105-20 Application with Plans

Styron, Heather M.
From: Neal, Robert <[e-mail]>
Sent: Wednesday, January 8, 2020 1:52 PM
To: Styron, Heather M.
Cc: Rudi Rudolph
Subject: [External] Old Ferry Channel & Deer Creek (OFC & DC) - Riparian Property Notices
Attachments: 10153-OFC_DC-Green_Cards-010819.pdf
External email, Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Good afternoon Heather and Happy New Year!
Please find attached the first batch of green cards receipts for Carteret County's riparian property notifications for the
Old Ferry Channel and Deer Creek Major CAMA application.
Please let me know if this completes the permit application and allows full agency review.
Best Regards,
Robert Neal, P.E.
Moffatt & Nichol
272 N. Front Street I Suite 204 1 Wilmington, NC 28401
P 910.218.7100 ( F 919.781.4869 1 C 910.524.328E
Creative People, Practical Solutions. I
Connect with us: Website I Facebook I Linkedln I Twitter

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GREGORY & MARIA C MORANDO
203=BAYSIDE DRIVE
CAi'E,CARTERET NC 28584
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SUSAN R,,4 JERRY B PINCH
105 ROCK.COURT
CAPE CARTERET NC 28584
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JEFFREY & PATRICIA HILL
207 BAYSIDE DRIVE 11
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CARTERET COUNTY SHALLOW DRAFT NAVIGATION WATERWAYS
OLD FERRY CHANNEL & DEER CREEK MAINTENANCE DREDGING
CAMA MAJOR PERMIT APPLICATION
OCTOBER 2019
Prepared By:
Moffatt & Nichol
272 N. Front Street, Ste. 204
Wilmington, NC 28401
Prepared For:
Carteret County
302 Courthouse Square
Beaufort, NC 28516
RECEIVED
OCT 31 2019
DCM-MHD CITY

272 N. Front Sheet Suite 204
,,,, Wilmington, NC 28041
mottatt & nlchol [phone] Fax[phone]
www.mo8ahnichol.com
October 24, 2019
Ms. Heather Styron
N.C. Division of Coastal Management (NCDCM)
400 Commerce Avenue
Morehead City, NC 28557
Re: CAMA Major Permit Application
Old Ferry Channel & Deer Creek Maintenance Dredging
Dear Ms. Styron,
On behalf of Carteret County, please find enclosed a CAMA Major Permit application for the work
referenced as Old Ferry Channel and Deer Creek Maintenance Dredging. The proposed project
will maintenance dredge up to 18,950 linear feet (If) of connecting access and residential channels
near Cape Carteret and Emerald Isle. A maximum of 39,463 CY may be removed from the
dredging footprint and placed in an upland facility. Priority of the maintenance dredging will focus
on the shoaling areas and most likely will not encompass the complete navigation channel or
referenced volume. However, the permit application includes the full navigation area to help
Carteret County prepare for future navigation needs.
The project maintains consistency with previous permits issued for the area and strives to minimize
potential dredging impacts while also meeting the navigation needs of the community. The design
widths and depths vary based on the applicable vessel density expected. Carteret County also
realizes the dredge areas will need to provide a buffer for all wetland vegetation established along
the channel system. The vegetation will be mapped prior to construction to help identify the most
current conditions applicable.
We appreciate the Division's assistance and guidance in preparing the enclosed application and
look forward to a favorable review. As the authorized agent for Carteret County, please feel free
to contact me if you have any questions or need additional information.
Sincerely,
MOFFATT & NICHOL
Robert Neal, P.E.
Senior Coastal Engineer
RECEIVED
OCT 31 200
DCM-MHD CITY
Page 1

Enclosures
cc: Gregory Rudolph, Carteret County
Eugene Foxworth, Carteret County (w/o attachment)
Dawn York, Moffatt & Nichol (w/o attachment)
Client Name
Date
RECEIVED
OCT 31 2019
DCM-MHD CITY
,ld" Page 2

Carteret County Shallow Draft Navigation Waterways
Old Ferry Channel & Deer Creek Maintenance Dredging
CAMA Major Permit Application
Table of Contents
Tab Description
A. Form MP-1
B. Form MP-2
C. Agent Authorization
D. Project Narrative
E. Permit Drawings
F. Consent of Use Agreements
G. August 2018 Hydrographic Survey
H. Previous Permits
1. Sediment Analysis
J. Riparian Property Owners Notification List
RECEIVED
OCT 31 2019
DCM-MHD CITY

APPLICATION for
Major Development Permit
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. PrimaryApplicant/ Landowner Information
Business Name
Project Name (it applicable)
Carteret County
Old Ferry Channel & Deer Creek Maintenance Dredging
Applicant 1: First Name
MI
Last Name
Tommy
Bums
Applicant 2: First Name
MI
Last Name
Greg
Rudolph
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
302 Courthouse Square
Beaufort
INC
ZIP
ntry
Phone No.
FAX No.
28516
ruosu
252-222-5835
ext.
252-222-5826
Street Address (rfdifferent /mm above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Moffatt & Nichol
Agent/ Contractor 1: First Name
MI
Last Name
Robert
Neal
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
272 N. Front Street, Suite 204
Wilmington
INC
ZIP
Phone No. 1
Phone No. 2
28401
910-218-7100 ext.
ext.
FAX No.
Contractor #
919 781 4869
Street Address (d different from above)
City
State
ZIP
Email
rneal @m offattnichol. com
<Form continues on back>
RECEIVED
252-808-2808 .. 1.688.4RCOA3T .. www.nccoa stalmanagement. net 019
DGM-MID CITY

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
307 Bayshore Drive
Subdivision Name
City
State
Zip
N/A
Cape Carteret
NC
28584 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
ext.
I I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak River Basin
Bogus Sound
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
(Natural []Manmade ❑Unknown
Bogus Sound
e. Is proposed work within city limits or planning jurisdiction?
I. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
Carteret County
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
18,300 ft
30.7 Ac - Maintenance channels
1.2 Ac - Material Placement sites
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
I'll' many lot sizes, please attach additional page with a list)
N/A ❑NHW or ❑NWL
e. Vegetation on tract
No submerged vegetation has been identified in the maintenance dredging area. In addition, the dredging will maintain a
10-ft buffer from any marsh vegetation or coastal grasses.
f. Man-made features and uses now on tract
Fixed and floating docks, along with bulkheads and other shoreline control structures.
g. Identify and describe the existing land uses adracen to the proposed project site.
Residential and undeveloped land located adajcent to the navigation channel.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
n/a
(Attach zoning compliance certificate, if applicable)
®Yes []No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. 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?
<Form continues on next page> RECEIVED
252-808-2808 .. 1-888-4RCOAST -. www.nccoastaImanagement,ne@CT 31 2019
DCM-MHD CITY

Form DCM MP-1 (Page 3 of 4)
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.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ®Public/Govemment
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Deer Creek and Old Ferry Channel provide recreational navigation access to the AIVWV and Bogue Sound from Cape
Carteret and Emerald Isle.
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.
Mechanical dredging equipment entailing a barge and bucket excavator. Dredge spoil will be placed on a work barge and
transported to the offloading site. The material will then be transferred to a dump truck for hauling to a placement facility
(Deer Creek), or transferred directly to a placement area (Old Ferry Channel).
d.
List all development activities you propose.
Maintenance dredging in Old Ferry Channel and Deer Creek in Carteret County, INC.
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed pmject? 31.9 ❑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?
In.
Describe location and type of existing and proposed discharges to waters of the state.
Small quantities of dredge effluent can be expected to run-off from the work barge during material transport, otherwise the
effluent will be contained within the hauling equipment. Berms and silt fencing will contain the sediment in the end use
placement facility.
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> RECEIVED
252-808-2808 :: 1-888-4RCOAST :: www.necoastaimanagement.net
DCM-MHD CITY

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) — (1) are always applicable to any major development application. Please consult the application
instruction booklet on how to propedy 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 writh the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name See Attached Tab J - Riparian Property Owners Phone No.
Address
Name Phone No.
Address
Name Plane 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.
See Attached Tab H - Pervious Permits
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 AG (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 October 22, 2019 Print Name Greg'Rudi' Rudolph
Signature V
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
RECEIVED
252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmanagement.net
DCM-MHD CITY

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.
Old Ferry
Deer Creek
Deer Creek
Other
Channel
(Access
(Access
(Residential
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
Channel)
Channel)
Canal)
stabilization
Length
6,750 ft
6,200 ft
6,000 ft
Width
50'- (6.150 ft)
50' - (5,900 it)
30' - (500 ft)
30'- 800 ft
30' - 300 ft
20' - 5,500 it
Avg. Existing
_ 4 MLW
-3 MLW
-2 MLW
NA
NA
Depth
Final Project
_ 6 MLW +1
-5 MLW+1
-5 MLW+1
NA
NA
Depth
-4 MLW + 0.5
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
39,463 CY
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(4) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
910 WB McLean Drive (Hwy 24), Cape Carteret (28584)
328 Live Oak Drive, Cape Carteret (28584)
c. (i) Do you claim title to disposal area?
❑Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner.
See Tab F - Consent of Use Agreements
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
❑This section not applicable
Type of material to be excavated.
Silty sand, fines, mud.
d. High -ground excavation in cubic yards.
0 CY
❑This section not applicable
b. Dimensions of disposal area.
0.6 Ac - Deer Creek Site
0.6 Ac - Old Ferry Channel Site
d. (i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(it) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(it) If yes, how much water area is affected?
RECEIVED
OCT g 12019
252-808-2808 :: 1-888-411COAST :: www.nccoastalmuinsaement.net
DCMr-YM LYTY

Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION This section not applicable
(if development is a wood groin, use MP-4 — Structures)
a. I ype or snorenne stabilization:
❑Bulkhead ❑Riprap ❑BreakwaterlSill ❑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 backfll_ 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 brought to the site? ❑Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water _ other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area _ ❑CW ❑SAV ❑SB
(iv) Purpose of fill OWL ❑None
(it) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Silt fencing and erosion control berms
c. (i) Will navi ational aids be required as a result of the project?
❑Yes Co ❑NA
(ii) If yes, explain what type and how they will be implemented.
October22, 2019
Date
backhoe, or hydraulic dredge)?
Excavator (backhoe) or bucket dredge, bobcat, dump trucks and
Floating barges.
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.
Greg' Rudi' Rudolph
Applicant Name REeEIVED
Old Ferry Channel & Deer Creek Maintenance Dredging OCT 31 2019
Project Name Applicant Signature DCM-MHD CITY
252-808-2808 :: 1.888.4RCOAST :: www.nccoastalmanaaement.net revised: 12/26/06

September 19, 2019
NC Division of Coastal Management
400 Commerce Drive
Morehead City, NC 28557
RE: Old Ferry Channel & Deer Creek Maintenance Dredging — Agent Authorization
To Whom It May Concern:
Please be advised, the Carteret County Board of County Commission has designated Moffatt &
Nichol as an Authorized Agent for the above referenced project. The authorization entails (and is
limited too) efforts necessary to acquire state and federal permits for the maintenance dredging of
Old Ferry Channel and the Deer Creek system.
Sincerely,
y' I AL -
Greg "Rudi" Rudolph
Shore Protection Manager
Carteret County Shore Protection Office
RECEIVED
OCT 31 2019
DCM-MHD CITY

Carteret County Shallow Draft Navigation Waterways
Old Ferry Channel & Deer Creek Maintenance Dredging
Project Narrative
Carteret County intends to maintenance dredge the navigation channels referenced as the Old Ferry Channel
and Deer Creek adjoining Bogue Sound in Cape Carteret. The dredging operations will help enhance
recreational navigation access for residents and visitors in Cape Carteret and Emerald Isle to the Atlantic
Intracoastal Waterway(AIWW).
The Old Ferry Channel spans approximately 6,750 linear feet (If) (1.3 miles) across the AI W W to connect
the townships of Cape Carteret and Emerald Isle. The channel supported a ferry operation from 1961 to
1971, until the B. Cameron Langston Bridge, otherwise known as the Emerald Isle Bridge, was constructed.
Since 1971, the Old Ferry Channel has served as a primary recreational navigation access for the Cape
Carteret boating community. The proposed work stipulates the first known maintenance event for the Old
Ferry Channel since the original construction by W.B. McLean as a developmental action for Cape Carteret.
Deer Creek includes a system of navigation channels facilitating access to multiple residential areas in Cape
Carteret. The Deer Creek system covers approximately 12,200 if (2.3 miles) inclusive of a connection to
the Old Ferry Channel. Deer Creek provides recreational navigation access to five (5) separate residential
areas containing an estimated 18,300 if (3.5 miles) of shoreline. Maintenance dredging occurred in sections
of Deer Creek in 2001 and 2007, although the records do not indicate maintenance ever occurred throughout
the entire system. Figure 1 below shows the proposed Old Ferry Channel and Deer Creek maintenance
areas.
Figure 1.Old Ferry Channel and Deer Creek Maintenance Dredge Areas
RECEIVED
OCT 31 2019
DCM-MHD CITY

Carteret County Shallow Draft Navigation Waterways
Old Ferry Channel and Deer Creek Maintenance Dredging
Project Narrative
Construction Methodoloev
Page 2 of 8
The proposed maintenance dredging project will restore the Old Ferry Channel to a 50-ft width at -7-11 (-
6+1) MLW with 3H:1 V side slopes. Although the main alignment of the Old Ferry Channel maintains the
50-ft width, both the Cape Carteret and Emerald Isle inaugural sections begin with a 30-ft width to help
minimize potential shoreline impacts. The dredging project will remove approximately 9,675 cubic yards
(CY) of fine grained sand and silt from the shoaled areas of the Old Ferry Channel. A clamshell or excavator
type dredge will remove the spoil material for placement in an upland site. The dredge spoil will be placed
on a floating barge or bin for transport from the dredge area to an unloading site on Cape Carteret. Tab E
(Permit Drawings) shows the proposed channel alignment and upland material placement site for the Old
Ferry Channel maintenance.
Tab E also shows the proposed dredge area and upland material placement facility for Deer Creek. Deer
Creek consists of four (4) branches and a connecting channel extending from the Old Ferry Channel. The
project will remove a maximum of 29,788 CY from the Deer Creek system. The connecting channel
originates from a 150-11 widener positioned along the northern segment of the Old Ferry Channel. The
widener begins with an approximate 300-ft width and narrows to a 50-ft width over a 150-11 length. The
connecting channel then extends approximately 2,000 If at -6-ft (-5+1) MLW to the main branch of Deer
Creek. The main branch extends in both a north and south direction with a 30-11 width at -6-ft (-5+1) MLW.
The northern extension covers approximately 500-ft before diverting to the northwest and branching again
in a north direction. Both the main branch and the referenced north branch continue with a 20-11 width at -
4.5-ft (4 +0.5) MLW. The branches have a decreased navigation space available within the residential
areas of Deer Creek due to lower anticipated vessel density. The main branch continues in a northwest
direction for approximately 2,200 If to reach the terminus near Yaupon Drive and Highway 24 in Cape
Carteret. The north branch also extends approximately 2,200 If and terminates at Highway 24.
The southern extension of the main Deer Creek channel increases from the 30-11 width, referenced at the
confluence with the connecting channel to the Old Ferry Channel, to a 50-ft width approximately 300 If
from the confluence area. A west branch originates where the main channel expands to a 50-11 width. The
west branch extends approximately 1,100 if with a 20-ft width at -4.5-ft (-4 +0.5) MLW to the terminus at
Yaupon Road. The main southern channel continues from the branch point with a 50-ft width at -6-ft (-5+1)
MLW for approximately 3,750 If to a deep water path in Bogue Inlet that accesses the AIWW. The Deer
Creek southern main channel follows the Cape Carteret shoreline near Hunting Island and makes a western
directional turn towards the Emerald Isle Bridge. The main branch then merges with the deep water path
which adjoins the AIWW. The increased width for the main channel provides additional maneuverability
for vessel traffic anticipated from the AIWW. As the Deer Creek branch channels access predominately
residential canals, the widths decrease in expectations of slower navigation speeds and vessel density. Table
1 provides the design standards for both the Deer Creek and Old Ferry Channel elements.
Both the Deer Creek and Old Ferry Channel maintenance operations will utilize a material offloading site
at the Cape Carteret terminus of the Old Ferry Channel. Two (2) material placement facilities located
adjacent to the offloading site will accept material from Old Ferry Channel and the Deer Creek system.
These sites are located at 328 Live Oak Drive and 307 Bayshore Drive. Material dredged from Deer Creek
may also be truck hauled to a placement facility at the intersection of Highway 24 and Bayshore Drive. Tab
F (Consent of Use Agreements) provides each sites landowner agreements for acceptance of the dredge
material placement. Erosion control structures, such as silt fencing and earthen berms, will be implemented
and maintained until vegetation cover establishes enough to stabilize the placed material. Material may be
placed in the designated facilities up to six (6-11) feet above the pre -construction grade for either site. Thus,
the total volume placed in the upland facilities will not exceed 11,600 CY at any one time. Once dewatering

Carteret County Shallow Draft Navigation Waterways
Old Ferry Channel and Deer Creek Maintenance Dredging
Project Narrative Page 3 of 8
of the material is complete, stockpiled material will be truck hauled to an authorized landfill facility prior
to exceeding the 11,600 CY threshold. Material remaining in the placement facility will not be removed if
the placement volume is below a combined 11,600 CY and the 6-ft additional height thresholds. Erosion
control structures, such as silt fencing and earthen berms, will be implemented and maintained until
vegetation cover establishes enough to stabilize the placed material. Figure 2 shows the referenced material
offloading site and both the Old Ferry Channel and Deer Creek material placement facilities.
Table 1. Old Ferry Channel and Deer Creek Design Elements
Channel
ft
Width (ft)
Length (ft)
Side Slopes
Volume
11Dept
Old Ferry Channel
-7 (-6+1)
50-ft
66150-ft
3:1
9,675
Deer Creek
-6(-5+1)
50-ft
2,150-ft
3:1
9,838
Connecting Channel
Deer Creek North
-6 (-5+1)
30-ft
500-ft
3:1
5,244
Main Channel
-4.5 4 +0.5
20-ft
2,200-ft
Deer Creek South
6 (5+1)
30-ft
300-ft
3:1
11,302
Main Channel
50-ft
3,750-ft
Deer Creek
-4.5 (4 +0.5)
20-ft
2,200-ft
3:1
1,273
North Branch
Deer Creek
4.5(4+0.5)
20-ft
1,100-ft
3:1
2,131
West Branch
Figure 2. Old FerrN Channel 3 Deer Creek Material Offloading Site and Placement FacilitCEIVED
OCT 31 2019
DCM-MHD CITY

Carteret County Shallow Draft Navigation Waterways
Old Ferry Channel and Deer Creek Maintenance Dredging
Project Narrative Page 4 of 8
The volumetric calculations stem from a hydrographic survey Carteret County conducted in August 2018.
Tab G (Hydrographic Survey) shows a color -coded depiction of the reference survey. The survey shows
several `hotspots' or shoaled areas in the Old Ferry Channel and Deer Creek. The shoaled areas reflect a
red or yellow color and indicate elevations approaching 0 MLLW (-0.15 MLW)'. The shoaled areas will
be prioritized during the maintenance event to minimize dredging costs and potential impacts. Carteret
County most likely will not dredge the complete navigational system as described due to budget limitations.
However, Carteret County requests authorization to dredge the full footprint as described for the Old Ferry
Channel and Deer Creek in the event additional funds become available in out -year budgets. Obtaining and
preserving the appropriate state and federal authorizations provides a future potential cost savings without
additional expenditures.
Carteret County will also limit the construction activities to daytime hours between November 16s' and
March 31 ". Limiting the construction timeframe to the cooler winter months will reduce the injury risk to
potential migrating species such as West Indian manatee, and juvenile fish species. Scheduling the work in
the winter months will also reduce the potential risk of injuring or harassing sea turtles, which generally
show a greater presence density in the summer months. The dredging will also maintain a 10-ft buffer from
aquatic vegetation such as marsh grass or vegetated wetlands. Implementing the buffer will help minimize
the potential for the channel side slopes to erode the vegetation through tidal scour or boat wake impacts.
Previous Permits
As referenced above, the proposed work will be the first known maintenance dredging event for the Old
Ferry Channel since the original construction in 1961. W. B. McLean conducted the original dredging to
promote ferry travel between Cape Carteret and Emerald Isle'. Subsequently, North Carolina operated a
ferry service thorough the navigation channel until 1971, when the B. Cameron Langston Bridge replaced
the ferry service as the primary access between Emerald Isle and Cape Carteret. The Old Ferry Channel has
maintained navigation depth, presumably due to the boating traffic and tidal currents helping to flush
shoaled sediment from the waterway. The original construction also did not fall under permit review. The
original dredging occurred prior to 1972 and the enactment of the North Carolina Dredge and Fill Law and
the federal Coastal Zone Management Act.
The navigation channels of Deer Creek have been previously maintained. Tab H (Previous Permits)
contains records of maintenance events proposed during 2001 and 2007. The previous permits concentrate
on localized shoaling within the residential neighborhoods of Deer Creek and do not encompass the
complete recreational navigable system. However, the current proposal stems from the previous
maintenance attempts and concentrates on minimizing potential dredging impacts. The previous dredging
projects allowed excavation to -4-ft Normal Water Level (NWL) and the current plan limits dredging to -
4.5-ft (4 +0.5) MLW. Accounting for the elevation difference between NWL and MLW (0.17-ft), the
current plan extends the dredging depth approximately 0.67-ft below the previously authorized dimensions
to provide a minimal (0.5-ft) overdredge allowance and a 0.17-ft conversion to the MLW datum. The
overdredge allowance provides additional workspace for the contractor to help prevent excavation below
the authorized elevation. In addition, the MLW datum provides a general reference to the available
navigation depth regardless of tidal stage.
t Datum's reference benchmark sheets established for NOAA station 9656483, Beaufort, Duke Marine Lab
= Cape Carteret (2019). History of the Town of Cape Carteret, NC. URL www.townotcaoecartemt.ore/town-histom.html (visited
2019, September 25).

Carteret County Shallow Draft Navigation Waterways
Old Ferry Channel and Deer Creek Maintenance Dredging
Project Narrative Page 5 of 8
Sediment Composition
Sediment analysis results from the Old Ferry Channel and Deer Creek indicate silty and fine grain sands
comprise a large percentage of the dredge material. As a result, the material most likely does not meet state
standards for beach placement as beneficial reuse. Tab I (Sediment Analysis) shows the complete sediment
composition for the samples collected for Old Ferry Channel and Deer Creek while Table 2 and Table 3
provides a summary of each dredge area. For reference, Figure 3 shows the sample locations in planview.
Table 2. Sediment Analysis for Old Ferry Channel
Sediment Classification
% b weight)
Sample
o
/o Gravel
/o Granular
% Sand
/o Fines
OFC-01
-
-
OFC-02
0.44
0.38
83.79
15.39
OFC-03
0.00
0.03
94.21
5.77
OFC-04
0.13
0.31
78.95
20.61
OFC-05
0.22
0.01
96.00
3.77
OFC-06
0.63
0.63
83.54
15.19
OFC-07
1.20
0.20
94.30
4.31
OFC-08
21.07
2.13
52.87
23.94
OFC-09
-
-
-
-
OFC-10
0.00
0.03
29.23
70.75
OFC-11
-
-
OFC-12
0.12
0.58
58.48
40.83
OFC-13
0.00
0.07
82.79
17.14
Composite
2.38
0.44
75.42
21.77
Notes: Sediment Classification determined in accordance with 15A NCAC 0711.0312 (1) e.
(-) indicates the sample depth was below the max. (deepest) dredge elevation.
Composite characteristics determined by simply arithmetic mean.
Table 3. Sediment Analysis for Deer Creek
Sediment Classification % by weight)
Sample
u/u G�
%ravel Granular
% Sand
/o Fines
DC-01
0.31
0.41
70.19
29.09
DC-02
0.96
0.56
64.67
33.81
DC-03
0.00
0.18
19.28
80.54
DC-04
-
-
-
-
DC-05
0.36
1.16
83.67
14.81
DC-06
0.90
1.58
72.51
25.01
DC-07
0.00
0.01
96.92
3.07
DC-08
2.52
0.25
95.28
1.95
DC-09
17.33
2.18
61.59
18.91
Composite
2.80
0.79
70.51
25.90
Notes: Sediment Classification determined in accordance with 15A NCAC 0711.0312 (1) C.
(-) indicates the sample depth was below the max. (deepest) dredge elevation.
Composite characteristics determined by simply arithmetic mean.
Table 2 and Table 3 indicate approximately 25% of the dredge material consists of silty sands. Although
the project did not evaluate a native beach for comparison, generally any site with greater than 10% fines
does not meet North Carolina state criteria for beach placement. Carteret County also understands the
financial burden and economic cost of transferring the dredge material via truck haul to a nearby beach,
assuming the material could satisfy the NC requirements for beneficial reuse placement. Therefore, Carteret
RECEIVED
OCT 31 2019
DCM-MHD CITY

Carteret County Shallow Draft Navigation Waterways
Old Ferry Channel and Deer Creek Maintenance Dredging
Project Narrative
Page 6 of 8
County refrained from exploring if the material would be appropriate as beneficial reuse based on the
sediment results and general knowledge of sand quality at the nearby beaches and overall cost implications.
Figure 3.Old Ferry Channel & Deer Creek Sediment Sample Locations (Not To Scale)

Carteret County Shallow Draft Navigation Waterways
Old Ferry Channel and Deer Creek Maintenance Dredging
Project Narrative
Summary
Page 7 of 9
Carteret County requests authorization to maintenance dredge the Old Ferry Channel and Deer Creek
waterways in efforts to enhance recreational navigation access for residents and visitors of Cape Carteret
and Emerald Isle. The proposed project will improve navigation access through the Old Ferry Channel to
the AIWW from both Cape Carteret and Emerald Isle. The Old Ferry Channel has served as a recreational
navigation throughway, for both communities since the 1971 construction of the B. Cameron Langston
Bridge. The bridge construction reduced the need for a state operated ferry system to provide the primary
travel option between Emerald Isle and Cape Carteret. As the ferry system became less used, the Old Ferry
Channel became a recreational asset for providing navigational access for local boaters in Cape Carteret
and Emerald Isle to the AIWW.
The Old Ferry Channel extends approximately 6,750 If (1.3 miles) to connect Emerald Isle with Cape
Carteret. The waterway also crosses the AIWW in Bogue Sound to provide navigable access to deep -water.
The maintenance project will remove a maximum of approximately 9,675 CY from the Old Ferry Channel
alignment. The excavation will occur down to a maximum (deepest) elevation of -7-11 (-6+1) MLW over
an approximate 50-ft channel width. The Old Ferry Channel alignment narrows from the 50-ft width to 30-
ft at both the Emerald Isle and Cape Carteret terminus. The change in width occurs in response to slower
vessel speeds anticipated within the mooring areas and to help limit potential dredging impacts.
The proposed maintenance will help improve navigation depths through the residential community
adjoining the Deer Creek system. Deer Creek consist of four (4) branches extending from a connecting
channel that originates at the Old Ferry Channel. The complete Deer Creek system extends approximately
12,200 If (2.3 miles) and contains approximately 29,788 CY of shoaled material. Maintenance operations
will dredge to a maximum (deepest) elevation of -6-11 (-5+1) MLW in the main channels and -4.5-11 (4
+0.5) MLW in the residential canal areas. The channel widths vary from 50-11 wide in the main channel
segments to 20-ft wide in the residential portions. The varying design dimensions stem from the vessel
traffic density anticipated within each navigable waterway.
Records indicate this will be the first documented maintenance event for the Old Ferry Channel since the
original construction in 1961. However, Deer Creek has incurred at least two (2) prior maintenance events.
The proposed action will be the first to encapsulate the full extents of the Deer Creek system and will help
provide a documented channel alignment for future maintenance events. Actions remain unlikely to remove
the complete dredge volume proposed for the maintenance event. However, obtaining the necessary permits
and authorizations under the current efforts will assist the County in future maintenance operations by
defining a channel alignment and operational plan.
The sediment placement plan provides two (2) dredge material placement facilities. The dredge material
composition most likely falls below the necessary standards for beneficial reuse; and therefore, will be
placed in an upland facility. Each proposed placement facility covers approximately 0.6 acres (1.2 Ac. total)
and will hold a total of 11,600 CY without more than a six (6) foot elevation increase. Expectations suggest
the project will not remove a significantly greater volume than the available capacity can maintain.
However, if additional financial resources become available a greater volume may be removed. In this
event, material will be stockpile for dewatering in the placement facilities. However, material will be
removed prior to raising either site more than 6-ft above the existing elevations or exceeding the 11,600
CY threshold. Dewatered material will be truck hauled to a landfill facility to create or restore capacity for
the additional material. The excavated material may be left in place in both of the upland sites after
completing the maintenance operations. However, the material will be smooth graded to discourage water
ponding and will also be maintained within 6-ft of the original elevation grades. Erosion control struRECEIVED
OCT 31 2019
DCM-MHD CITY

Carteret County Shallow Draft Navigation Waterways
Old Ferry Channel and Deer Creek Maintenance Dredging
Project Narrative
Page 8 of 8
such as silt fencing and earthen berms, will be implemented and maintained until vegetation cover
establishes enough to stabilize the placed material.
The maintenance project will occur during the winter months of November 16' through March 31"
Constricting the construction to this period will help reduce the potential for environmental impacts. The
dredging operations will also maintain a 10-ft buffer from wetland vegetation. Implementing the buffer will
help minimize the potential for the channel side slopes to erode the vegetation through tidal scour or boat
wake impacts. These considerations and channel design should provide a reasonable and environmentally -
acceptable enhancement to the navigation systems within the Old Ferry Channel and Deer Creek.

