/1), (SP).
Sample #2, Depth = 6.2'
2
Mean (mm): 0.20, Phi Sorting: 0.49
Fines (230): 0.05% (SP)
-8.1
7.3
Sample #3, Depth = 8.4'
Single layer, Medium to coarse grained
%%poorly
sorted quartz sand with abundant shell
3
Mean (mm): 0.27, Phi Sorting: 1.04
hash and shell fragments (<0.1'), gray
Fines (230): 0.00% (SW)
(10YR-5/1), (SW).
-11.0
10.2
Single layer, Very fine grained moderately
well sorted silty sand. 10.2' to 10.8 coarse
shell hash and shell fragments (>0.1'), dark
gray (10YR-4/1), (SP -SM).
-14.0
13.2
End of Boring
SA) FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
no]
-5
-10
-15
-20
-25

2018 -VC -F8-01
TT _: nactal
6.-A
FIGURE 8 BEACH
FIGURE 8 BEACH
BANKS CHANNEL
-8.0 TO -10.0
ELEV NLN

2018 -VC -F8-02
TI 4.�)Coastalov FIGURE 8 BEACH
BANKS CHANNEL
-0.8 TO -2.0
ELEY NLN
m2018 -VC- FB -02
oastal
FIGURE 8 BEAI
BANKS CHAIN
-4.8 TO -6.8
ELEY NLN
TIoastal
_��
2018 -VC- F8-02
FIGURE 8 BEACH
BANKS CHANNEL
-2.8 TO -4.8
ELEY NLN
TIoastal FIGURE 8 BEACH
1 BANKS CHANNEL
-6.8 TO -8.8
ELEY NLN
mmmim i rmmmmii% mm
2018 -VC- F8-02

TI--IA,oastal
2018 -VC -F8-02
FIGURE B BEACH
BANKS CHANNEL
-8.8 TO -10.8
ELEY NLlM
2018 -VC -FO -02
TI oastal
2018 -VC -FO -02
TI oastal
2018 -YC -f8-02
FIGURE 8 BEACH
BANKS CHANNEL
-10.8 TO -13.8
ELEY NLN
FIGURE 8 BEACH
BANKS CHANNEL
-14.8 TO -18.4
ELEY NLw

2018 -VC -F8-03
TI oastal FIGURE B BEACH
BANKS CHANNEL„ TI oastal
0.2 TO -1.8
I ELEY NLN
i i i w+�
2016 -VC -FO -03
oastal
2016 -VC -FO -03
FIGURE 0 BEACH
BANKS CHANNEL
-3.0 TO -5.8
ELEY NLN
5
2010 -VC -FO -03
FIGURE B BEACH
BANKS CHANNEL
-I.0 TO -3.B
ELEY NLN
FIGURE 0 BEACH
BANKS CHANNEL
-5.0 TO -7.8
ELEY NLN
j
2010 -YC -FB -03

2018 -VC -F8-03
FIGURE 8 BEACH
TI oastal BANKS CHA TI oastal
-7.B TO -9.
I ELEY NLN
2018 -VC -FB -03
2010 -VC -FB -03
FIGURE B BEACH
BANKS CHANNEL
-9.B TO-II.9
ELEY ELI

r
2018 -VC -F8-04
FIGURE 8 BEACH
BANKS CHANNEL
-1.5 TO -3.5
ELEY NLN
2018 -VC- F8-04
A
It
FIGURE B BEACH
BANKS CHANNEL
-5.5 TO -7.5
ELEY ELK
2010 -VC -FO -04
2018 -VC- F8-04
2018 -VC -FB -04
FIGURE 8 BEACH
BANKS CHANNEL
-3.5 TO -5.5
ELEY ELN
FIGURE 8 BEACH
BANKS CHANNEL
-7.5 TO -9.5
ELEY ELN

oastal
2010 -YC- FB -04
2018 -VC -F8-04
FIGURE 8 BEACH
BANKS CHANNEL
-9.5 TO -11.5
ELEY IILN
TI
FIGURE 8 BEACH
oasta IBANKS CHANNEL
_13.5 TO -15.0
ELEY NLN
2018 -YC- F8-04
zo
m mmmim i i r mi
2010 -VC -FO -04
FIGURE 0 BEACH
BANKS CHANNEL
-11.5 TO -13.5
ELEY MILE

2010 -YC -FO -05
2010 -YC -FO -05
2018 -VC -F8-05
FIGURE 8 BEACH
BANKS CHANNEL
-1.5 TO -3.5
ELEY NLN
FIGURE 8 BEACH
BANKS CHANNEL
-5.5 TO -7.5
ELEY MLN
2019 -YC- F8-05
2016 -VC -FB -05
FIGURE 8 BEACH
BANKS CHANNEL
-3.5 TO -5.5
ELEY NLN
FIGURE 8 BEACH
BANKS CHANNEL
-7.5 TO -9.5
ELEY NLN

,sem
TI• ,
2018 -VC -F8-05
2018 -VC -F8-05
FIGURE 8 BEACH
BANKS CHAN
-9.5 TO -11.
ELEY NLN
AA 'y5
2018 -VC -FO -05
FIGURE 8 BEACH
BANKS CHANNEL
-11.5 TO -13.3
ELEY MLN

r
r9
L J
�s
oastal
.
2018 -YC -F8-06
f�
�!'��• I r
2018 -VC -F8-06
FIGURE B BEACH
BANKS CHANNE
-0.8 TO - 2.8
ELEY NLN
FIGURE 8 BEACH
BANKS CHANNEL
-4.6 TO -6.8
ELEY NLN
f mom= === m im r m m mi
2019 -VC -FS -06
.-
#2018 -YC- FB -06
2018 -YC -F8-06
FIGURE 8 BEACH
BANKS CHANNEL
-2.8 TO- 4.8
ELEY NLN
FIGURE B BEACH
BANKS CHANNEL
-6.6 TO - 8.8
ELEY NLN

2018 -VC -F8-06
FIGURE 8 BEACH
oastal
TI oastal BANKS CHANNEL TI
-8.8 TO -10.8
ELEY NLN
i mooim itit immm
FIGURE B BEACH
BANKS CHANNEL
-12.8 TO -14.0
ELEY NLM �
moommmmmmmmmm i i
2018 -YC -F8-06
FIGURE 8 BEACH
BANKS CHANNEL
-10.8 TO -12.8
ELEY NLN