October 09, 2019
McLean Holding Limited Partnership
c/o Bubba McLean
307 Bayshore Drive
Cape Carteret, NC 28584
Carteret County
302 Court House Square
Beaufort, NC 28516
To Whom It May Concern,
This letter of consent is provided to satisfy the requirements of the CAMA Major Permit application for
providing written authorization for material placement within an approximate 1.0 acre site at 307
Bayshore Drive in Cape Carteret. As an agent for the underlying property owner, I authorize Carteret
County (County) to use the parcel for material placement pertaining to the County's maintenance
dredging of Old Ferry Channel and Deer Creek.
Please note, prior to material placement occurring, a formal agreement between the County and McLean
Holding Limited Partnership will be needed to document each parties responsibilities and expectations.
The agreement will provide the terms and conditions of the project along with the anticipated duration.
Sin�cerrely,
.t'„LCn._ '
Bubba McLean
RECEIVED
OCT 31 2019
DCM-MHD CITY

October 2, 2019
Manatee Investmenfg-imited Partnership
c/o Paxon McLean Holz
106 Manatee Street
Cape Carteret, NC 28584
Carteret County
302 Court House Square
Beaufort, NC 28516
To Whom It May Concern,
This letter of consent is provided to satisfy the requirements of the CAMA Major Permit application for
providing written authorization for material placement within an approximate 1.4 acre site at 910 WB
Mc&gaa Drive (Hwy 24) in Cape Carteret. As an agent for the underlying property owner, I authorize
Carteret County (County) to use the parcel for material placement pertaining to the County's maintenance
dredging of Old Ferry Channel and Deer Creek.
Please note, prior to material placement occurring, a formal agreement between the County and Manatee
Investmentswill be needed to document each parties responsibilities and expectations. The agreement will
provide the terms and conditions of the project along with the anticipated duration.
Si ly,
xon PaHolz
O"�4
lN�,aF¢L6�au�, Luc �,e�ia(iPar/n¢y
RECEIVED
OCT 31 2019
DCM-MHD CITY

October 2, 2019
Paxon McLean Holz
• 328 Live Oak Drive
Cape Carteret, NC 28584
Carteret County
302 Court House Square
Beaufort, NC 28516
To Whom It May Concern,
This letter of consent is provided to satisfy the requirements of the CAMA Major Permit application for
providing written authorization for material placement and use of a boat ramp at 328 Live Oak Drive in
Cape Carteret. As as the underlying property owner, I authorize Carteret County (County) to place spoil
material from the maintenance dredging of Old Ferry Channel and use the boat ramp on the property.
Please note, prior to material placement occurring, a formal agreement between the County and property
owner will be needed to document each parties responsibilities and expectations. The agreement will
provide the terms and conditions of the project along with the anticipated duration.
Ak/2'
apk 1/0
RECEIVED
OCT 31 2019
DCM-MHD CITY

','.CAMA/'-DREDGEAFILL
N? 47029<
GENERAL PERMITIMOV
Previous permit#
New Modification Complete Reissue Partial Reissue Date previous permit issued
1 authorized by the State of North Carolina, Department of Environment and Natural Resources
d the Coastal Resources Com i i n In an area of environmental concern pursuant to I SA NCAC -79
oll X
Applicant Name�\ -Ar~�� .-- - -
P�lules am5hed.
Project Location: County/1—
f
Address -�.5�� - LAM (AJ f /e+# -
Street Address/ State Road/ Lot #(s)
City----e!1 strt 1a�%L ZIP,
L* 3Z
tL 3L1• Moir --- —
Phone #)
`
Subdivision .... C.Af f At -f 1 -
Authorized Agatt l/ AJ Own
City L/VC ZIP ��j'v y
-.-cW AW . 11 ES
� _ PTs
Affected �
Phone # ( ) River Basin `lam j iI0o'd
,
AEC(s): OEA HHF iH URA _. WA
PWS K:
Ad. Wtr. oce., C11-Ck .
j Body. .. - (unkn)
011 j / no PNA yes / ® Crit. Hallyes / no
_
Closest Maj. Wtr. Body 1J054—f Ora _
Type of Project/ Activity 16 y,51~__ MAW- W- M-A&Wi
Pier (dock) length
PWorm(s)
Finger pler(s)
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore �a
lul than W� J
cubic yards / 0
Boat ramp
Boathouse/ Boatllh
Beach Bulldozing
Other
Shoreline Length 100
SAV: not sum yes I
Sandbags. not wre yea
Moratorium: Na yes
Phmm: yes
Walver Attached: yes
A building permit may be required by:
/, 4 / 7 er,,*
NNotes//SSpecial Conditions f G li q�.
I ,j 41 L :. Ll C�ri� l i� u., 4w.e1
� mpliancestat�ent on back ofpermit
's'
Appatatlon Fees) -.. -... - Chedt#
(5cale:N-1-f
See note on back regarding River
OCT g 1 20
rules.
Fr�-
a_t_ _ �7
dngjurbdkceon Rover File Name

kCAMA / , CDREDGE St FILL Np 47030
GENERAL PERMIT Previous permit#
New Modification Complete Reissue Partial Reissue Date previous permit issued
As a„thorized by the State of North Carolina, Departmettt of Environment and Natural Resources
and the Coastal Resourc ommission in an of environmental concern pursuant to I SA NCAC
Applicant Name GCV/ Mf project London: County
Address U vX.. ,v3 7 6 Street Address/ State
Road/ Lot #(s)
City -_- �- State/ t �/c ZIP ?-MY Y __. _ Z* 33
Phone # (_) Fax # ( ) Subdivision CWt PO I •tom
Authorized Agent__City CoVe - ;Are� ZIP; I / /
Affected
CW 40111111!
retaPTA
AEC(s):
Oil NNF
IM
PWs:
FC:
ORWR/
no PNA
no PNA
yes
yes
ljrpe of Project/ Activity
Pier(dock) length -..
Platform(s)
Finger pier(s)
Gran length
number ]
Ik -_ prap length I vV
an distance offshore 2
max distance offshore
ceZ
wyvc
cubic yards ;t,1 .�
Boat ramp
Boathouse/ Boadih /
1`/
Beach Bulldozing
Other -
Shoreline Length • O U
SAV: notsure yes
Sandbags: rot sure yes
Moratorium: Na yes
Photos: yes
Waiver Attached; yes
A building permit may be required by:
Note ^ s/Special Conditions LZ
cmnh fd all ro- A I
Es _ PTS Phone # ( ) River Basin V�r7 VFw
t
USA WA - -
Adj. Wtr. Body e,I `C'acC / Qv�man /unkn)
Crit. Nab. yes / no Closest Maj. Wtr. Bodyd'?�tc%da+ -..
`16 vrj1
Agent or Applicant Printed Na�4 / ZJ
Signature "Please rea 41LI,
e statement on back of permit e"
9-00 -- - 7
Application Feels) - porch/
See note on back regarding River Basin rules.
LoW Pl—.r,g)urndialon
piranon Date
_ S1 oho 1711
IWnrFIM Name

Permit Class
NEW Permit Number
STATE OF NORTH CAROLINA 42-01
Department of Environment and Natural Resources
and
Coastal Resources Commission
-Permit
for
JL Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Bluewater Investors & Others PO Box 4340 Emerald Isle, NC 28594
Authorizing development in Carteret County at Deer Creek. off Hwv 24 Cape Point S/D
CaM Carteret , as requested in the permittee's application dated 12/19/00. including
attached the workplan drawings (4) all dated 12/19/00.
This permit, issued on Auril6.2001 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth helnw
oe supiect to lines, imprisonment or civil action; or may cause the permit to be null and void.
- - _
Excavation
1) In order to protect juvenile shrimp and finfish populations, no excavation or filling will be permitted
between April 1 and September 30 of any year without the prior approval of the Division of Coastal
Management, in consultation with the U.S. Army Corps of Engineers.
2) Excavation will not exceed -4 feet below the normal low water level. In no case shall excavation
exceed the depth of connecting waters.
3) Excavation shall take place no closer than 10 feet from the waterward edge of the existing coastal
marsh.
4) No vegetated wetlands or marsh grass will be excavated or filled.
(See attached sheets for Additional Conditions)
..o , a,.wu u.nr w 'Fvmueu oy We P" mRee Or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2004
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
61gned by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
Donna .Moffitt, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
RECEIVED
OCT g 1 2019
SI�MaAd bflHe�iitE

Bluewater Investors & Others Permit #42-01
Page 2 of 3
ADDITIONAL. CONDITIONS
5) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized.
Spoil Disposal
6) The spoil disposal area must be inspected and approved by a representative of the Division of Coastal
Management prior to the commencement of any excavation activities.
7) All excavated materials will be confined above mean' high water and landward of regularly or irregularly
flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any
marsh or surrounding waters.
8) No spoil material is to be placed within 30 feet of the normal high water line.
9) No excavated or fill materials will be placed at any time in any vegetated wetlands or waters, and no
excavated or fill material will be placed in any location or in any manner so as to impair surface water
flow into or out of any wetland area.
10) The disposal area will be constructed a sufficient distance from the mean high water level or any marsh
to eliminate the possibility of erosion into surrounding wetlands or waters.
11) The disposal area and all disturbed areas will be properly graded and provided a ground cover sufficit,
to restrain erosion within 30 working days of project completion.
NOTE: The permittee is advised that the spoil disposal area for this project may produce a mosquito
breeding problem. For more information, contact the Public Health Pest Management Section at
[phone] and/or Carteret County Mosquito Control.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan may be required for this project. If required, this
plan must be filed at least thirty (30) days prior to the beginning of any land disturbing activity.
The permittee is urged to contact the Department of Environment and Natural Resources, Land
Quality Section, 127 Cardinal Drive Extension, Wilmington, NC 28405, to determine the need
for submittal of the plan.
12) In order to protect water quality, runoff from construction must not visibly increase the amount of
suspended sediments in adjacent waters.
13) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, sand fence, etc.).
14) The permitted activity will be conducted in such a manner as to prevent a significant increase is
turbidity outside of the area of construction or construction -related discharge. Increases such that th ,
turbidity in the waterbody is 25 NTU's or less in all saltwater classes are not considered significant.

Bluewater Investors & Others
ADDITIONAL CONDITIONS
Permit #42-01
Page 3 of 3
General
15) The permittee understands and agrees that, if future operations by the United States requires the i
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
16) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage or injury to the authorized structure or work
which may be caused from existing or future operations undertaken by the United States in the public
interest.
17) No attempt will be made by the permittee to prevent the free and full use by the public of all navigable
waters at or adjacent to the authorized work. Use of the permitted activity must not interfere with the
public's right to free navigation on all navigable waters of the United States.
18) The permittee shall comply with the attached list of U.S. Coast Guard Regulations
NOTE: The permittee is advised that any development or land disturbing activity that is considered non -
water dependent is not authorized within 30 feet of the normal high water level unless
specifically exempted by Coastal Resource Commission (CRC) regulations in place at the time
of such development.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3274 (DWQ Project No. 010178), which was issued on 3/22/01.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200100407.
RECEIVED
OCT 31 2019

COAST GUARD REGULATIONS APPLICABLE TO DREDGE OPERATIONS
Below is a list of regulations which are applicable to dredge operations in the COT? Wilmington
zone. This list is not all inclusive. We encourage dredge companies to schedule a meeting with
members of the USCG staff, in order to be provided amplifying information or answers to any
questions that may exist. We also strongly encourage all Uninspected Towing Vessels (UTV)
associated with each dredging operation to participate in the USCG's Voluntary Commercial
Dockside Examination program. Please contact LT Dave Brown of the USCG staff at (910) 815-
4895, extension 108, to coordinate a meeting or dockside exam.
I. Lights on dredge pipelines (33 CFR 88.15)
2. Lights on barges at a bank or dock (33 CFR 88.13)
Lights and Shapes (33 CFR 84.11-13)
4. Mooring Buoys (33 CFR 62.35)
5. Special Marks (33 CFR 62.31)
6. Uninspected Towing Vessel's (UTV) Licensing Requirements (46 CFR 15.910 & 15.815)
UI'V Drug Testing Requirements (33 CFR 4.06, & 4.03-2)
8. UTV Marine Radar Requirement (33 CFR 164.01(b) & 164.72)
9. UTV Certificate of Documentation (33 CFR 173.21)
10. UTV Marine Casualty Reporting Criteria (46 CFR 4.05-1)
11. Dredge or UTV Advance Notice of Transfers (33 CFR 156.118)

Pett.W Class ^^° NEW»-
Permit Number
42-01
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
Prrmit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS I I3A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Bluewater Investors & Others, PO Box 4340 Emerald Isle, NC 28594
Authorizing development in Carteret County at Deer Creek, off Hwv 24 Cape Point S/D
Cane Carteret , as requested in the permittee's application dated 12/19/00 including
attached the workolan drawings (4). all dated 12/19/00.
This permit, issued on April 6, 2001 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
W ,. J", •� ••-I.., '..v11 c...1 acuuu; or may cause me permit to be null and void.
Excavation
1) In order to protect juvenile shrimp and finfish populations, no excavation or filling will be permitted
between April 1 and September 30 of any year without the prior approval of the Division of Coastal
Management, in consultation with the U.S. Army Corps of Engineers.
2) Excavation will not exceed 4 feet below the normal low water level. In no case shall excavation
exceed the depth of connecting waters.
3) Excavation shall take place no closer than 10 feet from the waterward edge of the existing coastal
marsh.
4) No vegetated wetlands or marsh grass will be excavated or filled.
(See attached sheets for Additional Conditions)
..o F ... ...ny . Yt.v.c Vy U PCrrmnee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2004
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
Donna . Moffitt, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
RECEIVED
DCM-MHD CITY

Bluewater Investors S Others* Permit #42-01 «`
Page 2 of 3
ADDITIONAL. CONDITIONS
5) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized.
Spoil Disposal
6) The spoil disposal area must be inspected and approved by a representative of the Division of Coastal
Management prior to the commencement of any excavation activities.
7) All excavated materials will be confined above mean' high water and landward of regularly or irregularly
flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any
marsh or surrounding waters.
8) No spoil material is to be placed within 30 feet of the normal high water line.
9) No excavated or fill materials will be placed at any time in any vegetated wetlands or waters, and no
excavated or fill material will be placed in any location or in any manner so as to impair surface water
flow into or out of any wetland area.
10) The disposal area will be constructed a sufficient distance from the mean high water level or any marsh
to eliminate the possibility of erosion into surrounding wetlands or waters.
11) The disposal area and all disturbed areas will be properly graded and provided a ground cover suffic;
to restrain erosion within 30 working days of project completion.
NOTE: The perrnittee is advised that the spoil disposal area for this project may produce a mosquito
breeding problem. For more information, contact the Public Health Pest Management Section at
[phone] and/or Carteret County Mosquito Control.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan may be required for this project. If required, this
plan must be filed at least thirty (30) days prior to the beginning of any land disturbing activity.
The permittee is urged to contact the Department of Environment and Natural Resources, Land
Quality Section, 127 Cardinal Drive Extension, Wilmington, NC 28405, to determine the need
for submittal of the plan.
12) In order to protect water quality, runoff from construction must not visibly increase the amount of
suspended sediments in adjacent waters.
13) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, sand fence, etc.).
14) The permitted activity will be conducted in such a manner as to prevent a significant increase in
-
turbidity outside of the area of construction or construction -related discharge. Increases such that d
turbidity in the waterbody is 25 NTU's or less in all saltwater classes are not considered significant.

Bluewater Investors $ Others
ADDITIONAL CONDITIONS
General
Permit #42-01
Page 3 of 3
15) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will he required, upon
due notice from the Corps of Engineers, to remove relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
16) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage or injury to the authorized structure or work
which may be caused from existing or future operations undertaken by the United States in the public
interest.
17) No attempt will be made by the permittee to prevent the free and full use by the public of all navigable
waters at or adjacent to the authorized work. Use of the permitted activity must not interfere with the
public's right to free navigation on all navigable waters of the United States.
18) The permittee shall comply with the attached list of U.S. Coast Guard Regulations.
NOTE: The permittee is advised that any development or land disturbing activity that is considered non -
water dependent is not authorized within 30 feet of the normal high water level unless
specifically exempted by Coastal Resource Commission (CRC) regulations in place at the time
of such development.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination.
NOTE:
NOTE:
The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3274 (DWQ Project No. 010178), which was issued on 3/22101.
The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200100407.
RECEIVED
OCT 31 2019
DCM-MHD CITY

COAST GUARD REGULATIONS APPLICABLE TO DREDGE OPERATIONS
Below is a list of regulations which are applicable to dredge operations in the COTP Wilmington
zone. This list is not all inclusive. We encourage dredge companies to schedule a meeting with
members of the USCG staff, in order to be provided amplifying information or answers to any
questions that may exist. We also strongly encourage all Uninspected Towing Vessels (UTV)
associated with each dredging operation to participate in the USCG's Voluntary Commercial
Dockside' Examination program. Please contact LT Dave Brown of the USCG staff at (910) 815-
4895, extension 108, to coordinate a meeting or dockside exam.
Lights on dredge pipelines (33 CFR 88.15)
2. Lights on barges at a bank or dock (33 CFR 88.13)
3. Lights and Shapes (33 CFR 84.11-13)
4. Mooring Buoys (33 CFR 62.35)
5. Special Marks (33 CFR 62.31)
6. Uninspected Towing Vessel's (UTV) Licensing Requirements (46 CFR 15.910 & 15.815)
7. UTV Drug Testing Requirements (33 CFR 4.06 & 4.03-2)
8. UTV Marine Radar Requirement (33 CFR 164.01(b) & 164.72)
9. UTV Certificate of Documentation (33 CFR 173.21)
10. UTV Marine Casualty Reporting Criteria (46 CPR 4.05-1)
11. Dredge or UTV Advance Notice of Transfers (33 CFR 156.118)

��HEIyA
TECHNOLOGIES, INC.
March 13, 2019
Mr. Robert Neal
Moffatt & Nichol
272 N. Front Street, Suite 204
Wilmington, NC 28401
RE: Draft Geotechnical Vibracore Report
Carteret County Navigation Project
Old Ferry Channel and Deer Creek
Carteret County, North Carolina
Dear Mr. Neal,
Athena Technologies, Inc. is pleased to submit this Draft Geotechnical Vibracore Report for
the above referenced project. Should you have any questions or concerns regarding the attached
report, please don't hesitate to contact me via the information below.
Respectfully,
J. Adam Freeze
Vice President / Geologist
RECEIVED
OCT 31 2019
DCM-MHD CITY
1293 Graham Fann Road, PO Box 68
4*11111. McClellanville, South Carolina 29458
Ar"W y'Al Mobile: [phone], Office. [phone]
ECHNOLOaeS, INC. adam_freeze@athenatechnologies. com

E IyA
TECHNOLOGIES, INC.
DRAFT GEOTECHNICAL VIBRACORE REPORT
CARTERET COUNTY NAVIGATION PROJECT
OLD FERRY CHANNEL AND DEER CREEK
CARTERET COUNTY, NORTH CAROLINA
MARCH 2O19
TABLE OF CONTENTS
Section 1: Introduction
Section 2: Methodology
Section 3: Discussion
Section 4: References
FIGURES
Figure 1: Vibracore Study Area
Figure 2: Vibracore Location Map - Deer Creek
Figure 3: Vibracore Location Map - Old Ferry Channel
TABLES
Table 1: Horizontal and Vertical Data Conversion Summary
Table 2: Geotechnical Vibracore Summary
Table 3: Laboratory Data Summary
APPENDICES
Appendix A: Core Photographs and Logs
Appendix B: Laboratory Analytical Reports
��'HEIVA
1ECH NO LOGIk$, INC.
RECEIVED
OCT 31 2019
DCM-MHD CITY
1293 Graham Fame Road, PO Box 68
McClellanville, South Carolina 29458
[phone]
�. athenatechnol og ies.com

Section 1: Introduction
Athena Technologies, Inc. (Athena) was contracted by Moffatt and Nichol (M&N)
in January 2019 to conduct geotechnical vibracore sampling in support of the following
project: Carteret County Navigation Project, Sediment Collection & Testing, Deer Creek
and Old Ferry Channel. The scope of requested services consisted of the following:
1) Collection of 9 vibracore samples to a minimum depth of -8 feet relative to
Mean Low Water (MLW) from Deer Creek
2) Collection of 13 vibracore samples to a minimum depth of -10 feet MLW
from the Old Ferry Channel.
3) Geological logging, core photography, sub -sampling, contracting laboratory
analyses, and geotechnical reporting.
A site location map of the various study areas has been included as Figure 1.
Sample collection methodology and findings of the geotechnical investigation are
presented below.
Section 2: Methodology
Athena utilized the 35-foot research vessel, Artemis, as the sampling platform for
this project. Artemis was equipped with all required United States Coast Guard (USCG)
safety gear and was operated by a USCG -certified 100 Ton Master Captain with over 20
years of vessel operation experience. A Trimble Differential Global Positioning System
(capable of sub -meter accuracy) interfaced with HYPACK was utilized for primary
navigation. Horizontal coordinates were recorded in North American Datum of 1983 State
Plane Coordinate System, North Carolina (Zone 3200), U.S. Survey Feet. Real-time tide
elevation data were obtained using a Champion TKO Global Navigation Satellite System
receiver interfaced with the North Carolina Continuously Operating Reference Station
Network, which served as the base station.
During field operations, the research vessel was immobilized over the desired
sample sites using spuds. Once on station, the coordinates at the vessel location were
compared with the coordinates for the desired sample location to ensure accurate vessel
positioning. Upon satisfactory positioning, a water depth was collected via lead line.
Horizontal coordinates were recorded at each station and tide elevation data were also
recorded in the field and were referenced to North American Vertical Datum of 1988. The
real-time elevation data were converted to Mean Low Water (MLW) using the National
Oceanic and Atmospheric Administration's VDatum software (Version 3.6.1). The tide
elevation was then utilized to determine the sediment surface elevation at each sample
location. A data conversion summary table has been included as Table 1. Vibracore
location maps have been included as Figure 2 and Figure 3, for the Deer Creek and Old
Ferry Channel study areas, respectively.
RECEIVED 1293 Graham Farm Road, PO Box 68
4116110. McClellanville, South Carolina 29458
Ar"g"A [phone]
TECHNQLQ�ILS.INC. OCT 31 2019 v .athenatechnologies.com
DCM-MHD CITY

12
A custom -designed and fabricated vibracore system was utilized to collect the
geotechnical vibracores. The system consists of a generator with a mechanical vibrator
attached via cable to a 3-inch diameter, galvanized sample barrel. The sample barrel
was lowered until the bottom of the barrel was directly above the sediment surface. The
vibracore machine was turned on and the sample barrel was allowed to penetrate until
the bottom of the sample barrel reached the designated project depth, or until the sample
barrel encountered refusal. Vibracore penetration was monitored from the deck using
marked drill stems. Once the sample barrel reached the desired depth, the machine was
turned off and the sample barrel was retrieved using an electric winch. The recovered
core length was measured following core retrieval, and percent recovery was verified.
The cores were then capped, labeled, and cut into 5-foot sections. A geotechnical
vibracore summary has been included as Table 2.
The completed cores were opened longitudinally at Athena's core processing
facility in McClellanville, South Carolina. The cores were photographed after opening and
were logged by Athena's geologist in accordance with protocol outlined in ASTM D2487
and ASTM D2488.1 Draft core logs and photo -mosaic images of the cores were provided
to M&N for sub -sample interval determination. Upon receipt of sub -sample intervals from
M&N, Athena extracted and shipped the sub -samples to Terracon Consultants, Inc.
(Terracon) in Jacksonville, Florida. Terracon is a USACE-certified geotechnical
laboratory. Sub -samples were collected from targeted sediment intervals in each core at
a frequency of 1 to 6 per core. The sub -samples were analyzed in accordance with ASTM
D6913 using the following sieve sizes: 3/4", 5/8", 7/16", 5/16", No. 3.5, No. 4, No. 5, No
7, No. 10, No.14, No. 18, No. 25, No. 35, No. 45, No. 60, No. 80, No. 120, No. 170, No.
200, and No. 230. The laboratory also conducted visual percent shell determination for
each sub -sample using the Terry and Chilingar method (1955), and all sub -samples were
classified by the laboratory in accordance with protocol outlined in ASTM D2487. A
laboratory data summary is presented in Table 3. Core photographs and logs have been
included as Appendix A and laboratory analytical reports have been included as
Appendix B.
Sediment within core DC-06 was comprised of water -saturated sand, silt, and clay. The aqueous sediment drained
from the sample barrel while opening and was retained in a bucket. A photograph of the retained sediment has been
included in Appendix A in lieu of a core photograph. Similarly, the retained sediment from DC-06 was homogenized
and a composite sub -sample was extracted for laboratory analysis.
1293 Graham Farm Road, PO Box 68
McClellanville, South Carolina 29458
,46FH EWyA [phone]
ieo+NOLOOieS, INC. www.athenatechnologies.com

13
Section 3: Discussion
The Deer Creek and Old Ferry Channel study area is located near the western
terminus of Bogue Sound in Carteret County, North Carolina. More specifically, the study
area is approximately 1 mile northeast of the B. Cameron Langston Bridge (North
Carolina Highway 58) and approximately 4 miles northeast of Bogue Inlet. The Old Ferry
Channel was constructed between 1959 and 1961 to provide ferry service between Cape
Carteret and Emerald Isle. Ferry services began in 1961 and continued until the B.
Cameron Langston Bridge to Emerald Isle was opened in 1971 (Wagoner 2017).
Currently, the navigation channel primarily serves local boaters in Cape Carteret. Deer
Creek is comprised of a series of small, tidal channels which are connected to Bogue
Sound and Bogue Inlet via the Intracoastal Waterway and the Old Ferry Channel.
A review of historical (1993) and recent (2017) satellite imagery indicates that
certain subaqueous tidal flats in the vicinity of the study area have migrated over 500 feet
from west to east. Furthermore, the geomorphology of the tidal channels, subaqueous
tidal flats, and surface bedding features near the study area indicates that bedload
sediments are being transported by tidal processes from west to east. Due to the
hydraulic connection and proximity to Bogue Inlet, it is apparent that bedload sediment
transport near the study area is dominated by flood tidal processes. Although general
sediment transport direction near the study area is west to east, sediment deposition in
the more sheltered areas within Deer Creek and the Old Ferry Channel is likely dominated
by the flocculation and settling of fine-grained sediments from the water column.
General characteristics identified in the vibracore samples, according to study
area, are presented below:
• Deer Creek: A surficial, fine-grained (i.e., silt or clay -sized) interval was
encountered at the sediment surface in cores DC-01 through DC-06. The fine-
grained interval extended to depths ranging from -5.6' MLW (DC-03) to -8.2' MLW
(DC-05) and was largely comprised of inorganic clay, although an organic silt layer
was often encountered at the base of the interval. Sediment underlying the fine-
grained deposit was largely comprised of poorly graded, fine to medium -grained
sand with minimal fine-grained sediments and varying percentages of shell and
carbonate content. A surficial sand layer was observed in cores DC-07 through
DC-09, which were collected from the 3 most proximal sample locations in Deer
Creek to the Intracoastal Waterway. Cores DC-07 through DC-09 terminated in a
bioturbated, iron -oxidized sand layer, which was encountered at depths ranging
from -7.8' MLW (DC-08) to -8.5' MLW (DC-09).
RECEIVED 1293 Craharn Fann Road, PO Box 68
McClellanville, South Carolina 29458
A- AA [phone]
r ECHNOEocIE . NC _ OCT i 1 2019 v .athenatechnologies.com
DCM-MHD CITY

14
• Old Ferry Channel: The vibracores collected from the Old Ferry Channel study
area were largely characterized by a dominance of fine-grained sediments. More
specifically, a surficial fine-grained layer, ranging in thickness from 1.2' (OFC-13)
to approximately 6' (OFC-08), was observed in a majority of the vibracores, except
for cores OFC-03, OFC-05, and OFC-07. Furthermore, each of the cores collected
from the study area terminated in either a bioturbated, poorly graded sand with
clay, clayey sand, or fat clay layer, except for cores OFC-01 and OFC-08. Core
OFC-13 terminated in an iron -oxidized, interbedded poorly graded sand and fat
clay interval, which was encountered at a depth of approximately -9' MLW.
The average mean grain size diameter among all 44 sub -samples collected from
Deer Creek and Old Ferry Channel vibracores was 0.23 millimeters. The average fine-
grained fraction (i.e., percentage of material passing the #230 sieve) was 22.6 percent
and the average visual shell estimate for all sub -samples was 7 percent.
It should be noted that, while logging the cores, Athena's geologist interpreted the
fine-grained fraction in each core to be predominantly comprised of clay -sized sediments,
using visual and manual procedures outlined in ASTM D 2488. In contrast, the laboratory
assigned a default designation of "silt" for all material passing the #200 sieve, because
hydrometer analysis was not conducted and the distribution of silt- and clay -sized
particles is unknown using the current data set. Lacking sufficient laboratory data to
differentiate between silt- and clay -sized particles, the USCS classification assigned by
Athena's geologist took precedence, when a discrepancy was noted between the
laboratory USCS designation and the core description.
1293 Graham Farm Road, PO Box 68
McClellanville, South Carolina 29458
ATHEIyA [phone]
eCHNOLQ�IES, iNc. w .athenatechnologies.com

' i j o 15
Section 4: References
ASTM D 2487-11, Standard Practice for Classification of Soils for Engineering Purposes
(Unified Soil Classification System), ASTM International, West Conshohocken,
PA. 2011.
ASTM D 2488-00, Standard Practice for Description and Identification of Soils (Visual -
Manual Procedure), ASTM International, West Conshohocken, PA. 2000.
ASTM D 6913-04, Standard Test Methods for Particle -Size Distribution (Gradation) of
Soils Using Sieve Analysis, ASTM International, West Conshohocken, PA. 2004.
Terry, R. D. and Chilingar, C. V., Summary of "Concerning some additional aids in
studying sedimentary formations" by M. S. Shvetsov. Journal of Sedimentary
Petrology, v. 25, pp. 214-229. 1955.
Wagoner, Mike, State Once Provided Ferry Service To Emerald Isle, NCCOAST,
Morehead City, NC. 2017. Accessed 12 March 2019:
https://nccoast. com/publications/island-review/state-once-provided-ferry-service-
to-emerald-isle/article 79c3b2f4-4f8d-11e7-9324-e795ba3d9ae5.html.
RECEIVED
OCT 31 2019
DCM-MHD CITY
1293 Graham Farm Road, PO Box 68
McClellanville, South Carolina 29458
[phone]
recHNQLQ�its NC w .athenatechnologies.com

FIGURES
RECEIVED
OCT 31 2019
DCM-MHD CITY
1293 Graham Fam Road, PO Box 68
McClellanville, South Carolina 29458
HE [phone]
N io ie . w v .athenatechnologies.com

RECEIVED
OCT 31 2019
FIGURE 1: VIBRACORE STUDY AREA `'�Hc cir
DEER CREEK AND OLD FERRY CHANNEL
CARTERET COUNTY NAVIGATION PROJECT, NORTH CAROLINA
f
TECHNOLOGIES, INC.
w athenatechnologies.com
JANUARY
2019
0 a 8
Mil'
❑VIBRACORE
STUDY AREA
IMAGE SOURCE:
SENTINEL 2
ESA
Athena Technologies, Inc.
PO Box 68
McClellanville, SC 29458
843-887-3800

FIGURE 2: VIBRACORE LOCATION MAP
DEER CREEK �"(rHEIyA
CARTERET COUNTY NAVIGATION PROJECT, NC ,,tn TECHNOLOGIES, l;sc m
�
Ah.
JANUARY
2019
VIBRACORE
COORDINATES
STATION EAST NORTH
10
DC-01 2585594.26 348345.E
DC-02 2584748.87 346801.1
DC03 258410022 347500.E
DC-04 258428175 34S/7a]
DC-05 2563166.38 348081.E
OC418 255371933 348370.E
DC-07 2584465,07 3461574
DC4)0 2584810.34 345224E
DC49 258480242 1 344326!
HORIZOTAL DATUM:
NC STATE PLANE
t ZONE 3200
NAD83
US SURVEY FEET
RECEIVED
OCT 31 2019
DCM-MHD
!Evmiiw DC-07 • VIBRACORE
,K LOCATION
r-
I Feet
'P
E
D1. S
IMAGE SOURCE:
GoogleEarth
Athena Technologies, Inc.
PO Box 68
McClellanville, SC 29458
843-887-3800

TABLES
RECEIVED
OCT 31 Z019
DCM-MHD CITY
1293 Graham Farm Road, PO Box 88
McClellanville, South Carolina 29458
HE [phone]
TECH —NiOGies. NC. w .athenatechnologies.com

Table 1 - Horizontal and Vertical Data Conversion Summary
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
Data Conversion Input Parameters I'1
Data Conversion Output Parameters
Boring ID
State Plane Coordinates RI
East (x) North (y)
Elevation nl
(NAVD 88)
Geographic Coordinates
Latitude Longitude
Elevation
(MLW)
DC-01
346,342.89
2,585,593.25
0.39
34.6858414
-77.0519094
1.47
DC-02
346,803,94
2,584,753.63
0.61
34.6871533
-77.0546708
1.69
DC-03
347,495.68
2,584,096.69
0.77
34.6890890
-77.0568107
1.85
DC-04
348,473.34
2,584,279.61
0.98
34.6917650
-77,0561386
2,06
DC-05
348,082.46
2,583,168.20
1.02
34.6907509
-77.0598607
2.90141
DC-06
346,368.85
2,583,721.36
1.03
34.6860135
-77.0581323
2.11
DC-07
346,159.79
2,584,462.17
1.14
34.6853993
-77.0556822
2.22
DC-08
345,225.22
2,584,80742
1.09
34.6828132
-77.0545948
2.16
DC-09
344,328.17
2,584,601.26
0.98
34.6803599
-77.0553389
2.05
OFC-01
340,672.76
2,587,670A6
0,04
34.6701519
-77.0453713
1,13
OFC-02
341,137.43
2,587,430.35
0.15
34.6714415
-77.0461393
1.24
OFC-03
341,675.20
2,587,478.19
0.06
34.6729163
-7Z0459450
1.15
6FC-04
342,105.38
2,587,198.53
0.15
34.6741132
-77.0468469
1.24
OFC-05
342,893.72
2,587,110.19
-0A7
34.6762838
-77,0470890
0.92
OFC-06
343,004.08
2,586,816.45
0.27
34.6766028
-77.0480586
1.36
OFC-07
343,604,12
2.586,933,37
0.34
34.6782450
-77,0476306
1.42
OFC-08
344,024.79
2,586,590.44
0.52
34.6794192
-77.0487435
1.61
OFC-09
344,553.60
2,586,639.76
0.56
34.6808693
-77.0485449
1.65
OFC-10
344,988.45
2,586,349.41
0.72
34.6820796
-77.0494821
1.81
OFC-11
345,504.21
2,586,343.84
0.93
34.6834968
-77.0494669
2.02
OFC-12
345,940.64
2,586,090.29
0.92
34.6847095
-77.0502816
2.01
OFC-13
346,323.48
2,586,025.27
0.99
34-6857648
-77.0504729
2.07
l9 = Coordinate and elevation conversion conducted via the National Oceanic and Atmospheric Administration's (NOAA) Vertical Datum Transformation (VDalum) software, Verson 38.1.
1a = Horizontal coordinates were recorded in the field and are referenced to North American Datum of 1983, State Plane Coordinate System, North Carolina (Zone 32150), US Survey Feet.
131= Elevation data were recorded m me field using a Champion TKO Global Navigalion Satellite System unit interfaced with the Norm Carolina Continuously Operating Reference Station Network.
Notes
141= Data conversion not possible using VDatum, sample location exists outside of the software program's data calculation boundaries. Title elevation detemlined by applying a -1 DO' comection to the
elevation remroed in NAVD 88. The +1 08' correction factor was determined using the average calculated VDatum resufts for nearby sample locations.
NAVD a8 = North American Vertical Datum of 1988
MLW = Mean Low Water
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1293 Graham Farm Road, PO Box 68
McClellanville, South Carolina 29458
[phone]
www.athenatechnologies.com

Table 2 - Geotechnical Vibracore Summary
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
Boring ID
Collection
Date
Time
Coordinates
East North
M (Y)
Water
Depth (ft)
Tide
Elevation
(ft MLW)
Sediment
Surface
Elevation
(ft MLW)
Bottom
Elevation of
Recovered
Core
ft MLW
Penetration
(ft)
Recovery
(ft)
Notes
DC-01
1/222019
7:54
2585594.26
346348.83
4.4
1.5
-2.9
-12.0
10.0
9.1
DC-02
1/222019
8:21
2584748.87
346801.14
4.5
1.7
-2.8
-10.2
8.0
7.4
DC-03
1222019
8:45
2584100.22
347500.00
3.6
1.9
-1.7
-9.3
8.0
7.6
DC-04
1/22/2019
9:08
2584281.75
348478.77
7.1
2.1
-5.0
-9.4
5.0
4.3
DC-05
1222019
9:33
2583166.36
348081.84
5.2
2.9
-2.3
-10.6
9.0
8.3
DC-06
1/222019
9:55
2583719,33
346370.63
6.2
2.1
4.1
-10.6
8.0
6.5
Sediment within core was comprised or water-
saturated sin and Gay; me aqueous sediment
spilled out of sample barrel during opening;
remaining material retained in bucket
DC-07
1222019
10:27
2584465.07
346157.49
6.0
2.2
-3.8
-11.4
8.0
7.6
DC-08
1/22/2019
1046
2584810.34
345224,59
7.9
2.2
-5.7
-13.2
8.0
7.5
DC-09
122/2019
11:00
2584602.42
344326.53
5.6
2.1
-3.5
-12.0
10.0
8.5
OFC-01
1/222019
1423
2587674.44
340669.16
9.2
1.1
-8.1
-15.5
9.0
7.4
OFC-02
1222019
14:10
2587434.26
341134.72
4.6
1.2
3.4
-11.5
9.0
8.1
OFC-03
1/22/2019
1357
2587483.39
341673.80
3.5
1.1
-2.4
-15.0
14.0
12.6
OFC-04
1222019
13:42
2587202.95
342102.35
6.8
1.2
5.6
-14.3
10.0
8.7
OFC-05
1/222019
1442
2587115.71
342896.28
6.0
0.9
-5.1
-11.5
7.0
6.4
Station moved from onglnalloratsm which was
below proWd m.
OFC-06
1222019
13:19
2586816.85
343001.24
5.1
1.4
3.7
-10.4
8.0
6.7
OFC-07
1/22/2019
1 1307
2586935.51
343600.59
2.9
1.4
-1.5
-10.8
10.0
9.3
OFC-08
122/2019
12:52
2586593.28
344020.47
4.5
1 1.6
-2.9
-12.6
10.0
9.7
OFC-09
1/22/2019
1237
2586642.63
344548.94
10.8
1.7
-9.1
-17.6
10.0
8.5
OFC-10
1222019
12:12
2586352.86
344985.02
8.7
1.8
-6.9
-16.5
10.0
9.6
Marla 4 attempts; matenal washed W tludng
first 3 attempts: had to overlmetrete to retain
sediment citming 4th attempt
OFC-11
1/22/2019
11:57
2586347.47
345501.49
11.1
2.0
-9.1
-15.9
&0
6.8
OFC-12
MM019
11:43
2586091.80
345937.33
7.4
2.0
-5.4
-11.2
7.0
5.8
OFC-13
1/222019
1123
2586031.15
346325.86
7.2
2.1
-5.1
-13.4
10.0
8.3
In = feel
Notes
MLW =Mean Low Water
1293 Graham Farm Road, PO Boa 68
McClellanville, South Carolina 29458
ArM� [phone]
TECH! d P 1 www.athen ogies.com

Table 3 - Laboratory Data Summary
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
Boring ID
Sample
Number
Sample Interval
Laboratory
USCS
Classification
Percent
Gravel-
Sized
Fraction I11
Percent
Granule-
Sized
Fract ion p1
Percent
Sand -Sized
Fraction PI
Percent
Fine
Grained
Fraction (41
Visual
Percent
Shell I`I
Mean Grain
Size I`I
(mm)
Grain Size Diameter
Depth Interval
Dep
(tt bee)
Depth Interval
(ft MLW)
D 90
(mm)
D 85
(mm)
D 50
(mm)
D 15
(mm)
D 10
(mm)
DC-01
S-1
0.2 to 2.8
-3.1 to -5.7
SM
0.35
0.45
68.06
31.14
3
0.14
0.21
0.18
0.10
WA
NIA
DC-01
S-2
2.8 to 3.6
-5.7 to -6.5
SM
0,00
0.02
88.69
11.30
1
0.16
0.24
0.23
0.15
0.09
N/A
DC-02
S-1
0.0 to 2.0
-2.8 to 4.8
SM
1.53
0.80
52.70
44.97
6
0.17
0.26
0.20
0.08
NIA
NIA
DC-02
S-2
2.0 -3.4
4.8 to -6.2
SM
0.00
0.15
84.63
1 15.22
0
0.17
0.30
0.25
0.15
NIA
N/A
DC-03
St
0.0 to 3.9
-1.7 to -5.6
MH
0.00
0.18
19.28
80.54
0
0.17
0.13
0.09
NIA
WA
NIA
DC-03
S-2
3.9 to 5.8
-5.6 to -7.5
SP
0.01
0.24
95.84
3,92
0
0.19
0.34
0.30
0,17
0.12
0.10
DC-04
S1
0.0 to 2.1
5.0 to -7.1
MH
0.00
0.00
6.48
93.52
0
0.14
NIA
NIA
NIA
NIA
NIA
DC-05
S-1
0.0 to 0.6
-2.3 to -2.9
SM
0.50
2.51
62.76
34,23
6
0.23
0.67
0.36
0.13
N/A
N/A
DC-05
S-2
0.6 to 1.2
-2.9 to -3.5
SP-SM
0.38
1.32
89.88
8.41
3
0.19
0.43
0.29
0.15
0.09
0.08
DC-05
S-3
1.2 to 3.0
-3.5 to -5.3
SP-SM
0.25
0.26
92A8
7.00
2
0.13
0.18
0.17
0.13
0.08
0.07
DC-05
S4
3.0 to 3.9
-5.3 to -6.2
SM
0.00
0.19
57.41
42.40
8
0.17
0.29
0.21
0.09
WA
NIA
DC-06
S-1
-
-
SM
0.90
1.58
72.51
1 25.01
0
0.17
0.23
0,18
0.13
N/A
N/A
DC-07
S-1
0.0 to 3.2
-3.8 to -7.0
SP
0.00
0.01
96.92
3.07
2
0.15
0.22
0,20
0.15
0.11
0.10
DC-08
S-1
0.0 to 1.0
-5.7 to -6.7
SP
2,52
0.25
95.28
1.95
6
0.18
0,24
0.22
0.16
0.12
1 0.11
DC-09
S-1
0.0 to 0.5
3.5 to 4.0
SP
19.69
3.32
74.46
2.52
29
0.51
16.85
11.11
0.21
0.13
0.13
DC-09
S-2
0.5 to 1.6
4.0 to -5.1
SM
28.38
3.14
44.05
24A2
37
0.90
17.55
1 14.66
0.14
NIA
NIA
DC-09
S-3
1.6 to 2.7
-5.1 to -6.2
SM
2.50
0.37
75.86
21.27
4
0.14
0.17
0.16
0.10
NIA
NIA
OFC-01
S-1
0.0 to 2.4
-8.1 to -10,5
MH
0.00
0.00
30.49
69.51
0
0.12
0.15
0.12
NIA
N/A
NIA
OFC-02
S-1
0.0 to 2.2
-3.4 to -5.6
SM
0.72
0.63
74.27
24.38
4
0.17
0.24
0.22
0.15
WA
NIA
OFC-02
S-2
2.2 to 4.4
-5.6 to -7.8
SP
0.00
0.00
98.74
1 1.26
0
0.18
0.24
0.23
0.17
0.14
0.13
OFC-02
S-3
4.4 to 5.0
-7.8 to -8.4
SP
18.62
7.94
71.74
1.70
38
0.65
10.32
6.73
0.28
0.16
0.14
OFC-03
S-1
0.0 to 3.2
-2.4 to -5.6
SP
0.00
1 0.01
96.97
3.02
5
0.13
US
0.17
0.14
0.10
0.09
OFC-03
S-2
3.2 to 4.9
-5.6 to -7.3
SM
0.00
0.07
87.89
12.04
4
0.12
0.17
0.16
0.11
0.08
NIA
OFC-03
S-3
4.9 to 7.5
-7.3 to -9.9
SM
5.08
0.39
75.46
19.07
11
1 0.22
0.30
0.24
0.16
NIA
NIA
OFC-04
S-1
0.0 to 8.1
-5.6 to -13.7
SM
0.13
0.31
78.95
20.61
6
0.15
0.22
0.19
0.12
WA
NIA
OFC-05
S-1
0.0 to 3A
-5.1 to -8.5
SP
0.22
0.01
96.00
3.77
7
0.13
0,17
0,17
0.13
0.09
0.09
OFC-06
S-1
0.0 to 1.6
-3.7 to -5.3
SM
0.37
0.91
75.12
23.60
7
0.16
0.23
0.21
0.14
NIA
NIA
OFC-06
S-2
1.6 to 3.0
-5.3 to 5.7
SP
0.00
0.13
96.64
3.23
7
0,16
0.23
0.22
0.16
0.13
0.12
OFC-06
S-3
3.0 to 6.2
-6.7 to -9.9
SM
4.99
1.47 1
67.34
1 26.20
10
0.19
10.33
0.18
ill
NIA
NIA
HEBVA
TE HNOL GIES,INC.
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Page 1 of 2
1293 Graham Fann Road, PO Box 68
MCClellanvllle, South Carolina 29458
[phone]
w .athenatechnologies.wrn

Table 3 - Laboratory Data Summary
Deer Creek and Old Ferry Channel
Carteret County Navigation Project, North Carolina
Boring ID
Sample
Number
Sample Interval
Laboratory
USCS
classification
Percent
Gravel-
Sized
Fraction nl
Percent
Granule-
Sized
Fraction nt
Percent
SantlSized
Fraction 131
Percent
Fine
Grained
Fraction 141
Visual
Percent
Shell In
Mean Grain
Size al
(mm)
Grain Size Diameter
Depth Interval
(ft bss)
Depth Interval
(ft MLW)
D 90
(mm)
D 85
(mm)
D 50
(mm)
D 15
(mm)
D 10
(mm)
OFC-07
S-1
0.0 to 3.0
-1.5 to 4.5
SP
2.05
0.25
96.28
1.41
8
0.17
0.23
0.21
0.15
0.12
0.10
OFC-07
S-2
3.0 to 4.8
A.5 to -6.3
SPSM
0.00
0.12
93.95
5.93
5
0.14
0.18
0.17
0.14
0.10
0.09
OFC-07
S-3
4.8 to 5.3
-6.3 to -6.8
SM
0.00
0.12
82.90
16.98
3
0.13
0.18
0.17
0.12
NIA
NIA
OFC-07
S-4
5.3 to 6.3
-6.8 to -7.8
SPSM
0.00
0.04
93.55
6AO
8
0.14
0.16
0.17
0.14
0.10
0.08
OFC-07
S-5
6.3 to 6.5
-7.8 to -8.0
MH
1 0.00
0.00
1 3L55
68.45
1 2
0,13
1 0.15
0.13
NIA
NIA
NIA
OFC-07
S-6
6.5 to 7.4
-8.0 to -8.9
SPSM
2.38
0.92
87.68
9.03
11
0.16
0.22
OA8
0.13
0.08ENIA
OFC-08
S-1
0.1 to 1.2
-2.9 to A.1
SM
0.50
0.33
83,32
15.85
5
0.13
0.17
0A 7
0.12
NIAOFG-08
S-2
1.2 to 2.7
-4.1 to -5.6
SM
39.30
3.14
37.90
19.66
47
1.57
WA
NIA
0.17
NIAOFC-08
S-3
2.7 to 5.3
-5.6 to -8.2
SM
19.15
2.58
42.82
35.45
25
0,65
NIA
14,90
0.11
NIAOFC-10
SA
0.0 to 1.4
-6.9 to -8.3
MH
0.00
0.03
29.23
70.75
1
0.10
0.12
0.10
WA
NIAOFC-12
S-1
0.0 to 2.5
-5.4 to -7.9
SM
0.12
0.58
58.48
40.83
4
0.14
0.18
0.16
0.09
NIAOFC-12
S-2
2.5 to 5.8
-T9 to -11.2
SPSM
0.00
0.01
93.31
6.69
0
0.11
0.17
0.16
0.11
0.08OFC-13
S-1
0.0 to 1.2
-5.1 to -6.3
SM
0.00
0.06
77.28
22.66
2
014
0,19
0.17
0,12
NIA
OFC-13
S2
1.2 to 2.4
-6.3 to -7.5
SPSM
0.00
0.09
92.24
7.68
2
0.15
0.24
0.22
0.15
0.09
0.08
OFC-13
S-3
2.4 to 4.2
-7.5 to -9.3
SP-SM
0.00
0.39
93.61
6.00
0
0.13
0.18
0.17
0.11
0.08
0.08
ft bss = feel below sediment surface
it MLW = feet relative to Mean Low Water
USCS = Unified Soil Classification System
[1) = Defined as the sample fraction which is greater Man or equal to 4,76 millimeters (i.e., retained on sieve saes greater than or equal to the Number 4 sieve).
[2] = Defined as the sample fraction which is greater than or equal to 2 millimeters and lass than 4 76 millimeters (i.e., retained on sieve sizes between the Number 5 and Number 10 sieves).
Notes
[3] = Defined as the sample fraction which is greater than or equal to 0,0625 millimeters and less than 2 millimeters (i.e., retained on sieve sizes between the Number 12 and Number 230 sieves).
[4] = Defined as the sample fraction which is less than 0.0625 millimeters (i.e., passes the Number 230 sieve).
[51= Visual percent shell determined using the Terry and Chilingar method (1955).
[61= Mean grain size was calculated in gINT using the Moment Method (Folk 1974) and applies to the portion or sample which did not pass the #230 sieve.
mm = millimeters
NIA = Value not available because sample volume at the specified diameter could not be determined using the chosen sieve set.
1293 Graham Farm Road, PO Box fib
McClellanville, South Carolina 29458
�ycu w6. (843) 88
TECH! 'DIES. INC. P 2 www.athen ogi".Wm
es.com

APPENDIX A
Core Photographs and Logs
RECEIVED
OCT 31 2019
DCM-MHD CITY
1293 Graham Farm Road, PO Box 68
McClellanville, South Carolina 29458
HE [phone]
TECHN � i , w w .athenatechnologies.com

1
F
3
N
PJ
5
0
7
9
RECEIVED
OCT 31 2019
10 DCM-MHD CITY
DC-01
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -2.9
Bottom Ill (ft Ill -12.0
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
A�HEIyA
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]

Boring Designation DC-01
DRILLING LOG
CLIENT
PROJECT OWN ER
SHEET 1
Moffatt 88 Nichol
Carteret Coun , North Carolina
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Deer Creek and Old Ferry Channel
10. COORDINATE SYSTEMIDATUM :HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane I NAD 1983 MLW
2. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
DC-01 X = 2,585,594 Y = 346,349
Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO
DISTURBED UNDISTURBED (UD)
Athena Technologies, Inc.
u. TOTAL SAMPLES 2
4. NAM! OF DRILLER
13. TOTAL NUMBER CORE BOXES
P. McClellan
14. WATER DEPTH 4.4 Ft.
S. DIRECTION OF BORING i DEG. FROM , BEARING
:STARTED COMPLETED
® VERTICAL ' VERTICAL
0 INCLINED
16. DATE BORING I 01-22-19 07:54 i 01-22-19
S. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -2.9 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 9.1 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
S. TOTAL DEPTH OF BORING 10.0 Ft,
A. Freeze
ER4V.
SWE
D
W
CLASSIFICATION OF MATERIALS
/
K-
of
X0
REMARKS
lR)
IR)
GO
Depths and elevations based on measured values
REC.
-2.9
0.0
BM
-
oo ygra a ND with cay; mosty Ine
quartz sand, few inorganic clay in matrix and
burrows, trace fine to medium sand -sized
Sample #S-1, Depth = 0.2' - 2.8'
shells in matrix, loose, dark olive gray
Mean (mm): 0.14, Phi Sorting: 0.89
5Y-312 SP-SC .
Shell: 3%, Fines (#200) - 35.96 ISM)
Clayey AN ;mostly fine to medium quartz
ra
sand, some inorganic day in matrix, trace
fine sand to coarse gravel -sized shells in
matrix, loose, bioturbated, very dark greenish
Sample #S-2, Depth = 2.8'- 3.6'
-5.7
2.8
ra 5GY-311 (SC).
Mean (mm): 0.16, Phi Sorting: 0.55
Shell: 1 %, Fines (#200) - 12.35 (SM)
Poorly graded ND with silt, mostly fine
N
-6.5
3.6
quartz sand, little organic silt in matrix and
burrows, few inorganic day in matrix,
rn
burrows, and layers, loose, bioturbated,
black 10YR-211 ISM).
Poorly graded SAND; mostly fine quartz
sand, trace inorganic day in matrix, burrows,
and laminations, trace organic silt in burrows,
loose, subangular, color grades to light
grayish olive (10Y 6l2) from, olive gray
(5Y-512), (SP).
-12.0
91
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
20
10
15

n
1
oq
3
2
5
6i
7
E
P1
10
DC-02
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -2.8
Bottom Elev. (ft MLW): -10.2
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
4&
ANT H E IyA
TECHNOLOGIES, INC.
RECEIVED Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
OCT 31 2019 ww*athenatechnologies.com
[phone]
DCM-MHD CITE'

Borinq Designation DC-02
DRILLING LOG
CLIENT
PROJECT OWNER
1 SHEET 1
Moffatt & Nichol
Carteret County, North Carolina
of 1 SHEETS
1. PROJECT
8. SIZE AND TYPE OF BIT 3.0 In.
Deer Creek and Old Ferry Channel
10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane NAD 1983 MLW
2. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURERS DESIGNATION OF DRILL Q AUTO HAMMER
DC-02 X = 2,584,749 Y = 346,801
Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (Up)
Athena Technologies, Inc.
12. TOTAL SAMPLES
2
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
P. McClellan
14. WATER DEPTH 4.5 Ft,
S. DIRECTION OF BORING DEG. FROM BEARING
'STARTED COMPLETED
® VERTICAL VERTICAL
l7 INCLINED
15. DATE BORING
: 01-22-19 0821 I 01-22-19
6. THICKNESS OF OVERBURDEN O.O FL
16. ELEVATION TOP OF BORING -2.8 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 FL
17. TOTAL RECOVERY FOR BORING 7.4 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
S. TOTAL DEPTH OF BORING 8.0 Ft.
A. Freeze
E
(R)
IN)
SCALE
(k)
CLASSIFICATION OF MATERIALS
Depths and elevations sasatl on measured values
%
REC.
G<
REMARKS
-2.8
0.0
R'O
i
Clayey SAND; mostly fine quartz sand, some
Sample #S-1, Depth = 0.0' - 2.0'
inorganic clay in matrix, trace organic silt in
Mean (mm): 0.17, Phi Sorting: 1.38
matrix (primarily between 1.8-2.0'), trace fine
Shell. 6%, Fines (#200) - 48.86 (SM)
sand to coarse gravel -sized shells in matrix,
rn
loose, very dark greenish gray (5GY-3/1),
-4.8
2.0
(SC)
Sample #S-2, Depth = 2.0' - 3.4'
Mean (mm): 0.17, Phi Sorting: 0.66
Silty SAND, mostly fine quartz sand, little
organic silt in matrix, few organic and
Shell: 0%, Fines (#200) - 16,21 (SM)
inorganic clay in matrix, loose, bioturbated,
W
-6.2
3.4
black (10YR-2/1), (SM).
Poorly graded SAND with silt; mostly fine
quartz sand, few organic silt in matrix, trace
medium to coarse quartz sand in matrix,
loose, bioturbated, very dark brown
-7.7
4.9
10YR-2/2 SP-SM).
Poorly graded SAND, mostly fine quartz
sand, trace inorganic and organic silty in
matrix and laminations, trace medium to
coarse quartz sand in matrix and in
lamination between 6.1-6.2', loose,
subangular, olive brown (2.5Y-4/3), (SP).
-10.2
7.4
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
a.."",
IC
15

U
1
E
3
5
5
lei
7
'00
N
10
DC-03
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -1.7
Bottom Elev. (ft MLW): -9.3
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
�-H E IyA
TECHNOLOGIES, INC.
RECEIVED
OCT 31 Z019
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
DCM-MHD CITY

Boring Designation DC-03
DRILLING LOG
'""
PROJECT OWNER
5N!!T +
Moffatt 8 Nichol
Carteret County, North Carolina
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Deer Creek and Old Ferry Channel
10. COORDINATE SYSTEMIDATUM HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane NAD 1983 MLW
Z. BORING DESIGNATION LOCATION COORDINATES
1+. MANUFACTURERS DESIGNATION OF DRILL E3AUTO HAMMER
DC-03 X = 2,584,100 Y = 347,500
E3 MANUAL HAMMER
S. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
1 2
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
h. McClellan
14. WATER DEPTH 3.6 Ft.
S. DIRECTION OF BORING I DIED. FROM , BEARING
STARTED COMPLETED
Q VERTICAL VERTICAL '
Q INCLINED
15. DATE BORING 1 01-22-19 08:45 i 01-22-19
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -1.7 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 7.6 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
S. TOTAL DEPTH OF BORING 8.0 FL
A. Freeze
ELEV.
SCALE
D
w
CLASSIFICATION OF MATERIALS
CW
OJ A
REMARKS
(R)
(N)
W
Depthe and elevations based an measured values
REC.
CG
-1.7
0.0
BH
Fat CLAY; mostly inorganic day, little organic
Sample #S-1, Depth = 0.0'- 3.9'
day and silt in matrix (primarily between
Mean (mm): 0.17, Phi Sorting: 1.22
2.6-3.9'), little fine quartz sand in matrix,
Shell: 0%, Fines (#200) - 82.53 (MH)
trace fine sand to fine gravel -sized shells in
Ji
matrix at 1.7-1.8', medium plasticity, soft,
black (5Y-2.5/1), (CH).
-5.6
3.9
Sample #S-2, Depth = 3.9' - 5.8'
Poorly graded SAND; mostly fine quartz
sand, trace organic silt in matrix, burrows,
Mean (mm): 0.19, Phi Sorting: 0.69
laminations, and layers, trace fine
Shell: 0%, Fines (#200) - 4.31 (SP)
gravel -sized wood fragments in laminations,
In
loose, subangular, color altemates between
-7.5
5.8
gray (2.5Y 6/1) and, black (10YR-2/1), (SP).
Poorly graded ND; mostly ne to medium
quartz sand, trace organic silt in burrows,
-8.3
6.6
laminations, and in layer at 5.8-5.9', trace
coarse sand to fine gravel -sized quartz and
phosphate in layers, loose, subangular, light
-8 8
7 1
-9.3
7.6
brownish ra 10YR-612 (SP)..
layey AND; mostly tine to medium quartz
sand, little inorganic day in matrix, burrows,
and layers, trace coarse quartz and
phosphate sand in laminations and matrix,
loose dark orav 5Y-4/1 (SC).
Poorly graded AND; mostly fine quartz
sand, trace inorganic day in burrows,
laminations, and as rip -up at 7.2-7.3', loose,
suban ulargray 5Y-6/1 (SP).
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
-10
-15

�L
1
2
3
2
RECEIVED
OCT 31 2019
5 DCM-MHD CITY
DC-04
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -5.0
Bottom Elev. (ft MLW): -9.4
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
E IyA
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]

Boring Designation DC-04
DRILLING LOG
CLIENT
PROJECT OWNER
SHEET 1
Moffatt 8 Nichol
Carteret County, North Carolina
of 1 SHEETS
I. PROJECT
S. SIZE AND TYPE Of BIT 3.0 In
Deer Creek and Old Ferry Channel
10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane NAD 1983 MLW
2. BORING DESIGNATION LOCATION COORDINATES
It. MANUFACTURERS DESIGNATION OF DRILL 0 AUTO HAMMER
DC-04 X = 2,584,282 Y = 348,479
E3 MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
1
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
P. McClellan
14. WATER DEPTH 7.1 Ft.
5. DIRECTION OF BORING DEG. FROM BEARING
STARTED COMPLETED
® VERTICAL VERTICAL
(] INCLINED
13. DATE BORING
01-22-19 09:08 01-22-19
B. THICKNESS OF OVERBURDEN 0.0 Ft
16. ELEVATION TOP OF BORING -5.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 4.3 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 5.0 Ft
A. Freeze
D
K�
Da
ELEV.
SCALE
u2i
CLASSIFICATION OF MATERIALS
%
REMARKS
(R)
IN)
W
Deplha and elevations hewed on mueuretl wluae
REC.
CG
-5.0
0.0
Ri4
Sample #S-1, Depth = Off- 2.1'
Fat CLAY, mostly inorganic clay, few fine
Mean (mm): 0.14, Phi Sorting: 0.65
quartz sand in matrix, trace fine to medium
17
Shell: 0%, Fines (#200) - 93,89 (MH)
sand -sized shells in matrix, trace organic silt
N
in matrix, medium plasticity, soft, very dark
greenish gray (5GY-3/1), (CH).
-7.1
2.1
Organic CLAY; mostly organic clay, little
organic silt and wood fragments in matrix,
-7.9
2.9
low plasticity,soft black 10YR-2/1 OL
Sandy CLAY; mostly inorganic Gay, little fine
to medium quartz sand in matrix and
burrows, few fine sand to coarse gravel -sized
shells in matrix and burrows, low plasticity,
-9.3
q,3
soft, bioturbated, dark greenish graJ
10Y-4/1 CL .
Poorly graded SAND with clay, mo
medium quartz sand, some fine sand
gravel -sized shells in matrix, few inoGay
in matrix, few coarse sand to
gravel -sized quartz and phosphate in
loose dark gray5Y-4/1 SP-SC
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
IN
—5
m
—15

0
1
P
K,
CI
5
5
7
k]
RECEIVED
1OU OCT 31 2019
DCM-MHD CITY
DC-05
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -2.3
Bottom Elev. (ft MLW): -10.6
Notes:
- Photo Mosaic Image
Photo Scale in Feet
ASH E �yA
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]