Granularmetric Report
Depths and elevations based on measured values
T
I T 1 s t a
s E= R v I c E= s, I N c.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: Figure 8 Beach Banks Channel Permit
Sample Name: 2018 -VC -F8-01 #1
Analysis Date: 07-18-18
Analyzed By: SJF
Easting (ft):
2,374,062
Northing (ft):
186,780
Coordinate System:
North Carolina State Plane
Elevation (ft):
-7.1 MLW
USCS:
SP
Munsell:
Wet - 1 OYR-5/1
Dry - 1 OYR-5/1
Comments:
Dry Weight (g):
215.40
Wash Weight (g):
215.40
Pan Retained (g):
0.10
Sieve Loss (%):
0.09
Fines/ ):
#20 - 0.23
#230 - 0.14
Organics (%):
Carbonates (%):
2.10
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
0.20
0.09
0.20
0.09
10
-1.00
2.00
0.70
0.32
0.90
0.42
14
-0.50
1.41
1.10
0.51
2.00
0.93
18
0.00
1.00
1.00
0.46
3.00
1.39
25
0.50
0.71
1.00
0.46
4.00
1.86
35
1.00
0.50
1.10
0.51
5.10
2.37
45
1.50
0.35
1.20
0.56
6.30
2.92
60
2.00
0.25
2.50
1.16
8.80
4.09
70
2.25
0.21
4.40
2.04
13.20
6.13
80
2.50
0.18
43.70
20.29
56.90
26.42
100
2.75
0.15
113.80
52.83
170.70
79.25
120
3.00
0.13
30.80
14.30
201.50
93.55
170
3.50
0.09
12.70
5.90
214.20
99.44
200
3.75
0.07
0.70
0.32
214.90
99.77
230
4.00
0.06
0.20
0.09
215.10
99.86
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.12
2.83
2.73
2.61
2.48
2.37
2.11
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.56
0.17
0.53
-4.25
27.83

Granularmetric Report
Depths and elevations based on measured values
T
I T 1 s t a
s E= R v I c E= s, I N c.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: Figure 8 Beach Banks Channel Permit
Sample Name: 2018 -VC -F8-01 #2
Analysis Date: 07-18-18
Analyzed By: SJF
Easting (ft):
2,374,062
Northing (ft):
186,780
Coordinate System:
North Carolina State Plane
Elevation (ft):
-9.2 MLW
USCS:
SP
Munsell:
Wet - 1 OYR-5/1
Dry - 1 OYR-5/1
Comments:
Dry Weight (g):
211.70
Wash Weight (g):
211.70
Pan Retained (g):
0.30
Sieve Loss (%):
0.00
Fines/ ):
#20 - 0.33
#230 - 0.14
Organics (%):
Carbonates (%):
1.40
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
0.00
0.00
0.00
0.00
14
-0.50
1.41
0.20
0.09
0.20
0.09
18
0.00
1.00
0.20
0.09
0.40
0.19
25
0.50
0.71
0.40
0.19
0.80
0.38
35
1.00
0.50
0.50
0.24
1.30
0.61
45
1.50
0.35
1.10
0.52
2.40
1.13
60
2.00
0.25
4.70
2.22
7.10
3.35
70
2.25
0.21
6.40
3.02
13.50
6.38
80
2.50
0.18
36.30
17.15
49.80
23.52
100
2.75
0.15
97.30
45.96
147.10
69.49
120
3.00
0.13
37.00
17.48
184.10
86.96
170
3.50
0.09
25.90
12.23
210.00
99.20
200
3.75
0.07
1.00
0.47
211.00
99.67
230
4.00
0.06
0.40
0.19
211.40
99.86
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.33
2.96
2.83
2.64
2.51
2.39
2.14
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.65
0.16
0.39
-1.85
15.92

Granularmetric Report
Depths and elevations based on measured values
T
I T 1 s t a
s E= R v I c E= s, I N c.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: Figure 8 Beach Banks Channel Permit
Sample Name: 2018 -VC -F8-02 #1
Analysis Date: 07-18-18
Analyzed By: SJF
Easting (ft):
2,373,537
Northing (ft):
186,270
Coordinate System:
North Carolina State Plane
Elevation (ft):
-2.6 MLW
USCS:
SP
Munsell:
Wet - 1 OYR-5/1
Dry - 10YR-6/1
Comments:
Dry Weight (g):
222.20
Wash Weight (g):
222.20
Pan Retained (g):
0.20
Sieve Loss (%):
0.05
Fines/ ):
#20 - 0.23
#230 - 0.14
Organics (%):
Carbonates (%):
1.20
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
0.00
0.00
0.00
0.00
14
-0.50
1.41
0.10
0.05
0.10
0.05
18
0.00
1.00
0.10
0.05
0.20
0.09
25
0.50
0.71
1.40
0.63
1.60
0.72
35
1.00
0.50
1.50
0.68
3.10
1.40
45
1.50
0.35
2.20
0.99
5.30
2.39
60
2.00
0.25
6.70
3.02
12.00
5.40
70
2.25
0.21
13.50
6.08
25.50
11.48
80
2.50
0.18
50.80
22.86
76.30
34.34
100
2.75
0.15
91.30
41.09
167.60
75.43
120
3.00
0.13
32.90
14.81
200.50
90.23
170
3.50
0.09
20.10
9.05
220.60
99.28
200
3.75
0.07
1.10
0.50
221.70
99.77
230
4.00
0.06
0.20
0.09
221.90
99.86
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.26
2.89
2.75
2.60
2.40
2.30
1.93
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.57
0.17
0.43
-1.85
11.81

Granularmetric Report
Depths and elevations based on measured values
T
I T 1 s t a
s E= R v I c E= s, I N c.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: Figure 8 Beach Banks Channel Permit
Sample Name: 2018 -VC -F8-02 #2
Analysis Date: 07-18-18
Analyzed By: SJF
Easting (ft):
2,373,537
Northing (ft):
186,270
Coordinate System:
North Carolina State Plane
Elevation (ft):
-7.3 MLW
USCS:
SP
Munsell:
Wet - 1 OYR-6/1
Dry - 10YR-6/1
Comments:
Dry Weight (g):
221.30
Wash Weight (g):
221.30
Pan Retained (g):
0.10
Sieve Loss (%):
0.54
Fines/ ):
#20 - 0.63
#230 - 0.59
Organics (%):
Carbonates (%):
1.20
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
0.10
0.05
0.10
0.05
4
-2.25
4.76
0.00
0.00
0.10
0.05
5
-2.00
4.00
0.10
0.05
0.20
0.09
7
-1.50
2.83
0.10
0.05
0.30
0.14
10
-1.00
2.00
0.10
0.05
0.40
0.18
14
-0.50
1.41
0.50
0.23
0.90
0.41
18
0.00
1.00
0.80
0.36
1.70
0.77
25
0.50
0.71
1.40
0.63
3.10
1.40
35
1.00
0.50
1.20
0.54
4.30
1.94
45
1.50
0.35
2.50
1.13
6.80
3.07
60
2.00
0.25
5.40
2.44
12.20
5.51
70
2.25
0.21
8.10
3.66
20.30
9.17
80
2.50
0.18
43.80
19.79
64.10
28.97
100
2.75
0.15
98.50
44.51
162.60
73.47
120
3.00
0.13
41.80
18.89
204.40
92.36
170
3.50
0.09
14.80
6.69
219.20
99.05
200
3.75
0.07
0.70
0.32
219.90
99.37
230
4.00
0.06
0.10
0.05
220.00
99.41
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.20
2.89
2.77
2.62
2.45
2.34
1.90
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.56
0.17
0.51
-3.93
30.75