Boring Designation DC-05
DRILLING LOG
CLIENT
PROJECT OTMER
I SHEET 1
Moffatt & Nichol
Carteret County, North Carolina
of 1 SHEETS
1. PROJECT
S. SIZE AND TYPE OF BIT 3.0 In.
Deer Creek and Old Ferry Channel
10. COORDINATE SYSTEMBIATUM HORIZONTAL ' VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane NAD 1983 MLW
2. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF OMLL Q AUTO HAMMER
DC-05 X = 2,583,166 Y = 348,082
Q MANUAL HAMMER
3. DRILLING AGENCY ' CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (Up)
Athena Technologies, Inc.
12. TOTAL SAMPLES 4
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
P. McClellan
14. WATER DEPTH 5.2 Ft,
S. DIRECTION OF BORING DIKL FROM BEARING
) STARTED COMPLETED
® VERTICAL WRTIM
Q INCLINED
15. DATE BORING 01-22-19 09:33 i 01-22-19
6. THICKNESS OF OWMURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -2.3 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 FL
17. TOTAL RECOVERY FOR BORING 8.3 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
S. TOTAL DEPTH OF BORING 9.0 FL
A. Freeze
CV.
SEAL!
D
CLASSIFICATION OF MATERIALS
REC.
A
OA
Kt
REMARKS
lM)
IN)
W
DAPI m0 NPVBtl... baaetl on m......e value.
$"
-2.3
0.0
ayey ; mostly fine quartz san , some
Sample - Depth=
-2.9
0.6
organic day in matrix, few fine to coarse
sand -sized shells in matrix, loose, black
rn
Mean (mm): 0.23, Phi Sorting: 1.37
Shell: 6%, Fines (#200) - 35.82 (SM)
a
-3.5
1.2
5Y-2.5I1 SC .
rn
Sample #S-2, Depth = 0.6' - 1.2'
Poorly graded AN with IL ;mostly ne
quartz sand, few organic silt in matrix and
Mean (mm): 0.19, Phi Sorting: 1.03
burrows, few organic day in matrix, loose,
1.1
Shell: 3%, Fines (#200) - 9.61 (SPSM)
black 10YR-211 SP-SM .
Sample #S-3, Depth = 1.2' - 3.0'
Poorly graded with at t; most y ne
quartz sand, few inorganic Gay in matrix and
Mean (mm): 0.13, Phi Sorting: 0.64
-5.3
3.0
burrows, trace organic silt in burrows
Shell: 2%, Fines (#200) - 10.01 (SP-SM)
between 1.2-2.1', trace fine to coarse
Y
Sample #S4, Depth = 3.0'- 3.9'
-6 2
19
sand -sized shells in matrix, loose,
bioturbated, greenish gray (10Y-511),
In
Mean (mm): 0.17, Phi Sorting: 1.00
Shell: 8%, Fines (#200) - 44.90 ISM)
SP-SC .
Clayey AND; mostly Ine quartz sand, some
inorganic day in matrix, burrows, and layers,
few fine to coarse sand -sized shells in
matrix, loose, bioturbated, dark gray
$.2
5.9
SY411 (SC).
Fat CLAY; mostly inorganic day, trace fine
sand to fine gravel -sized shells in matrix,
trace fine quartz sand in burrows, medium
lasbd soft dark re 5Y411 CH .
Clayey ; mostly fine to medium quartz
sand, little fine sand to coarse gravel -sized
shells in matrix, little inorganic day in matrix,
•: (.,
few coarse sand to fine gravel -sized quartz
-10.6
8.3
and phosphate in matrix, loose, very dark
re 5Y-3I1 (SC).
j
Poorly graded ; mostly tine quartz
sand, trace fine to coarse sand -sized shells
in matrix and laminations, loose, subangular,
i
re 5Y-611 SP .
I
I
i
i
i
i
End of Boring
i
1
i
i
1
I
i
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
_5
10
'5

�.' 1' 1 •'b t' � IwA.
DC-06: Photograph of the sediment which spilled out of
the sample barrel while opening the core.
RECEIVED
OCT 31 2019
DCM-MHD CITY
1293 Graham Farts Road, PO Box 68
McClellanville, South Carolina 29458
HE [phone]
TE HN L IE .IN v .athenatechnologie5.com

Boring Designation DC-06
CLIENT
PROJECT OWNER
SHEET 1
DRILLING LOG
I
Moffatt & Nichol
Carteret Count North Carolina
of t SHEETS
1. PROJECT
S. SIZE AND TYPE OF BIT 3.0 In.
Deer Creek and Old Ferry Channel
10. COORDINATE SYSTEMIDATUM HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane NAD 1983 MLW
Z. BORING DESIGNATION LOCATION COORDINATES
It. MANUFACTURERS DESIGNATION OF DRILL Q AUTO HAMMER
DC-06 X = 2,583,719 Y = 346.371
0 MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
Athena Technologies, Inc
11. TOTAL SAMPLES 1
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
P. McClellan
14. WATER DEPTH 6.2 Ft.
S. DIRECTION OF BORING DEG. FROM BEARING
STARTED 'COMPLETED
® VERTICAL 'VERTICAL
INCLINED
0I
15. DATE BORING
01-22-19 09.55 01-22-19
S. THICKNESS OF OVERBURDEN O.O Ft,
16. ELEVATION TOP OF BORING A.1 Ft,
T. DEPTH DRILLED INTO ROCK 0.0 FL
17. TOTAL RECOVERY FOR BORING 6.5 Ft,
18. SIGNATURE AND TITLE OF INSPECTOR
S. TOTAL DEPTH OF BORING 8.0 Ft.
A. Freeze
D
wW
Dn
ELEV.
SCALE
W
CLASSIFICATION OF MATERIALS
REMARKS
IN)
IN)
w
Depths and elevations based on measured values
RI C.
O`
-4.1
0.0
BM
N
Sample #S-1, Depth= '
Mean (mm). 0.17, Phi Sorting: 1 A 0
Shell: 0%, Fines (#200) - 25.79 (SM)
Silty SAND; mostly fine to medium quartz
sand, some inorganic silt, very loose,
sediment is aqueous in nature - core photo
not available, very dark greenish gray
(5GY-3/1), (SM).
-10.611
6.5
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
—15

5
7
DC-07
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -3.8
Bottom Elev. (ft MLW): -11.4
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
40#
A4THEMAk
TECHNOLOGIES, INC.
RECEIVED Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
OCT 31 2019 www.athenatechnologies.com
10 [phone]
DCf1A-MHD CITY

Boring Designation DC-07
DRILLING LOG
CLIENT
PROJECT OMEN
I SHEET 1
Moffatt & Nichol
Carteret County, North Carolina
of 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF NOT 3.0 In.
Deer Creek and Old Ferry Channel
10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane NAD 1983 MLW
Z. BORING DESIGNATION I LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER
DC-07 1 X = 2,584,465 Y = 346,157
C-] MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO,
DISTURBED UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES t
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BORES
P. McClellan
14. WATER DEPTH 6.0 Ft.
5. DIRECTION OF BORING i DEG. FROM BEARING
STARTED COMPLETED
® VERTICAL VERTICAL
INCLINED i
15. DATE BORING 01-22-19 10:27 i 01-22-19
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -3.8 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 7.6 Ft.
16. SIGNATURE AND TITLE OF INSPECTOR
B. TOTAL DEPTH OF BORING &0 Ft.
A. Freeze
!
E
D
W
CLASSIFICATION OF MATERIALS
%
REC.
CW
Kf
REMARKS
(R)
(R)
W
Depths and elevations based an measured values
Ot
-3.8
0.0
BM
Poody graded SAND; mostly fine quartz
Sample #S-1, Depth = 0.0'- 3.2'
sand, trace inorganic day in matrix, burrows,
Mean (mm): 0,15. Phi Sorting: 0.41
and laminations, trace fine to medium
Shell: 2%, Fines (#200) - 3.50 (SP)
sand -sized shells in matrix, loose,
y
subangular, bioturbated, olive gray (5Y-5/2),
(SP).
-7.0
3.2
Clayey ; mostly fine quartz sand, some
inorganic day in matrix, burrows,
laminations, and layers, trace wood
-8.1
4.3
fragments in laminations, loose, bioturbated,
ve dark or,5Y-3/1 (SC).
Poorly graded SAND; mostly fine quartz
sand, trace inorganic day in matrix, burrows,
and in layer at 7.2-7.3', trace coarse
sand -sized quartz in matrix, loose,
subangular, bioturbated, color grades to light
olive gray (5Y 6/2) from, greenish gray
(10Y-6/1), (SP).
-11.4
7 6
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
10
-15

U
l
K
J
2
5
61
��
7
u
10
DC-08
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -5.7
Bottom Elev. (ft MLW): -13.2
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
A� H E IyA
TECHNOLOGIES, INC.
RECEIVED Athena Technologies, Inc.
1293 Graham Farm Road
OCT 31 2019 McClellanville, SC 29458
www.athenatechnologies.com
0CM-MHD CITY [phone]

Boring Designation DC-08
DRILLING LOG
CLIENT
PROJECT OWNER
I SHEET 1
Moffatt & Nichol
Carteret Count North Carolina
of 1 SNEETS
1. PROJECT
B. SIZE AND TYPE OF BIT 3.0 In.
Deer Creek and Old Ferry Channel
10. COORDINATE SYSTEMIDATUM HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane NAD 1983 MLW
Z. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF BRILL Q AUTO HAMMER
DC-08 X = 2,584,810 Y = 345,225
Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (Up)
Athena Technologies, Inc.
12. TOTAL SAMPLES
1
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
P. McClellan
14. WATER DEPTH 7.9 Ft,
5. DIRECTION OF BORING i DEG. FROM BEARING
'STARTED 'COMPLETED
® VERTICAL 'VERTICAL
� INCLINED
1S. DATE BORING
01-22-19 10.46 I 01-22-19
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -5.7 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 7.5 Ft,
18. SIGNATURE AND TITLE OF INSPECTOR
B. TOTAL DEPTH OF BORING 8.0 Ft.
A. Freeze
OA
ELEV.
SCALE
uZi
CLASSIFICATION OF MATERIALS
REMARKS
IN)
(H)
O
Dcpths and based Pn m.Pau..d values
REC.
06
-5.7
0.0
en
Poorly graded ; mostly me quartz
Sample # -1, Depth = .0' - 1ff
sand, trace fine sand to coarse gravel -sized
N
Mean (mm): 0.18, Phi Sorting: 1.05
1.0
shells in matrix, trace inorganic silt in matrix,
Shell: 6%, Fines (#200) - 2.25 (SP)
-6.7
loose suban ular olive ra 5Y-4/2 SP
.
Poorly graded SAND with silt, mostly fine
-7.3
1.6
quartz sand, few inorganic silt in matrix, trace
-7 8
21
fine sand to coarse gravel -sized shells in
matrix, loose, bioturbated, dark olive gray
5Y-3/2 SP-SM
Poorly graded SAND vnth silt, mostly fine
quartz sand, few organic silt in matrix, trace
inorganic clay in matrix, loose, bioturbated,
black 10YR-211 SP-SM .
Poorly graded SAND, mostly fine quartz
sand, trace organic silt in matrix, trace
inorganic clay as rip -ups between 2.7-3.3',
loose, subangular, color grades to grayish
olive (10Y 5/2) from, very dark grayish brown
(2.5Y-3/2), (SP).
-13.2
Z5
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
-5
m
-15

0
1
K
3
EA
5
'.1
W
DC-09
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft Ilil -3.5
Bottom Elev. (ft Pill -12.0
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
E IyA
TECHNOLOGIES, INC.
Athena Technologies, Inc.
RECEIVED 1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
OCT 31 2019 [phone]
DCM-MHD CITY

Boring Designation DC-09
DRILLING LOG
culNT
PROJECT OWNER
axcer 1
Moffatt & Nichol
Carteret County, North Carolina
GF 1 SHEETS
1. PROJECT
S. SIZEANDTTPEOFBIT 3.0 In.
Deer Creek and Old Ferry Channel
10. COORDINATE SYSTEMIDATUM HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane NAD 1983 MLW
Z. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER
DC-09 X = 2,584,602 Y = 344,327
Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UO)
Athena Technologies, Inc.
12. TOTAL SAMPLES 3
& NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
P. McClellan
14. WATER DEPTH 5.6 Ft.
S. DIRECTION OF BORING DSO. PROM 1 REARING
: STARTED COMPLETED
® VERTICAL ' VERrICAL
I
� INCLINED
15. DATE BORING
i 01-22-19 11:00 i 01-22-19
S. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -3.5 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 8.5 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
6. TOTAL DEPTH OF BORING 10.0 Ft.
A. Freeze
ERLEV.
SCALE
D
W
CLASSIFICATION OF MATERIALS
KW
Yf
REMARKS
(R)
(11)
W
Depths antl �I.vAtie.. be." pn... side"
REC.
'^
-3.5
0.0
0o y graded ; mostly me to medium
Sample - Depth= -
-4.0
0.5
quartz sand, few fine sand to coarse
Mean (mm): 0.51, Phi Sorting: 2.13
gravel -sized shells in matrix, loose.
Shell: 29%, Fines #200 2.74 SP
( ) ( )
suban ular olive gray5Y-5/2 SP .
cb
layey SAND; mostly fine to medium quartz
Sample #S-2, Depth = 0.5' - 1.6'
-5.1
1.6
sand, little inorganic Gay in matrix, little fine
Mean (mm): 0.90, Phi Sorting: 2.97
sand to coarse gravel -sized shells in matrix,
Shell: 37%, Fines (#200) - 27.14 (SM)
loose, very dark greenish gray (5GY-3/1),
n
(b
Sample #S-3, Depth = 1.6'- 2.7'
-6.2
2.7
SC .
Mean (mm): 0.14, Phi Sorting: 0.69
Clayey ;mostly Ine quartz sand, little
inorganic day in matrix, burrows, and layers,
Shell: 4%, Fines (#200) - 24.09 (SM)
trace fine sand to fine gravel -sized shells in
matrix, loose, bioturbated, very dark greenish
re 5GY-3/1 (SC).
Poorly graded AND with clay; mostly fine
quartz sand, few inorganic clay in matrix,
-8.5
5.0
burrows, and laminations, trace fine to
coarse sand -sized shells in matrix, loose,
bioturbated, color afiemates between dark
'
gray (5Y 411) and, very dark
SP-SC
Poorly grade D; mostly me quartz
sand, trace inorganic clay in burrows
(primarily between 5.0-7.0'), trace organic silt
in burrows, loose, subangular, color grades
to light olive brown (2.5YR 513) from, very
dark grayish brown (10YR-312), (SP).
-12.0
8.5
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
10
15

r.�
i
E
K
n
5
5
L
7
['J
10
RECEIVED
OCT 31 2019
DCM-MHD CITY
OFC-01
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -8.1
Bottom Elev. (ft MLW): -15.5
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
ASH E IyA
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]

Boring Designation OFC-01
DRILLING LOG
CLIENT
PROJECT OWNER
SHEET 1
Moffatt & Nichol
Carteret County, North Carolina
OF 1 SHEETS
1. PROJECT
6. SIZE AND TYPE OF BIT 3.0 In.
Deer Creek and Old Ferry Channel
10. COOROINATE SYSTEMIDATUM :HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane : NAD 1983 I MLW
2. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
OFC-01 X = 2,587,674 Y = 340,669
[_]MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES 1
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
P. McClellan
tq. WATER DEPTH 9.2 Ft.
5. DIRECTION OF BORING , DEG. FROM BEARING
:STARTED COMPLETED
® VERTICAL VERTICAL
O INCLINED
1s. DATE BORING
I 01-22-19 14:23 I 01-22-19
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -8A Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 7.4 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
S. TOTAL DEPTH OF BORING 9.0 Ft.
A. Freeze
ELEV.
SCALE
z
CLASSIFICATION OF MATERIALS
Oy
IRlMARIQ
(N)
IN)
W
Dapthe and .[oration. based an musprad values
REC.
CS
8A
00
mm
Sandy CLAY; mostly inorganic Gay, little fine
Sample #S-1, Depth = 0.0'- 2.4'
quartz sand in matrix and in lamination at
Mean (mm): 0.12, Phi Sorting: 0.58
0.3', trace fine sand -sized shells in matrix,
Shell: 0%, Fines (#200) - 73.62 (MH)
trace wood fragments and organic silt in
rn
matrix, coarse gravel -sized shell at 0.7',
medium plasticity, soft, very dark greenish
gray (5GY-3/1), (CH).
-10.51
2A
Poorly graded AND; mostly fine quartz
sand, trace inorganic clay as rip -up at
2.4-2.5', trace organic and inorganic silt in
burrows and laminations, trace fine to coarse
-11.9
3.8
sand -sized shells in matrix, loose,
suban ular ra 5Y-5/1 SP .
-12.2
4.1
Poorly graded A K1t sl t mostly me mm
quartz sand, few organic and inorganic silt in
matrix, few fine sand to fine gravel -sized
shells in matrix, loose, olive gray (5Y-4/2),
SP-SM .
-13.9
5.8
Poorly graded N ; mostly rune quartz
sand, trace inorganic sill in burrows, trace
-14.6
6.5
fine sand -sized shells in matrix, loose,
suban ular gray (5Y-6/1),SP .
Poorly graded SAND with silt; mostly fine
-15.5
7.4
1 quartz sand, few inorganic silt in matrix and
burrows, few fine sand to coarse gravel -sized
shells in matrix, loose, olive gray (5Y-4/2),
SP-SM .
Poorly graded ; mostly Ime quartz
sand, trace inorganic silt in occasional
burrows, trace fine sand -sized shells in
matrix, loose, subangular, gray (5Y-6/1),
SP.
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
-0
-5
m
IiM7

E
3
FA
k,
101
7
OFC-02
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -3.4
Bottom Elev. (ft MLW): -11.5
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
TECHNOLOGIES, INC.
Athena Technologies, Inc.
RECEIVED 1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
5 10 OCT 31 2019 [phone]
D CITY

Boring Designation OFC-02
DRILLING LOG
cL1ENr
PROJECT OWNER
SHEET 1
Moffatt &Nichol
Carteret Coun , North Carolina
OF 1 SHEETS
1. PROJECT
9. SI2E AND TYPE OF SIT 3.0 In.
Deer Creek and Old Ferry Channel
10. COORDINATE STSTEMIOATUM HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane NAD 1983 MLW
2. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'SDESIGNATION OF DRILL Q AUTO HAMMER
OFC-02 1 X = 2,587,434 Y = 341, 135
0 MANUAL HAMMER
J. DRILLING AGENCY ' CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES 3
4, NAM! OF DRILLER
13. TOTAL NUMBER CORE BOXES
P. McClellan
14. WATER DEPTH 4.6 Fl.
5. DIRECTION OF BORING , Sao. FROM BEARING
STARTED COMPLETED
® VERTICAL VERTICAL
Q INCLINED
15. DATE BORING i 01-22-19 14:10 i 01-22-19
S. TNICKNESS OF OVERBURDEN 0.0 Ft.
19. ELEVATION TOP OF BORING -3.4 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 8.1 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
S. TOTAL DEPTH OF BORING 9.0 Ft.
A. Freeze
ILEV.
EfiµE
D
F=i
CLASSIFICATION OF MATERIALS
ye
RIG.
MM
O
REM ARKS
Ertl
1N
y
Depths and slovations "sod on measured values
S
-3.4
0.0
M
Clayey SAND; mostly fine to medium quartz
Sample #S-1, Depth = 0.0'- 2.2'
sand, little inorganic Gay in matrix, burrows,
Mean (mm): 0.17, Phi Sorting: 0.89
and layers, few organic silt in matrix, trace
Shell: 4%, Fines (#200) - 25.81 (SM)
fine sand to coarse gravel -sized shells in
rn
matrix, loose, color grades to black (5Y
2.511) from, dark olive gray (5Y-3/2), (SC).
-5.6
2.2
Sample #S-2, Depth = 2.2' - 4.4'
d ly graded SAND; mostly fine to medium
Poor
Mean (mm): 0.18, Phi Sorting: 0.36
quartz sand, trace inorganic and organic sill
kv
Shell: 0%, Fines (#200) - 1.25 (SP)
in burrows, trace fine sand -sized shells in
y
matrix, loose, subangular, gray (5Y-6/1),
•
(SP).
Sample #S-3, Depth = 4.4' - 5.0'
-7.8
4.4
Mean (mm): 0.65, Phi Sorting: 2.31
Shell: 38%, Fines (#200) - 1.73 (SP)
Poorly graded mostly fine to me ium
m
-8.4
5.0
quartz sand, few fine sand to coarse
gravel -sized shells in matrix, trace coarse
rb
sand -sized quartz and phosphate in matrix,
-9.2
5.8
loose suban ular gray5Y-6/1 SP .
Poody gaded AND; mostly nne quartz
sand, trace organic and inorganic clay in
burrows and laminations, trace fine to
medium sand -sized shells in matrix, loose,
suban ular gray (5Y-6/1),SP .
Fat Y; mostly inorganic clay, trace fine
quartz sand in matrix and in occasional
-11.5
8.1
burrows, trace fine sand to coarse
gravel -sized shells in matrix (primarily
between 7.1-8.1'), medium plasticity, soft,
very dark greenish gray (5GY-3/1),(CH).
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
10
15

5
5
L
7
E
10
10
11
12
13
OFC-03
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top EIev. (ft MLW): -2.4
Bottom Elev. (ft MLW): -15.0
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
14
ANT HEr% A
TECHNOLOGIES, INC.
RECEIVEDAthena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
OCT 31 20%rw.athenatechnologies.com
15 DC(843)887-3800
f1d-IUHD CITY

Boring Designation OFC-03
DRILLING LOG
CLIENT
PROJECT OWN ER
SHEET 1
Moffatt , Nichol
Carteret Coun , North Carolina
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Deer Creek and Old Ferry Channel
10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane NAD 1983 MLW
Z. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER
OFC-03 X = 2,587,483 Y = 341,674
Q MANUAL HAMMER
S. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
Athena Technologies, Inc. I
1:. rOTAL sAMPL[B 1 3
0. NAM! OF DRILLER
1S. TOTAL NUMBER CORE BOXES
P. McClellan
14. WATER DEPTH 3.5 Ft.
S. DIRECTION OF BORING , DEG. FROM , BEARING
STARTED 1 COMPLETED
® VERTICAL 1 VERTICAL
Q INCLINED i i
15. DATE BORING i 01-22-19 13:57 i 01-22-19
S. THICIV/ESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -2.4 Ft.
T. DEPTH DRILLED INTO ROCK 0.0 FL
17. TOTAL RECOVERY FOR BORING 12.6 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
B. TOTAL DEPTH OF BORING 14.0 Ft.
A. Freeze
Er.
D
ALE eZi CLASSIFICATION OF MATERIALS
�R)
%
Ky
X
REMARKS
(Iq
W Depths and elevations based on measured values
REC.
O
-2.4
0.0
mn
Sample #S-1, Depth = 0.0' - 3.2'
Poorly
Poo y graded SAND; mostly fine quartz
Mean (mm): 0.13. Phi Sorting: 0.39
sand, few fine to medium sand -sized shells
Shell: 5%, Fines (#200) - 3.97 (SP)
. in matrix, trace inorganic day in burrows and
y
. laminations, loose, subangular, olive gray
(5Y-5/2), (SP).
-5.6
3.2
Sample #S-2, Depth = 3.2' -g:
Clayey SAND; most) fine quartz sand, little
y y y q
Mean (mm): 0.12, Phi Sorting: 0.43
0
inorganic day in matrix, burrows,
N
Shell: 4%, Fines (#200) - 14.98 ISM)
laminations, and layers, trace fine to coarse
rn
sand -sized shells in matrix, loose,
-7.3
4.9 bioturbated, dark olive gray (5Y-3/2), (SC).
Sample #S-3, Depth = 4.9' - 7.5'
Clayey SAND; mostly fine to medium quartz
sand, little inorganic day in matrix, burrows,
Mean (mm): 0.22, Phi Sorting: 1.21
and layers, few fine sand to coarse
m
Shell: 11%, Fines (#200) - 20.57 (SM)
gravel -sized shells in matrix and layers,
rn
loose, bioturbated, color alternates between
very dark greenish gray (IOY 3/1) and, very
dark gray (5Y-3li),
-9.9
7.5
Fat LAY; mostly Inorganic clay, few fine
quartz sand in matrix, few fine sand to
-10.8
8.4 coarse gravel -sized shells in matrix, medium
plasticity, soft, very dark greenish gray
SGY-3/1 CH .
Clayey SAND; mostly fine quartz sand, little
inorganic day in matrix, burrows,
laminations, and layers, trace fine to coarse
sand -sized shells in matrix, loose, very dark
greenish gray (1 OY-3/1), (SC).
-13.9
11.5
Poody graded SAND with day; mostly fine
quartz sand, few inorganic day in matrix and
burrows, trace fine to coarse sand -sized
-15.0
12.6 shells in matrix, loose, olive gray (SY-4/2),
SP-SC .
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
-0
10
-15

2
3
N
5
5
7
0
10
RECEIVED
OCT 31 2019
DCM-MHD CITY
OFC-04
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -5.6
Bottom Elev. (ft MLW): -14.3
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
A'�H E IyA
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]

Boring Designation OFC-04
CLIENT
PROJECT OWNER
SHEET 1
DRILLING LOG
I
Moffatt & Nichol
Carteret County, North Carolina
of 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Deer Creek and Old Ferry Channel
10. COORDINATE SYSTEMIDATUM :HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane I NAD 1983 MLW
2. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL I] AUTO HAMMER
OFC-04 X = 2,587,203 Y = 342,102
C3 MANUAL HAMMER
0. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
12. TOTAL SAMPLES
Athena Technologies, Inc.
1
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
P. McClellan
14. WATER DEPTH 6.8 Ft.
S. DIRECTION OF BORING i DEG. FROM BEARING
:STARTED COMPLETED
® VERTICAL VERTICAL
(] INCLINED
15. DATE BORING
01-22-19 13:42 01-22-19
6. THICKNESS OF OVERBURDEN 0.0 Ft.
15. ELEVATION TOP OF BORING -5.6 Ft.
T. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 8.7 Ft,
18. SIGNATURE AND TITLE OF INSPECTOR
S. TOTAL DEPTH OF BORING 10.0 Ft.
A. Freeze
D
K�
OP.
ELEV.
SCALE
uZi CLASSIFICATION OF MATERIALS
%
REMARKS
(k)
(R)
W Depths and elevations based on measured values
REC.
G`
-5.6
0.0
Rn
s Poorly graded SAND with clay; mostly fine
quartz sand, few inorganic clay in matrix,
.j, burrows, and laminations, trace fine sand to
r fine gravel -sized shells in matrix, loose,
bioturbated, color grades to gray (5Y 511)
¢ from, olive gray (5Y-5/2), (SP-SC).
-8.1
2,5
'
Sample #S-1, Depth = 0.0' - 8.1'
Mean (mm) 0.15, Phi Sorting: 0.78
Shell: 6%, Fines (#200) - 22.91 ISM)
Clayey SAND, mostly fine quartz sand, some
inorganic clay in matrix, burrows,
laminations, and layers, few fine sand to
coarse gravel -sized shells in matrix (primarily
between 5.6-7.0'), loose, bioturbated, very
dark greenish gray (10Y-3/1), (SC).
-13,9
8.3
-14.3
8.7
Poorly graded SAND with clay; mostly fine
quartz sand, few inorganic clay in matrix and
burrows, trace fine to coarse sand -sized
shells in matrix, loose, bioturbated, olive gray
5Y-5/2), (SP-SC).
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
a
-5
1l
15

0
1 �I
61
N
7
E
10
OFC-05
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -5.1
Bottom Elev. (ft MLW): -11.5
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
A'HEIyA
TECHNOLOGIES, INC.
RECEIVED Athena Technologies, Inc.
1293 Graham Farm Road
OCT 31 2�I9 Mcclellanville, SC 29458
www.athenatechnologies.com
DCM-MHD CITY [phone]

Borinq Designation OFC-05
CLIENT
PROJECT OWNER
SHEET 1
DRILLING LOG
Moffatt & Nichol
Carteret Count North Carolina
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Deer Creek and Old Ferry Channel
10. COORDINATE SYSTEMIDATUM HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC Stale Plane NAD 1983 MLW
2. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER
OFC-05 X = 2,587,116 Y = 342,896
l] MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
I 1
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
P. McClellan
14. WATER DEPTH 6.0 FF
S. DIRECTION OF BORING i DEG. FROM i BEARING
:STARTED COMPLETED
® VERTICAL VERTICAL
Q INCLINED
15. DATE BORING 01-22-19 14.42 01-22-19
6. THICKNESS OF OVERBURDEN 0,0 FL
16. ELEVATION TOP OF BORING -5.1 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 6 4 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
S. TOTAL DEPTH OF BORING 7.0 Ft.
A Freeze
D
W.
DIL
ELEV.
SCALE
w
CLASSIFICATION OF MATERIALS
/
KE
REMARKS
IN)
IN)
W
DPp1HF and alevationS based Pn measurotl values
REC.
-5.1
0.0
'0jn
Poorly graded SAND; mostly fine quartz
Sample #S-1, Depth = 0.0' - 3.4'
sand, few fine to coarse sand -sized shells in
Mean (mm). 0.13, Phi Sorting: 0 48
matrix, trace inorganic clay in matrix,
—
Shell. 7%, Fines (#200) - 4.99 (SP)
burrows, and laminations, loose, subangular,
N
bioturbated, color grades to olive gray (5Y
4/2) from, olive gray (5Y-5/2), (SP).
-8.5
3A
".
Clayey SAND; mostly fine quartz sand, little
inorganic clay in matrix, burrows, and layers,
trace fine sand to fine gravel -sized shells in
matrix, loose, bioturbated, color alternates
between dark olive gray (5Y 3/2) and, very
i
dark gray (5Y-3/1), (SC).
11.5
6A
i
i
i
End of Boring
I
i
i
S
i
i
I
i
i
i
i
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
-5
m
15

ZI
5
5
L
7
J
P]
RECEIVED
10" OCT 31 2019
DCM-MHD CITY
OFC-06
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -3.7
Bottom Elev. (ft MLW): -10.4
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
A�rHEIyA
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]

Boring Designation OFC-06
DRILLING LOG
e""
PROJECT OWNER
SHEET 1
Moffatt & Nichol
Carteret County, North Carolina
OF 1 SHEETS
1. PROJECT
S. SIZE AND TYPE OF SIT 3.0 In.
Deer Creek and Old Ferry Channel
10. COORDINATE SYSTEMIDATUM HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane NAD 1983 MLW
Z. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER? DESIGNATION OF DRILL Q AUTO HAMMER
OFC-06 I X = 2,586,817 Y = 343,001
0 MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
Athena Technoloies, Inc.
12. TOTAL SAMPLES 3
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BONES
P. McClellan
14. WATER DEPTH 5.1 Ft.
S. DIRECTION OF BORING I DEG.FROM I BEMING
: STARTED COMPLETED
® VERTICAL VERTICAL
0 INCLINED i
15. DATE BORING 01-22-19 13:19 i 01-22-19
S. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -3.7 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 FL
17. TOTAL RECOVERY FOR BORING 6.7 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
B. TOTAL DEPTH OF BORING 8.0 FL
A. Freeze
D
K�
Ew.
IE%
SWE
fR%
W
CLASSIFICATION OF MATERIALS
DePNs and elevations based on measured values
%
MC.
ke
O
REMARKS
-3.7
0.0
i
Clayey mostly fine to me wm qua
Sample #S-1, Depth = 0.0'- 1.6'
sand, little inorganic clay in matrix, burrows,
Mean (mm): 0.16, Phi Sorting: 0.86
and layers, few fine sand to coarse
m
Shell: 7,6, Fines (#200) - 25.66 (SM)
gravel -sized shells in matrix, loose,
-5.3
1.6
bioturbated, Color grades to very dark gray
5Y 3I1 from dark olive re 5Y-3/2 SC
Sample #S-2, Depth = 1.6' - 3.0'
P
.
oody gra e ; most ne tom ium
Mean (mm): 0.16, Phi Sorting: 0.43
quartz sand, few fine to medium sand -sized
a
Shell: 7%, Fines (#200) - 3.49 (SP)
shells in matrix, trace inorganic Gay in
rb
E.7
3.0
burrows and laminations, trace organic sift in
laminations, loose, subangular, gray
5Y-511 SP .
Clayey SAND; mostly fine to medium quartz
Sample #S-3, Depth = 3.0'- 6.2'
sand, some inorganic day in matrix, burrows,
Mean (mm): 0.19, Phi Sorting: 1.92
and layers, few fine sand to coarse
c?
Shell: 10%, Fines (#200) - 29.33 (SM)
gravel -sized shells in matrix (primarily
rn
between 5.6-6.2'), loose, bioturbated, very
dark gray (5Y-3/1), (SC).
-9.9
6.2
Fat ; mostly inorganic ay, w fine
-10.4
6.7
quartz sand in matrix, trace fine sand to
Coarse gravel -sized shells in matrix, medium
plasticity, soft, very dark greenish gray
5GY-311 (CH).
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
-5
10
15