Granularmetric Report
Depths and elevations based on measured values
T
I T 1 s t a
s E= R v I c E= s, I N c.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: Figure 8 Beach Banks Channel Permit
Sample Name: 2018 -VC -F8-02 #3
Analysis Date: 07-18-18
Analyzed By: SJF
Easting (ft):
2,373,537
Northing (ft):
186,270
Coordinate System:
North Carolina State Plane
Elevation (ft):
-9.8 MLW
USCS:
SP
Munsell:
Wet - 1 OYR-5/1
Dry - 10YR-6/1
Comments:
Dry Weight (g):
209.40
Wash Weight (g):
209.40
Pan Retained (g):
0.00
Sieve Loss (%):
0.33
Fines/ ):
#20 - 0.38
#230 - 0.33
Organics (%):
Carbonates (%):
2.20
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
1.00
0.48
1.00
0.48
5
-2.00
4.00
0.40
0.19
1.40
0.67
7
-1.50
2.83
0.70
0.33
2.10
1.00
10
-1.00
2.00
1.20
0.57
3.30
1.58
14
-0.50
1.41
1.80
0.86
5.10
2.44
18
0.00
1.00
1.80
0.86
6.90
3.30
25
0.50
0.71
2.20
1.05
9.10
4.35
35
1.00
0.50
2.60
1.24
11.70
5.59
45
1.50
0.35
4.60
2.20
16.30
7.78
60
2.00
0.25
13.50
6.45
29.80
14.23
70
2.25
0.21
21.20
10.12
51.00
24.36
80
2.50
0.18
70.20
33.52
121.20
57.88
100
2.75
0.15
63.70
30.42
184.90
88.30
120
3.00
0.13
17.80
8.50
202.70
96.80
170
3.50
0.09
5.70
2.72
208.40
99.52
200
3.75
0.07
0.20
0.10
208.60
99.62
230
4.00
0.06
0.10
0.05
208.70
99.67
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.95
2.71
2.64
2.44
2.25
2.04
0.76
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.27
0.21
0.8
-3.39
17.17

Granularmetric Report
Depths and elevations based on measured values
T
I T 1 s t a
s E= R v I c E= s, I N c.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: Figure 8 Beach Banks Channel Permit
Sample Name: 2018 -VC -F8-03 #1
Analysis Date: 07-18-18
Analyzed By: SJF
Easting (ft):
2,373,325
Northing (ft):
185,662
Coordinate System:
North Carolina State Plane
Elevation (ft):
-1.6 MLW
USCS:
SP
Munsell:
Wet - 1 OYR-6/1
Dry - 10YR-6/1
Comments:
Dry Weight (g):
221.20
Wash Weight (g):
221.20
Pan Retained (g):
0.30
Sieve Loss (%):
0.09
Fines/ ):
#20 -0.32
#230 - 0.23
Organics (%):
Carbonates (%):
1.50
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
0.90
0.41
1.40
0.63
18
0.00
1.00
0.70
0.32
2.10
0.95
25
0.50
0.71
1.50
0.68
3.60
1.63
35
1.00
0.50
1.70
0.77
5.30
2.40
45
1.50
0.35
1.90
0.86
7.20
3.25
60
2.00
0.25
5.10
2.31
12.30
5.56
70
2.25
0.21
8.90
4.02
21.20
9.58
80
2.50
0.18
49.30
22.29
70.50
31.87
100
2.75
0.15
102.20
46.20
172.70
78.07
120
3.00
0.13
31.10
14.06
203.80
92.13
170
3.50
0.09
16.20
7.32
220.00
99.46
200
3.75
0.07
0.50
0.23
220.50
99.68
230
4.00
0.06
0.20
0.09
220.70
99.77
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.20
2.86
2.73
2.60
2.42
2.32
1.88
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.54
0.17
0.51
-3.39
21

Granularmetric Report
Depths and elevations based on measured values
T
I T 1 s t a
s E= R v I c E= s, I N c.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: Figure 8 Beach Banks Channel Permit
Sample Name: 2018 -VC -F8-03 #2
Analysis Date: 07-18-18
Analyzed By: SJF
Easting (ft):
2,373,325
Northing (ft):
185,662
Coordinate System:
North Carolina State Plane
Elevation (ft):
-9.0 MLW
USCS:
SP
Munsell:
Wet - 1 OYR-6/1
Dry - 10YR-6/1
Comments:
Dry Weight (g):
225.30
Wash Weight (g):
225.30
Pan Retained (g):
0.10
Sieve Loss (%):
0.18
Fines/ ):
#20 -0.22
#230 - 0.22
Organics (%):
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
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
0.10
0.04
0.10
0.04
5
-2.00
4.00
0.00
0.00
0.10
0.04
7
-1.50
2.83
0.20
0.09
0.30
0.13
10
-1.00
2.00
0.90
0.40
1.20
0.53
14
-0.50
1.41
1.10
0.49
2.30
1.02
18
0.00
1.00
1.00
0.44
3.30
1.46
25
0.50
0.71
1.30
0.58
4.60
2.04
35
1.00
0.50
1.30
0.58
5.90
2.62
45
1.50
0.35
2.70
1.20
8.60
3.82
60
2.00
0.25
14.60
6.48
23.20
10.30
70
2.25
0.21
42.20
18.73
65.40
29.03
80
2.50
0.18
83.20
36.93
148.60
65.96
100
2.75
0.15
56.70
25.17
205.30
91.12
120
3.00
0.13
12.90
5.73
218.20
96.85
170
3.50
0.09
6.50
2.89
224.70
99.73
200
3.75
0.07
0.10
0.04
224.80
99.78
230
4.00
0.06
0.00
0.00
224.80
99.78
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.92
2.68
2.59
2.39
2.20
2.08
1.59
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.32
0.20
0.55
-3.5
22.16

Granularmetric Report
Depths and elevations based on measured values
T
I T 1 s t a
s E= R v I c E= s, I N c.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: Figure 8 Beach Banks Channel Permit
Sample Name: 2018 -VC -F8-04 #1
Analysis Date: 07-18-18
Analyzed By: SJF
Easting (ft):
2,372,919
Northing (ft):
185,168
Coordinate System:
North Carolina State Plane
Elevation (ft):
-3.8 MLW
USCS:
SP
Munsell:
Wet - 1 OYR-5/1
Dry - 10YR-6/1
Comments:
Dry Weight (g):
220.40
Wash Weight (g):
220.40
Pan Retained (g):
0.20
Sieve Loss (%):
0.00
Fines/ ):
#20 -0.09
#230 - 0.09
Organics (%):
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
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
0.00
0.00
0.00
0.00
14
-0.50
1.41
0.20
0.09
0.20
0.09
18
0.00
1.00
0.50
0.23
0.70
0.32
25
0.50
0.71
0.90
0.41
1.60
0.73
35
1.00
0.50
1.70
0.77
3.30
1.50
45
1.50
0.35
2.70
1.23
6.00
2.72
60
2.00
0.25
6.00
2.72
12.00
5.44
70
2.25
0.21
11.40
5.17
23.40
10.62
80
2.50
0.18
69.10
31.35
92.50
41.97
100
2.75
0.15
95.00
43.10
187.50
85.07
120
3.00
0.13
25.20
11.43
212.70
96.51
170
3.50
0.09
7.20
3.27
219.90
99.77
200
3.75
0.07
0.30
0.14
220.20
99.91
230
4.00
0.06
0.00
0.00
220.20
99.91
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.97
2.74
2.69
2.55
2.36
2.29
1.92
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.5
0.18
0.4
-2.81
17.83

Granularmetric Report
Depths and elevations based on measured values
T
I T 1 s t a
s E= R v I c E= s, I N c.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: Figure 8 Beach Banks Channel Permit
Sample Name: 2018 -VC -F8-04 #2
Analysis Date: 07-18-18
Analyzed By: SJF
Easting (ft):
2,372,919
Northing (ft):
185,168
Coordinate System:
North Carolina State Plane
Elevation (ft):
-9.3 MLW
USCS:
SP
Munsell:
Wet - 1 OYR-5/1
Dry - 1 OYR-5/1
Comments:
Dry Weight (g):
211.10
Wash Weight (g):
211.10
Pan Retained (g):
0.00
Sieve Loss (%):
0.43
Fines/ ):
#20 - 0.43
#230 - 0.43
Organics (%):
Carbonates (%):
1.90
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
0.10
0.05
0.10
0.05
5
-2.00
4.00
0.20
0.09
0.30
0.14
7
-1.50
2.83
0.30
0.14
0.60
0.28
10
-1.00
2.00
0.50
0.24
1.10
0.52
14
-0.50
1.41
0.80
0.38
1.90
0.90
18
0.00
1.00
0.70
0.33
2.60
1.23
25
0.50
0.71
1.00
0.47
3.60
1.71
35
1.00
0.50
1.70
0.81
5.30
2.51
45
1.50
0.35
3.60
1.71
8.90
4.22
60
2.00
0.25
32.80
15.54
41.70
19.75
70
2.25
0.21
62.50
29.61
104.20
49.36
80
2.50
0.18
61.60
29.18
165.80
78.54
100
2.75
0.15
33.30
15.77
199.10
94.32
120
3.00
0.13
8.60
4.07
207.70
98.39
170
3.50
0.09
2.40
1.14
210.10
99.53
200
3.75
0.07
0.10
0.05
210.20
99.57
230
4.00
0.06
0.00
0.00
210.20
99.57
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.79
2.59
2.47
2.26
2.04
1.88
1.53
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.19
0.22
0.54
-3.3
22.45

Granularmetric Report
Depths and elevations based on measured values
T
I T 1 s t a
s E= R v I c E= s, I N c.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: Figure 8 Beach Banks Channel Permit
Sample Name: 2018 -VC -F8-05 #1
Analysis Date: 07-18-18
Analyzed By: SJF
Easting (ft):
2,372,611
Northing (ft):
184,623
Coordinate System:
North Carolina State Plane
Elevation (ft):
-3.9 MLW
USCS:
SP
Munsell:
Wet - 1 OYR-6/1
Dry - 10YR-6/1
Comments:
Dry Weight (g):
223.20
Wash Weight (g):
223.20
Pan Retained (g):
0.00
Sieve Loss (%):
0.18
Fines/ ):
#20 -0.18
#230 - 0.18
Organics (%):
Carbonates (%):
1.20
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
0.40
0.18
0.40
0.18
14
-0.50
1.41
0.90
0.40
1.30
0.58
18
0.00
1.00
1.00
0.45
2.30
1.03
25
0.50
0.71
1.20
0.54
3.50
1.57
35
1.00
0.50
1.80
0.81
5.30
2.37
45
1.50
0.35
3.10
1.39
8.40
3.76
60
2.00
0.25
13.90
6.23
22.30
9.99
70
2.25
0.21
31.30
14.02
53.60
24.01
80
2.50
0.18
77.70
34.81
131.30
58.83
100
2.75
0.15
68.50
30.69
199.80
89.52
120
3.00
0.13
14.60
6.54
214.40
96.06
170
3.50
0.09
8.20
3.67
222.60
99.73
200
3.75
0.07
0.20
0.09
222.80
99.82
230
4.00
0.06
0.00
0.00
222.80
99.82
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.96
2.71
2.63
2.44
2.26
2.11
1.60
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.37
0.19
0.51
-2.88
17.34

Granularmetric Report
Depths and elevations based on measured values
T
I T 1 s t a
s E= R v I c E= s, I N c.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: Figure 8 Beach Banks Channel Permit
Sample Name: 2018 -VC -F8-05 #2
Analysis Date: 07-18-18
Analyzed By: SJF
Easting (ft):
2,372,611
Northing (ft):
184,623
Coordinate System:
North Carolina State Plane
Elevation (ft):
-9.4 MLW
USCS:
SP
Munsell:
Wet - 1 OYR-6/1
Dry - 10YR-6/1
Comments:
Dry Weight (g):
207.10
Wash Weight (g):
207.10
Pan Retained (g):
0.00
Sieve Loss (%):
0.05
Fines/ ):
#20 - 0.10
#230 - 0.05
Organics (% ):
Carbonates (%):
2.10
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
0.14
0.30
0.14
7
-1.50
2.83
0.20
0.10
0.50
0.24
10
-1.00
2.00
0.40
0.19
0.90
0.43
14
-0.50
1.41
0.70
0.34
1.60
0.77
18
0.00
1.00
0.70
0.34
2.30
1.11
25
0.50
0.71
2.20
1.06
4.50
2.17
35
1.00
0.50
3.10
1.50
7.60
3.67
45
1.50
0.35
4.80
2.32
12.40
5.99
60
2.00
0.25
21.50
10.38
33.90
16.37
70
2.25
0.21
35.40
17.09
69.30
33.46
80
2.50
0.18
75.20
36.31
144.50
69.77
100
2.75
0.15
51.30
24.77
195.80
94.54
120
3.00
0.13
8.30
4.01
204.10
98.55
170
3.50
0.09
2.70
1.30
206.80
99.86
200
3.75
0.07
0.10
0.05
206.90
99.90
230
4.00
0.06
0.10
0.05
207.00
99.95
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.78
2.64
2.55
2.36
2.13
1.98
1.29
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.25
0.21
0.56
-3.04
17.65