11
0
0
K
E
5
5
L
7
�00
:C.iI;EIVED
OFC-07
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -1.5
Bottom Elev. (ft MLW): -10.8
OCT 31 2019
10 DCM-MHD CITY
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
��H E IyA
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]

tdonng uesl nation urt,-ui
DRILLING LOG CLIENT PRDJECTOWNER SHEET I
Moffatt 8 Nichol Carteret County, North Carolina I OF 1 SHEETS
8. SIZE AND TYPE OF BR 3.0 In.
Deer Creek and Old Ferry Channel
10.
COORDINATE SYSTEM/DATUM
HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane
: NAD 1983 MLW
2. BORING DESIGNATION LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL Q AUTO NAMMER
OFC-07 X = 2,586,936 Y = 343,601
Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
I DISTURBED UNDISTURBED (UD)
Athena Technologies, Inc.
12.
TOTAL SAMPLES
6
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
P. McClellan
14.
WATER DEPTH
2.9 Ft.
S.
DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
VERTICAL
STARTED COMPLETED
Q INCLINED
i
13.
DATE BORING 01-22-19 13:07 i 01-22-19
8.
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 9.3 Ft.
18.
SIGNATURE AND TITLE OF INSPECTOR
8.
TOTAL DEPTH OF BORING
10.0 Ft.
A. Freeze
D
K-I
DA
ELEV.
SCAwLE
W
CLASSIFICATION OF MATERIALS
%
REMARKS
(E
(ft)
W DepthP
a^tl elevations basatl on maaau,Ptl Values
It
CQ
1L
D
J
DN
.�� Poorly graded SAND; mostly fi%quortz
sand, fewfne to coarse sand -sized shells in
matrix, trace inorganic Gay in burrows, loose,
subangular, olive gray (5Y-5/2), (SP).
quartz sand, few inorganic clay in matrix,
burrows, laminations, and layers, trace fine
to medium sand -sized shells in matrix, trace
wood fragments and organic sill in
laminations, loose, bioturbaled, olive gray
sand, little inorganic clay in matrix, burrows,
and laminations, trace fine to medium
sand -sized shells in matrix, loose, very dark
sand, few fine to coarse sand -sized shells in
matrix, few inorganic Gay in matrix and
burrows, loose, bioturbated, olive gray
(5YJ1/2). (SP-SC).
Sandy CLAY; mostly inorganic day, some
fine to medium quartz sand in matrix and
burrows, trace fine sand -sized shells in
matrix, medium plasticity, soft, very dark
medium quartz sand, few inorganic clay in
burrows, laminations, and layers, trace fine
sand to coarse gravel -sized shells in matrix,
loose, bioturbaled, olive gray (5Y-4/2),
SP-SC .
Clayey SAND; mostly Ine quartz sand, little
inorganic clay in matrix, burrows,
laminations, and layers, trace fine sand to
fine gravel -sized shells in matrix, loose,
bioturbaled ve dark gray5Y-311 (SC).
Poorly gra a ND; mostly Tine quartz
sand, trace inorganic clay in burrows, loose,
suban ular ra 5Y-5/1 (SP).
End of Boring
FORM 1836 MODIFIED FOR THE FLORIDA DEP
Sample #S-1, Depth = 0.0'- 3.0'
Mean (mm): 0.17, Phi Sorting: 0.46
Shell: 8%, Fines (#200) - 1.86 (SP)
In
Sample #S-2, Depth = 3.0'- 4.8'
Mean (mm): 0.14, Phi Sorting: 0.44
N Shell: 5%, Fines (#200) - 6.76 (SP-SM)
In
Sample #S-3, Depth = 4.8' - 5.3'
Mean (mm): 0.13, Phi Sorting: 0.54
C1 Shell: 3%, Fines (#200) - 18.71 (SM)
N Sample #S-4, Depth = 5.3' - 6.3'
y Mean (mm): 0.14, Phi Sorting: 0.39
ul Shell: 8%, Fines (#200) - 7.42 (SP-SM)
Sample #S-5, Depth = 6.3' - 6.5'
Mean (mm): 0.13, Phi Sorting: 0.47
Icn Shell: 2%, Fines (#200) - 69.85 (MH)
Sample #S-6, Depth = 6.5' - 7.4'
Mean (mm): 0.16, Phi Sorting: 0.96
Shell: i t %, Fines (#200) - 10.85 (SPSM)
0
5
JUN 02 JUN 04

F
1
F
3
CI
5
N
7 n OFC-08
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
8 -
Top Elev. (ft MLW): -2.9
Bottom Elev. (ft MLW): -12.6
Notes:
- Photo Mosaic Image
- Photo Scale in Feel
9
AT"e "A
TECHNOLOGIES, INC.
RECEIVED Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
OCT 31 2019www.athenatechnologies.com
1 0 [phone]
DCM-MHb CITY

Boring Designation OFC-08
DRILLING LOG
CLIENT
PROJECT OWN ER
SHEET 1
Moffatt & Nichol
Carteret County, North Carolina
of 1 SHEETS
1. PROJECT
S. SIZE AND TYPE OF BIT 3.0 In.
Deer Creek and Old Ferry Channel
10. COORDINATE SYSTEMIDATUM :HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane I NAD 1983 MLW
2. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL ❑ AUTO HAMMER
OFC-08 X = 2,586,593 Y = 344,020
❑ MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
Athena Technologies, Inc.
u. TOTAL SAMPLES 3
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
P. McClellan
t4. WATER DEPTH 4.5 FL
S. DIRECTION OF BORING , DEG. FROM , BEARING
STARTED COMPLETED
® VERTICAL ' VERTICAL
❑ INCLINED
15. DATE BORING
i 01-22-19 12:52 i 01-22-19
8. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -2.9 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 FL
17. TOTAL RECOVERY FOR BORING 9.7 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
e. TOTAL DEPTH OF BORING 10.0 Ft.
A. Freeze
ELEV.
SCALE
D
uZi
CLASSIFICATION OF MATERIALS
yW
Di
REMARKS
IRI
IN)
W
Depthe and davetione Based on measeod value.
REC.
G
-2.9
0.0
mH
_
Poorly graded ; mostly fine quartz
sand, trace inorganic Gay in burrows, trace
amp e - ep =
Mean (mm): 0.13, Phi Sorting: 0.73
fine to medium sand -sized shells in matrix,
In
Shell: 5%, Fines (#200) - 18.45 (SM)
-4.1
1.2
loose suban ular, olive ra 5Y�2 SP .
Sample #S-2, Depth = 1.2' - 2.7'
Clayey N ; mostly tine to medium quartz
sand, little inorganic Gay in matrix, trace fine
Mean (mm): 1.57, Phi Sorting: 2.84
sand to fine gravel -sized shells in matrix,
N
Shell: 47%, Fines (#200) - 21.12 ISM)
loose, bioturbated, very dark gray (5Y-3/1),
-5.6
2.7
SC .
Clayey ; most y ine quartz sand, some
fine sand to coarse gravel -sized shells in
matrix, little inorganic day in matrix, low
Sample #S-3, Depth = 2.7' - 5.3'
lastici r soft verydark ra 5Y-3/1 SC.
Mean (mm): 0.65, Phi Sorting: 2.57
Clayey D; mostly fine quartz sand, some
I?
Shell: 25%, Fines (#200) - 37.47 (SM)
inorganic day in matrix, little fine sand to fine
m
gravel -sized shells in matrix, medium to low
plasticity, soft, very dark greenish gray
-8.2
5.3
(5GY-3/1), (SC).
Clayey AND; mostly fine quartz sand, little
inorganic day in matrix, burrows,
-9.1
1 6.2
laminations, and layers, trace fine to coarse
sand -sized shells in matrix, loose,
bioturbated dark olive gray (SY-312),(SC).
Poody graded bANIJ with day; mostly Tine
-10.2
7.3
quartz sand, few inorganic clay in matrix,
burrows, and laminations, trace fine to
coarse sand -sized shells in matnx, loose,
bioturbated, dark olive gray (5Y-3/2),
SP-SC .
Poorly graded ; mostly fine quartz
sand, trace inorganic day in burrows and
laminations, trace fine to medium sand -sized
-12 6
1 9 7
shells in matrix, loose, subangular,
bioturbated dark gray (5Y-4/1).SP .
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
IE
-5
nil
15

1
2
3
n
5
5
L
7
0
E
10
RECEIVED
OCT 31 2019
OFC-09
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -9.1
Bottom Elev. (ft Ili -17.6
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
-H E IyA
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
DCM-MHD CITY

Boring Designation OFC-09
DRILLING LOG
CLIENT
PROJECT OWNER
SHEET 1
Moffatt & Nichol
Carteret County, North Carolina
OF 1 SHEETS
1. PROJECT
S. SIZE AND TYPE OF BIT 3.0 In.
Deer Creek and Old Ferry Channel
10. COORDINATE SYSTEMIDATUM :HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane : NAD 1983 MLW
2. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER
OFC-09 X = 2,586,643 Y = 344,549
Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES 0
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
P. McClellan
14. WATER DEPTH 10.8 Ft.
5. DIRECTION OF BORING DEG. FROM BEARING
:STARTED COMPLETED
® VERTICAL 'VERTICAL
� INCLINED
15. DATE BORING
� 01-22-19 12:37 01-22-19
S. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING 41 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 8.5 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
S. TOTAL DEPTH OF BORING 10.0 Ft.
A. Freeze
D
BM
Oi
ELEV.
IN)
SCALE uZi CLASSIFICATION OF MATERIALS
IN)
REMARKS
m D.ptha and �IaaHpns ba.P4 Pn mo...,.d •Slu.s
REC.
Ge
-9.1
0.0
BM
Clayey SAND, mostly fine quartz sand, some
inorganic clay in matrix and layers, loose,
bioturbated, very dark gray (5Y-3/1), (SC).
-10.5
1.4
Poorly graded SAND, mostly fine quartz
sand, trace inorganic clay in burrows,
laminations, and layers (primarily between
2.2-2.6' and 3.5-37), trace fine sand to fine
gravel -sized shells in matrix, loose,
subangular, color grades to gray (5Y 5/1)
from, dark gray (5YA/1), (SP).
-14.0
4.9
Poorly graded SAND with Gay, mostly fine to
-14.6
5.5 medium quartz sand, few fine sand to fine
gravel -sized shells in marx, few inorganic
clay in matrix, loose, dark gray (5YA/1),
SP-SC
Sandy CLAY; mostly inorganic clay, some
fine quartz sand in matrix and burrows, trace
fine sand to coarse gravel -sized shells in
-16.5
74 matrix, low plasticity, soft, very dark greenish
gray 5GY-3/1 CL .
Poorly graded SAND with clay: mostly fine
-17.6
1 8.5 quartz sand, few inorganic clay in burrows,
few organic silt in burrows and matrix, loose,
bioturbated, color alternates between very
dark greenish gray (5GY 3/1) and, very dark
brown 10YR-2/2 SP-SC
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
5
5

U
1
2
3
9
5
5
L
7
N
J
10
RECEIVED
OCT 31 2019
OFC-10
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -6.9
Bottom Elev. (ft MLW): -16.5
Notes:
- Photo Mosaic Image
- Photo Scale in Feet ::1
4*
AT H E IyA
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]
0CM-MHD CITY

Boring Designation OFC-10
DRILLING LOG
CLIENT
PROJECT OWNER
BNEET 1
Moffatt & Nichol
Carteret County, North Carolina
OF 1 SHEETS
1. PROJECT
S. SIZE AND TYPE OF BIT 3.0 In.
Deer Creek and Old Ferry Channel
10. COORDINATE SYSTEMIDATUM HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane NAD 1983 I MLW
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO MANNER
OFC-10 X = 2,586,353 Y = 344,985
0 M %NuAL wwMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED i UNDISTURBED (U0)
Athena Technologies, Inc. ;
12. TOTAL SAMPLES ' 1
& NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
P. McClellan
14. WATER DEPTH 8.7 Ft.
S. DIRECTION OF BORING I DEG, FROM , BEARING
:STARTED I COMPLETED
® VERTICAL KCAL
� INCLINED '
15. DATE BORING i 01-22-19 12:12 i 01-22-19
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -6.9 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 9.6 Ft.
.0. SIGNATURE AND TITLE OF INSPECTOR
B. TOTAL DEPTH OF BORING 10.0 Ft.
A. Freeze
gx1r.
D
BCAL! Y CLASSIFICATION OF MATERIALS
%
MM
XA
REMARKS
lRl
lR1 DaPNF and olovatioaa Waod on measured values
SEC.
21
6.9
0.0
Sandy ; mosty inorganlc ay, Ilte tine
Sample#S-1, Depth =0.0'-1.4'
quartz sand in matrix and burrows, trace fine
Mean (mm): 0.10, Phi Sorting: 0.50
to coarse sand -sized shells in matrix, trace
rn
Shell: 1 %, Fines (#200) - 74.86 (RAH)
organic silt in matrix, medium plasticity, soft,
-8.3
1.4 verydark gray5Y-311 (CH).
Poorly graded SAND with day, mostly fine
quartz sand, few inorganic clay in matrix,
burrows, and laminations, trace fine sand to
coarse gravel -sized shells in matrix, loose,
-9.9
3.0 bioturbated, gray (5Y-511), (SPSC).
Clayey SAND; mostly fine quartz sand, little
inorganic day in matrix, burrows,
laminations, and layers, trace fine sand to
Coarse gravel -sized shells in matrix (primarily
between 3.Od.8'), loose, bioturbated, dark
olive gray (5Y-312), (SC).
-14.4
7.5
Poorly graded SAND with day; mostly fine
quartz sand, few inorganic day in matrix,
burrows, and laminations, trace fine to
coarse sand -sized shells in matrix (primarily
between 9.0-9.6'), loose, bioturbated, sand
size increases at 9.0', olive gray (5Yd12),
-16.5
9.6 (SPSC).
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
-10
-15

0
I
3
5
5
No
VA
J
W
OFC-11
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -9.1
Bottom Elev. (ft MLW): -15.9
Notes:
Photo Mosaic Image
- Photo Scale in Feet
jo&THENA
TECHNOLOGIES, INC.
RECEIVED Athena Technologies, Inc.
1293 Graham Farm Road
OCT 31 2019 McClellanville, SC 29458
www.athenatechnologies.com
DCM-MHD CITY [phone]

Boring Designation OFC-11
DRILLING LOG
CLIENT
PROJECT OWN ER
I SNEET 1
Moffatt & Nichol
Carteret County. North Carolina
of 1 SHEETS
1. PROJECT
B. SIZE AND TYPE OF BIT 3.0 In.
Deer Creek and Old Ferry Channel
10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane NAD 1983 MLW
2. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER
OFC-11 I X = 2,586,347 Y = 345,501
(] MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES 0
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
P. McClellan
14. WATER DEPTH 11 A FL
S. DIRECTION OF BORING DEG. FROM BEAKING
STARTED COMPLETED
® VERTICAL VERTICAL
Q INCLINED
15. DATE BORING 01-22-19 11'.57 01-22-19
8. THICKNESS OF OVERBURDEN 0.0 Ft
16. ELEVATION TOP OF BORING -9.1 Ft.
T. DEPTH DRILLED INTO ROCK 0.0 FL
17. TOTAL RECOVERY FOR BORING 6.8 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
S. TOTAL DEPTH OF BORING 8,0 FL
A. Freeze
D
aJ
D4
ELEV.
SCALE
w
CLASSIFICATION OF MATERIALS
REMARKS
(K)
(H)
W
DoplM1a mtl olovationa 4aaetl on muauotl wluo
REC.
C<
-9.1
0.0
1
BR
Poorly gra a with clay; mostlyline
quartz sand, few inorganic clay in matrix and
burrows loose olive gray (5Y-5/2),SP-SC .
Sandy CLAY; mostly inorganic clay, some
-10.6
1.5
fine quartz sand in matrix and burrows, trace
fine to coarse sand -sized shells in matrix, low
laslici soft black SY-2.512 CL .
Poorly graded SAND with clay; mostly fine
quartz sand, few inorganic clay in matrix,
burrows, laminations, and layers, trace fine
to coarse sand -sized shells in layer between
1.9-2.2% loose, bioturbated, olive gray
(5Y-4/2), (SP-SC).
-15.9
6 8
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W,
10
15

K
I✓
E
0
7
�411
N
RECEIVED
OCT 31 2019
10 DCM-MHD CITY
OFC-1
Moffatt & Ni(
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -5.4
Bottom Elev. (ft MLW): -11.2
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
ATHENA
TECHNOLOGIES, INC.
Athena Technologies, Inc.
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]

Boring Designation OFC-12
CLIENT
PROJECT OWNER
SHEET 1
DRILLING LOG
Moffatt & Nichol
Carteret County, North Carolina
OF 1 SHEETS
1. PROJECT
S. SIZE AND TYPE OF BIT 3.0 In.
Deer Creek and Old Ferry Channel
10. COORDINATE SYSTEM/DATUM i HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane I NAD 1983 MLW
2. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER
OFC-12 X = 2,586,092 Y = 345,937
Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED ' UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
2
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
P. McClellan
14. WATER DEPTH 7 4 Ft.
5. DIRECTION OF BORING DEG. FROM BEARING
'STARTED iCOMPLETED
® VERTICAL VERTICAL
I] INCLINED
1S. DATE BORING
I 01-22-19 11 43 I 01-22-19
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -5.4 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 FL
17. TOTAL RECOVERY FOR BORING 5.8 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
B. TOTAL DEPTH OF BORING 7.0 Ft.
A. Freeze
O
K�
On
E
SCALE
m CLASSIFICATION OF MATERIALS
REMARKS
(ft)
IRI
(R)
W DeP1ba and elevations baaatl on measured values
REC.
CG
-5A
0.0
1°N
Clayey SAND, mostly fine to medium quartz
Sample #S-1, Depth = Off- 2.5'
sand, some inorganic clay in matrix, trace
Mean (mm): 0.14, Phi Sorting: 0.87
fine to coarse sand -sized shells in matrix,
Shell: 4%, Fines (#200) - 44.02 (SM)
trace organic silt in matrix, burrows, and
laminations, medium plasticity, soft, black
(5Y-2.5/1), (CL).
-7.9
2.5
Sample #S-2, Depth = 2.5' - 5.8'
Poorly graded SAND with clay, mostly fine
Mean (mm): 0.11, Phi Sorting: 0.47
quartz sand, few inorganic clay in burrows,
I„
Shell. 0%, Fines (#200) - 10.42 (SP-SM)
trace organic silt in burrows (primarily
N
between 2.5-3.8'), loose, bioturbated,
(10Y-5/2),(SP-SC).
-11.2
5.8
End of Boring
SAJ FORM 1636 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W,
Ht!
F1167

1
2
3
E
5
5
7
RECEIVED
OCT 31 2019
1 H!)CM-MHD CITY
OFC-13
Moffatt & Nichol
Deer Creek &
Old Ferry Channel,
Carteret County
Navigation Project,
North Carolina
Top Elev. (ft MLW): -5.1
Bottom Elev. (ft MLW): -13.4
Notes:
- Photo Mosaic Image
- Photo Scale in Feet
HEr
Athena Technologies, Inc.,
1293 Graham Farm Road
McClellanville, SC 29458
www.athenatechnologies.com
[phone]

Boring Designation OFC-13
DRILLING LOG
CLIENT
PROJECT OWNER
SMEET 1
Moffatt & Nichol
Carteret County, North Carolina
OF 1 SHEETS
1. PROJECT
S. SIZE AND TYPE OF BIT 3.0 In.
Deer Creek and Old Ferry Channel
10. COORDINATE SYSTEMMATUM HORIZONTAL VERTICAL
Carteret County Navigation Project, North Carolina
NC State Plane NAD 1983 MLW
2. BORING DESIGNATION LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF BRILL Q AUTO HAMMER
OFC-13 X = 2,586,031 Y = 346,326
Q MANUAL HAMMER
2. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
1 3
C. NAMC OF DRILLER
13. TOTAL NUMBER CORE BOXES
P. McClellan
14. WATER DEPTH 7.2 Ft.
S. DIRECTION OF BORING ;DEG. FROM 1 DRAPING
STARTED i COMPLETED
® VERTICAL VERTICAL
Q INCLINED i
15. DATE BORING i 01-22-1911:23i 01-22-19
S. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -5.1 Ft.
T. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 8.3 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
S. TOTAL DEPTH OF BORING 10.0 Ft.
A. Freeze
CLly.
Sc L!
D
m CLASSIFICATION OF MATERIALS
%
REC.
Bd
A
REMARKS
(R)
(�)
W Depths and elevations based on msasurotl valuss
e
-5.1
0.0
i
Clayey ; mostly fine quartz sand, little
Sample #S-1, Depth= - .
inorganic Gay in matrix, burrows, and layers,
Mean (mm): 0.14, Phi Sorting: 0.56
trace fine to medium sand -sized shells in
Shell: 2%, Fines (#200) - 24.26 (SM)
-6.3
1.2
matrix, loose, bioturbated, black (5Y-2.511),
SC.
Sample #S-2, Depth = 1.2' - 2.4'
a
Mean (mm): 0.15, Phi Sorting: 0.60
0o y graded AND with day; mostly ne
quartz sand, few inorganic clay in matrix,
rp
Shell: 2%, Fines (#200) - 8.78 (SP-SM)
-7.5
2.4
burrows, laminations, and layers, trace fine
to coarse sand -sized shells in matrix, trace
Sample #S-3, Depth = 2.4'- 4.2'
organic silt in matrix and burrows, loose,
Mean (mm): 0.13, Phi Sorting: 0.69
bioturbaled, dark greyish brown (2.5Y-4/4
c?
Shell: 0%, Fines (#200) - 9.16 (SP-SM)
SP-SC .
In
Poorly graded SANIJ with Gay; mostly fine to
medium quartz sand, few inorganic Gay in
9 3
42
burrows, trace medium as to fine
gravel -sized quartz in matrix and in
lamination at 4.0-4.1', loose, bioturbated,
color grades to olive (5Y 514) from, greenish
gray 1OY-611). (SP-SC).
any LAY; mostly inorganic clay in layers,
little fine quartz sand in layers at 5.0-5.2' and
5.5-5.8', few medium sand to fine
gravel -sized quartz in matrix at 6.0-6.2' and
6.5-7.0', soft/loose, color alternates between
-12.3
7.2
dark grayish brown (2.5Y 412) and, dark
yellowish broom 1OPI
0o y graded ANDrtzsand,
trace inorganic Gose,-13.5
8.4
subangular, bioturb2.5Y-713
i
I
i
I
I
i
i
i
i
i
I
End of Baring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
10
15

APPENDIX B
Laboratory Analytical Reports
RECEIVED
O C T 3 1 2019 tMcC ellanvi291 lle, sou h Caro Carolina 29458
iE KHE [phone]
GCE ,11 DCM-MHD CITY wvneathenatechnologles.com

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth: 0.2/2.8
Project No.: EQ191043 Date: 3/1/2019
Boring No.: DC-1
Sample No.: S-1
Description: I SILTY SAND, mostly medium to fine-grained quartz, some silt, trace coarse to fine
sand -size shell fragments, trace fine gravel -size shell fragments (SM) 5Y 811
Tare Weight, (g): 48.99
(with tare)
�_"(withtare)
Dry Weight After Washing (g):
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
/o Passing
Approx.o
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
1 0.00
100.00
0
0.00
5/16
7.938
0.39
99.65
100
0.39
#3.5
5.600
0.00
99.65
0
0.00
#4
4.750
0.00
99.65
0
0.00
#5
4.000
0.13
99.54
100
0.13
#7
2.800
0.18
99.37
100
0.18
#10
2.000
0.19
99.20
100
0.19
#14
1.400
0.21
99.02
100
0.21
#18
1.000
0.22
98.82
100
0.22
#25
0.710
0.31
98.54
90
0.28
#35
0.500
0.53
98.07
50
0.27
#45
0.355
1.15
97.04
30
0.35
#60
0.250
3.34
94.06
10
0.33
#80
0.180
8.82
86.17
5
0.44
#120
0.125
22.50
66.06
0
0.00
#170
0.090
21.15
47.16
0
0.00
#200
0.075
12.52
35.97
0
0.00
#230
0.063
5.40
31.14
0
0.00
Total Shell Content:
3
RECEIVE[
7
OCT 31 2019

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Project M&N Deer Creek & Old Ferry Channel
GRADATION
ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual classification
MAY 63

Project:
Project No.:
Boring No.:
Sample No.:
Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
EQ191043
Depth: 2.8/3.6
Date: 3/1 /2019
Description: SILTY SAND, mostly fine-grained quartz, little silt, trace medium to fine sand -sized
shell fragments, trace fibrous and amorphous organic matter (SM) 5Y 5/1
Tare Weight, (g): 50.94
179.66 (with tare)
Dry Weight After Washing (g): I (with tare)
Sieve Size
(Name)
Sieve Size
(mm )
Weight
Retained (g)
% Passing
Approx.Approx.
Visual Shell
%
Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
0.00
100.00
01
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.00
100.00
0
0.00
#7
2.800
0.01
99.99
100
0.01
#10
2.000
0.01
99.98
100
0.01
#14
1.400
0.12
99.89
50
0.06
#18
1.000
0.14
99.78
30
0.04
#25
0.710
0.37
99.50
50
0.19
#35
0.500
0.73
98.93
20
0.15
#45
0.355
2.02
97.36
10
0.20
#60
0.250
7.76
91.33
5
0.39
#80
0.180
23.13
73.36
0
0.00
#120
0.125
54.75
30.83
0
0.00
#170
1 0.090
19.72
15.51
0
0.00
#200
1 0.075
4.061
12.35
0
0.00
#230
1 0.063
1.361
11.30
0
Total Shell Content:
1
ED
OCT 31 2019
DCM-MHD CITY

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Project M&N Deer Creek & Old Ferry Channel
GRADATION
ENG FORM 2087 The USG classification Is oases on laboratory gram size blstuoubon anb MUM ViddwiludLIon
MAY 63

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth: 0/2.0
Project No.: EQ191043 Date: 3/1/2019
Boring No.: DC-2
Sample No.: S-1
Description: SILTY SAND, mostly fine-grained quartz, some silt, trace coarse to fine sand -size
shell fragments, trace fine gravel -size shell fragments, trace fibrous and amorphous
organic matter ISM) 5Y 5l1
re
Dry Weight After Washing (g):
(with tare)
(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
o /o Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
1 0.00
100.00
0
0.00
5/16
7.938
0.53
99.54
100
0.53
#3.5
5.600
1.23
98.48
100
1.23
#4
4.750
0.01
98.47
100
0.01
#5
4.000
0.23
98.27
100
0.23
#7
2.800
0.40
97.92
100
0.40
#10
2.000
0.30
97.66
100
0.30
#14
1.400
0.51
97.22
70
0.36
#18
1.000
0.59
96.71
90
0.53
#25
0.710
0.66
96.14
70
0.46
#35
0.500
1.06
95.22
50
0.53
#45
0.355
2.20
93.32
30
0.66
#60
0.250
4.36
89.55
20
0.87
#80
0.180
6.76
83.70
5
0.34
#120
0.125
15.66
70.14
0
0.00
#170
0.090
15.36
56.85
0
0.00
#200
0.075
9.241
48.85
0
0.00
#230
0.063
4.491
44.971
01
0.00
Total Shell Content: 1 6 1 RECEIVED
OCT 31 2019
DCM-MHD CITY

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mmmmmm
Project M&N Deer Creek & Old Ferry Channel
fragments, trace fibrous and amorphous
matter l 5Y 5/1
Boring No. DC-2
GRADATIONorganic
ENG FORM 2087 ' The USC classification is based on laboratory gram size distribution and visual c assi Ica ion
MAY 63

Terracon
9655 Florida Mininq Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth: 2.0/3.4
Project No.: EQ191043 Date: 3/1/2019
Boring No.: DC-2
Sample No.: S-2
Description: SILTY SAND, mostly medium to fine-grained quartz, little silt, trace medium to fine
sand -size shell fragments, trace fibrous and amorphous organic matter ISM) 5Y 6l1
Tare Weight, (g): 1 51.99
173.78 (with tare)
Dry Weight After Washing (g): I I (with tare)
Sieve Size
Name
(Name)
Sieve Size
mm
( )
Weight
Retained (g)
°
/° Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19,000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
1 0.00
100.00
0
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.00
100.00
0
0.00
#7
2.800
0.00
100.00
0
0.00
#10
2.000
0.18
99.85
0
0.00
#14
1.400
0.24
99.66
10
0.02
#18
1.000
0.36
99.36
0
0.00
#25
0.710
0.60
98.87
0
0.00
#35
0.500
1.49
97.64
0
0.00
#45
0.355
3.63
94.66
0
0.00
#60
0.250
10.39
86.13
0
0.00
#80
0.180
22.82
67.39
0
0.00
#120
0.125
45.77
29.81
0
0.00
#170
0.090
13.83
18.46
0
0.00
#200
0.075
2.731
16.22
0
0.00
#230
0.063
1.211
15.221
01
0.00
Total Shell Content: 1 0 1
AMIMHEALi4pi
OCT 31 2019
DCM-MHD CITY

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M&N Deer Creek & Old Ferry Channel
SILTY SAND, mostly medium to fine-
grained quartz, little silt, trace medium to
MM�MMM!Projeclt
GRADATION
ENG FORM 2087 ' The USG classification is based on laboratory gram size distribution and visual ciassmcation
MAY 63

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth: 0/3.9
Project No.: EQ191043 Date: 3/1/2019
Boring No.: DC-3
Sample No.: S-1
Description: I ELASTIC SILT with sand, little fine-grained quartz sand, trace silt, trace fine sand -
sized shell fragments, trace fibrous and amorphous organic matter (MH) 5Y 511
Tare Weight, (g): 50.15
151.20 (with tare)
Dry Weight After Washing (g): (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
o /o Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
1 0.00
100.00
0
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.00
100.00
0
0.00
#7
2.800
0.00
100.00
0
0.00
#10
2.000
0.18
99.82
0
0.00
#14
1.400
0.43
99.40
0
0.00
#18
1.000
0.58
98.82
0
0.00
#25
0.710
0.74
98.09
10
0.07
#35
0.500
0.77
97.33
0
0.00
#45
0.355
0.72
96.62
5
0.04
#60
0.250
0.92
95.71
0
0.00
#80
0.180
1.41
94.31
0
0.00
#120
0.125
4.58
89.78
0
0.00
#170
0.090
4.42
85.40
0
0.00
#200
1 0.075
2.911
82.521
0
0.00
#230
1 0.063
�__2.001
80.541
0
Total Shell Content:
0
OCT 31 2019
DCM-MHD CITY

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Project M&N Deer Creek & Old Ferry Channel
Boring No. DC-3
GRADATION
ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution anct visual classification
MAY 63

Project:
Project No.:
Boring No.:
Sample No.:
Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
MIN Deer Creek & Old Ferry Channel Depth: 3.9/5.8
EQ191043 Date: 3/1 /2019
DC-3
Description: I SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace fibrous
and amorphous organic matter (SP) 5Y 6l1
Tare Weight, (g): 49.71
181.53 (with tare)
Dry Weight After Washing (g): I I (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
Passing
Approx.Approx.
Visual Shell%
Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
1 0.00
100.00
0
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.01
99.99
0
0.00
#5
4.000
0.02
99.98
0
0.00
#7
2.800
0.14
99.87
0
0.00
#10
2.000
0.15
99.76
0
0.00
#14
1.400
0.29
99.54
0
0.00
#18
1.000
0.60
99.08
0
0.00
#25
0.710
1.20
98.17
0
0.00
#35
0.500
2.67
96.15
0
0.00
#45
0.355
5.99
91.60
0
0.00
#60
0.250
16.92
78.77
0
0.00
#80
0.180
33.17
53.60
0
0.00
#120
0.125
49.75
15.86
0
0.00
#170
0.090
13.01
5.99
0
0.00
#200
0.075
2.201
4.32
0
0.00
#230
1 0.063
0.531
3.921
01
0.00
Total Shell Content: 0 1 RECEIVED
OCT 31 2019
I

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M&N Deer Creek:.. Ferry Channel
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mmomm�Project
GRADATION
ENG FORM 2087 e classification is Dasea on taDGralory gram size is n u ion —anrvisual c assi ica lon
MAY 63

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:
M&N Deer Creek & Old Ferry Channel Depth: 0/2.1
Project No.:
EQ191043 Date: 3/112019
Boring No.:
DC-4
Sample No.:
S-1
ELASTIC SILT, few fine-grained quartz sand, trace medium to fine sand -sized shell
Description:
fragments, trace fibrous and amorphous organic matter (MH) 5Y 5/1
Tare Weight, (g): 1 50.07
Dry Weight After Washing (g):
(with tare)
(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
o /o Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
0.00
100.00
01
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.00
100.00
0
0.00
#7
2.800
0.00
100.00
0
0.00
#10
2.000
0.00
100.00
0
0.00
#14
1.400
0.01
99.98
10
0.00
#18
1.000
0.01
99.96
10
0.00
#25
0.710
0.01
99.95
10
0.00
#35
0.500
0.02
99.91
20
0.00
#45
0.355
0.05
99.82
50
0.03
#60
0.250
0.22
99.42
10
0.02
#80
0.180
0.53
98.46
0
0.00
#120
0.125
1.39
95.95
0
0.00
#170
0.090
0.78
94.53
0
0.00
#200
1 0.075
0.351
93.90
0
0.00
#230
0.063
0.21
93.52
0
0.00
Total Shell Content:
0
REvEI\ _7D
OCT 31 2019

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M&N Deer Creek & Old Ferry Channel
ELASTIC SILT, few fine-grained quartz
sand, trace medium to fine sand -sized
�M�M�MlProject
GRADATION
ENG FORM 2087 ' I ne use aassmcauon is oasea on raoorarory gram size aisrnounon anu visual
MAY 63

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth: 0/0.6
Project No.: EQ191043 Date: 3/1/2019
Boring No.: DC-5
Sample No.: S-1
Description: SILTY SAND, mostly fine-grained quartz, some silt, few coarse to fine sand -size shell
fragments, trace fine gravel -size shell fragments, trace fibrous and amorphous
organic matter ISM) 5Y 511
are
137.74 (with tare)
Dry Weight After Washing (g): I I (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
/o Passing
Approx.o
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
1 0.00
100.00
0
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.42
99.52
50
0.21
#4
4.750
0.01
99.50
0
0.00
#5
4.000
0.03
99.47
0
0.00
#7
2.800
1.11
98.19
50
0.56
#10
2.000
1.04
96.99
50
0.52
#14
1.400
1.58
95.17
50
0.79
#18
1.000
1.82
93.07
30
0.55
#25
0.710
2.20
90.53
20
0.44
#35
0.500
2.28
87.90
20
0.46
#45
0.355
2.54
84.97
20
0.51
#60
0.250
4.11
80.23
10
0.41
#80
0.180
6.94
72.22
5
0.35
#120
0.125
19.66
49.54
0
0.00
#170
0.090
9.08
39.06
0
0.00
#200
0.075
2.821
35.81
0
0.00
#230
1 0.063
1.371
34.231
01
0.00
Total Shell Content: 1 6 1 RECEIVED
OCT 31 2019
DCM-MHD

U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
e4 3 3 alrz 1 . v] LG ] a a e 10 14 18 A 30 a W 70 IW 1 0 3d1
Sample No. Elev. Or D
• S-1 0/0.6
ekl _ r:none enc7
MAY 63
100 50 10 5
GRAVEL
COBBLES COARSE I FINE I COARSE
pth Classification % C%
SILTY SAND, mostly fine-grained quartz,
some silt, few coarse to fine sand -size
shell fragments, trace fine gravel -size shell
fragments, trace fibrous and amorphous
organic matter (SM) 5Y 5/1
GRADATION CURVES
1 0.5 0.1 0.05
GRAIN SIZE IN MILLIMETERS
SAND
MEDIUM I FINE
G, Shell LL I PL I PI
6 1 Pr(
on
0.01 0.005
SILT OR CLAY
M&N
No. DC-5
3/1/2019
0
10
20
1-
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K
w
60 a
70
80
90
100
0.001

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:
&N Deer
Project No.:
Boring No.:
rEEQ191043
C-5
Sample No.:
2
Depth: 0.6/1.2
Date: 3/1 /2019
Description: SAND, poorly -graded with silt, mostly medium to fine-grained quartz, few silt, trace
coarse to fine sand -size shell and rock fragments, trace fine gravel -size rock
fragments, trace fibrous and amorphous organic matter (SP-SM) 5Y 6/1
Tare Weight, (g): 51.66
129.65 (with tare)
Dry Weight After Washing (g): (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
/o Passing
Approx.o
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/81,
16.000
0.00
100.00
0
0.00
7/16
11.112
1 0.00
100.00
0
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.29
99.63
0
0.00
#4
4.750
0.01
99.62
0
0.00
#5
4.000
0.11
99.47
0
0.00
#7
2.800
0.33
99.05
5
0.02
#10
2.000
0.59
98.29
30
0.18
#14
1.400
0,74
97.35
20
0.15
#18
1.000
1.09
95.95
20
0.22
#25
0.710
1.47
94.06
20
0.29
#35
0.500
1.94
91.58
20
0.39
#45
0.355
2.54
88.32
20
0.51
#60
0.250
4.50
82.55
10
0.45
#80
0.180
8.97
71.05
0
0.00
#120
0.125
32.62
29.22
0
0.00
#170
0.090
12.84
12.76
0
0.00
#200
0.075
2.461
9.601
0
0.00
#230
0.063
0.931
8.411
0
0.00
Total Shell Content:
3
OCT 31 2019
DCM-MHD CITY

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M&N Deer Creek:.. Ferry
®�
MM©MM=Project
Boring No. DC-5
GRADATION
ENG FORM 2087 The USG classification Is based on laboratory grain size distribution and visual ciassmcabon
MAY 63

Project:
Project No.:
Boring No.:
Sample No.:
Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
IM&N Deer Creek & Old Ferry Channel I
DC-5
Depth: 1.2/3.0
Date: 3/1 /2019
Description: SAND, poorly -graded with silt, mostly fine-grained quartz, few silt, trace coarse to
fine sand -size shell fragments, trace fine gravel -size shell fragments (SP-SM) 5Y 7/1
Tare Weight, (g): 50.71
208.21 (with tare)
Dry Weight After Washing (g): I (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
/o Passing
Approx.o
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
1 0.36
99.77
100
0.36
5/16
7.938
0.00
99.77
0
0.00
#3.5
5.600
0.00
99.77
0
0.00
#4
4.750
0.04
99.75
100
0.04
#5
4.000
0.06
99.71
100
0.06
#7
2.800
0.17
99.60
100
0.17
#10
2.000
0.18
99.49
100
0.18
#14
1.400
0.29
99.30
100
0.29
#18
1.000
0.27
99.13
100
0.27
#25
0.710
0.29
98.95
90
0.26
#35
0.500
0.34
98.73
70
0.24
#45
0.355
0.40
98.48
50
0.20
#60
0.250
1.48
97.54
30
0.44
#80
0.180
GlAl
91.56
10
0.94
#120
0.125
74.46
44.29
0
0.00
#170
0.090
42.11
17.55
0
0.00
#200
0.075
11.881
10,011
01
0.00
#230
0.063
4.731
7.001
01
RFCE ftoll
Total Shell Content:
FA
IE
OCT 31 2019
DCM-MHD CITY

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M&N Deer Creek& Old Ferry Channel
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.... .:
Mm©mm=Project
Boring No. DC-5
GRADATION
ENG FORM 2087 * The USC classification is based on laboratory grain size distribution and visual classifcaton
MAY 63

Terracon
9655 Florida Mininq Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:
M&N Deer
Project No.:
EQ191043
Boring No.:
DC-5
Sample No.:
S-4
Depth: 3.0/3.9
Date: 3/1/2019
Description: I SILTY SAND, mostly fine-grained quartz, some silt, few medium to fine sand -sized
shell fragments (SM) 5Y 6/1
Tare Weight, (g): 49.62
178.18 (with tare)
Dry Weight After Washing (g): (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
o /o Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
1 0.00
100.00
0
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.00
100.00
0
0.00
#7
2.800
0.13
99.90
100
0.13
#10
2.000
0.12
99.81
98
0.12
#14
1.400
0.48
99.43
95
0.46
#18
1.000
1.30
98.42
90
1.17
#25
0.710
2.56
96.43
70
1.79
#35
0.500
3.02
94.08
60
1.81
#45
0.355
2.59
92.07
50
1.30
#60
0.250
4.22
88.78
30
1.27
#80
0.180
8.37
82.27
10
0.84
#120
0.125
23.64
63.88
5
1.18
#170
0.090
17.92
49.95
0
0.00
#200
0.075
6.50
44.891
01
0.00
#230
1 0.063
1 3.201
42.401
01
0.00
Total Shell Content:
u,
RECEIVED
OCT 3 1 2019

Project M&N Deer Creek & Old Ferry Channel
Boring No. DC-5
��0���
D0 '
GRADATION
ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual c assi ica lon
MAY 63

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth:
Project No.: EQ191043 Date: 3/1/2019
Boring No.: DC-6
Sample No.: S-1
Description: I SILTY SAND, mostly medium to fine-grained quartz, little silt, trace coarse to fine
sand -size shell fragments, trace fine gravel size rock fragments, trace fibrous and
amorphous matter ISM) 5Y 3/1
Tare Weight, (g): 1 48.96
112.30 (with tare)
Dry Weight After Washing (g): I I (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
o /o Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
0.00
100.00
01
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.57
99.10
0
0.00
#4
4.750
0.00
99.10
0
0.00
#5
4.000
0.00
99.10
0
0.00
#7
2.800
0.64
98.09
0
0.00
#10
2.000
0.36
97.52
0
0.00
#14
1.400
0.44
96.83
5
0.02
#18
1.000
0.47
96.08
5
0.02
#25
0.710
0.56
95.20
5
0.03
#35
0.500
0.51
94.40
5
0.03
#45
0.355
0.63
93.40
0
0.00
#60
0.250
1.03
91.77
0
0.00
#80
0.180
3.87
85.66
0
0.00
#120
0.125
25.44
45.50
0
0.00
#170
0.090
11.25
27.74
0
0.00
#200
1 0.075
1.241
25.78
0
#230
1 0.063
0.491
25.01
0
0.00
Total Shell Content:
0
E
OCT 31 2019
DCM-MHD CITY

mama
Classification
Project M&N Deer Creek & Old Ferry Channel
SILTY SAND, mostly medium to fine-
grained quartz, little silt, trace c to
fine sand -size shell fragm ants t=efin,
gravel size rock fragments, trace fibrous
and amorphous matter (SM) 5Y 3/1
Boring No. DC-6
Date 3/112019
GRADATION
ENG FORM 2087 " 1 fie USG classaicaaon is oasea on laooratory gram size olstnounon ana visual classmcaoon
MAY 63

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:
M&N Deer
Project No.:
EQ191043
Boring No.:
DC-7
Sample No.:
S-1
Depth: 0/3.2
Date: 3/1 /2019
Description: I SAND, poorly -graded, mostly fine-grained quartz, trace silt, trace medium to fine
sand -sized shell fragments (SP) 5Y 7l1
Tare Weight, (g): 51.52
214.56 (with tare)
Dry Weight After Washing (g): (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
o /o Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
1 0.00
100.00
0
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.00
100.00
0
0.00
#7
2.800
0.01
99.99
100
0.01
#10
2.000
0.01
99.99
100
0.01
#14
1.400
0.08
99.94
98
0.08
#18
1.000
0.16
99.84
95
0.15
#25
0.710
0.23
99.70
90
0.21
#35
0.500
0.25
99.55
80
0.20
#45
0.355
0.35
99.33
70
0.25
#60
0.250
3.21
97.36
30
0.96
#80
0.180
28.27
80.02
5
1.41
#120
0.125
95.09
21.70
0
0.00
#170
0.090
26.65
5.35
0
0.00
#200
0.075
3.02
3.50
0
0.00
#230
1 0.063
0.71
3.07
0
'yam
Total Shell Content:
2
/E D
OCT 31 2019
DCM-MHD CITY

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Project M&N Deer Creek & Old Ferry Channel
quartz, trace silt, trace medium to fine
sand -sized shell fragments (SP) 5Y 7/1
Boring No. DC-7
GRADATION
ENG FORM 2087 The USC classification is based on laboratory grain size distribution and visual classification
MAY 63

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth: 0/1.0
Project No.: EQ191043 Date: 3l1/2019
Boring No.: DC-8
Sample No.: S-1
Description: I
SAND, poorly -graded, mostly fine-grained quartz, few coarse to fine sand -sized shell
fragments, trace silt, trace fine gravel -size shell fragments (SP) 5Y 7/1
Tare Weight, (g): 52.32
198.10 (with tare)
Dry Weight After Washing (g): (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
o /o Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
1 0.00
100.00
0
0.00
5/16
7.938
2.97
97.96
100
2.97
#3.5
5.600
0.70
97.48
100
0.70
#4
4.750
0.00
97.48
0
0.00
#5
4.000
0.02
97.47
100
0.02
#7
2.800
0.28
97.28
100
0.28
#10
2.000
0.07
97.23
100
0.07
#14
1.400
0.21
97.08
100
0.21
#18
1.000
0.24
96.92
98
0.24
#25
0.710
0.36
96.67
90
0.32
#35
0.500
0.38
96.41
80
0.30
#45
0.355
0.76
95.89
50
0.38
#60
0.250
5.41
92.18
30
1.62
#80
0.180
27.30
73.45
5
1.37
#120
0.125
82.73
16.70
0
0.00
#170
0.090
19.16
3.56
0
0.00
#200
0.075
1.931
2.24
0
0.00
#230
0.063
0.421
1.951
0
0.00
Total Shell Content: 1 6 1 RECEIVED
OCT 31 2019
DCM-MHD CITY

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Project M&N Deer Creek & Old Ferry Channel
shell fragments (SP) 5Y 7/1
Boring No. DC-8
GRADATION
ENG FORM 2087 The USC classification is based on laboratory grain size distribution and visual c assi ica ion
MAY 63

Project:
Project No.:
Boring No.:
Sample No.:
Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
M&N Deer Creek & Old Ferry Channel Depth: 010.5
EQ191043 I Date: 3/1 /2019
Description: SAND, poorly -graded, mostly medium to fine-grained quartz, little coarse to fine
sand -size shell fragments, few coarse to fine gravel -size shell fragments, trace silt
(SP) 5Y 7l1
Tare Weight, (g): 51.36
226.11 (with tare)
Dry Weight After Washing (g): (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
o /o Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
14.51
91.70
100
14.51
5/8"
16.000
4.13
89.33
100
4.13
7/16
11.112
7.57
85.00
100
7.57
5/16
7.938
4.49
82.43
100
4.49
#3.5
5.600
2.74
80.86
100
2.74
#4
4.750
0.97
80.31
100
0.97
#5
4.000
1.94
79.20
100
1.94
#7
2.800
1.99
78.06
100
1.99
#10
2.000
1.88
76.98
100
1.88
#14
1.400
2.11
75.78
100
2.11
#18
1.000
1.43
74.96
95
1.36
#25
0.710
1.07
74.35
70
0.75
#35
0.500
1.34
73.58
60
0.80
#45
0.355
4.22
71.16
40
1.69
#60
0.250
13.86
63.23
20
2.77
#80
0.180
36.20
42.52
5
1.81
#120
0.125
57.47
9.63
0
0.00
#170
0.090
10.48
3.63
0
0.00
#200
0.075
1.541
2.75
0
0.00
#230
1 0,063
0.401
2.52
0
0.00
Total Shell Content:
29

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• .Classificationsmb,
Project M&N Deer Creek & Old Ferry Channel
poorly -graded, mostly medium to
fine-grained quartz, little coarse to fine
sand -size shell fragments, few coarse to
Date 3/112019
GRADATION
ENG FORM 2087 ' The USC classification is based on laboratory gram size oistrioution and visual c assi ica ion
MAY 63

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth: 0.5/1.6
Project No.: EQ191043 Date: 3/1/2019
Boring No.: DC-9
Sample No.: S-2
Description: I SILTY SAND, mostly medium to fine-grained quartz sand, little coarse to fine sand -
size shell fragments, little silt, little coarse to fine gravel -size shell fragments ISM)
5Y 5/1
Tare Weight, (g): 51.82
160.44 (with tare)
Dry Weight After Washing (g): I I (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
/o Passing
Approx.o
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
7.46
93.13
100
7.46
5/8"
16.000
7.03
86.66
100
7.03
7/16
11.112
1 6.57
80.61
100
6.57
5/16
7.938
6.34
74.77
100
6.34
#3.5
5.600
2.46
72.51
100
2.46
#4
4.750
0.97
71.62
100
0.97
#5
4.000
0.55
71.11
100
0.55
#7
2.800
1.47
69.76
100
1.47
#10
2.000
1.39
68.48
100
1.39
#14
1.400
1.10
67.46
100
1.10
#18
1.000
0.90
66.64
98
0.88
#25
0.710
0.88
65.83
95
0.84
#35
0.500
0.83
65.06
70
0.58
#45
0.355
0.84
64.29
60
0.50
#60
0.250
1.42
62.98
40
0.57
#80
0.180
3.18
60.05
20
0.64
#120
0.125
13.48
47.64
5
0.67
#170
0.090
15.02
33.82
0
0.00
#200
0.075
7.261
27.13
01
0.00
#230
0.063
2.941
24.42
0
Total Shell Content
37
• SP]
OCT 31 2019
DCM-MHD CITY

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mmmmmm
M&N Deer Creek.. Ferry
®�
mostly fine-
g'rained quartz sand, little coarse Ito 1,,n
M_MMMM�Project
GRADATION
ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual classmcabon
MAY 63

Project:
Project No.:
Boring No.:
Sample No.:
Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
M&N Deer Creek & Old Ferry Channel Depth: 1.612.7
EQ191643 Date: 3/1 /2019
Description: SILTY SAND, mostly fine-grained quartz, little silt, trace coarse to fine sand -size
shell fragments, trace coarse to fine gravel -size shell fragments ISM) SY 6/1
Tare Weight, (g):-1 51.40
166.20 (with tare)
Dry Weight After Washing (g): I (with tare)
Sieve Size
(mm)
Weight
Retained (g)
o
/o Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
19.000
2.87
97.50
100
2.87
16.000
0.00
97.50
0
0.00
110
11.112
0.00
97.50
0
0.00
7.938
0.00
97.50
0
0.00
5.600
0.00
97.50
0
0.00
4.750
0.00
97.50
0
0.00
4.000
0.06
97.45
100
0.06
2.800
0.10
97.36
100
0.10
2.000
0.26
97.13
100
0.26
#14
1.400
0.28
96.89
100
0.28
#18
1.000
0.40
96.54
98
0.39
#25
0.710
0.44
96.16
50
0.22
#35
0.500
0.59
95.64
20
0.12
#45
0.355
0.61
95.11
10
0.06
#60
0.250
0.95
94.29
10
0.10
#80
0.180
1.97
92.57
5
0.10
#120
0.125
25.16
70.65
1
0.25
#170
0.090
41.42
34.57
0
0.00
#200
0.075
12.031
24.09
0
0.00
#230
0.063
3.241
21.271
0
I otal Shell Content:
4
c
OCT 91 1019
DCM-MH0 CITY

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P,,i,,t M&N Deer Creek & Old Ferry Channel
size shell fragments (SM) 5Y 6/1
GRADATION
ENG FORM 2087 " 10e USG ctassmcanon is oasea on iaoorarory grain size oisrnounon anu visual
MAY 63.

Terracon
9655 Florida Mininq Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deter & Old Ferry Channel Depth: 0/2.4
Project No.: EQ191043 Date: 3/1/2019
Boring No.: OFC-1
Sample No.: S-1
Description: I ELASTIC SILT with sand, little fine-grained quartz sand, trace fine sand -sized shell
fragments, trace fibrous and amorphous organic matter (MH) 5Y 5/1
Tare Weight, (g): 1 51.07
153.69 (with tare)
Dry Weight After Washing (g): I (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
o /o Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
0.00
100.00
01
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.00
100.00
0
0.00
#7
2.800
0.00
100.00
0
0.00
#10
2.000
0.00
100.00
0
0.00
#14
1.400
0.04
99.96
2
0.00
#18
1.000
0.04
99.92
5
0.00
#25
0.710
0.06
99.86
10
0.01
#35
0.500
0.07
99.80
50
0.04
#45
0.355
0,06
99.74
50
0.03
#60
0.250
0.29
99.45
20
0.06
#80
0.180
3.36
96.18
0
0.00
#120
0.125
11.09
85.37
0
0.00
#170
0.090
6.60
78.94
0
0.00
#200
1 0.075
5.461
73.62
0
0.00
#230
1 0.063
4.221
69.51
0
0.00
Total Shell Content:
0
RECEIVED
OCT 31 2019

Deer Creek:.. Ferry
®�
..a...Project
Boring No. OFC-1
GRADATION
ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual classification
MAY 63

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:
M&N Deer Creek & Old Ferry Channel Depth: 0/2.2
Project No.:
EQ191043 Date: 3/1/2019
Boring No.:
OFC-2
Sample No.:
S-1
Description:
SILTY SAND, mostly medium to fine-grained quartz, little silt, trace coarse to fine
sand -size shell fragments, trace fine gravel -size shell fragments, trace fibrous and
amorphous organic matter (SM) 5Y 511
Weight, (g): 1 49.63
Dry Weight After Washing (g):
(with tare)
(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
o /o Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
0.33
99.71
100
0.33
5/16
7.938
0.12
99.61
100
0.12
#3.5
5.600
0.22
99.41
100
0.22
#4
4.750
0.15
99.28
100
0.15
#5
4.000
0.10
99.20
100
0.10
#7
2.800
0.15
99.06
100
0.15
#10
2.000
0.47
98.65
100
0.47
#14
1.400
0.43
98.28
95
0.41
#18
1.000
0.47
97.87
90
0.42
#25
0.710
0.34
97.57
80
0.27
#35
0,500
0.43
97.19
50
0.22
#45
0.355
0.58
96.69
30
0.17
#60
0.250
3.49
93.63
10
0.35
#80
0.180
24.14
72.53
5
1.21
#120
0.125
41.79
35.98
0
0.00
#170
0.090
8.65
28.42
0
0.00
#200
1 0.075
2.991
25.80
0
0.00
#230
1 0.063
1.631
24.38
0
Total Shell Content:
4
OCT 31 2019
DCM-MHD CITY

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Project M&N Deer Creek & Old Ferry Channel
SILTY SAND, mostly medium to fine-
grained quartz, III silt, trace coarse to
and amorphous organic matter (SM) 5Y
5/1
Boring No. OFC-2
GRADATIONClassification
ENG FORM 2087 The USC classification is based on laboratory gram size distribution an visua c assi Ica on
MAY 67

Project:
Project No.
Boring No.:
Sample No.
Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
EQ191043
S-2
Depth: 2.2/4.4
Date: 3/1/2019
Description: SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium
to fine sand -sized shell fragments (SP) N 8/N
Tare Weight, (g): 1 49.53
(with tare)
P"(withtare)
Dry Weight After Washing (g):
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
/o Passing
Approx.o
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
0.00
100.00
01
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.00
100.00
0
0.00
#7
2.800
0.00
100.00
0
0.00
#10
2.000
0.00
100.00
0
0.00
#14
1.400
0.01
99.99
100
0.01
#18
1.000
0.01
99.99
50
0.01
#25
0.710
0.01
99.98
10
0.00
#35
0.500
0.21
99.83
5
0.01
#45
0.355
1.15
99.01
1
0.01
#60
0.250
8.39
93.05
0
0.00
#80
0.180
51.29
56.58
0
0.00
#120
0.125
72.27
5.19
0
0.00
#170
0.090
5.24
1.46
0
0.00
#200
0.075
0.271
1.27
0
0.00
#230
1 0.063
0.021
1.26
0
Total Shell Content:
0
OCT 31 2019
DCM-MHD CITY

11
mama
Project M&N Deer Creek & Old Ferry Channel
SAND, poorly -graded, mostly medium to
fine-grained quartz t
GRADATION
ENG FORM 2087 `The USC classification is based on laboratory grain size distribution and visual classmcabon
MAY 63

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth: 4.4/5
Project No.: EQ191043 Date: 3/1/2019
Boring No.: OFC-2
Sample No.: S-3
Description: SAND, poorly -graded, mostly medium to fine-grained quartz, little coarse to fine
sand -size shell and rock fragments, little fine gravel -size shell and rock fragments,
trace silt (SP) N 8/N
Tare Weight, (g): 1 50.60
191.44 (with tare)
Dry Weight After Washing (g): I I (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
/o Passing
Approx.o
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
2.30
98.37
100
2.30
7/16
11.112
10.40
90.98
100
10.40
5/16
7.938
5.58
87.02
100
5.58
#3.5
5.600
5.52
83.10
98
5.41
#4
4.750
2.42
81.38
100
2.42
#5
4.000
2.54
79.58
98
2.49
#7
2.800
4.37
76.48
98
4.28
#10
2.000
4.27
73.45
80
3.42
#14
1.400
3.98
70.62i120
2.79
#18
1.000
3.57
68.08
1.79
#25
0.710
3.76
65.41
1.88
#35
0.500
4.99
61.87
1.50
#45
0.355
6.90
56.97
1.38
#60
0.250
14.28
46.83
2.86
#80
0.180
33.19
23.27
10
3.32
#120
0.125
28.49
3.04
5
1.42
#170
0.090
1.64
1.87
0
0.00
#200
1 0.075
0.231
1.71
0
0.00
#230
1 0.063
0.011
1.70
0
0.00
Total Shell Content:
38
RECEIVI
ED
OCT 31 2019
DCM-MHD CITY

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Project M&N Deer Creek & Old Ferry Channel
SAND, poorly -graded, mostly medium to
fine-grained quartz, little coarse to fine
sand -size shell and roc;
GRADATION
ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual classification
MAY 63

Terracon
9655 Florida Mininq Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth: 0/3.2
Project No.: EQ191043 Date: 3/1/2019
Boring No.: OFC-3
Sample No.: S-1
Description: I
SAND, poorly -graded, mostly fine-grained quartz, few medium to fine sand -size shell
fragments, trace silt (SP) 5Y 7/1
Tare Weight, (g): 52.10
182.21 (with tare)
Dry Weight After Washing (g): I I (with tare)
Sieve Size
(Name)
Name
Sieve Size
mm
( )
Weight
Retained (g)
�o Passing
Approx.o
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
1 0.00
100.00
0
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.00
100.00
0
0.00
#7
2.800
0.00
100.00
0
0.00
#10
2.000
0.01
99.99
100
0.01
#14
1.400
0.02
99.98
100
0.02
#18
1.000
0.04
99.95
100
0.04
#25
0.710
0.08
99.88
90
0.07
#35
0.500
0.08
99.82
70
0.06
#45
0.355
0.16
99.70
50
0.08
#60
0.250
1.05
98.89
40
0.42
#80
0.180
11.62
89.96
20
2.32
#120
0.125
68.67
37.18
5
3.43
#170
0.090
37.61
8.28
0
0.00
#200
0.075
5.591
3.98
0
0.00
#230
0.063
1.251
3.021
01
0.00
Total Shell Content: 1 5 1 RECEIVED
OCT 31 Z019

Project M&N Deer Creek & Old Ferry Channel
fragments, tram siI
GRADATION CURVES
ENG FORM 2087 i ne use aassmcanon is uasea on ianorarory gram size utsu.uuuun anu v.suai
MAY 63

Project:
Project No.:
Boring No.:
Sample No.:
Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
M&N Deer Creek & Old Ferry Channel Depth: 3.2/4.9
EQ191043 Date: 1 3/1 /2019
Description: I SILTY SAND, mostly fine-grained quartz, little silt, trace coarse to fine sand -size
shell fragments (SM) 5Y 6/1
Tare Weight, (g): 50.36
166.35 (with tare)
Dry Weight After Washing (g): (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
/o Passing
Approx.o
Visual Shell
o/o
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
0.00
100.00
01
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.05
99.96
100
0.05
#7
2.800
0.01
99.95
100
0.01
#10
2.000
0.02
99.93
100
0.02
#14
1.400
0.05
99.89
100
0.05
#18
1.000
0.08
99.82
98
0.08
#25
0.710
0.11
99.72
70
0.08
#35
0.500
0.12
99.62
50
0.06
#45
0.355
0.18
99.47
40
0.07
#60
0.250
0.50
99.03
30
0.15
#80
0.180
2.00
97.31
20
0.40
#120
0.125
37.90
64.63
10
3.79
#170
0.090
45.99
24.98
0
0.00
#200
0.075
11.61
14.98
0
0.00
#230
1 0.063
3.401
12.04
0
0.00
Total Shell Content:
4
RECEIVE
U
OCT 31 2019

on
Classification
Project M&N Deer Creek & Old Ferry Channel
SILTY SAND, mostly fine-grained quartz,
little silt, trace coarse to fine sand -size
s hell fragments ISM) 5Y 6/1
Boring No. OFC-3
Date 311/2019
GRADATION
ENG FORM 2087 The USC classification is based on laboratory grain size distribution and visual c assi ica ion
MAY 63

Project:
Project No.:
Boring No.:
Sample No.:
Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
IM&N Deer Creek & Old Ferry Channel I
OFC-3
Depth: 4.917.5
Date: 3/1 /2019
Description: (SILTY SAND, mostly medium to fine-grained quartz, little silt, few coarse to fine sa
size shell fragments, few medium to fine gravel -size shell fragments ISM) 5Y 611
Tare Weight, (g): 1 49.54
199.64 (with tare)
Dry Weight After Washing (g): I 1(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
o
/o Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
3.82
97.46
100
3.82
5/8"
16.000
0.00
97.46
0
0.00
7/16
11.112
0.93
96.84
100
0.93
5/16
7.938
1.80
95.64
100
1.80
#3.5
5.600
1.07
94.92
100
1.07
#4
4.750
0.00
94.92
0
0.00
#5
4.000
0.07
94.88
100
0.07
#7
2.800
0.37
94.63
100
0.37
#10
2.000
0.15
94.53
100
0.15
#14
1.400
0.18
94.41
100
0.18
#18
1.000
0.31
94.20
100
0.31
#25
0.710
0.44
93.91
90
0.40
#35
0.500
0.67
93.46
50
0.34
#45
0.355
1.23
92.64
30
0.37
#60
0.250
7.21
87.84
20
1.44
#80
0.180
35.41
64.25
10
3.54
#120
0.125
48.00
32.27
5
2.40
#170
0.090
11.92
24.33
0
0.00
#200
1 0.075
5.651
20.57
0
0.00
#230
1 0.063
2.241
19.07
0
0.00
Total Shell Content:
11
HLULI
(ED
OCT 31 2019
DCM-MHD CITY