Granularmetric Report
Depths and elevations based on measured values
T
I T 1 s t a
s E= R v I c E= s, I N c.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: Figure 8 Beach Banks Channel Permit
Sample Name: 2018 -VC -F8-06 #1
Analysis Date: 07-18-18
Analyzed By: SJF
Easting (ft):
2,372,198
Northing (ft):
184,131
Coordinate System:
North Carolina State Plane
Elevation (ft):
-3.8 MLW
USCS:
SP
Munsell:
Wet - 1 OYR-7/1
Dry - 1 OYR-7/1
Comments:
Dry Weight (g):
224.20
Wash Weight (g):
224.20
Pan Retained (g):
0.00
Sieve Loss (%):
0.40
Fines/ ):
#20 - 0.40
#230 - 0.40
Organics (%):
Carbonates (%):
1.90
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
0.10
0.04
0.10
0.04
5
-2.00
4.00
0.00
0.00
0.10
0.04
7
-1.50
2.83
0.20
0.09
0.30
0.13
10
-1.00
2.00
0.10
0.04
0.40
0.18
14
-0.50
1.41
0.30
0.13
0.70
0.31
18
0.00
1.00
0.70
0.31
1.40
0.62
25
0.50
0.71
1.20
0.54
2.60
1.16
35
1.00
0.50
1.80
0.80
4.40
1.96
45
1.50
0.35
2.80
1.25
7.20
3.21
60
2.00
0.25
10.10
4.50
17.30
7.72
70
2.25
0.21
19.30
8.61
36.60
16.32
80
2.50
0.18
69.80
31.13
106.40
47.46
100
2.75
0.15
91.90
40.99
198.30
88.45
120
3.00
0.13
20.60
9.19
218.90
97.64
170
3.50
0.09
4.20
1.87
223.10
99.51
200
3.75
0.07
0.20
0.09
223.30
99.60
230
4.00
0.06
0.00
0.00
223.30
99.60
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.93
2.72
2.67
2.52
2.32
2.24
1.70
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.43
0.19
0.46
-3.69
26.73

Granularmetric Report
Depths and elevations based on measured values
T
I T 1 s t a
s E= R v I c E= s, I N c.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: Figure 8 Beach Banks Channel Permit
Sample Name: 2018 -VC -F8-06 #2
Analysis Date: 07-18-18
Analyzed By: SJF
Easting (ft):
2,372,198
Northing (ft):
184,131
Coordinate System:
North Carolina State Plane
Elevation (ft):
-7.0 MLW
USCS:
SP
Munsell:
Wet - 1 OYR-6/1
Dry - 1 OYR-7/1
Comments:
Dry Weight (g):
210.30
Wash Weight (g):
210.30
Pan Retained (g):
0.00
Sieve Loss (%):
0.05
Fines/ ):
#20 - 0.10
#230 - 0.05
Organics (% ):
Carbonates (%):
1.60
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
0.20
0.10
0.20
0.10
10
-1.00
2.00
0.30
0.14
0.50
0.24
14
-0.50
1.41
0.70
0.33
1.20
0.57
18
0.00
1.00
0.80
0.38
2.00
0.95
25
0.50
0.71
1.20
0.57
3.20
1.52
35
1.00
0.50
1.90
0.90
5.10
2.43
45
1.50
0.35
3.10
1.47
8.20
3.90
60
2.00
0.25
12.90
6.13
21.10
10.03
70
2.25
0.21
31.10
14.79
52.20
24.82
80
2.50
0.18
79.80
37.95
132.00
62.77
100
2.75
0.15
60.50
28.77
192.50
91.54
120
3.00
0.13
14.20
6.75
206.70
98.29
170
3.50
0.09
3.30
1.57
210.00
99.86
200
3.75
0.07
0.10
0.05
210.10
99.90
230
4.00
0.06
0.10
0.05
210.20
99.95
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.88
2.68
2.61
2.42
2.25
2.10
1.59
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.35
0.20
0.49
-3.26
20.42

Granularmetric Report
Depths and elevations based on measured values
T
I T 1 s t a
s E= R v I c E= s, I N c.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
Project Name: Figure 8 Beach Banks Channel Permit
Sample Name: 2018 -VC -F8-06 #3
Analysis Date: 07-18-18
Analyzed By: SJF
Easting (ft):
2,372,198
Northing (ft):
184,131
Coordinate System:
North Carolina State Plane
Elevation (ft):
-9.2 MLW
USCS:
SW
Munsell:
Wet - 1 OYR-5/1
Dry - 10YR-6/1
Comments:
Dry Weight (g):
208.60
Wash Weight (g):
208.60
Pan Retained (g):
0.00
Sieve Loss (%):
0.00
Fines/ ):
#20 - 0.00
#230 - 0.00
Organics (%):
Carbonates (%):
8.10
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
0.80
0.38
0.80
0.38
4
-2.25
4.76
0.90
0.43
1.70
0.81
5
-2.00
4.00
0.50
0.24
2.20
1.05
7
-1.50
2.83
1.60
0.77
3.80
1.82
10
-1.00
2.00
2.90
1.39
6.70
3.21
14
-0.50
1.41
4.20
2.01
10.90
5.23
18
0.00
1.00
4.90
2.35
15.80
7.57
25
0.50
0.71
6.00
2.88
21.80
10.45
35
1.00
0.50
4.70
2.25
26.50
12.70
45
1.50
0.35
9.20
4.41
35.70
17.11
60
2.00
0.25
40.90
19.61
76.60
36.72
70
2.25
0.21
40.70
19.51
117.30
56.23
80
2.50
0.18
47.80
22.91
165.10
79.15
100
2.75
0.15
32.30
15.48
197.40
94.63
120
3.00
0.13
7.40
3.55
204.80
98.18
170
3.50
0.09
3.70
1.77
208.50
99.95
200
3.75
0.07
0.10
0.05
208.60
100.00
230
4.00
0.06
0.00
0.00
208.60
100.00
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.78
2.58
2.45
2.17
1.70
1.37
-0.56
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.87
0.27
1.04
-2.3
9.2

PHI Sieve Sizes -4.254 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100
90
80
70
C
CD
m 60
0
3'
50
W
LD. 40
3
30
20
10
0
100 5
10 5 1 5 0.1 5
Millimeters
Hydrometer
0
10
20
30
rn
a)
40
m
(D
50
(0
0
U
60 aa)
a)
CL
70
80
90
100
0.01 5 0.001
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
I Symbol
lElev. (ft)l
USCS
I % Fines
I % Organics
% Carbonatesl
Median
I Mean
I Skew
Kurt
Sort
Sample Information
2018 -VC -F8-01 #1
•
-7.1
SP
#200 - 0.231
#230 - 0.14j
2.10
2.61
2.56
-4.25
27.83
0.53
Project Name:
Figure 8 Beach Banks Channel Permit
g
Comments:
Analysis Date:
07-18-18
Depths and elevations based on measured values
Analyzed By:
SJF
TI oasta I
S E R V I C E S, I N C.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
}rah 910.821.1358
Tax 910.821.1359
Easting (X, ft):
2,374,062
Northing (Y, ft):
186,780
Horizontal System:
NAD 83
Vertical System:
MLW

PHI Sieve Sizes -4.254 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100
90
80
70
C
CD
m 60
0
3'
50
W
LD. 40
3
30
20
10
0
100 5
10 5 1 5 0.1 5
Millimeters
Hydrometer
0
10
20
30
rn
a)
40
m
(D
50
(0
0
U
60 aa)
a)
CL
70
80
90
100
0.01 5 0.001
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
I Symbol
lElev. (ft)l
USCS
I % Fines
I % Organics
% Carbonatesl
Median
I Mean
I Skew
Kurt
Sort
Sample Information
2018 -VC -F8-01 #2
•
_9.2
Sp
#200 - 0.331
#230 - 0.14j
1.40
2.64
2.65
-1.85
15.92
0.39
Project Name:
Figure 8 Beach Banks Channel Permit
9
Comments:
Analysis Date:
07-18-18
Depths and elevations based on measured values
Analyzed By:
SJF
TI oasta I
S E R V I C E S, I N C.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
}rah 910.821.1358
Tax 910.821.1359
Easting (X, ft):
2,374,062
Northing (Y, ft):
186,780
Horizontal System:
NAD 83
Vertical System:
MLW