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....Classificationmmmmm�
ProjectDeer & Old Ferry
®�
6/1
Boring No. OFC-3
GRADATION
ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual c assi Ica ion
MAY 63

Project:
Project No.:
Boring No.:
Sample No.:
Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
EQ191043
S-1
Depth: 0/8.1
Date: 3/1 /2019
Description: SILTY SAND, mostly medium to fine-grained quartz, little silt, few coarse to fine
size shell fragments ISM) 5Y 6/1
Tare Weight, (g): 51.30
180.19 (with tare)
Dry Weight After Washing (g): I I (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
o /o Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/81,
16.000
0.00
100.00
0
0.00
7/16
11.112
0.00
100.00
01
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.17
99.87
100
0.17
#4
4.750
0.00
99.87
0
0.00
#5
4.000
0.07
99.81
100
0.07
#7
2.800
0.12
99.72
100
0.12
#10
2.000
0.21
99.56
100
0.21
#14
1.400
0.52
99.15
100
0.52
#18
1.000
1.16
98.25
98
1.14
#25
0.710
0.91
97.55
90
0.82
#35
0.500
0.83
96.90
60
0.50
#45
0.355
0.81
96.28
40
0.32
#60
0.250
2.35
94.45
30
0.71
#80
0.180
14.25
83.40
10
1.43
#120
0.125
43.03
50.01
5
2.15
#170
0.090
27.38
28.77
0
0.00
#200
1 0.075
7.561
22.90
0
0.00
#230
1 0.063
2.961
20.61
0
Total Shell Content:
6
OCT 31 2019
DCM-MHD CITY

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„
Classification
Project M&N Deer Creek & Old Ferry Channel
SILTY SAND, mostly medium to fine-
sand -size shell fragments (SM) 5Y 6/1
GRADATION
ENG FORM 2087 - 1 ne use ciassmcanon is oaseu on wouraiory yram mce uimouuuun auu vsua,
MAY 63

Terracon
9655 Florida Mininq Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth: 0/3.4
Project No.: EQ191043 Date: 3/1/2019
Boring No.: OFC-5
Sample No.: S-1
Description: I SAND, poorly -graded, mostly fine-grained quartz, few coarse to fine sand -size shell
fragments, trace silt, trace fine gravel -size shell fragments (SP) 5Y 6/1
Tare Weight, (g): 51.86
199.76 (with tare)
Dry Weight After Washing (g): I I (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
o /o Passing
Approx.
Visual Shell
o/o
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
0.00
100.00
01
0.00
5/16
7.938
0.29
99.80
100
0.29
#3.5
5.600
0.03
99.78
100
0.03
#4
4.750
0.00
99.78
0
0.00
#5
4.000
0.00
99.78
0
0.00
#7
2.800
0.00
99.78
0
0.00
#10
2.000
0.02
99.77
100
0.02
#14
1,400
0.11
99.70
100
0.11
#18
1.000
0.08
99.64
100
0.08
#25
0.710
0.12
99.56
98
0.12
#35
0.500
0.12
99.48
90
0.11
#45
0.355
0.15
99.38
80
0.12
#60
0.250
0.61
98.97
70
0.43
#80
0.180
4.71
95.78
40
1.88
#120
0.125
71.65
47.34
10
7.17
#170
0.090
53.63
11.08
0
0.00
#200
0.075
9.001
4.99
0
0.00
#230
1 0.063
1 1.801
3.771
01
0.00
Total Shell Content:
1 7
7
OCT 31 2019
DCM-MHD CITY

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Project M&N Deer Creek & Old Ferry Channel
Boring No. OFC-5
GRADATION
ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual classification
MAY 63

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth: 0/1.6
Project No.: EQ191043 Date: 3/1/2019
Boring No.: OFC-6
Sample No.: S-1
Description: I
SILTY SAND, mostly medium to fine-grained quartz, little silt, few coarse to fine sand
size shell fragments, trace fine gravel -size shell fragments (SM) 5Y 5/1
Tare Weight, (g): 1 52.05
184.61 (with tare)
Dry Weight After Washing (g): I I (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
o
/o Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
0.00
100.00
01
0.00
5/16
7.938
0.43
99.68
100
0.43
#3.5
5.600
0.06
99.63
100
0.06
#4
4.750
0.00
99.63
0
0.00
#5
4.000
0.42
99.31
100
0.42
#7
2.800
0.51
98.93
100
0.51
#10
2.000
0.28
98.72
100
0.28
#14
1.400
0.26
98.52
100
0.26
#18
1.000
0.43
98.20
100
0.43
#25
0.710
0.45
97.86
90
0.41
#35
0.500
0.46
97.51
70
0.32
#45
0.355
0.56
97.09
60
0.34
#60
0.250
3.30
94.60
30
0.99
#80
0.180
21.98
78.02
10
2.20
#120
0.125
46.12
43.23
5
2.31
#170
0,090
17.31
30.17
0
0.00
#200
1 0.075
1 5.981
25.66
0
0.00
#230
1 0.063
1 2.731
23.60
0
0.00
Total Shell Content:
1 7
HS
OCT 31 2019
DCM-MHD CITY

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M&N Deer Creek :Old Ferry Channel
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size shell fragments i Y51Boring
mMoMMM!Project
No. OFC-6
3/1/2019
GRADATION
ENG FORM 2087 ' The i classification is based on laboratory gram size distribution and visual classification
MAY 63

Project:
Project No.:
Boring No.:
Sample No.:
Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Deer
OFC-6
Depth: 1/1.6
Date: 3/1 /2019
Description: SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, few medium
to fine sand -sized shell fragments (SP) N 7/N
Tare Weight, (g): 1 5
Dry Weight After Washing (g):
(with tare)
(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
/o Passing
Approx.o
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
0.00
100.00
01
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.00
100.00
0
0.00
#7
2.800
0.08
99.93
100
0.08
#10
2.000
0.07
99.87
100
0.07
#14
1.400
0.11
99.78
100
0.11
#18
1.000
0.13
99.67
100
0.13
#25
0.710
0.21
99.49
90
0.19
#35
0.500
0.38
99.16
50
0.19
#45
0.355
0.74
98.53
30
0.22
#60
0.250
3.31
95.69
20
0.66
#80
0.180
27.60
72.07
10
2.76
#120
0.125
70.17
12.00
5
3.51
#170
0.090
9.09
4.22
0
0.00
#200
1 0.075
0.851
3.49
0
0.00
#230
1 0.063
0.311
3.23
0
0.00
Total Shell Content:
7
RECEIVE
u
OCT 31 2019
DCM-MHD CITY

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Project M&N Deer Creek & Old Ferry Channel
Boring No. OFC-6
GRADATION
ENG FORM 2087 ' The USG classification is Daseci on laboratory grain size oistnounon ano visual ciassmcabon
MAY 63

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth: 3.0/6.2
Project No.: EQ191043 Date: 3/1/2019
Boring No.: OFC-6
Sample No.: S-3
Description: SILTY SAND, mostly medium to fine-grained quartz, little silt, few coarse to fine
size shell fragments, few fine gravel -size shell fragments ISM) 5Y 5l1
Tare Weight, (g): 1 49.92
159.54 (with tare)
Dry Weight After Washing (g): I I (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
/o Passing
Approx.o
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
4.12
96.24
100
4.12
7/16
11.112
0.00
96.24
01
0.00
5/16
7.938
0.00
96.24
0
0.00
#3.5
5.600
1.03
95.30
100
1.03
#4
4.750
0.32
95.01
100
0.32
#5
4.000
0.31
94.73
100
0.31
#7
2.800
0.72
94.07
100
0.72
#10
2.000
0.58
93.54
100
0.58
#14
1.400
0.67
92.93
100
0.67
#18
1.000
0.71
92.28
90
0.64
#25
0.710
0.75
91.60
50
0.38
#35
0.500
0.76
90.90
30
0.23
#45
0.355
0.74
90.23
20
0.15
#60
0.250
0.99
89.33
10
0.10
#80
0.180
2.50
87.05
10
0.25
#120
0.125
26.82
62.58
5
1.34
#170
0.090
28.22
36.84
0
0.00
#200
0.075
8.23
29.33
0
0.00
#230
0.063
3.43
26.20
0
Total Shell Content:
10
'IVED
OCT 31 2019
DCM-MHD CITY

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Project Deer - :.. Ferry
®�
Boring No. OFC-6
GRADATION
ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual c assi ica Fon
MAY 63

Project:
Project No.:
Boring No.:
Sample No.:
Terracon
9655 Florida Mininq Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
&N Deer Creek & Old Ferry Channel Depth: 0/3.0
1191043 Date: 3/1 /2019
FC-7
Description: SAND, poorly -graded, mostly fine-grained quartz, few coarse to fine sand -size shell
fragments, trace coarse to fine gravel -size shell fragments, trace silt (SP) 5Y 611
Tare Weight, (g): 1 50.47
196.99 (with tare)
Dry Weight After Washing (g): I I (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
o /o Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
3.01
97.95
100
3.01
5/8"
16.000
0.00
97.95
0
0.00
7/16
11.112
1 0.00
97.95
0
0.00
5/16
7.938
0.00
97.95
0
0.00
#3.5
5.600
0.00
97.95
0
0.00
#4
4.750
0.00
97.95
0
0.00
#5
4.000
0.00
97.95
0
0.00
#7
2.800
0.18
97.82
100
0.18
#10
2.000
0.19
97.69
100
0.19
#14
1.400
0.12
97.61
100
0.12
#18
1.000
0.09
97.55
98
0.09
#25
0.710
0.12
97.47
95
0.11
#35
0.500
0.14
97.37
70
0.10
#45
0.355
0.20
97.24
60
0.12
#60
0.250
1.31
96.34
40
0.52
#80
0.180
28.05
77.20
10
2.81
#120
0.125
85.57
18.80
5
4.28
#170
0.090
21.95
3.82
0
0.00
#200
0.075
2.891
1.84
0
0.00
#230
0.063
0.631
1.411
01
0.00
Total Shell Content: 1 8 1 RECEIVh-C1
OCT 31 Z019

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....
mmmmmm
Project M&N Deer Creek & Old Ferry Channel
Boring No. OFC-7
GRADATION
ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual classification
MAY 63

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth: 3.014.8
Project No.: EQ191043 Date: 3/1/2019
Boring No.: OFC-7
Sample No.: S-2
Description: (SAND, poorly -graded with silt, mostly fine-grained quartz, few silt, few coarse to
sand -size shell fragments (SP-SM) 5Y 5/1
Tare Weight, (g): 48.35
178.70 (with tare)
Dry Weight After Washing (g): (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
/o Passing
Approx.o
Visual Shell %
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
0.00
100.00
01
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.00
100.00
0
0.00
#7
2.800
0.01
99.99
100
0.01
#10
2.000
0.15
99.88
100
0.15
#14
1.400
0.10
99.80
100
0.10
#18
1.000
0.16
99.68
90
0.14
#25
0.710
0.27
99.47
80
0.22
#35
0.500
0.30
99.24
50
0.15
#45
0.355
0.48
98.87
40
0.19
#60
0.250
1.00
98.11
30
0.30
#80
0.180
9.57
90.76
10
0.96
#120
0.125
76.08
32.40
5
3.80
#170
0.090
29.33
9.90
0
0.00
#200
0.075
4.07
6.77
0
0.00
#230
1 0.063
1 1.101
5.93
0
0.00
Total Shell Content:
1 5
7
OCT 31 2019
DCM-MHD CITY

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mmmmmm
Project M&N Deer Creek & Old Ferry Channel
Date 3/1/2019
GRADATION
ENG FORM 2087 " The USC classification is based on laboratory grain size dlstabution and visual classification
MAY 63

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth: 4.8/5.3
Project No.: E0191043 Date: 3/1/2019
Boring No.: OFC-7
Sample No.: S-3
Description: I SILTY SAND, mostly medium to fine-grained quartz, little silt, trace medium to fine
sand -sized shell fragments ISM) 5Y 5l1
Tare Weight, (g): 52.25
167.00 (with tare)
Dry Weight After Washing (g): (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
o /o Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
1 0.00
100.00
0
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.00
100.00
0
0.00
#7
2.800
0.00
100.00
0
0.00
#10
2.000
0.14
99.88
0
0.00
#14
1.400
0.26
99.65
10
0.03
#18
1.000
0.34
99.36
30
0.10
#25
0.710
0.36
99.04
30
0.11
#35
0.500
0.42
98.68
20
0.08
#45
0.355
0.44
98.29
20
0.09
#60
0.250
0.74
97.65
20
0.15
#80
0.180
4.30
93.90
20
0.86
#120
0.125
49.62
50.66
5
2.48
#170
0.090
30.19
24.35
0
0.00
#200
0.075
6.471
18.71
0
0.00
#230
0.063
1.991
16.98
0
1 r
Total Shell Content: 1 3 1
OCT 31 2019
DCM-MHD CITY

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....ClassificationSILTY
mmmmmm
Project M&N Deer Greek & Old Ferry Channel
SAND, mostly medium to fine-
GRADATION
ENG FORM 2087 The USG crasslt/cation is Oasea on raaoratory grain size aistnouhon ana visual ciassmcaaon
MAY 63

Project:
Project No.:
Boring No.:
Sample No.:
Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
M&N Deer Creek & Old Ferry Channel Depth: 5.3/6.3
EQ191043 F Date: 3/1 /2019
Description: I SAND, poorly -graded with silt, mostly fine-grained quartz, few coarse to fine sand -
size shell fragments, few silt (SP-SM) 5Y 6l1
Tare Weight, (g): 49.97
188.30 (with tare)
Dry Weight After Washing (g): 1 1 (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
/o Passing
Approx.o
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
0.00
100.00
01
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.00
100.00
0
0.00
#7
2.800
0.05
99.96
100
0.05
#10
2.000
0.01
99.96
100
0.01
#14
1.400
0.12
99.87
100
0.12
#18
1.000
0.05
99.83
98
0.05
#25
0.710
0.09
99.77
95
0.09
#35
0.500
0.12
99.68
90
0.11
#45
0.355
0.25
99.50
70
0.18
#60
0.250
0.56
99.10
50
0.28
#80
0.180
9.96
91.90
20
1.99
#120
0.125
80.52
33.69
10
8.05
#170
0.090
30.98
11.29
0
0.00
#200
1 0.075
5.321
7.45
0
0.00
#230
1 0.063
1.441
6.40
0
Total Shell Content:
8
D
OCT 31 2019
DCM-MHD CITY

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... .. .. . . . . . . .. oil
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Project M&N Deer Creek :.. Ferry
Baring No. OFC-7
GRADATION
ENG FORM 2087 ' The USC classification is based on laboratory grain size diStnbuhon and visual classlncabon
MAY 63

Project:
Project No.:
Boring No.:
Sample No.:
Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
EQ191043
M
Depth: 1 6.3/6.5
Date: 1 3/1 /2019
Description: SANDY ELASTIC SILT, some medium to fine-grained quartz sand, trace fine sand -
sized shell fragments (MH) 5Y 5l1
Tare Weight, (g): 1 51.34
106.17 (with tare)
Dry Weight After Washing (g): I I (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
/o Passing
Approx.o
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
1 0.00
100.00
0
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.00
100.00
0
0.00
#7
2.800
0.00
100.00
0
0.00
#10
2.000
0.00
100.00
0
0.00
#14
1.400
0.00
100.00
0
0.00
#18
1.000
0.01
99.98
0
0.00
#25
0.710
0.05
99.89
10
0.01
#35
0.500
0.06
99.78
10
0.01
#45
0.355
0.08
99.64
10
0.01
#60
0.250
0.07
99.51
20
0.01
#80
0.180
0.94
97.79
10
0.09
#120
0.125
8.22
82.80
10
0.82
#170
0.090
5.38
72.99
5
0.00
#200
0.075
1.721
69.85
0
0.00
#230
0.063
0.771
68.451
01
0.00
Total Shell Content:
2
RECEIVED
OCT 31 2019
DCM-MHD CITY

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mmmmmm
Project M&N Deer .. Ferry
sized shell fragments (MH) 5Y 5/1
GRADATION
ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual classification
MAY 63

Project:
Project No.:
Boring No.:
Sample No.:
Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
M&N Deer Creek & Old Ferry Channel Depth: 6.517.4
EQ191043 Date: 311 /2019
OFC-7
Description: SAND, poorly -graded with silt, mostly medium to fine-grained quartz, few silt, few
coarse to fine sand -size shell fragments, trace coarse to fine gravel -size shell
fragments (SP-SM) 5Y 6/1
Tare Weight, (g): 1 51.17
(with tare)
183.69
Dry Weight After Washing (g): F(with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
/o Passing
Approx.o
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
1.80
98.64
100
1.80
5/8"
16.000
0.00
98.64
0
0.00
7/16
11.112
0.00
98.64
01
0.00
5/16
7.938
0.89
97.97
100
0.89
#3.5
5.600
0.46
97.62
100
0.46
#4
4.750
0.00
97.62
0
0.00
#5
4.000
0.17
97A9
100
0.17
#7
2.800
0.50
97.12
100
0.50
#10
2.000
0.55
96.70
100
0.55
#14
1.400
0.54
96.29
100
0.54
#18
1.000
0.49
95.93
90
0.44
#25
0.710
0.57
95.50
70
0.40
#35
0.500
0.70
94.97
60
0.42
#45
0.355
0.55
94.55
50
0.28
#60
0.250
1.64
93.31
30
0.49
#80
0.180
10.51
85.38
20
2.10
#120
0.125
54.84
44.00
10
5.48
#170
0.090
35.33
17.34
0
0.00
#200
0.075
8.57
10.87
0
0.00
#230
0.063
2.45
9.03
0
Total Shell Content: 1 11
LD
OCT 31 2019
DCM-MHD CITY

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.. Ferry
fragments (SIP-�M) 5Y 6/1
mmmmmM
Boring No. OFC-7
GRADATION
ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual classification
MAY 63

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth: 0/1.2
Project No.: EQ191043 Date: 3/1/2019
Boring No.: OFC-8
Sample No.: S-1
Description: SILTY SAND, mostly medium to fine-grained quartz, little silt, trace coarse to fine
sand -size shell fragments, trace fine gravel -size shell fragments (SM) 5Y 511
Tare Weight, (g): 50.34
169.82 (with tare)
Dry Weight After Washing (g): (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
/o Passing
Approx.o
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
0.00
100.00
01
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.51
99.57
100
0.51
#4
4.750
0.09
99.50
100
0.09
#5
4.000
0.04
99.46
100
0.04
#7
2.800
0.13
99.36
100
0.13
#10
2.000
0.22
99.17
100
0.22
#14
1.400
0.20
99.00
100
0.20
#18
1.000
0.33
98.73
100
0.33
#25
0.710
0.41
98.38
90
0.37
#35
0.500
0.41
98.04
70
0.29
#45
0.355
0.36
97.74
50
0.18
#60
0.250
0.67
97.18
30
0.20
#80
0.180
4.17
93.69
201
0.83
#120
0.125
44.68
56.29
5
2.23
#170
0.090
35.59
26.51
0
0.00
#200
1 0.075
1 9.621
18.45
0
0.00
#230
1 0.063
1 3.111
15.85
0
0.00
Total Shell Content: 1 5 I RECEIVED
OCT 31 2019
DCM-MHr)

Project M&N Deer Creek & Old Ferry Channel
Date 311/2019
GRADATION
ENG FORM 2087 e c ass ica ion is based on laboratory grain size ais n u ion ancl visual c ass ica ion
MAY 63

Terracon
9655 Florida Mininq Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth: 1.2/2.7
Project No.: EQ191043 Date: 3/1/2019
Boring No.: OFC-8
Sample No.: S-2
Description: I SILTY SAND, mostly fine-grained quartz, some coarse to fine gravel -size shell
fragments, little silt, few coarse to fine sand -size shell fragments ISM) 5Y 4/1
Tare Weight, (g): 1 50.84
156.79 (with tare)
Dry Weight After Washing (g): I I (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
o /o Passing
Approx.
Visual Shell
o/o
Approx. Visual
Shell Wt. (g)
3/4"
19.000
21.39
79.81
100
21.39
5/8"
16.000
1.90
78.02
100
1.90
7/16
11.112
1 9.68
68.88
100
9.68
5/16
7.938
4.47
64.66
100
4.47
#3.5
5.600
2.63
62.18
100
2.63
#4
4.750
1.57
60.70
100
1.57
#5
4.000
0.84
59.91
100
0.84
#7
2.800
1.55
58.44
100
1.55
#10
2.000
0.94
57.56
100
0.94
#14
1.400
0.82
56.78
100
0.82
#18
1.000
0.69
56.13
98
0.68
#25
0.710
0.69
55.48
95
0.66
#35
0.500
0.61
54.90
70
0.43
#45
0.355
0.44
54.49
50
0.22
#60
0.250
0.71
53.82
30
0.21
#80
0.180
2.02
51.91
20
0.40
#120
0.125
12.46
40.15
10
1.25
#170
0.090
15.49
25.53
0
0.00
#200
0.075
4.67
21.121
01
0.00
#230
1 0.063
1.551
19.661
0
Total Shell Content: 1 47 1
d 1q �l•I ��I
OCT 31 2019
DCM-MHD CITY

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ProjectDeer Creek.. Ferry Channel
some coarse to fine gravel -size shell
Boring No. OFC-8
GRADATION
ENG FORM 2087 ` The USC classification is based on laboratory grain size distribution and visual classmcanon
MAY 63

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth: 2.7/5.3
Project No.: EQ191043 Date: 3/1/2019
Boring No.: OFC-8
Sample No.: S-3
Description: SILTY SAND, mostly fine-grained quartz, some silt, little coarse to fine sand -size
shell fragments, little coarse to fine gravel -size shell fragments (SM) 5Y 4/1
Tare Weight, (g): 1 51.61
168.62 (with tare)
Dry Weight After Washing (g): I I (with tare)
Sieve Size
(Name)
Name
Sieve Size
mm
( )
Weight
Retained (g)
�� Passing
Approx.o
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
11.92
89.81
100
11.92
5/8"
16.000
4.89
85.63
100
4.89
7/16
11.112
3.30
82.81
100
3.30
5/16
7.938
0.53
82.36
100
0.53
#3.5
5.600
1.47
81.10
100
1.47
#4
4.750
0.30
80.85
100
0.30
#5
4.000
0.99
80.00
100
0.99
#7
2.800
1.09
79.07
100
1.09
#10
2.000
0.94
78.27
100
0.94
#14
1.400
0.69
77.68
100
0.69
#18
1.000
0.49
77.26
100
0.49
#25
0.710
0.46
76.87
90
0.41
#35
0.500
0.36
76.56
70
0.25
#45
0.355
0.27
76.33
60
0.16
#60
0.250
0.90
75.56
50
0.45
#80
0.180
4.90
71.37
20
0.98
#120
0.125
18.47
55.58
5
0.92
#170
1 0.090
15.77
42.11
0
0.00
#200
1 0.075
1 5.421
37.48
0
0.00
#230
1 0.063
1 2.371
35.45
0
I otal Shell Content: 1 25
IVED
OCT 31 2019
DCM-N1HD CITY

Project M&N Deer Creek & Old Ferry Channel
Boring No. OFC-8
GRADATION
ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution ana visual classification
MAY 63

Project:
Project No.:
Boring No.:
Sample No.:
Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
EQ191043
OFC-10
Depth: 0/1.4
Date: 3/1 /2019
Description: I ELASTIC SILT with sand, little fine-grained quartz, trace medium to fine sand -size
shell fragments, trace fibrous and amorphous organic matter (MH) 5Y 5l1
Tare Weight, (g): 51.35
155.64 (with tare)
Dry Weight After Washing (g): (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
o /o Passing
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
1 0.00
100.00
0
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.00
100.00
0
0.00
#7
2.800
0.00
100.00
0
0.00
#10
2.000
0.03
99.97
100
0.03
#14
1.400
0.02
99.95
50
0.01
#18
1.000
0.06
99.89
50
0.03
#25
0.710
0.04
99.86
70
0.03
#35
0.500
0.02
99.84
70
0.01
#45
0.355
0.03
99.81
50
0.02
#60
0.250
0.12
99.69
30
0.04
#80
0.180
0.47
99.24
10
0.05
#120
0.125
7.63
91.93
5
0.38
#170
0.090
10.50
81.86
0
0.00
#200
0.075
7.281
74.88
0
0.00
#230
0.063
4.311
7U51
0
4.
Total Shell Content: 1 1 1
OCT 31 2019
DCM-Pr1HD CITY

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Project M&N Deer Creek & Old Ferry Channel
quartz, trace medium to fine sand -size
shell fragments, trace fi' ou and
Boring No. OFC-10
Date 311/2019
GRADATION
ENG FORM 2087 the use ciassitication is based on taooratory grain size aistnouaon ana visuai ciassmcaaon
MAY 63

Project:
Project No.:
Boring No.:
Sample No.:
Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
91043
Depth: 0/2.5
Date: 3/1 /2019
Description: I SILTY SAND, mostly medium to fine-grained quartz, some silt, trace coarse to fine
sand -sized shell fragments, trace fine gravel -size shell fragments ISM) 5Y 5l1
Tare Weight, (g): 50.17
171.76 (with tare)
Dry Weight After Washing (g): (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
o g
/o Passin
Approx.
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
0.00
100.00
01
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.14
99.88
100
0.14
#4
4.750
0.00
99.88
0
0.00
#5
4.000
0.15
99.76
100
0.15
#7
2.800
0.19
99.61
100
0.19
#10
2.000
0.37
99.30
100
0.37
#14
1.400
0.39
98.98
100
0.39
#18
1.000
0.45
98.61
90
0.41
#25
0.710
0.45
98.24
80
0.36
#35
0.500
0.81
97.57
58
0.47
#45
0.355
1.06
96.70
30
0.32
#60
0.250
1.85
95.18
20
0.37
#80
0.180
5.08
91.00
10
0.51
#120
0.125
23.55
71.63
5
1.18
#170
0.090
24.05
51.85
0
0.00
#200
1 0.075
9.521
44.03
0
0.00
#230
1 0.063
3.891
40.83
0
0.00
Total Shell Content:
4
ED
OCT 31 2019
DCM-MHD CITY

Classification
M&N Deer Creek & Old Ferry Channel
SILTYS—AN-D,ln.ostly -d-iumtofine-
�M���M!Project
Boring No. OFC-12
GRADATION
ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual c assi ica ion
MAY 63

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth: 2.5/5.8
Project No.: EQ191043 Date: 3/1/2019
Boring No.: OFC-12
Sample No.: S-2
Description: I SAND, poorly -graded with silt, mostly fine-grained quartz, few silt, trace fibrous and
amorphous organic matter (SP-SM) 5Y 8l2
Tare Weight, (g): 1 52.00
169.72 (with tare)
Dry Weight After Washing (g): I I (with tare)
Sieve Size
(Name)
Name
Sieve Size
mm
( )
Weight
Retained (g)
�� Passing
Approx.o
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
1 0.00
100.00
0
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.00
100.00
0
0.00
#7
2.800
0.00
100.00
0
0.00
#10
2.000
0.01
99.99
0
0.00
#14
1.400
0.04
99.96
0
0.00
#18
1.000
0.07
99.90
0
0.00
#25
0.710
0.13
99.79
0
0.00
#35
0.500
0.26
99.57
0
0.00
#45
0.355
0.60
99.06
0
0.00
#60
0.250
1.49
97.79
0
0.00
#80
0.180
4.55
93.93
0
0.00
#120
0.125
26.82
71.14
0
0.00
#170
0.090
52.96
26.16
0
0.00
#200
0.075
18.521
10.421
01
0.00
#230
0.063
4.401
6.691
0
I otal snen content:
u
OCT 31 2019
DCM-MHD CITY

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Project M&N Deer Creek & Old Ferry Channel
Boring No. OFC-12
GRADATION
ENG FORM 2087 ' The USG classification is based on laboratory grain size distribution and visual classification
MAY 63

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project:
Project No.:
Boring No.: Sample No.:
er
rEQ1910'43
Depth: 0/1.2
Date: 3/1 /2019
Description: I SILTY SAND, mostly medium to fine-grained quartz, little silt, trace medium to fine
sand -sized shell fragments ISM) 5Y 5l1
Tare Weight, (g): 50.30
167.23 (with tare)
Dry Weight After Washing (g): (with tare)
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
Passing
Approx.Approx.
Visual Shell%
Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
0.00
100.00
01
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.00
100.00
0
0.00
#7
2.800
0.00
100.00
0
0.00
#10
2.000
0.07
99.94
50
0.04
#14
1.400
0.11
99.85
100
0.11
#18
1.000
0.22
99.66
50
0.11
#25
0.710
0.36
99.35
50
0.18
#35
0.500
0.58
98.85
40
0.23
#45
0.355
0.80
98.17
30
0.24
#60
0.250
2.45
96.07
20
0.49
#80
0.180
9.03
88.35
10
0.90
#120
0.125
41.49
52.87
0
0.00
#170
0.090
27.75
29.14
0
0.00
#200
1 0.075
5.711
24.25
0
0.00
#230
1 0.063
1.861
22.66
0
0.00
Total Shell Content:
2
IVIED
OCT 31 2019
DCM-MHD CITY

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Project M&N Deer Creek & Old Ferry Channel
SILTY SAND, mostly medium to fine-
grained quartz, little silt, ce ium
Boring No. OFC-13
GRADATION
ENG FORM 2087 The USG classification is based on laboratory grain size distribution and Visual Classirlbatlbn
MAY 63

Project:
Project No.:
Boring No.:
Sample No.:
Terracon
9655 Florida Mininq Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
EQ191043
Depth: 1.2/2.4
Date: 3/1/2019
Description: SAND, poorly -graded with silt, mostly medium to fine-grained quartz, few silt, trace
medium to fine sand -size shell fragments (SP-SM) 5Y 812
Tare Weight, (g): 51.80
�_Mwithtare)
with tare)
Dry Weight After Washing (g):
Sieve Size
(Name)
Sieve Size
(mm)
Weight
Retained (g)
/o Passing
Approx.o
Visual Shell
%
Approx. Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
1 0.00
100.00
0
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.00
100.00
0
0.00
#7
2.800
0.00
100.00
0
0.00
#10
2.000
0.12
99.91
5
0.01
#14
1.400
0.25
99.73
50
0.13
#18
1.000
0.29
99.52
50
0.15
#25
0.710
0.47
99.18
30
0.14
#35
0.500
1.00
98.46
30
0.30
#45
0.355
2.45
96.69
20
0.49
#60
0.250
7.23
91.46
10
0.72
#80
0.180
21.06
76.22
5
1.05
#120
0.125
58.60
33.82
0
0.00
#170
0.090
29.02
12.82
0
0.00
#200
0.075
5.591
8.78
01
0.00
#230
0.063
1.521
7.68
01
0.00
Total Shell Content:
2
OCT 31 2019

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...ClassificationSAND,
�mmmmm
Project M&N Deer Greek & Old Ferry Channel
poorly -graded with silt, mostly
medium to fine-grained quartz, few silt,
GRADATION
ENG FORM 2087 ' 1 he USG classification Is aasea on Iaaoratoty gram size alsranuaon ano visual aassincanon
MAY 63

Terracon
9655 Florida Mining Boulevard West
Jacksonville, Florida 32257
[phone] (Tel) • [phone] (Fax)
VISUAL SHELL CONTENT
GRAIN SIZE AND VISUAL SHELL CONTENT
Project: M&N Deer Creek & Old Ferry Channel Depth: 2.4/4.2
Project No.: EQ191043 Date: 3/1/2019
Boring No.: OFC-13
Sample No.: S-3
Description: SAND, poorly -graded with silt, mostly medium to fine-grained quartz, few silt, trace
medium to fine sand -size shell fragments (SP-SM) 5Y 8l3
are
185.97I(with tare)
Dry Weight After Washing (g): I I (with tare)
Sieve Size
(Name)
Sieve Size
(mm )
Weight
Retained (g)
% Passing
Approx.Approx.
Visual Shell
%
Visual
Shell Wt. (g)
3/4"
19.000
0.00
100.00
0
0.00
5/8"
16.000
0.00
100.00
0
0.00
7/16
11.112
1 0.00
100.00
0
0.00
5/16
7.938
0.00
100.00
0
0.00
#3.5
5.600
0.00
100.00
0
0.00
#4
4.750
0.00
100.00
0
0.00
#5
4.000
0.00
100.00
0
0.00
#7
2.800
0.21
99.85
0
0.00
#10
2.000
0.32
99.61
1
0.00
#14
1.400
0.42
99.31
2
0.01
#18
1.000
0.19
99.17
0
0.00
#25
0.710
0.86
98.54
5
0.04
#35
0.500
1.52
97.43
5
0.08
#45
0.355
2.26
95.78
0
0.00
#60
0.250
3.04
93.56
0
0.00
#80
0.180
2.76
91.55
0
0.00
#120
0.125
36.65
64.79
0
0.00
#170
0.090
60.34
20.75
0
0.00
#200
0.075
15.881
9.15
0
0.00
#230
0.063
4.321
6.001
0
0.00
Total Shell Content: 0 RECEIVED
OCT 31 2019
DCM-MHD CITY

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....ClassificationSAND,
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Project M&N Deer Creek & Old Ferry Channel
poorly -graded with silt, mostly
GRADATION
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105
Legend
— Dredge Limits
arcels
Date:10/18/2019 N Landowner Notification LeA,WI ED
,,,,
Drawn By: JM MN Project #10153 0 150 300 600
moitatt & nicnoi Approved By: Carteret County, NC OCT 31 L" F
DCM-MHO Ci

94 92
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26\,126 ,124 123
93
104
106
06
10�
108
k
109
110
111
112
113
114
116
22 14119 11
Legend
— Dredge Limits
'arcels
Date. 10/1812019 N
,,,, Landowner Notification Letters
Drawn By. JM MN Project #10153 OCT 3 j
moiratt & nichol Carteret County, NC
Approved By: ,��.. _.,•_
117
150 300 600
Feet

CHANNEL INDEX
CHANNEL NAME
OLD FERRY CHANNEL
DEER CREEK CONNECTOR
DEER CREEK MAIN CHANNEL (NORTH)
DEER CREEK MAIN CHANNEL (SOUTH)
DEER CREEK SPLIT (NORTH)
DEER CREEK SPLIT (WEST)
-- ;ECONDARY DREDGE
GiSPOSAL SITE
SHOE" ;:.:
'EE- 2E
SHE —
14
-EE1 13
SHEET 15 - SHEET 11
SHEET 10
CAPE CARTERET — SHEET 9
SHEET 12 - - _ - T- PRIMARY G=i F; F
� DISFCS,_ "ES
- �'FELOACING AREA.
SHEET 24-
SHEET 17 - i � -SHEET 7
SHEET 18
SHEET 20
SHEET 21 - - - SHEET 6
SHEET 5
a - 9000E SCUNG -- - SHEET 4
SHEET NO. SHEET 3
2-9
6&10-12
12-16
12 & 17-21
i
13, 14. 22. & 23
17&24
PURPOSE: DEER CREEK
OLD FERRY CHANNEL
MAINTENANCE DREDGING
DATUM: MLW
N
RECEIVED
OCT 31 2019
,DCM-MHD CITY
DREDGE PLAN CARTERET COUNTY
NTS NAVIGATION PROJECT
APPLICATION BY: MOFFATT & NICHOL
SHEET 1 OF 26 DATE: 2019

LEGEND
---- LIMITS OF CHANNEL BASE
------- APPROXIMATE DREDGING LIMITS
- CHANNEL CENTERLINE, TYP
DREDGE AREA (BASE)
DREDGE AREA (SIDE SLOPE)
MATCHLINE A
PURPOSE: DEER CREEK
NOTES: OLD FERRY CHANNEL
1. 1' CONTOURS REFERENCE MLW. N MAINTENANCE DREDGING
DATUM: MLW
2. SEE SHEET 25 FOR SECTION VIEWS. '
3. SEES SHEET 26 FOR VOLUME TABLES.
MATCHLINE SHEET 3
MATCHLINE A
DREDGE PLAN
0 60 120
Y
CARTERET COUNTY
NAVIGATION PROJECT
APPLICATION BY: MOFFATT & NICHOL
SHEET 2 OF 26 DATE: 2019

MATCHLINE A
1 1,1 APPROX LIMITS
o 0 OF DREDGING, TYP
� \ 1
" ` P
� 1
1
� \ 1
LEGEND I MATCHLINE SHEET 3
i---- I LIMITS OF CHANNEL BASE I
-I APPROXIMATE DREDGING LIMITS I
-- I CHANNEL CENTERLINE, TYP I
'A I DREDGE AREA (BASE) I
DREDGE AREA (SIDE SLOPE)
NOTES:
1. 1' CONTOURS REFERENCE MLW.
2. SEE SHEET 25 FOR SECTION VIEWS.
3. SEES SHEET 26 FOR VOLUME TABLES.
PURPOSE: DEER CREEK
OLD FERRY CHANNEL
N MAINTENANCE DREDGING
DATUM: MLW
MATCHLINE SHEET 5
MATCHLINE A DCM_MHD CITY
DREDGE PLAN
0 60 20
1-=60.
CARTERET COUNTY
NAVIGATION PROJECT
APPLICATION BY: MOFFATT & NICHOL
SHEET 4 OF 26 DATE: 2019

LEGEND
LIMITS OF CHANNEL BASE
----
-----
APPROXIMATE DREDGING LIMITS
CHANNEL CENTERLINE, TVP
DREDGE AREA (BASE)
DREDGE AREA (SIDE SLOPE)
MATCHLINE A
MATCHLINE SHEET 4
NOTES:
1. 1' CONTOURS REFERENCE MLW.
2. SEE SHEET 25 FOR SECTION VIEWS.
3. SEES SHEET 26 FOR VOLUME TABLES.
N
MATCHLINE SHEET 6
MATCHLINE A

MATCHLINE A
LEGEND I MATCHLINE SHEET 5
---- LIMITS OF CHANNEL BASE
------ APPROXIMATE DREDGING LIMITS
CHANNEL CENTERLINE, TYP
DREDGE AREA (BASE)
DREDGE AREA (SIDE SLOPE)
PURPOSE: DEER CREEK
NOTES; OLD FERRY CHANNEL
1. 1' CONTOURS REFERENCE MLW. N MAINTENANCE DREDGING
2. SEE SHEET 25 FOR SECTION VIEWS. 0 DATUM: MLW
3. SEES SHEET 26 FOR VOLUME TABLES.
MATCHLINE SHEET 7
MATCHLINE A
DREDGE PLAN
o fio izo
CARTERET COUNTY
NAVIGATION PROJECT
APPLICATION BY: MOFFATT & NICHOL I
SHEET 6 OF 26 DATE: 2019

APPROX LlfvifS
OF DREDGING, TYP -
I r
, ' I
, r i
OLD FERR fAN1,-'_ ti
LEGEND IMATCHLINE SHEET 8
I LIMITS OF CHANNEL BASE I
- I APPROXIMATE DREDGING LIMITS I
---- - I CHANNEL CENTERLINE, TYP I
I ' / Y,Z %1 I DREDGE AREA (BASE) I
DREDGE AREA (SIDE SLOPE)
- N 346-
E 2_ 6%_.
NOTES:
1. 1' CONTOURS REFERENCE MLW.
2. SEE SHEET 25 FOR SECTION VIEWS.
3. SEES SHEET 26 FOR VOLUME TABLES.
PURPOSE: DEER CREEK
OLD FERRY CHANNEL
N MAINTENANCE DREDGING
DATUM: MLW
DREDGE PLAN
0 60 20
RECEIVED
OCT 31 2019
DCM-MHD CITY
CARTERET COUNTY
NAVIGATION PROJECT
APPLICATION BY: MOFFATT & NICHOL
SHEET 9 OF 26 DATE: 2019

LEGEND
---- LIMITS OF CHANNEL BASE
------ APPROXIMATE DREDGING LIMITS
----- CHANNEL CENTERLINE, TYP
DREDGE AREA (BASE)
DREDGE AREA (SIDE SLOPE)
MATCHLINE SHEET 9
PURPOSE: DEER CREEK
NOTES: OLD FERRY CHANNEL
1. 1' CONTOURS REFERENCE MLW. N MAINTENANCE DREDGING
2. SEE SHEET 25 FOR SECTION VIEWS. DATUM: MLW
3. SEES SHEET 26 FOR VOLUME TABLES.
DREDGE PLAN
0 60 120
1"=60'
RECEIVED
OCT 31 2019
DCM-MHD CITY
CARTERET COUNTY
NAVIGATION PROJECT
APPLICATION BY: MOFFATT & NICHOL
SHEET 10 OF 26 DATE: 2019

LEGEND
--- LIMITS OF CHANNEL BASE
----- APPROXIMATE DREDGING LIMITS
--- CHANNEL CENTERLINE, TYP
DREDGE AREA (BASE)
DREDGE AREA (SIDE SLOPE)
NOTES:
1. 1' CONTOURS REFERENCE MLW.
2. SEE SHEET 25 FOR SECTION VIEWS.
3. SEES SHEET 26 FOR VOLUME TABLES.
BOGUE SOUND-
2019
CITY
PURPOSE: DEER CREEK CARTERET COUNTY
OLD FERRY CHANNEL DREDGE
PLAN z0 NAVIGATION PROJECT
j� MAINTENANCE DREDGING
DATUM: MLW 1.-60' APPLICATION BY: MOFFATT & NICHOL
SHEET 11 OF 26 DATE: 2019

MATCHLINE SHEET 13
1 i 1
I
,
� 1 1
1 ,
Ac1 1 ,
1
0
+
1 1 I
=PPROX LIMITS
OF DREDGING, TYP — 0
tt 1
t 1
1t 1'
t
t
t
t i
t
N 346826.84
E 2584176.88
a
11 I
� DEER CREEK MAIN
CHANNEL(SOUTH)
I I i
1 1_
Ir
I I I�
i +
II 1.
1 +1
I I1
11 1
LEGEND
LIMITS OF CHANNEL BASE
APPROXIMATE DREDGING LIMITS
CHANNEL CENTERLINE, TYP
DREDGE AREA (BASE)
DREDGE AREA (SIDE SLOPE)
MATCHLINE SHEET 17
NOTES:
— q DEER CREEK MAIN
CHANNEL (NORTH)
O
1
'SOUND
1. 1' CONTOURS REFERENCE MLW.
2. SEE SHEET 25 FOR SECTION VIEWS.
3. SEES SHEET 26 FOR VOLUME TABLES.
N
PURPOSE: DEER CREEK
OLD FERRY CHANNEL
MAINTENANCE DREDGING
DATUM: MLW
DREDGE PLAN
0 60 20
1'=60'
RECEIVEr<
OCT 31 2019
DCM-MHD CITE
CARTERET COUNTY
NAVIGATION PROJECT
APPLICATION BY: MOFFATT & NICHOL
SHEET 12 OF 26 DATE: 2019

MATCHLINE SHEET 14
ry
& NICHOL
2019

DE�
SF T:
I I
I i I
I I
II II
I 1
1 II
E
II I t
jl 1�
rook\\ r 1 11
0-�
xv v
MATCHLINE SHEET 13
NOTES: N
1. 1' CONTOURS REFERENCE MLW.
2. SEE SHEET 25 FOR SECTION VIEWS.
3. SEES SHEET 26 FOR VOLUME TABLES.
MATCHLINE SHEET 22
1
/ 1
/I 1
I
1
11
1
I II
47887.31
E - -)84143.81
ff 'VED
1 2019
DCM-MHD CITY

w
w
Ln
Lv
z
-F
S
F-
Q
APPROX LIMITS
OF DREDGING, TYP
1,1 ,480 /9. J,°:
K !,lAIN
47
\ -CD
E 2583
N 347872.03
E 2582809.
LEGEND
---- LIMITS OF CHANNEL BASE
- - - - - - I APPROXIMATE DREDGING LIMITS
CHANNELCENTERLINE,TYP
DREDGE AREA (BASE)
DREDGE AREA (SIDE SLOPE)
N 347845.51
F '/ R?R79 9;
PURPOSE: DEER CREEK
NOTES: OLD FERRY CHANNEL
1. 1' CONTOURS REFERENCE MLW. N MAINTENANCE DREDGING
2. SEE SHEET 25 FOR SECTION VIEWS. DATUM: MLW
3. SEES SHEET 26 FOR VOLUME TABLES. ut
N 48122.47
2583309. 2
00
DREDGE PLAN
60 120
-------------
1"-60'
A
2019
DCM-MHD CITY
CARTERET COUNTY
NAVIGATION PROJECT
APPLICATION BY: MOFFATT & NICHOL
SHEET 15 OF 26 DATE: 2019

LEGEND
--- LIMITS OF CHANNEL BASE
APPROXIMATE DREDGING LIMITS
CHANNEL CENTERLINE, TYP
DREDGE AREA (BASE)
JvvG DREDGE AREA (SIDE SLOPE)
DI
CHP.
=FF
GF [
r
H
LEI
w
S
U)
w
z
J
S
U
Q
PURPOSE: DEER CREEK
NOTES: OLD FERRY CHANNEL
1. 1' CONTOURS REFERENCE MLW. N MAINTENANCE DREDGING
2. SEE SHEET 25 FOR SECTION VIEWS. DATUM: MLw
3. SEES SHEET 26 FOR VOLUME TABLES.
DREDGE PLAN
0 60 20
1 "=60'
RECEIVED
OCT 31 2019
DC"-MHD CITY
CARTERET COUNTY
NAVIGATION PROJECT
APPLICATION BY: MOFFATT & NICHOL I
SHEET 16 OF 26 DATE: 2019

It
CV
Ld
Lil
S
U)
W
z
J
2
U
Q
LEGEND
----
LIMITS OF CHANNEL BASE
-------
APPROXIMATE DREDGING LIMITS
-
CHANNEL CENTERLINE, TYP
-
DREDGE AREA (BASE)
-
DREDGE AREA (SIDE SLOPE)
:f APPROX LIMITS
OF DREDCII.
(� DEER CREEK
SPLIT (WE-
-
MATCHLINE SHEET 12
4^PR X LIMITS
OFEDGING, TYP
PURPOSE: DEER CREEK
NOTES: OLD FERRY CHANNEL
1. 1' CONTOURS REFERENCE MLW. N MAINTENANCE DREDGING
2. SEE SHEET 25 FOR SECTION VIEWS. DATUM: MLW
3. SEES SHEET 26 FOR VOLUME TABLES.
` -BOGUS SOUND —
DEER CREEK MAIN
CHANNEL !SOUTH;
MATCHLINE SHEET 18
DREDGE PLAN
60 120
1"=60'
EIVEb
31 2019
D CITY
CARTERET COUNTY
NAVIGATION PROJECT
APPLICATION BY: MOFFATT & NICHOL I
SHEET 17 OF 26 DATE: 2019

APPROX LIMITS
OF DREDGING, TYP \
,
1\ ,
MA
LINE A
NOTES:
1. 1' CONTOURS REFERENCE MLW.
2. SEE SHEET 25 FOR SECTION VIEWS.
3. SEES SHEET 26 FOR VOLUME TABLES.
m
MATCHLINE A
MATCHLINE SHEET 19 JCM-MHD CITE

MATCHLINE SHEET 18
LEGEND
LIMITS OF CHANNEL BASE
---
------
APPROXIMATE DREDGING LIMITS
--
CHANNEL CENTERLINE, TYP
DREDGE AREA (BASE)
��-
DREDGE AREA (SIDE SLOPE)
MATCHLINE A
NOTES:
1. 1' CONTOURS REFERENCE MLW.
2. SEE SHEET 25 FOR SECTION VIEWS.
3. SEES SHEET 26 FOR VOLUME TABLES.
CD
CN
I —
Li
LLJ
cn
LLJ
Z
J
U
Q
MATCHLINE A
I
DEER CREEK MAIN i i N
CHANNEL (SOUTH) I 1
PURPOSE: DEER CREEK
OLD FERRY CHANNEL
MAINTENANCE DREDGING
DATUM: MLW
DREDGE PLAN
0 60 120
Y"=60'
DCM-MHD CITY
CARTERET COUNTY
NAVIGATION PROJECT
APPLICATION BY: MOFFATT & NICHOL
SHEET 19 OF 26 DATE: 2019

N
L.I
LEI
LEGEND
I---- I LIMITS OF CHANNEL BASE I
-- APPROXIMATE DREDGING LIMITS
CHANNEL CENTERLINE, TYP
DREDGE AREA(BASE)
DREDGE AREA (SIDE SLOPE)
NOTES:
1. 1' CONTOURS REFERENCE MLW.
2. SEE SHEET 25 FOR SECTION VIEWS.
3. SEES SHEET 26 FOR VOLUME TABLES.
PURPOSE: DEER CREEK
OLD FERRY CHANNEL
N
MAINTENANCE DREDGING
DATUM: MLW
DREDGE PLAN
60 12C
1 "=60'
IVE'
1 2019
DCM-MHD CITY
CARTERET COUNTY
NAVIGATION PROJECT
APPLICATION BY: MOFFATT & NICHOL
SHEET 20 OF 26 DATE: 2019

LEGEND
--- LIMITS OF CHANNEL BASE
----- APPROXIMATE DREDGING LIMITS
CHANNEL CENTERLINE, TYP
DREDGE AREA (BASE)
DREDGE AREA (SIDE SLOPE)
CD
CV
W
W
2
U)
W
Z
J
2
U
H
a
PURPOSE: DEER CREEK
NOTES: OLD FERRY CHANNEL
1. 1' CONTOURS REFERENCE MLW. N MAINTENANCE DREDGING
2. SEE SHEET 25 FOR SECTION VIEWS. DATUM: MLW
3. SEES SHEET 26 FOR VOLUME TABLES.
DREDGE PLAN
0 60 120
1 "=60'
RECEIVED
OCT 31 2019
DCM-MHD CITY
CARTERET COUNTY
NAVIGATION PROJECT
APPLICATION BY: MOFFATT & NICHOL
SHEET 21 OF 26 DATE: 2019

LEGEND
---- LIMITS OF CHANNEL BASE
— — — — — — APPROXIMATE DREDGING LIMITS
CHANNEL CENTERLINE, TYP
DREDGE AREA (BASE)
DREDGE AREA (SIDE SLOPE)
MATCHLINE A
MATCHLINE SHEET 14
NOTES:
1. 1'CONTOURS REFERENCE MLW.
2. SEE SHEET 25 FOR SECTION VIEWS.
3. SEES SHEET 26 FOR VOLUME TABLES.
CV
F
W
W
2
Cn
W
Z
J
U
F-
Q
PURPOSE: DEER CREEK
OLD FERRY CHANNEL
MAINTENANCE DREDGING
DATUM: MLW
-WEC
MATCHLINE A
DREDGE PLAN NAVIGATION PROJECT
CARTERET COUNTY
o so zo
'=so' APPLICATION BY: MOFFATT & NICHOL
SHEET 22 OF 26 DATE: 2019

N 348994.17
E 2583817.,8
I
LEGEND
LIMITS OF CHANNEL BASE
----- APPROXIMATE DREDGING LIMITS
CHANNEL CENTERLINE, TYP
DREDGE AREA (BASE)
DREDGE AREA (SIDE SLOPE)
DEEP I P
PUT (NOP
NOTES:
1. 1' CONTOURS REFERENCE MLW.
2. SEE SHEET 25 FOR SECTION VIEWS.
3. SEES SHEET 26 FOR VOLUME TABLES.
CV
CV
W
W
U7
W
Z
J
2
U
a
PURPOSE: DEER CREEK
OLD FERRY CHANNEL
N
MAINTENANCE DREDGING
DATUM: MEW
DREDGE PLAN
0 60 20
RECEIVED
OCT 31 2019
DCM-MHD CIT`✓
CARTERET COUNTY
NAVIGATION PROJECT
APPLICATION BY: MOFFATT & NICHOL
SHEET 23 OF 26 DATE: 2019

1.rir
LEGEND
N 346337.04
E 2583409.62
APPROX LIMITS
OF DRCDGING, TYP
N 346243.38
E 2583127.35 --
�� CG
Wn
t
,_ - . • tea.., ��� u . . .
----I LIMITS OF CHANNEL BASE I
------I APPROXIMATE DREDGING LIMITS I
I CHANNEL CENTERLINE, TYP I
DREDGE AREA (BASE) I
DREDGE AREA (SIDE SLOPE)
NOTES:
1. 1' CONTOURS REFERENCE MLW.
2. SEE SHEET 25 FOR SECTION VIEWS.
3. SEES SHEET 26 FOR VOLUME TABLES.
HEP, CREEK
SPOT (JdEST)
PURPOSE: DEER CREEK
OLD FERRY CHANNEL
N
MAINTENANCE DREDGING
aDATUM:
MLW
N 346377.57
F 2-s83681.62
-�-- -
- (- s+00 +7
- 6
DREDGE PLAN
0 60 120
IVED
31 2019
DCM-MHD
CARTERET COUNTY
NAVIGATION PROJECT
APPLICATION BY: MOFFATT & NICHOL
SHEET 24 OF 26 DATE: 2019

VAR
APPROX EXIST.
GRADE, EL VARIES
DESIGN DREDGE EL -6.0 MLW
(1.0' ALLOWABLE OVERDREDGE)
CHANNEL
25'-0" 25'-0"
SECTION A -A
NTS
CHANNEL
VARIES 15'-0" 15'-0"
APPROX TYP
EXIST. GRADE,
EL VARIES -----,--\ I
EDGE OF
CHANNEL, TYP
EDGE OF
CHANNEL, TYP
\3
��----
DESIGN DREDGE EL -6.0 MLW
(1.0' ALLOWABLE OVERDREDGE)
SECTION B-B
NTS
VARIES 15'-0"
APPROX TYP
EXIST. GRADE,
EL VARIES
DESIGN DREDGE EL -5.0 MLW
(1.0' ALLOWABLE OVERDREDGE)
APPROX EXIST.
GRADE, EL VARIES
CHANNEL
15'-0"
SECTION C-C
NTS
DESIGN DREDGE EL -4.0 MLW
(0.5' ALLOWABLE OVERDREDGE)
EDGE OF
CHANNEL, TYP
i
CHANNEL
10'-O" 10'-O" EDGE OF
CHANNEL, TYP
I
SECTION D-D
NTS
PURPOSE: DEER CREEK I DREDGE SECTIONS
OLD FERRY CHANNEL
MAINTENANCE DREDGING
DATUM: MLW
RECEIVED
OCT 31 2019
DCM-MHD CITY
CARTERET COUNTY
NAVIGATION PROJECT
APPLICATION BY: MOFFATT & NICHOL
SHEET 25 OF 26 DATE: 2019

OLD FERRY CHANNEL
CHANNEL WIDTHS= 30'(0+00-1+85 &
65+00-END) AND 50'(3+85-63+00)
DESIGN DREDGE= -6 MLW +1
STATION
DREDGE
DENSITY
(CY/FT)
CUMULATIVE DREDGE
VOLUME (CY)
0+00.00
6.2
0
1+00.00
4.8
550
2+00.00
3.7
973
3+00.00
3.5
1330
16+00.00
1.1
1559
17+00.00
3.6
1792
18+00.00
4.8
2213
19+00.00
4.0
2656
20+00.00
3.4
3031
21+00.00
6.0
3502
22+00.00
8.3
4214
27+00.00
4.1
4834
33+00.00
4.4
5259
34+00.00
11.2
6040
35+00.00
12.9
7246
36+00.00
7.0
8240
37+00.00
0.5
8615
38+00.00
0.3
8654
46+00.00
0.0
8670
47+00.00
0.1
8674
48+00.00
0.0
8678
49+00.00
0.3
8695
50+00.00
0.8
8748
51+00.00
0.8
8826
65+00.00
0.5
8889
66+00.00
3.5
9085
67+00.00
5.3
9523
67+27.78
1 5.6
9675
DEER CREEK SPLIT (WEST)
CHANNEL WIDTH= 20'
DESIGN DEPTH= -4 MLW +0.5
STATION
DREDGE
DENSITY
(CY/FT)
CUMULATIVE DREDGE
VOLUME (CY)
1+00.00
1.4
315
2+00.00
2.0
487
3+00.00
1.6
669
4+00.00
1.9
845
5+00.00
1.3
1004
6+00.00
1.7
1153
7+00.00
1.7
1323
8+00.00
1.3
1475
9+00.00
2.1
1646
10+00.00
2.0
1854
11+00.00
3.6
2131
DEER CREEK CONNECTOR
CHANNEL WIDTH= 50'
DESIGN DEPTH= -5 MLW +-1
STATION
DREDGE
DENSITY
(CY/FT)
CUMULATIVE
DREDGE VOLUME
(CY)
1+00.00
0.3
17
2+00.00
1.4
102
3+00.00
1.6
248
4+00.00
4.3
542
5+00.00
3.2
938
6+00.00
4.6
1329
7+00.00
5.0
1809
8+00.00
5.7
2345
9+00.00
6.3
2944
10+00.00
6.7
3590
11+00.00
6.1
4229
12+00.00
5.7
4823
13+00.00
5.4
5372
14+00.00
5.6
5922
15+00.00
5.1
6456
16+00.00
5.7
6994
17+00.00
5.8
7567
18+00.00
5.9
8148
19+00.00
5.7
8727
20+00.00
6.7
9341
21+00.00
3.3
9838
DEER CREEK SPLIT (NORTH)
CHANNEL WIDTH= 20'
DESIGN DEPTH= -4 MLW +0.5
STATION
DREDGE
DENSITY
(CY/FT
CUMULATIVE DREDGE
VOLUME (CY)
0+00.00
5.8
0
1+00.00
2.4
411
2+00.00
2.6
661
3+00.00
1.9
882
4+00.00
0.9
1 1019
5+00.00
0.1
1066
6+00.00
0.2
1079
21+00.00
1.1
1139
22+00.00
1.7
1272
22+00.70
1.3
1273
DEER CREEK MAIN CHANNEL (NORTH)
CHANNEL WIDTHS= 30' (0+00-5+00) AND
20' (6+00-END)
DESIGN DEPTHS= -5 MLW +1 (0+00-5+00) AND
-4 MLW +0.5 (6+00-END)
STATION
DREDGE
DENSITY
(CY/FT)
CUMULATIVE DREDGE
VOLUME (CV)
0+00.00
0.5
0
1+00.00
2.7
162
2+00.00
2.9
443
3+00.00
3.3
753
4+00.00
3.2
1082
5+00.00
4.9
1489
6+00.00
0.7
1771
7+00.00
0.6
1831
8+00.00
0.7
1896
9+00.00
0.6
1961
10+00.00
0.6
2018
11+00.00
0.4
2065
12+00.00
0.5
2106
13+00.00
1.0
2176
14+00.00
1.3
2289
15+00.00
1.4
2423
16+00.00
2.2
2603
17+00.00
1.6
2794
18+00.00
1.4
2939
19+00.00
2.1
3116
20+00.00
2.4
3335
21+00.00
2.4
3576
22+00.00
1.6
3773
23+00.00
2.6
3978
24+00.00
3.6
4282
25+00.00
3.5
4635
26+00.00
4.4
5029
26+50.00
4.2
5244
DEER CREEK MAIN CHANNEL (SOUTH)
CHANNEL WIDTHS= 30' (0+00-3+00) AND
50'(3+00-END)
DESIGN DEPTH= -5 MLW +1
STATION
DREDGE
DENSITY
(CY/FT)
CUMULATIVE DREDGE
VOLUME (CY)
0+00.00
0.9
0
1+00.00
1.8
132
2+00.00
1.6
301
3+00.00
3.7
564
4+00.00
3.9
925
5+00.00
5.7
1401
6+00.00
5.9
1990
7+00.00
6.7
2621
8+00.00
6.5
3279
9+00.00
2.5
3722
10+00.00
2.7
3981
11+00.00
4.1
4319
12+00.00
3.2
4682
16+00.00
0.3
4842
17+00.00
1.3
4933
18+00.00
1.6
5076
19+00.00
0.3
5174
20+00.00
1.6
5270
21+00.00
5.9
5645
22+00.00
6.8
6278
+00.00
5.7
6903
+00.00
5.5
7463
+00.00
3.1
7902
+00.00
r
2.2
8166
+00.00
5.1
8532
+00.00
4.9
9033
29+00.00
5.0
9529
30+00.00
4.3
9996
31+00.00
3.2
10,373
32+00.00
2.8
10,674
33+00.00
1.9
10,911
34+00.00
1.6
11,087
35+00.00
1.3
11,302
RECEIVED
OCT 31 2019
DCM-MHD CITY

"I I 1588000 344000
0 500 1,000 2,000 Feet
o�
Legend:
9
Notes:
Carteret County Dredging Projects-
tY 9 9 i DCI
„�
Map displays collected by Geodynamics in
G
Emerald Isle Channels
,",
Elevation in U.S. Survey Feet
1.o n
profiles
Channels behind Emerald Isle, Carteret County NC.
Map No: 6
Drawn By: Dan Ott
Date: 10/O5/2018
'
Survey Dates: 811512018 - 8/16/2018
onSIy.
re°a,a,,,`�,""°m
Reviewed By: Dave Bernstein
Firm PLS No: F-1306
°
View Rotated 75 degrees West
TMsoa>`cs.i 'r
crorn,m�
Saurzez E _'. -
_ �e�•ofi c E, ,pg_
16.1 n
��
Horizontal: NAD83 NCSPF (3200)
CalifiM
Hya�,•phwN�
• 310AG nftd DHe
Q(�p(�� �W
�" •ewe < TES- '-�
Vertical: MLLW
9em5ki .C.H.
geo 252-�-5785
tl CONPLE%COASiAL GIWIGF NADE GLEM ,wy, �am/ mu m,
T 31 2019
MHD CITY