PHI Sieve Sizes -4.254 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100
90
80
70
C
CD
m 60
0
3'
50
W
LD. 40
3
30
20
10
0
100 5
10 5 1 5 0.1 5
Millimeters
Hydrometer
0
10
20
30
rn
a)
40
m
(D
50
(0
0
U
60 aa)
a)
CL
70
80
90
100
0.01 5 0.001
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
I Symbol
lElev. (ft)l
USCS
I % Fines
I % Organics
% Carbonatesl
Median
I Mean
I Skew
Kurt
Sort
Sample Information
2018 -VC -F8-02 #1
•
-2.6
SP
#200 - 0.231
#230 - 0.14
1.20
2.6
2.57
-1.85
11.81
0.43
Project Name:
Fi ure 8 Beach Banks Channel Permit
g
Comments:
Analysis Date:
07-18-18
Depths and elevations based on measured values
Analyzed By:
SJF
TI oasta I
S E R V I C E S, I N C.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
}rah 910.821.1358
Tax 910.821.1359
Easting (X, ft):
2,373,537
Northing (Y, ft):
186,270
Horizontal System:
NAD 83
Vertical System:
MLW

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100
90
80
70
C
CD
m 60
0
3'
50
W
LD. 40
3
30
20
10
0
100 5
10 5 1 5 0.1 5
Millimeters
Hydrometer
0
10
20
30
rn
a)
40
m
(D
50
M
0
U
60 aa)
a)
CL
70
80
90
100
0.01 5 0.001
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
I Symbol
lElev. (ft)l
USCS
I % Fines
I % Organics
% Carbonatesl
Median
I Mean
I Skew
Kurt
Sort
Sample Information
2018 -VC -F8-02 #2
•
-7.3
SP
#200-0.63
#230 - 0.63
1.20
2.62
2.56
-3.93
30.75
0.51
Project Name:
Figure 8 Beach Banks Channel Permit
g
Comments:
Analysis Date:
07-18-18
Depths and elevations based on measured values
Analyzed By:
SJF
TI oasta I
S E R V I C E S, I N C.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
}rah 910.821.1358
Tax 910.821.1359
Easting (X, ft):
2,373,537
Northing (Y, ft):
186,270
Horizontal System:
NAD 83
Vertical System:
MLW

PHI Sieve Sizes -4.254 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100
90
80
70
C
CD
m 60
0
3'
50
W
LD. 40
3
30
20
10
0
100 5
10 5 1 5 0.1 5
Millimeters
Hydrometer
0
10
20
30
rn
a)
40
m
(D
50
M
0
U
60 aa)
a)
CL
70
80
90
100
0.01 5 0.001
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
I Symbol
lElev. (ft)l
USCS
I % Fines
I % Organics
% Carbonatesl
Median
I Mean
I Skew
Kurt
Sort
Sample Information
2018 -VC -F8-02 #3
•
_g.g
Sp
#200 - 0.381
#230 - 0.339
2.20
2.44
2.27
-3.39
17.17
0.8
Project Name:
Figure 8 Beach Banks Channel Permit
Comments:
Analysis Date:
07-18-18
Depths and elevations based on measured values
Analyzed By:
SJF
TI oasta I
S E R V I C E S, I N C.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
}rah 910.821.1358
Tax 910.821.1359
Easting (X, ft):
2,373,537
Northing (Y, ft):
186,270
Horizontal System:
NAD 83
Vertical System:
MLW

PHI Sieve Sizes -4.254 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100
90
80
70
C
CD
m 60
0
3'
50
W
LD. 40
3
30
20
10
0
100 5
10 5 1 5 0.1 5
Millimeters
Hydrometer
0
10
20
30
rn
a)
40
m
(D
50
(0
0
U
60 aa)
a)
CL
70
80
90
100
0.01 5 0.001
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
I Symbol
lElev. (ft)l
USCS
I % Fines
I % Organics
% Carbonatesl
Median
I Mean
I Skew
Kurt
Sort
Sample Information
2018 -VC -F8-03 #1
•
-1.6
SP
#200 - 0.321
#230 - 0.23
1.50
2.6
2.54
-3.39
21
0.51
Project Name:
Fi ure 8 Beach Banks Channel Permit
9
Comments:
Analysis Date:
07-18-18
Depths and elevations based on measured values
Analyzed By:
SJF
TI 4z,toastal
S E R V I C E S, I N C.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
}rah 910.821.1358
Tax 910.821.1359
Easting (X, ft):
2,373,325
Northing (Y, ft):
185,662
Horizontal System:
NAD 83
Vertical System:
MLW

PHI Sieve Sizes -4.254 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100
90
80
70
C
CD
m 60
0
3'
50
W
LD. 40
3
30
20
10
0
100 5
10 5 1 5 0.1 5
Millimeters
Hydrometer
0
10
20
30
rn
a)
40
m
(D
50
(0
0
U
60 aa)
a)
CL
70
80
90
100
0.01 5 0.001
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
I Symbol
lElev. (ft)l
USCS
I % Fines
I % Organics
% Carbonatesl
Median
I Mean
I Skew
Kurt
Sort
Sample Information
2018 -VC -F8-03 #2
•
-9.0
SP
#200 - 0.221
#230 - 0.22
1.00
2.39
2.32
-3.5
22.16
0.55
Project Name:
1
Figure 8 Beach Banks Channel Permit
9
Comments:
Analysis Date:
07-18-18
Depths and elevations based on measured values
Analyzed By:
SJF
TI 4z,toastal
S E R V I C E S, I N C.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
}rah 910.821.1358
Tax 910.821.1359
Easting (X, ft):
2,373,325
Northing (Y, ft):
185,662
Horizontal System:
NAD 83
Vertical System:
MLW

100
90
80
70
CD
m 60
0
3'
50
W
LD. 40
3
30
20
10
0
1
PHI Sieve Sizes -4.254 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
)0 5 10 5 1 5 0.1 5 0.01 5 0.0
Millimeters
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
0
10
20
30
rn
40
m
(D
50
M
0
U
60 a0i
N
CL
70
80
90
100
D1
Sample
I Symbol
lElev. (ft)l
USCS
I % Fines
I % Organics
% Carbonatesl
Median
I Mean
I Skew
I Kurt
I Sort
Sample Information
2018 -VC -F8-04#1
•
-3.8
SP
#200-0.0s
#230 - 0.09
1.00
2.55
2.5
2.81
17.83
0.4
Pro'ect Name:
1
Fi ure 8 Beach Banks Channel Permit
g
Comments:
Analysis Date:
07-18-18
Depths and elevations based on measured values
Analyzed By:
SJF
TI 4z,toastal
S E R V I C E S, I N C.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
}rah 910.821.1358
Tax 910.821.1359
Easting (X, ft):
2,372,919
Northing (Y, ft):
185,168
Horizontal System:
NAD 83
Vertical System:
MLW

PHI Sieve Sizes -4.254 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100
90
80
70
C
CD
m 60
0
3'
50
W
LD. 40
3
30
20
10
0
100 5
10 5 1 5 0.1 5
Millimeters
Hydrometer
0
10
20
30
rn
a)
40
m
(D
50
M
0
U
60 aa)
a)
CL
70
80
90
100
0.01 5 0.001
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
I Symbol
lElev. (ft)l
USCS
I % Fines
I % Organics
% Carbonatesl
Median
I Mean
I Skew
Kurt
Sort
Sample Information
2018 -VC -F8-04 #2
•
-9.3
SP
#200 - 0.431
#230 - 0.43g
1.90
2.26
2.19
-3.3
22.45
0.54
Project Name:
Figure 8 Beach Banks Channel Permit
Comments:
Analysis Date:
07-18-18
Depths and elevations based on measured values
Analyzed By:
SJF
TI 4z,toastal
S E R V I C E S, I N C.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
}rah 910.821.1358
Tax 910.821.1359
Easting (X, ft):
2,372,919
Northing (Y, ft):
185,168
Horizontal System:
NAD 83
Vertical System:
MLW

PHI Sieve Sizes -4.254 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100
90
80
70
C
CD
m 60
0
3'
50
W
LD. 40
3
30
20
10
0
100 5
10 5 1 5 0.1 5
Millimeters
Hydrometer
0
10
20
30
rn
a)
40
m
(D
50
(0
0
U
60 aa)
a)
CL
70
80
90
100
0.01 5 0.001
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
I Symbol
lElev. (ft)l
USCS
I % Fines
I % Organics
% Carbonatesl
Median
I Mean
I Skew
Kurt
Sort
Sample Information
2018 -VC -F8-05 #1
•
-3.9
SP
#200 - 0.181
#230 - 0.18g
1.20
2.44
2.37
-2.88
17.34
0.51
Project Name:
Figure 8 Beach Banks Channel Permit
Comments:
Analysis Date:
07-18-18
Depths and elevations based on measured values
Analyzed By:
SJF
TI 4z,toastal
S E R V I C E S, I N C.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
}rah 910.821.1358
Tax 910.821.1359
Easting (X, ft):
2,372,611
Northing (Y, ft):
184,623
Horizontal System:
NAD 83
Vertical System:
MLW

100
90
80
70
-U
CD
a 60
(D
50
LD. 40
30
20
10
0
1
PHI Sieve Sizes -4.254 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
)o 5 io 5 1 5 0.1 5 0.01 5 0.0
Millimeters
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
0
10
20
30
rn
40
(D
50 p
M
0
60
(D
CL
70
80
90
100
Di
Sample
I Symbol
lElev. (ft)
l USCS
I % Fines
I % Organics 1%
Carbonates
l Median
I Mean
I Skew
Kurt
Sort
Sample Information
2018 -VC -F8-05#2
1
-9.4
SP
*200-0-'01
#230 - 0.051
2.10
2.36
� 2.25
� -3.04
17.65
0.56
Project Name:
Figure 8 Beach Banks Channel Permit
Comments:
Analysis Date:
07-18-18
Depths and elevations based on measured values
Analyzed By:
SJF
TI 4z, toastal
-'E; I=— R \/ I (-- FE --S, I N C.lax
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
h 910.821.1358
910.821.1359
Easting (X, ft):
2,372,611
Northing (Y, ft):
184,623
Horizontal System:
NAD 83
Vertical System:
MLW

PHI Sieve Sizes -4.254 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100
90
80
70
C
CD
m 60
0
3'
50
W
LD. 40
3
30
20
10
0
100 5
10 5 1 5 0.1 5
Millimeters
Hydrometer
0
10
20
30
rn
a)
40
m
(D
50
(0
0
U
60 aa)
a)
CL
70
80
90
100
0.01 5 0.001
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
I Symbol
lElev. (ft)l
USCS
I % Fines
I % Organics
% Carbonatesl
Median
I Mean
I Skew
Kurt
Sort
Sample Information
2018 -VC -F8-06 #1
•
-3.8
SP
#200 - 0.401
#230 - 0.40j
1.90
2.52
2.43
-3.69
26.73
0.46
Project Name:
Figure 8 Beach Banks Channel Permit
9
Comments:
Analysis Date:
07-18-18
Depths and elevations based on measured values
Analyzed By:
SJF
TI 4z,toastal
S E R V I C E S, I N C.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
}rah 910.821.1358
Tax 910.821.1359
Easting (X, ft):
2,372,198
Northing (Y, ft):
184,131
Horizontal System:
NAD 83
Vertical System:
MLW

PHI Sieve Sizes -4.254 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230
100
90
80
70
C
CD
m 60
0
3'
50
W
LD. 40
3
30
20
10
0
100 5
10 5 1 5 0.1 5
Millimeters
Hydrometer
0
10
20
30
rn
a)
40
m
(D
50
M
0
U
60 aa)
a)
CL
70
80
90
100
0.01 5 0.001
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
Sample
I Symbol
lElev. (ft)l
USCS
I % Fines
I % Organics
% Carbonatesl
Median
I Mean
I Skew
Kurt
Sort
Sample Information
2018 -VC -F8-06 #2
•
-7.0
SP
#200 - 0.101
#230 - 0.05g
1.60
2.42
2.35
-3.26
20.42
0.49
Project Name:
Figure 8 Beach Banks Channel Permit
Comments:
Analysis Date:
07-18-18
Depths and elevations based on measured values
Analyzed By:
SJF
TI 4z,toastal
S E R V I C E S, I N C.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
}rah 910.821.1358
Tax 910.821.1359
Easting (X, ft):
2,372,198
Northing (Y, ft):
184,131
Horizontal System:
NAD 83
Vertical System:
MLW

100
90
80
70
CD
m 60
0
3'
50
W
LD. 40
3
30
20
10
0
1
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
)0 5 10 5 1 5 0.1 5 0.01 5 0.0
Millimeters
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
0
10
20
30
rn
40 �
m
(D
50
M
0
U
60 a0i
N
CL
70
80
90
100
D1
Sample
I Symbol
lElev. (ft)l
USCS
I % Fines
I % Organics
% Carbonatesl
Median
I Mean
I Skew
I Kurt
I Sort
Sample Information
2018 -VC -F8-06#3
•
-9.2
SW
#200-0.00
#230 - 0.00
8.10
2.17
1.87
-2.3
9.2
1.04
Pro'ect Name:
1
Fi ure 8 Beach Banks Channel Permit
9
Comments:
Analysis Date:
07-18-18
Depths and elevations based on measured values
Analyzed By:
SJF
TI 4z,toastal
S E R V I C E S, I N C.
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
}rah 910.821.1358
Tax 910.821.1359
Easting (X, ft):
2,372,198
Northing (Y, ft):
184,131
Horizontal System:
NAD 83
Vertical System:
MLW

CAMA Permit Application
Homeowner Notifications

Certified Mail Notifications
The southernmost property of the proposed project area is 184 Beach Road South. The parcel of land
south of this property (186 Beach Road South) is owned by Patrick H Nettles.
qtr- Pm—k H. Nettles
x9b 9C.Lh RW7f 5o jh
Wil mmgavn. NC 7941 1-9227,
Address:
Patrick H Nettles
186 Beach Road South
Wilmington, NC 28411-9222

The northernmost property of the proposed project area is 10 Beach Bay Lane E. The parcel of land
north of the property (12 Beach Bay Lane E) is owned by Katherine H Bratton.
k I
Du Ms -Kai benne H- Bratton
12429 Creed more Rd.
Raleigh, NC 27614-9264
0
-EDGE OFSEW ^ d
Address:
Katherine H Bratton
12428 Creedmore Road
Raleigh, NC 27614-9209
Normal Mail Notifications
The oceanfront properties between 186 Beach Road South and 12 Beach Road South are all within the
extents of the proposed property. These homeowners are part of the Figure 8 Island HOA mailing list
and will be notified by mail sent from the HOA. As discussed in the project narrative, the next HOA
meeting is scheduled for July 5, 2014 and this permit application is part of the agenda for the meeting.
The discussion from the meeting, along with the permit application and drawings, will be distributed to
all members of the Figure 8 Beach HOA. Additionally, the HOA will post the full application and drawings
on its website and notify all homeowners that the application is available for review online. A
comprehensive list of the mailing list for all members of the Figure 8 Beach HOA follows.

TI Coastal Services, Inc.
P.O. Box 11056
Wilmington, NC 28404
910.821.1358 office
[e-mail]
Patrick H Nettles
186 Beach Road South
Wilmington, NC 28411-9222
Dear Mr. Nettles,
ATI --.Coastal
The Figure 8 Beach HOA has applied for a Major Permit Modification to existing CAMA permit 139-04
to conduct a beachfill and dredging project. This permit proposes to widen the southern portion of Banks
Channel to the 200 -foot width of the rest of the channel in order to create a wider navigational channel for
safe passage of boats past homeowner's docks during the summer months. The beach quality sand
dredged from the channel would be placed on the southern 10,000 feet of oceanfront shoreline of Figure 8
Island. The dredged material will be used to repair dune scarps and beach erosion caused by coastal
storms that have crossed the coast these past few years.
A full copy of the permit application is enclosed with this letter for your review. As part of the permit
application process, Figure 8 Beach HOA is required to notify neighboring property owners of their
application. Any objections or concerns regarding the proposed project should be directed in writing
within the next 30 days to:
North Carolina Department of Environmental Quality
ATTN: Heather Coats
127 Cardinal Drive Ext.
Wilmington, N.C. 28405-3845
Sincerely,
Jamie Pratt

a Complete items 1, 2, and 3. Also complete
item 4 if Restricted delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
• Attach this card to the back of the mailplece,
or on the front if space permits.
1. Article Addressed to:
A. Signature
X © Agent
© Addressee
S. Received by (Printed Name) C. Date of Delivery
D. Is delivery address different from item 1? © Yes
If YES, enter delivery address below: it No
IIIl���IIIl���IIIIIIIIIIIIIIIIII�II�IIIIIIIlII
3. Service Type
0 Certified Mail® 0 Priority Mail Express-
© Registered 0 Return Receipt for Merchandise
❑ Insured Mail i7 Collect on Delivery
4. Restricted Delivery? (Ewa Fee) 0 Yes
2. (Transfer
nsferle omm 71X, 7 1450 0001 2 65 5 4497
(Transfer from service iabeq
PS Form 3$11, July 2013 Domestic Return Receipt
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TI Coastal Services, Inc.
P.O. Box 11056
Wilmington, NC 28404
910.821.1358 office
[e-mail]
Katherine H Bratton
12428 Creedmore Road
Raleigh, NC 27614-9209
Dear Ms. Bratton,
TIoastal
The Figure 8 Beach HOA has applied for a Major Permit Modification to existing CAMA permit 139-04
to conduct a beachfill and dredging project. This permit proposes to widen the southern portion of Banks
Channel to the 200 -foot width of the rest of the channel in order to create a wider navigational channel for
safe passage of boats past homeowner's docks during the summer months. The beach quality sand
dredged from the channel would be placed on the southern 10,000 feet of oceanfront shoreline of Figure 8
Island. The dredged material will be used to repair dune scarps and beach erosion caused by coastal
storms that have crossed the coast these past few years.
A full copy of the permit application is enclosed with this letter for your review. As part of the permit
application process, Figure 8 Beach HOA is required to notify neighboring property owners of their
application. Any objections or concerns regarding the proposed project should be directed in writing
within the next 30 days to:
North Carolina Department of Environmental Quality
ATTN: Heather Coats
127 Cardinal Drive Ext.
Wilmington, N.C. 28405-3845
Sincerely,
Jamie Pratt

IN Cornplete items 1, 2, and 3. Also complete A. Sign ure
item 4 if Restricted Delivery is desired. /�
■ Print your name and address on the reverse X ❑ Agent
so that we can return the card to you.❑ Addressee
■ Attach this card to the back of the mailpiece, R- Received by (Printed Name) --Pat. of Delivery
or on the front if space permits.
t, Article Addressed to:
MAc3�'7
lei Q-7
Pa�
�• ',r<101e Number
(Transfer from service label}
Ps Form 3811, July 2013
D. Is delivery address different from Rem 1? ❑ Yes
If YES, enter delivery address Below: ❑ No
�llll!lllllll�l�l11111lllllll111�1
1111111l1l11
S. Service type
Certified Mail® [:1 priority Mail Express'"
Certified
❑ Return Receipt for Merchandise
❑ Insured Mail ❑ Calfect on Delivery
4. Restricted Deliverp (Extra Fee)
7017 1450 0001 2635 4533
Domestic Return Receipt
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Major Permit Fee Schedule
Project Name: F� JA11 JLo� Et>A County: Check No & Amount: {?5
Development Type
Fee
DCM %
DWQ %
(14300160143510009316256253)
(2430016024351000952341)
I. Private, non-commercial development
that does not involve the filling or
$250
100%($250)
0%($0)
excavation of any wetlands or
open water areas:
II. 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 if A,B, C, or D below applies:
III(A). Private, non-commercial
development, if General Water Quality
$250
100%($250)
0%($0)
Certification No. 4175 can be applied:
III(B). Public or commercial development,
if General Water Quality Certification
$400
100%($400)
0%($0)
No. 4175 can be applied:
III(C). If General Water Quality
Certification No. 4175 could be applied,
but DCM staff determined that additional
$400
60%($240)
40%($160)
review and written DWQ concurrence is
needed because of concerns related to
water quality or aquatic life:
III(D). If General Water Quality
$400
60% ($240)
40% ($160)
Certification No. 4175 cannot be applied:
IV. Development that involves the filling
-
and/or excavation of more than one acre
$47
60%($285)
40%($190)
of wetlands and/or open water areas: