Surf City Beach Nourishment Permit Application

Surf City
Beach Nourishment Project

Prepared For:

The Town of Surf City, NC
October 9, 2019

Prepared By:

TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC, 28405
910-821-1358
www.ticoastal.com

CAMA Permit Application 
Agent Authorization 

CAMA Permit Application 
MP‐1 

252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net
DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT

1. Primary Applicant/ Landowner Information
Business Name
Town Of Surf City
Project Name (if applicable)
Surf City Nourishment 2019
Applicant 1: First Name
Ashley
MI

Last Name
Loftis
Applicant 2: First Name

MI

Last Name

If additional applicants, please attach an additional page(s) with names listed.
Mailing Address

PO Box
2475
City
Surf City
State
NC
ZIP
28445
Country
USA
Phone No.
910 - 328 - 4131 ext.
FAX No.
910 - 328 - 1746
Street Address (if different from above)

City

State

ZIP
-
Email

2. Agent/Contractor Information
Business Name
Ti Coastal Services Inc.
Agent/ Contractor 1: First Name
Jamie
MI
C
Last Name
Pratt
Agent/ Contractor 2: First Name
Chris
MI
L
Last Name
Gibson
Mailing Address

PO Box
11056
City
Wilmington
State
NC
ZIP
28404 Phone No. 1
910 - 821 - 1358 ext.
Phone No. 2
910 - 512 - 3095 ext.
FAX No.
910 821 1359
Contractor #

Street Address (if different from above)
387-B N. Green Meadows Dr.
City
Wilmington
State
NC
ZIP
28405 -
Email
[e-mail]

<Form continues on back>

Form DCM MP-1 (Page 2 of 4) APPLICATION for
Major Development Permit
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net
3. Project Location
County (can be multiple)
Pender County Onslow County

Street Address
214 N New River Dr.
State Rd. #

Subdivision Name
Town of Surf City
City
Surf City
State
NC
Zip
28445 -
Phone No.
910 - 328 - 4131 ext.
Lot No.(s) (if many, attach additional page with list)
, , , ,
a. In which NC river basin is the project located?
Cape Fear River
b. Name of body of water nearest to proposed project
Atlantic Ocean and Atlantic Intercoastal Waterway
c. Is the water body identified in (b) above, natural or manmade?
Natural Manmade Unknown
d. Name the closest major water body to the proposed project site.
Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction?
Yes No
f. If applicable, list the planning jurisdiction or city limit the proposed
work falls within.
Town of Surf City, North Carolina

4. Site Description
a. Total length of shoreline on the tract (ft.)
32,500ft of oceanfront beach
b. Size of entire tract (sq.ft.)
19,040,908 sq.ft. (437 acres)
c. Size of individual lot(s)
, , ,
(If many lot sizes, please attach additional page with a list)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
Highest:9.3ft, Lowest: -10.7ft, Average Elevation: -7.5ft
NHW or NWL
e. Vegetation on tract
American Beach Grass, Sea Oats
f. Man-made features and uses now on tract
Public and private dune crossovers and the Surf City Pier
g. Identify and describe the existing land uses adjacent to the proposed project site.
The lands adjacent to the proposed project site include Topsail Beach, N.C. and North Topsail Beach, N.C. North of the
proposed project site is North Topsail Beach. North Topsail Beach is a residential beach on Topsail Island. Land uses
include recreational boating, fishing, and swimming in the Atlantic Ocean and Intercoastal Waterway. South of the proposed
project site, is Topsail Beach, N.C. Topsail Beach is a residential beach on Topsail Island. Similarly to North Topsail Beach
land uses include recreational boating, fishing, and swimming in the Atlantic Ocean and Intercoastal Waterway.
h. How does local government zone the tract?
Mixed use - residential and light commercial

i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
Yes No NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? Yes No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy.

If yes, by whom?
Yes No NA

Federial FEIS
l. Is the proposed project located in a National Registered Historic District or does it involve a
National Register listed or eligible property?
Yes No NA

Form DCM MP-1 (Page 3 of 4) APPLICATION for
Major Development Permit
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net
<Form continues on next page>
m. (i) Are there wetlands on the site?

(ii) Are there coastal wetlands on the site?

(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)
Yes No

Yes No

Yes No
n. Describe existing wastewater treatment facilities.
Municipal water is available for all residential and commerical properities with the Town of Surf City.
o. Describe existing drinking water supply source.
Existing drinking water supply comes from town-owned groundwater wells.
p. Describe existing storm water management or treatment systems.
Typical runoff to municiple stormwater drains.

5. Activities and Impacts
a. Will the project be for commercial, public, or private use? Commercial Public/Government
Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
See attached project narrative.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Hydraulic cutterhead dredge with 24-30 inch pipeline, 4-5 pushboats and 1-2 crew boats, 3-4 bulldozers, 2-3 loaders, 1-2
excavators.
d. List all development activities you propose.
Placement of approximately 2 million cubic yards of sand on the oceanfront shoreline of Surf City. Material will be dredged
from Banks Channel from station 35+00 to 245+00 and supplemented with truck haul sand from the ST Wooten sand mine
on highway 421 in Wilmington, NC.
e. Are the proposed activities maintenance of an existing project, new work, or both? New Work
f. What is the approximate total disturbed land area resulting from the proposed project? 437.1 Sq.Ft or Acres

g. Will the proposed project encroach on any public easement, public accessway or other area
that the public has established use of?
Yes No NA
h. Describe location and type of existing and proposed discharges to waters of the state.
Surface runoff- No proposed changes to runoff
i. Will wastewater or stormwater be discharged into a wetland?

If yes, will this discharged water be of the same salinity as the receiving water?
Yes No NA

Yes No NA
j. Is there any mitigation proposed?
If yes, attach a mitigation proposal.
Yes No NA

<Form continues on back>

CAMA Permit Application 
MP‐2 

252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)

Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.

Access
Channel
(NLW or
NWL)
Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater
Other
(excluding
shoreline
stabilization)
Length 21,000ft
Width 200ft
Avg. Existing
Depth 6ft MLW NA NA
Final Project
Depth 14ft MLW NA NA

1. EXCAVATION This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
1,300,000 CY of material from Banks Channel and 760,000 CY
from ST Wooten to be placed on the oceanfront shoreline of Surf
City to restore the beach berm and slope

b. Type of material to be excavated.
Beach Quality Sand. Mean grain size: 0.31mm; 0.7% fines.
11.1% CaCO3.

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
WL None
(ii) Describe the purpose of the excavation in these areas:

d. High-ground excavation in cubic yards.
760,000 CY from ST Wooten Sand mine on Hwy 421 in
Wilmington, NC

2. DISPOSAL OF EXCAVATED MATERIAL This section not applicable
a. Location of disposal area.
Surf City Oceanfront Beach; Unsuitable material will be
stockpiled at the Broadway Ave staging area, then placed
on DA-203, outside of USACE right of way, on State owned
property after completion of the project

b. Dimensions of disposal area.
Length: 32,500ft, Width: 350ft on average

c. (i) Do you claim title to disposal area?
Yes No NA
(ii) If no, attach a letter granting permission from the owner.
d. (i) Will a disposal area be available for future maintenance?
Yes No NA
(ii) If yes, where?
Surf City Oceanfront Beach

e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
CW SAV SB
WL None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
Yes No NA
(ii) If yes, how much water area is affected?
230 acres (10,020,425 sqft) below MLW on the beach

Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06
Replace eroded sand from Hurricane Florence and increase
coastal protection for property owners in Surf City

3. SHORELINE STABILIZATION This section not applicable
(If development is a wood groin, use MP-4 – Structures)
a. Type of shoreline stabilization:
Bulkhead Riprap Breakwater/Sill Other:
b. Length:
Width:
c. Average distance waterward of NHW or NWL:

d. Maximum distance waterward of NHW or NWL:

e. Type of stabilization material:

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.

g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
h. Type of fill material.

i. Source 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
If yes,
(ii) Amount of material to be placed in the water 1,124,525
CY
(iii) Dimensions of fill area 32,500' x 350'
(iv) Purpose of fill
Navigation dredging in Banks Channel with beneficial use
of material for shoreline protection and habitat restoration.

b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
CW SAV SB
WL None
(ii) Describe the purpose of the fill in these areas:

5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Beach quality sand will be pumped and desposited onto the beach
via dredge and piping and also by truck haul from ST Wooten to
Surf City; bulldozers will shape the sand into the designed
template.

b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Hydraulic dredge, booster pump, dredge pipe, loader, bulldozer,
offroad buggy, on road dump trucks, offroad dump trucks,
excavator.

c. (i) Will navigational aids be required as a result of the project?
Yes No NA
(ii) If yes, explain what type and how they will be implemented.

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.

CAMA Permit Application 

Project Narrative 
1.0 Purpose
1.1 Introduction
The Town of Surf City, N.C. was incorporated in 1949 and is situated along a +/- 6 mile stretch of central
Topsail Island. During the 1990s, Surf City endured 5 direct hits by Category 1 or stronger Hurricanes and
recently sustained widespread impacts from Hurricane Florence in September 2018. This put much of
Surf City’s oceanfront in a critical or imminently threatened status. Losses of the beach berm prior to
Florence left over 13% of the developed properties imminently threatened and a total of 58% properties
endangered and not conforming to state setback regulations for building or re-building. These numbers
are even more dire now after a direct landfalling hurricane last season. It is estimated that over 70% of
structures were eminently threatened immediately after Hurricane Florence. Even with annual beach
bulldozing operations, the shoreline continues to migrate landward as there is no natural influx of sand
to rebuild the beach. This lack of sediment introduction along the Town’s beachfront is due to its central
location on the island 14 miles south and 5 miles north of the inlets at either end of the island. The only
major source of sediment influx to the beachfront is the shoreward migration of sediment from nearby
hard-bottoms. These very thin, low in volume, nearshore veneer deposits are insufficient to naturally
provide the quantity of sediment necessary to keep the shoreline in a non-erosive equilibrium. The
landward migration of the shoreline and the absence of new sediment along the beachfront make this
region one of the most sediment starved areas on the East Coast of the United States. Additionally, the
passing of tropical cyclones and nor’easters make the Town vulnerable to significant beach erosion and
property damages at any given time, which brings concern to an already sediment starved environment.
The existing conditions for the Town of Surf City require beach nourishment efforts to preserve this
pristine coastline. Management of this coastline will not only benefit the coastal ecosystem but also
protect the present real estate and infrastructure which is a primary income for the Town during the
summer months. Beach management is a constant and adaptive process. The dynamic coastal
environment is in constant movement and mitigation strategies must be implemented to offset beach
erosion. By implementing and executing beach nourishment on a programmatic level, the long-term
future of the beach for the Town can be secured, protecting valuable environmental resources and local
real estate. A beach nourishment program entails adding sand to the beach front multiple times over
several decades, not just a “one-and-done” project. The beach nourishment program is not only more
feasible financially but allows for additional monitoring surveys for the beach front of Town in order to
offset beach front loss over several decades. The monitoring surveys detail the current condition of the
beach and assist in placing sand appropriately for each nourishment project. A good program will
eventually reduce the rate of erosion and become more economical as time moves forward.
1.2 Project Objectives
As discussed in Section 1.1, the Town of Surf City is proposing to increase the scale of its beach
nourishment project. The proposed project’s goal is to afford immediate relief from encroaching high
tides on the upland beach and dune system, providing sufficient coastal protection from Hurricanes and
Nor’easters for a 4-5 year time increment and buy the Town more time for either the Federal (USACE)
CSDR project to become appropriated and go to construction or to develop and implement a long term,
locally funded Beach Management Plan.
There are two primary objectives of the proposed project. The first is to protect properties located
within the Town of Surf City from future loss due to major coastal storms. The Town of Surf City contains
approximately 2,600 homes and about 2,100 year-round residents. Of the 2,600 properties
within Town limits, 430 of them are directly oceanfront. During the summer vacation season, the
residential population swells to over 19,000, sustaining the Town’s motels, restaurant, gift shops, fish
pier and local businesses. The primary tourism draw, as with most coastal communities in the United
States, is a wide and beautiful recreational sand beach, clean ocean and sound side waters, and boating
access. If the Town did not maintain its coastal resources, visitors would likely choose a different beach
town to vacation in and patronize businesses in other coastal communities. Widening the dry berm
beach also provides habitat for shorebirds as well as nesting areas for sea turtles. Currently, the entire
beach is nearly submerged on a normal high tide cycle, significantly reducing the available nesting area
for both birds and turtles within Surf City.
The second primary objective of the recommended project is to maintain Banks Channel adjacent to
Surf City. The Town of Topsail Beach operates a town owned boat ramp and the North Carolina Wildlife
Resources Commission (NCWRC) maintains a state owned boat ramp near the Surf City Bridge, allowing
residents and tourists a public access point to its coastal waters. Dredging Banks Channel adjacent to
Surf City and beneficially using the beach quality sand for a beach nourishment project provides a clear
passageways for boaters to travel to the federally maintained Atlantic Intercoastal Waterway (AIWW),
and enjoy the backbarrier channels of Surf City without the worry of navigating through shoaled
waterways. It should be noted that the Town of Topsail Beach recently received permits to dredge Banks
Channel to the exact proposed dimensions as this project. Banks Channel in its entirety was originally
included in the Topsail Beach permit application; however, the existing vibracores at the northern end of
Banks Channel were over 5 years old (at the time of permit submission) and therefore no longer valid for
the current permit application. As such, the northern portion of Banks Channel was dropped from the
Topsail Inlet permit request to expedite permitting and remain on schedule for Topsail Beach. Since that
time, additional vibracores for the remaining portion of Banks Channel have been collected and
analyzed to continue the proposed 200’ width and 12+2’ MLW dredge depth, currently permitted for
Topsail Beach, for the remainder of Banks Channel.
As mentioned above, the Town of Topsail Beach recently permitted its full 30 year management plan
project and is set to begin construction in the fall of 2019. This project utilizes beach quality sand in New
Topsail Inlet, Topsail Creek, the Cut-Through Channel, Banks Connector Channel, Banks Channel, and
Banks Side Channels 1 and 2 to construct a new primary dune system and a large dry sand beach on
their oceanfront beaches. Based upon the most recent survey data, the beachfill template requires
approximately 2.1 million cubic yards of sand and the permitted sound-side channel systems contained
approximately 3.4 million cubic yards of sand. After Topsail Beach has completed construction in the
winter of 2019, Surf City will use the remaining sand in the Banks Channel permitted templates,
combined with the continuation of an expanded Banks Channel template (proposed in this application)
to place approximate 1.6 million cubic yards of sand on their oceanfront beach. Prior to hydraulic
dredging of Banks Channel, a separate truck haul project, initiated in the spring of 2019, will continue to
rebuild the dune system lost to Hurricane Florence while the hydraulic beachfill project from the sound-
side channels will construct a dry sand beach and natural slope seaward of the dune system.
The design goals of the proposed project are summarized as follows:
• To provide interim Hurricane and Nor’easter protection to Surf City by increasing the width of
the dry sand beach and repair dune scarping until the Federal USACE CSDR Project is
appropriated by Congress or the Town can initiate a long term Beach Management Plan.
• Continue to provide a wide recreational beach for local residents and tourists to enjoy
(swimming, fishing, etc).
• Maintain safe navigation throughout all interior channels surrounding Surf City that are
utilized by both commercial businesses as well as the public for pleasure boating, fishing, and
water sports.
• Provide dry sand habitat for shorebird and sea turtle nesting and reduce the probability of
overwash during storm events for nests.
2.0 Project Description
2.1 Location

The project site is located in the middle of Topsail Island within the municipal limits of the Town of Surf
City. Topsail Island is a barrier island located in southeast North Carolina along the beaches of Onslow
Bay. The Town of Surf City is bordered by North Topsail to the north, the Atlantic Ocean to the east,
Banks Channel to the west and Topsail Beach to the south. The island is accessible to the public by
highways 50 and 210 with Highway 50 being the only main road to the Town of Surf City. The
approximate geographic coordinates of Surf City are Latitude 34o 25’40” and longitude 77o 33’ 24”. The
Town consists of mixed use zoning, consisting primarily of residential single family homes, a small
downtown business district, and several moderately sized hotels and condominiums. The oceanfront
beach is flanked by a vegetated dune system consisting of typical beach vegetation including American
Beach Grass (Ammophila breviligulata) and Sea Oats (Uniola paniculata).

2.2 Surf City Current Beach Conditions

In fall 2017, a beach monitoring survey was completed for the Town in order to compare the current
conditions with previous datasets. Additionally, deliverables were prepared that showed (1) current
beach width (Figure 1), (2) current distance from structure to setback line (Figure 2), and (3) current
dune retreat rate (Figure 3). (1) The current beach width of the Town indicates that over 50%, nearly
20,000 linear feet (lft) (3.75 miles), of the present shoreline has a current beach width between 10 to 20
ft. The present beach width serves a great importance to not only acting as a buffer from on-coming
wave energy, but it also provides essential habitat for nesting turtles and birds. Additionally, the beach
width provides an area for recreation for beach-goers in summer and year-round residents. (2) The
current distance from structures to the setback line indicate that nearly 70%, 294 dwelling units fall
within the 60 ft setback line. This means that if all property were to be over 50% destroyed from a
tropical cyclone close to 300 dwelling units would have be moved from their current position and rebuilt
outside of the setback line. (3) The current dune retreat rate varies across the Town. The dunes not only
serve an important role in establishing vegetation growth for sea oats, which help keep the dune in
place but are the primary defense against storm surge. Just over 50%, nearly 18,000 lft (3.4 miles), of the
Town is experiencing a dune retreat of 4 to 9 ft per year. The seaward edge of established vegetation
growth serves as the point from which the setback line is measured; therefore, adding a broader beach
and dune field can make established vegetation growth be more seaward allowing for non-conforming
houses to regain conformity to the 60 ft setback rule.
The current conditions of the Town indicate a beach management program is needed to help with the
current beach width, distance from structure to setback line, and current dune retreat rate.
Implementing a cost-effective, environmentally friendly, and tourist attractive plan will benefit the Town
substantially. A beach nourishment program will allow for continued deliverables of the Town’s present
beach conditions and contribute to future beach nourishment plans for the Town of Surf City.

Figure 1. The beach width condition (2017) for the Town of Surf City.

Figure 2. The distance from structure to setback line (2017) for the Town of Surf City.

Figue 3. The dune retreat rate for the Town of Surf City from 2012 to 2017.
2.3 Wave Climate and Littoral Transport

Topsail Island is situated within a mixed-energy hydrodynamic setting. Mean wave height is 3.3 ft and
mean tidal range is 3.0 ft (CLEARY, 1994 and USACE, 2006). Annually, the most frequent occurring wave
heights range from 1.6 to 3.2 feet. During winter months, the most frequent wave heights range from
1.6 to 4.9 ft due to storms and easterly to northeasterly approaching waves increase in occurrence.
Waves during the summer months propagate from a southeasterly direction and often reach 1.0 to 3.0
ft in height. Tropical systems, although infrequent, can generate waves exceeding 15.0 feet (USACE,
2006). The net longshore sediment transport is from north to south in Surf City.

2.4 Storm Events

Storms over the past 65 years have caused extensive damage to the island, destroying infrastructure
and transporting sand from the oceanfront beach across the island to the marsh and sound creating
overwash fans. Topsail Island is located along major historic storm tracks, and as a result has been
repeatedly impacted by tropical and extra-tropical storms. Storm activity between 1944 and 1962 and
in the late 1980’s was significant and caused extensive damage island-wide. Hurricane Hazel (1954) and
the Ash Wednesday Storm of 1962 were significant events causing massive damage. Hurricane Hazel
destroyed approximately 90% of the buildings in existence on the island. That storm generated a 9.5 ft
storm surge above mean sea level (MSL). The island’s average elevation was 8.9 ft above MSL (CLEARY
and PILKEY, 1996). Hazel removed 850,000 CY of sand from the oceanfront beaches of Surf City and
Topsail Beach. A portion of sand lost from the beach was carried onto and across the island into the
sound and marsh in the form of overwash terraces. A large volume of this sand was lost from the
oceanfront system as it became trapped beneath grasslands and incorporated into dune fields perched
above washover deposits.

Prior to 1996, southeastern North Carolina had not experienced a hurricane stronger than a category 2
since 1954 (Hurricane Hazel) and a single dune, often scarped and sometimes nonexistent, fronted a
majority of Topsail Island. However, between 1996 and 1999, four major hurricanes made landfall in the
region with two others passing nearby. The southern 2-mile length of Topsail Beach experienced some
of the most extensive formation of washover terraces during the hurricanes of the late 1990’s.
Overwash terraces extended as far as 328-656 ft across the leveled barrier island (CLEARY et al., 2006).
Bertha and Fran (1996) and Floyd (1999) were among the most destructive and costly storms ever to
impact North Carolina. Frequent storm events affecting the region have increased erosion of oceanfront
property.

Most recently, in September 2018, Hurricane Florence made landfall near Wrightsville Beach as a strong
category 1 storm. The duration of this storm event was extremely long and the cumulative impacts of
the lasting hurricane force winds, surf, and tides wreaked havoc on Topsail Island. While total losses of
property were limited in Surf City, the dune and beach system were severely eroded leaving the
majority of the properties within town limits in imminent danger and fronted by a scarped or
nonexistent dune system.
3.0 Project Purpose

3.1 Integration of Navigation and Nourishment

As with most coastal towns, the beach itself is the number one economic resource and driving factor in
the local economy. A close second is the surrounding waterways and boating access and as such, both
need to be maintained. With a year-round population of approximately 2,100 residents and a
summertime population of nearly 19,000, it is easy to see that the draw of the beach, ocean and
waterways have a huge impact on the local economy. Ensuring that both of these natural resources
remain attractive to visitors, provide storm protection to residents, and protect the Town’s
infrastructure is the ultimate goal of a successful beach and sound management plan.

In February 2017, the USACE received guidance from headquarters that essentially made all dredge
disposal areas off limits. Under these guidelines, disposal on the beach is the only option for a project of
this magnitude. By beneficially using material dredged from Banks Channel, combined with remaining
sand within the permitted channels for the Town of Topsail Beach, both facets of the project are
completed—the beach receives high quality sands to replace eroded sands and maintain the high quality
coastal environment that draws summertime visitors to Surf City. In unison with the nourishment of the
beach, because the local channel systems are the sources of sand, navigation behind Topsail Beach and
Surf City is significantly improved and completed at one time rather than leaving ‘speed bumps’ or
extraneous shoals within the channels. The proposed dredge channel dimensions provide sufficient
capacity to allow for the historic shoaling rates to infill the channel while still providing navigation at the
federally authorized depths for the designed return period of the project, estimated at 4 to 5 years.

Traditionally, beach nourishment projects and navigation dredging projects have focused on each
individual aspect. Offshore borrow sites have been the go-to source for sand used to restore beaches,
excavating expansive shoals miles off the beach and placing the material on the beach via pipeline or
hydraulic dredge. Due to their spatial size, the offshore borrow sites often provide substantial volumes
of beach quality sand and are viable resources for multiple nourishment projects. However because they
are outside of the active sediment transport zone, they do not recharge and once the sand supply has
been exhausted a new search for sand must occur. Beach quality sand exists in the northern portion of
Banks Channel due to overwash fans associated with the string of 1990’s hurricanes. The proximity of
this channel area to the dynamic inlet zone does not produce tidal currents strong enough to transport
beach quality sand within this area. While the volume of sand exists in the channel system to perform an
initial construction project for Surf City, future locally funded projects will need to search for an
alternative, most likely offshore, borrow source.

3.2 Increased Shoreline Protection

In the early 2000s, the United States Army Corps of Engineers (USACE) completed the feasibility study
and approved a Coastal Storm Damage Reduction (CSDR) project for the Town of Surf City, aimed at
protecting coastal properties and infrastructure from major storm events. The federal beach design
consists of 2 stages of construction—an initial construction which constructs a large beach in
anticipation of equilibrium induced erosion and then maintenance portion for the remaining lifetime of
the project. The maintenance portion of the project is a much smaller beach than the initial
construction beach. As shown in Figure 4, this federal beach berm design included a 300 ft wide berm
for initial construction and then maintains the berm at 50 ft wide maintained at an elevation of 6 ft
NAVD with a 1:15 beach slope. The dune would be 25 ft wide at an elevation of 14 ft NAVD with a 1:10
dune slope. The initial construction of this project would consist of 6.6 million cubic yards of beach fill
coming from offshore borrow areas.

As mentioned before, this Federal CSDR was authorized by congress for construction in 2014 as a
combined project covering both Surf City and North Topsail Beach. No Federal appropriations have been
approved to start construction on this project through the FY 2020 budget. Additionally, the original
design agreement was executed on August 8, 2011 for the Surf City/North Topsail Beach project and this
authorization will expire ten years from enactment unless construction is initiated within this time
frame. With no appropriations available through the 2020 fiscal year, the chances of the project starting
before the sunset clause is initiated are very slim. The Non-Federal cost share of the initial construction
project, split between Surf City and North Topsail Beach, is $49,983,000 and both towns must be ready
to contribute their portion of the funds if and when the Federal appropriations are approved by
congress. Without both Towns paying their portion, the entire project would remain unfunded.

Figure 4. USACE federal beach template design. The initial construction (grey line) would be built for the first cycle
of the beach nourishment program. The next cycle of beach replenishment efforts would only be filled to the 1550
Dune-and-Berm bolded line for future projects.
Due to the uncertainty in Federal appropriations and time frame, coupled with the high initial
construction costs, the Town has decided to select an alternate interim project that is more feasible and
a better long term solution. In fall of 2017, a conditional beach survey was completed in order to
determine the best design beach templates for the Town of Surf City. Given the condition of the beach,
volume of economical sand, and Surf City’s budget, TI Coastal developed a feasible beach nourishment
template that would begin a long term beach management plan for Surf City. The template entails an
average 85 ft wide berm at an elevation of 5 ft NAVD with a 20H:1V natural beach slope (Figure 5). The
initial beach design allows for repair of any scarped dunes by adding a 5H:1V slope. The dune portion of
the project will be completed by a separate truck haul project, working to rebuild the pre-Florence
primary dune, however if any scarping to that dune is present at the time of hydraulic construction, the
dune face will be dressed up to restore a 5H:1V slope. Initial construction of this local project would
consist of approximately 1.6 million cubic yards of beach fill, dredged from Banks Channel from the
southern terminus of Banks Side Channel 1 to the northern extent of beach compatible material at
Station 245+00 in Banks Channel. To supplement the total material needed to complete the beachfill
project design, high quality beach sand will be trucked in from the ST Wooten sand mine on Highway
421 in Wilmington (the same sand mine that the truck hauled dune sand is coming from). Final
placement areas of hydraulically placed and trucked in sand will depend upon construction logistics at
the start of the project, however it is likely that this material will be placed on the northern end of Surf
City, from the North Topsail Beach town line to approximately station 220+00 on the beach, where it will
meet the hydraulic beach placement area.

Figure 5. Proposed beachfill template. The colored lines indicate the June 2018, January 2019, and July 2019 beach
condition and the black line indicates the proposed template of the beach placement area. Dune construction will
be done by truck haul and berm and slope construction by hydraulic dredge.
3.3 Navigational Benefit
As mentioned in the section above a secondary benefit from this project is to provide and maintain
navigation at the federally authorized depths over the 4-5 year design cycle of the project. By creating
shoaling capacity, the need for intermittent work between beach nourishment projects would be
removed. Not only does this reduce the temporal environmental impact to the shallow water channel
systems, it also alleviates the burden to the USACE dredge fleet. The sidecast dredges Fry and Merritt
have been the USACE dredges to address shoaling and navigation issues in shallow draft inlets along the
eastern seaboard. Despite being maintained and managed by the local USACE Wilmington District, these
dredges are used in inlet systems from New Jersey to South Carolina. To exacerbate the burden of the
sidecast dredges, the Fry was decommissioned in 2011 due to its age. This leaves the aging Merritt,
which is over 50 years old, as the only available sidecast dredge to perform work on 25 separate inlet
systems along the Atlantic coast. By establishing a navigational dredging plan for the Banks Channel
system adjacent to Surf City, the Merritt would be free to address issues in other shallow draft inlets.
As mentioned previously, the initial construction project for Surf City will utilize whatever sand remains
within the Topsail Beach Nourishment Projects permitted templates after Topsail completes their
project in the fall of 2019. It is anticipated that the Topsail project will require somewhere in the
neighborhood of 2.1 million cubic yards of sand to complete their nourishment which leaves
approximately 1.6 million yards in template. Dredging within Banks Channel for the Surf City project will
begin near Station 35+00 and continue northward to station 245+00. Approximately 1.3 million CY of
high quality sand exists within this section of channel. Piggy backing the Surf City project onto the
Topsail project creates a comprehensive cleaning of the channel system and removes all hot spot shoals
from the system.
4.0 Proposed Project Description
4.1 Surf City Beachfill
Surf City is proposing to undertake an interim, emergency beach nourishment project until the Federal
CSDR Project is appropriated or sunsets in 2021 and a locally funded long term Beach Management Plan
can be adapted. Coupled with the truck haul dune restoration project, these projects would begin work
to rebuild the primary dune system that was eroded during Hurricane Florence as well as create a dry
sand beach in front of the dune to keep wave energy further offshore, reduce dune scarping, and
protect dune crossovers. The beach placement would occur along the full length of beach within Surf
City, from the town line with Topsail Beach on the south and the town line with North Topsail Beach on
the north (Figure 6).

Figure 6. Beach nourishment would occur within the red oceanfront beach areas, from Topsail Beach to North
Topsail Beach and include all of Surf City.
Given the condition of the beach as described above in the 2017 analysis and the recent impacts from
Hurricane Florence, the initial project for Surf City is triage in nature and seeks to provide immediate
relief to the oceanfront homes and Town’s infrastructure from future coastal storm events. This project
proposes on average a 85 foot wide dry sand berm at elevation 5 ft NAVD88 and repairing the dune
scarping/erosion to the truck hauled dune. The front dune slope will be 5H:1V and the beach slope will
be 20H:1V. Beach nourishment would cover the entire length of Surf City, from the Town of Topsail
Beach to North Topsail Beach lines and is estimated to require approximately 1.6 million cubic yards of
sand to fill the proposed template.

Surf City began an emergency Post Florence truck haul project to rebuild sections of dunes lost and
badly damaged during the storm. This project was put on hiatus due to environmental moratoriums and,
pending permit approval, will begin again on November 16, 2019, completing dune reconstruction along
the entire length of Surf City. Areas of dunes that were previously constructed by the truck haul project
and have been eroded will be repaired and dressed up during the hydraulic beach fill portion of the
project. The condition of the dune system as a whole at the time of this proposed construction project
will dictate any additional dune work that is needed to ensure the dune template is full and complete at
the time of berm construction. A typical cross section of the completed beachfill template can be seen
above in Figure 5, with the dune construction being completed by truck haul prior to the start of this
proposed project, and the berm and beach slope being constructed by hydraulic dredging of Banks
Channel. Within Banks Channel, the quality of sand degrades north of station 245+00 and therefore
dredging under this authorization has been truncated here. Approximately 1.6 million cubic yards of
sand exists within this channel template area to grade (berm elevation of 5.0’ NAVD88). In order to
complete the beachfill for the full Surf City berm template, trucked in sand from the ST Wooten sand
mine on Highway 421 in Wilmington, NC is proposed to supplement the hydraulic fill from Banks
Channel. Given the anticipated overfill requirements for this project, approximately 758,700 cubic yards
of sand from the upland sand mines is proposed to be trucked in and placed on the northern portion of
Surf City.

4.2 Hydraulic Dredge Areas

Initial renourishment of Surf City proposes to use beach quality shoaled sand within Banks Channel,
west of Topsail Beach. The Town of Topsail Beach recently permitted dredging within Banks Channel to a
width of 200 feet and 12+2’ MLW deep. Vibracores collected for Topsail’s permitting effort only
extended to station 210+00 and therefore the expanded channel dimensions end there. Nourishment of
Surf City seeks to utilize this currently permitted portion of Banks Channel. In the time since the Topsail
Permit was submitted, additional cores have been collected to characterize the sediments from Banks
Channel station 210+00 to the intersection with the AIWW at station 328+00. Given the quality of sand
found in the collected vibracores, the increased width of 200 feet and depth of 12+2’ MLW is proposed
to continue to Station 245+00 in Banks Channel—thereafter, the quality of sand degrades and is
questionable for beach placement. Given the essential timing for this permit application, every attempt
has been made to alleviate the concern for any unsuitable material placement on the beach.
The timing and plan for the November 16, 2019 start of dredge season includes Surf City continuing and
completing its ongoing truck haul dune reconstruction project, restoring a continuous primary dune
system for the entire length of the Town. At the same time, Topsail Beach will begin construction on its
beach nourishment project, utilizing permitted sand sources of Topsail Inlet, Topsail Creek, the Cut
Through Channel, Banks Connector Channel, Banks Channel, and Banks Side Channels 1 and 2. An
estimated 2.1 million cubic yards is required for Topsail Beach to complete their project, leaving nearly
1.3 million cubic yards within the permitted channel templates. After the dune construction in Surf City
and Topsail’s beachfill project are completed in or around February 2020, hydraulic dredging will begin
for Surf City utilizing beach quality sand in the remaining permitted Topsail Channel system in addition
to the remaining length of Banks Channel, proposed within this application. Because of channel location
and beachfill areas, it is anticipated that Topsail Beach will use sand from New Topsail Inlet, Topsail
Creek, the Cut Through Channel, Banks Connector Channel and Banks Side Channels 1 and 2 to complete
their project and Banks Channel will be used to nourish Surf City. The exact areas used for each project
will be determined at the time of construction based upon the condition of the beachfill areas and
amount of shoaling within the dredge areas.

Figure 7. Channel dredging will occur within the red Banks Channel template extending from the southern end of
Side Channel 1 to Station 245+00.

4.3 Pipeline Crossings

Pipeline routes for the project will extend from the Banks Channel dredge area to a planned under road
crossing at Oleander Drive in the southern end of Surf City and the existing pipeline crossing at Queens
Grant in Topsail Beach. These under road crossings allows the dredge pipeline to cross from Banks
Channel to the oceanfront beach disposal area without impeding traffic and limiting the environmental
impact of pipeline routes through critical dune and marsh habitats. Dredge pipe will stretch from this
location both southward to the Topsail Beach town line and northward on the beach of Surf City until
reaching the end of the job at the North Topsail Beach line. Sporadic booster pumps may be needed to
assist in pumping the sand but final location of these pumps, both in Banks Channel, along the beach, or
slightly offshore will be dictated by the final contractors needs and equipment. The dredging contractor
will utilize vehicle crossovers at Kinston Avenue, near the Surf City bridge and Broadway Avenue
towards the northern end of town for all ingress and egress from the construction site.

Figure 8. Proposed under road pipeline crossing at Bland Drive in Surf City.
4.4 Environmental Impacts
Efforts to reduce the overall environmental footprint of the project have been built into the design, from
following the azimuths of the Federally authorized navigation channel in Banks Channel to a natural
beach design that minimizes scarping and mimics the existing beach profile. All work proposed for Surf
City falls within the guidelines of already established Biological Opinions (BOs). Dredging and beachfill
associated with the Banks Channel system and Surf City oceanfront beaches should fall under the North
Carolina Statewide Programmatic BO (attached in appendices). Additionally, a BO was written for the
recently permitted project at Topsail Beach and as these two projects are extremely similar in nature
(borrow areas and beachfill design); all work in Surf City should fall within these parameters as well.
Finally, the USACE Coastal Storm Damage Reduction Project for Surf City and North Topsail Beach has
been approved and permitted and the Federal Environmental Impact Statement/BO for this project
blankets beachfill work proposed here within. All work associated with this project and under this
permit application will fall within the auspices of these three, previously defined and accepted,
Biological Opinions.
5.0 Geotechnical Information
5.1 Vibracore Collection
Core collection began on March 29, 2018 when TI Coastal contracted Athena Technologies, Inc. to
collect 13 vibracores from Banks Channel adjacent to the Town of Surf City to investigate and determine
if shoaled material in the channels was beach compatible in accordance to the North Carolina
Department of Environmental Quality (NCDEQ) Sediment Criteria Rules. All cores were collected with 3
inch diameter aluminum pipes and pneumatically vibrated into the substrate. The cores were taken back
to Athena Technologies’ shop, where the core barrels were split longitudinally and cut into 5 foot
sections, with one half of the core dedicated to descriptions and sampling and the other transferred to
3-inch PVC and wrapped for archiving. The split cores were delivered to TI Coastal’s USACE certified
Geotechnical Lab on April 5, 2018. An additional vibracore (TB-48) was included in this initial study from
a previous project and the same procedure for collection was executed.
The core layout and spacing was created by TI Coastal in accordance with the NCDEQ Sediment Criteria
Rules for borrow site characterization, allowing for 1,000 foot spacing between cores and taken on the
shallower sides of Banks Channel (Figure 9 and Figure 10). Athena Technologies loaded the proposed
core locations into their on-board navigation software and used Differential Global Positioning System
(DGPS) positioning to navigate to each core location. Water depths on site were collected via survey rod
and then tide adjusted by coordinating with TI Coastal personnel who read tide levels from an
established tide board at the Surf City Boat Ramp. This information provided the top of hole elevation, in
NAVD88, and allowed Athena to calculate their goal penetration depth, which was set at 2 feet below
the proposed dredge overdepth (-14' NAVD88). The additional 2 feet of penetration allows for some
core loss upon retrieval while still ensuring the total core recovery covered the entire proposed dredge
depths.

Initial results of the March 2018 sampling effort and subsequent analysis revealed the potential for
unsuitable material residing within the proposed dredge template, near the northwesterly turn of Banks
Channel towards the Atlantic Intracoastal Waterway. Significant findings of silt and oyster shells, from
relict marsh banks, were found in the cores. In order to better delineate the area of unsuitable material
and isolate it for separate disposal methods, additional vibracores were proposed in the questionable
area. The supplemental cores were spaced between the March 2018 core locations with the goal of
isolating the unsuitable material and maximizing the beach compatible sand. Athena Technologies was
again contracted to collect the cores and work was completed on July 11 and 12, 2019 with the same
procedures as the first sampling effort. After splitting the cores at their office, Athena delivered the
2019 Surf City vibracores to TI Coastal on July 19, 2019.

5.2 Vibracore Analysis

Core photography and descriptions began on April 5, 2018 and was completed on April 13, 2018. Core
descriptions focused on sediment texture and grain size, Munsell sediment color, sorting and visual
USCS classification. A total of 43 representative samples, one for each distinct stratigraphic layer in the
cores, were collected for grain size and calcium carbonate analysis. Each sample was transferred into a
porcelain evaporating dish and dried in a bench oven at 215o Fahrenheit for at least 10 hours and held
for testing in a sealed plastic zip lock bag. Grain size statistics were generated by running approximately
200 grams of the dried sediment sample through TI Coastal’s stack of sieves on a sieve shaker for 25
minutes (Table 1). The incremental weight retained was recorded and entered into gINT, a geotechnical
software that generates data reports based upon user defined sediment statistics. GINT utilized the
weight retained on each sieve to determine the critical statistics: mean grain size, median grain size,
standard deviations, skewness, kurtosis, sorting, percent fines, and USCS classification. Grain size
analysis was completed on April 16, 2018.
Calcium carbonate testing began on April 17, 2018 and was completed on April 19, 2018. Analysis was
conducted via acid digestion where 3 molar hydrochloric acid was introduced to approximately 50 grams
of the dried sediment sample. The acid was added until the chemical reaction ceased, indicating all of
the CaCO3 was dissolved from the sample. The remaining sediment was rinsed with distilled water and
then dried in a bench oven at 215o Fahrenheit for at least 10 hours and weighed a second time once dry.
The percentage of calcium carbonate was determined by the difference in weight between the original
sample and the final sample.

The 2019 core descriptions and photography was completed between July 23 and 25, 2019. Utilizing the
same procedures as before, the split vibracores were analyzed by a North Carolina Professional
Geologist, describing each individual stratigraphic layer and collecting representative samples for each
sedimentary layer for grain size analysis, Munsell colors, and calcium carbonate testing. Geotechnical
testing for the 2019 cores was conducted between July 29 and August 9, 2019 thus creating grain size
distribution curves, granularmetric tables, and determining Munsell color for the representative
samples.

The following week, the vibracore spider map was updated by incorporating the additional cores as well
as the 2019 Surf City monitoring data. The spider map breaks the proposed dredge area in Banks
Channel into polygons where one vibracore represents the sediment within that segment of channel
(map is included in Appendix A). The polygons were delineated by the midpoint of the straight line
distance between two adjacent cores. Volume analysis was performed within the channel footprint for
each core compartment to determine the amount of sediment each core layer represented. Once the
total volume of sediment for the individual core layer was calculated, a weighted average of the sieve
analysis was created, multiplying the total volume by the percent of sediment retained on each sieve.
Compiling these numbers, an overall composite sample was created for Banks Channel in order to
compare the borrow area sediment to the Native sand found on Surf City’s oceanfront beach.

Calcium carbonate testing for the 2019 cores was completed on August 20 and 21, 2019 and utilized the
same procedure as described for the 2018 vibracore samples. The calcium carbonate percentages were
added to the final Surf City Banks Channel statistical analysis.

Because the proposed dredge area of Banks Channel extends southward to Station 35+00 and the Surf
City Banks Channel vibracores covered the area from 210+00 to 328+00, the volumetric and
geotechnical information completed for the Banks Channel dredging portion of the Topsail Beach
Nourishment and Dredging Project were incorporated into the final spreadsheet. Only cores that
represented material within the proposed dredge template from 35+00 to 210+00 were used, but this
provides a comprehensive geotechnical investigation of the sediment within the entire proposed dredge
area. Compiling these numbers, an overall composite sample was created for Banks Channel.

Preliminary comments from regulatory agencies after an initial permit submission on May 23, 2019
indicated potential issues with sediment color. Review of initial procedures indicates that the Munsell
colors were taken while the sample was wet and errantly recorded as a dry Munsell color in our
geotechnical reports. These color hue, value, and chroma do not accurately represent the final color of
dredged sediment after it has been placed on the beach and allowed to oxidize. Virgin material within
the template has resided in an anoxic environment for an extended period of time and is therefore very
dark in coloration when first removed from the ground. Allowing the material to naturally dry in the sun
provides a better interpretation of the final sediment color once placed on the beach. The 2018
vibracore samples were re-evaluated for Munsell color by drying through an open-air, sun drying
process, allowing the sediment to oxidize naturally and lighten due to solar radiation as it would
naturally on the beach. Between August 4 and August 9, 2019 the 2018 core samples were placed in
aluminum pan baking dishes and left in a sunny area near TI Coastal’s geotechnical lab until completely
dried. These samples were then photographed with the 2.5YR Munsell color classification sheet to
provide better insight to the actual sediment colors. Representative samples from the 2019 cores were
dried in the oven, but still photographed with the 2.5YR Munsell page for comparison. The sediment
coloration was re-evaluated for each 2018 sample and updated in the official sample records and all
samples appear to be compatible with the native beach sediment. Photographs of the sun dried (2018)
and oven dried (2019) sediments can be found in the digital copy of Appendix A.
Subsequent submittals of the summer 2019 vibracores and associated geotechnical analysis indicate
that material in template north of Station 245+00 in Banks Channel degrades in quality as the quantity
of clastic material and silt increases. To minimize any influx of unsuitable material for this project, the
dredge area has been truncated to Station 245+00 under this permit application.

Table 1. The sieve set used to calculate the grain size statistics (i.e. sorting, mean, median, skewness,
and kurtosis). Classification based on the Wentworth grade scale.

Figure 9. Vibracore summary provided by Athena Technologies for March 2018 and July 2019 sampling efforts.

Figure 9. Vibracore summary provided by Athena Technologies for March 2018 and July 2019 sampling efforts.

Figure 10. The 27 vibracore locations in Banks Channel adjacent to the Town of Surf City. This permit application truncates the proposed dredge
area to Station 245+00 in Banks Channel. As such, Core SC-04 is the last represented vibracore and only 19-SC-01 was used from the 2019 core
efforts.
5.3 Surf City Native Grain Size Analysis

According to the CRC guidelines, sediment sampling and analysis was conducted to capture the three-
dimensional spatial variability of the sediment characteristic such as grain size, sorting and mineralogy
within the natural system; Shore-perpendicular topographic and bathymetric surveying of the beach
was conducted to determine the beach profile. Topographic and bathymetric surveying occurred along
seven shore-perpendicular transects that were evenly spaced throughout the entire project area. Each
transect extended from the frontal dune crest seaward to a depth of -20' NAVD88, and the transect
spacing was 5,000' ft in the shore-parallel direction. Elevation data for all transects were referenced to
the North American Vertical Datum of 1988 and the North American Datum of 1983. A total of 15
sediment samples were taken along each beach profile transect. At least one sample was taken from the
frontal dune, frontal dune toe, mid berm, mean high water (MHW), mid tide (MT), mean low water
(MLW), trough, bar crest and at even depth increments from 6' NAVD88 ft to 20' NAVD88 ft. The total
number of samples taken landward of MLW were equal to the total number of samples taken seaward
of MLW.

A total of 105 samples were collected along 5 transects (15 samples each transect), TB-27, TB-32, TB-37,
TB-42, TB-47, TB-52, and TB-57 (Figure 11). For each transect a sample was taken at the dune crest,
dune toe, mid-berm, MHW, foreshore, MT, elevation 0' NAVD88, MLW, trough, bar crest, elevation -6'
NAVD88, elevation -8' NAVD88, elevation -12' NAVD88, elevation -16' NAVD88, and elevation -20'
NAVD88. Samples from the dune crest to -6’ elevation NAVD88 were collected on April 16, 2018 and
April 17, 2018 while offshore samples from -8’ elevation NAVD88 to -20' NAVD88 elevation were
collected on May 16, 2018. With the exception of TB-27 rather than a sample be taken at elevation -12'
NAVD88, a sample was taken at -10' NAVD88 due to rough seas.

After the collection of sediment samples, the samples were taken back to TI Coastal's USACE certified
geotechnical laboratory for further analysis. Similar to the vibracore analysis, description of color
according to the Munsell Color chart was performed along with grain size analysis of each sample. Each
sample was transferred into a porcelain evaporating dish and dried in a bench oven at 215o Fahrenheit
for at least 10 hours and held for testing in a sealed plastic zip lock bag. Grain size statistics were
generated by running approximately 200 grams of the dried sediment sample through TI Coastal’s stack
of sieves on a sieve shaker for 25 minutes (Table 1). The incremental weight retained was recorded and
entered into gINT, a geotechnical software that generates data reports based upon user defined
sediment statistics. GINT utilized the weight retained on each sieve to determine the critical statistics:
mean grain size, median grain size, standard deviations, skewness, kurtosis, sorting, percent fines, and
USCS classification. Grain size analysis was completed on May 23, 2018.
Calcium carbonate testing began on May 18, 2018 and was completed on May 29, 2018. Analysis was
conducted via acid digestion where 3 molar hydrochloric acid was introduced to approximately 50 grams
of the dried sediment sample. The acid was added until the chemical reaction ceased, indicating all of
the CaCO3 was dissolved from the sample. The remaining sediment was rinsed with distilled water and
then dried in a bench oven at 215o Fahrenheit for at least 10 hours and weighed a second time once dry.
The percentage of calcium carbonate was determined by the difference in weight between the original
sample and the final sample.

The USACE completed its own internal grain size analysis for the Town of Surf City and found a mean
grain size of 0.22 mm and visually 10% shell fragments (USACE, 2010). While TI Coastal's native grain size
analysis for the Town of Surf City was found to have a mean grain size of 0.25 mm and CaCO3 of 6.6%.
The proposed borrow area in Banks Channel had a mean grain size of 0.33 mm and CaCO3 of 16.5%. The
percentage silt and clay (sediment size ≤0.063 mm), gravel (material with a diameter ≥4.76 mm), and
granular sediment (2.0 mm to 4.76 mm) are all under 5% of the native (Table 3 and Table 4).
A 50,000 sqft location of oceanfront beach in Surf City was analyzed for large clastic material - exceeding
3” in diameter- on the existing beach. The summation of large clasts is needed to calculate sand
composition and grain size distribution of the existing shoreline environment. The survey location is
near the intersection of Craven Ave and N. Shore Dr in Surf City, NC. The area extended from the toe of
the dune to the shoreline MLW. For our survey, we made a sample area of 500ft x 100ft. and broke it
down into 5, 100ft x 100ft sections. We counted the number of large shells and sediment (clasts) that
exceeded 3” in diameter in each 10,000 sqft section using 5ft x 5ft pvc frames as reference tools. We
also used an RTK rover to accurately measure the sample area parameters (Figure 12).
The survey began at Station 257+00 and went northward to Station 262+00. A total of 98 clasts were
found in the 50,000sqft area. The majority of large clasts and shells were located at or near the toe of
the dune, while the rest of the large shells and clasts, were found at or near the low-tide shoreline.
During the survey we extended past the 100ft width area in order to survey as close as we could to the
MLW line.

Figure 11. Location of sediment samples taken to determine the native grain size and percentage of calcium carbonate for the Town of Surf City,
N.C.
Figure 12: 5’x5’ PVC frames and a RTK rover were used as reference tools to verify clasts exceeding 3” in
diameter from a 50,000 sqft sample beach area.
5.4 Banks Channel Vibracore Results
In order to maintain the integrity and quality of the current beach, the North Carolina Coastal Resources
Commission (CRC) has established standards to prevent large amounts of coarse material (cobbles, large
shells and shell hash) as well as excessive fine grained material (silt and clay) from being placed on the
beach. Silt and clay (sediment size ≤0.063 mm), gravel (material with a diameter ≥4.76 mm), and
granular sediment (2.0 mm to 4.76 mm) are limited to 5% over the percentage found on the native
beach. The calcium carbonate (shell) fraction of the borrow material is limited to no more than 15% over
what naturally is found in the fill area. Following within the guidelines of the CRC, TI Coastal determined
the native grain size for the Town of Surf City. After completion of all 105 native beach samples the
results can be found in Tables 2 to 3 while grain size statistics for the Banks Channel dredge area (Station
35+00 to 245+00) can be found in Table 4.
Dried sediment samples from 2018 were measured under the Munsell Color classification method.
Requirements asked that the sediment fall within a Munsell color value of 5/1 or lighter (i.e. 6/1 or 7/1).
All sediment samples from the 2018 VC that were air-dried and the 2019 vibracore samples that were
oven-dried had a value of 5/1 or lighter in value (6/1 or 7/1). Very few samples indicated any change in
chroma from gray to yellow, while the vast majority had a chroma gray to light gray within the 2.5Y hue.
The review of the sediment colors can be seen in the photos in the digital version of Appendix A.
Volumes were calculated using survey data and drilling log information.

Despite extra vibracoring efforts to isolate the unsuitable material areas within Banks Channel, it was
determined that material in the northern portion of the proposed template is questionable enough to
warrant it being removed completely from this application. The dredge template has been modified and
the proposed dig area ends at Station 245+00, leaving only high quality beach sand within template. Due
to the shortened template, the total volume within Banks Channel is no longer sufficient to complete
the desired beachfill template. Sand from the ST Wooten plant on highway 421, previously permitted for
the Surf City Dune truck haul project, is proposed to supplement the Banks Channel dredged sand and
complete the berm project.

Calcium Carbonate (CaCO3) averages are found in table 4 of this report and represent weighted averages
for all cores from 2017 through 2019 within the Banks Channel dredge area and the supplemental truck
haul sand from the ST Wooten sand mine. Additionally, the results of our grain size analysis can be
found in table 4, showing the mean and median grain size, as well as the average percentage of fine,
sand, and gravel material from Banks Channel and ST Wooten. For comparison the CRC thresholds are
posted in the table as well. The overall composite of the combined borrow areas falls within the limits
set forth by the CRC and proves to be sand source areas for nourishment on Surf City.

Overall grain size statistics tables of the full Banks Channel borrow area (stations 35+00 to 328+00) are
included in Appendix A. Accompanying these spreadsheets are the grain size distribution curves and
granularmetric tables for both Surf City Banks and the ST Wooten sand mine borrow area.
The average percentages (%) for this report fall well within the CRC threshold. Calcium Carbonate
(CaCO3) concentration percentages fall within the 21.6% threshold. Gravel concentration percentages
are all within 5.3% (Table 4). Fine aggregates fall within the 5.0% threshold. Our results indicate that
our overall percentage of sand in the Banks Channel and ST Wooten Composite totals 95.7% (Table 4). A
supporting piece of consistency in our analyses is that each sequential aggregation of Banks Channel
sediment results averaged resembles the previous individual analyses for this report. In other words, all
of the analyses from Table 4 have similar values to one another before and after being merged.
The high percentage of sand in Banks Channel can be partially attributed to a strong incoming tidal
current during high tide, carrying and pushing sand into Banks channel (Table 4). However, this only
occurs near Topsail Inlet at the entrance of Banks Connector Channel, and Banks Channel. The large
percentage of fine to coarse grained sand and granular sediment could be evidence of higher wave
action and previous storm activity, where more energy keeps larger, heavier material in suspension
before being deposited in the channel. However, because this area of the channel is mostly closed off
from the ocean wave energy, the main source of sand in Banks Channel was deposited from overwash
fans from previous hurricane and strong storm impacts. Due to the highly infrequent occurrence of
overwash fan deposition in this area, navigation maintenance in the upper reaches of Banks Channel is
not expected in the foreseeable future. This makes this a one-time project due to the limited sand
supply.
Fine sediment found in our vibracore analysis may be from rain runoff and fluvial discharge into the
AIWW and Bank Channel and/or biogenous material from past marsh environments. Fine sediment
indicates calm water environments. Circling back to Table 4 below, we can see that the weighted
average values represented under “Borrow Area Composite” have low quantities of fine sediment and
fall within the grain size percentage threshold suggesting that the sand in both Banks Channel and the
ST Wooten sand mine are viable sources for beach nourishment.
5.5 ST Wooten Geotechnical Information
ST Wooten’s sand mine, located on Highway 421 in Wilmington, NC, has previously been permitted for
an emergency Post Hurricane Florence truck haul project and is currently proposed for use under a
minor modification of CAMA permit 190-05 to truck in sand from an upland sand mine in order to
complete the truck haul dune restoration project. This upland sand pit was also permitted for work at
North Topsail Beach in 2017 (work on this truck haul project to begin in November 2019) and the
geotechnical information submitted for this project follows. Due to its location and quality of sand, the
ST Wooten sand mine located at 226 Sutton Lake Road, Wilmington, NC has been identified as
supplemental source of beach quality sand for Surf City’s berm construction project. The previous study
and permitting efforts determined the material in the mine was beach compatible in accordance to the
North Carolina Department of Environmental Equality (NCDEQ) Sediment Criteria. Through collaboration
with ST Wooten, TI Coastal was granted access to historical geotechnical work completed by S&ME, who
specialize in core collection and geotechnical analysis. Sediment analysis of the mine began
development by S&ME, under contract with S.T. Wooten, in 2005 and was able to provide the original
core logs, grain size distribution curves, granularmetric tables, and maps showing the location of borings
(Appendix A). TI Coastal Services was provided all of the geotechnical work conducted by S&ME from
S.T. Wooten for additional analysis.

The study area includes 12 borings from 2005, 2 borings from 2007, and 4 borings from 2011/2012 (see
spider map in Geotechnical Section). The borings included in this analysis are all located within the
currently active mining area. Review of the core logs reveal that the sediment is very uniform, consisting
of tan, fine to medium sand with a thin layer of topsoil capping most cores. The material becomes
increasingly grey and clayey around -25’ NAVD88, which is below the currently designed dredge depth.
Due to ongoing mining operations, some of the material represented by the original core samples has
been excavated and is no longer present on site and has removed the sparse clay layers that were
originally found in some cores.

Despite use since the original permitting in 2017, the topographic survey completed in September 2017
is included in this application to provide a cohesive correlation between on-site elevations which were
reassigned to their respective borings as the new top of hole elevation for the previous analysis. The
designed dredge depth for the project is -20 feet; therefore, material that fell between the current top
of hole elevation and the designed dredge depth of -20 feet was accounted for in determining the total
volume and anything that was deeper than -20 feet was not accounted for in the total volume. Lastly,
two grab samples were taken from a stock pile at the study site in September of 2017 and were
analyzed at TI Coastal's geotechnical lab. The grain size statistics resemble the material previously
documented by S&ME during their geotechnical surveys from 2005 to 2012 and represents the dredge
material anticipated to be produced from the sand pit in the future.

The geotechnical data (i.e. core logs, granularmetric tables, etc.) from the 18 borings collected by S&ME
was used for statistical analysis of the borrow area and calculating the weighted average parameters of
the borrow area sediment currently within the dredge template. Critical statistics generated from this
dataset was then compared with the native sand found on Surf City’s beach (Table 4) to ensure borrow
area compatibility. This analysis was completed by constructing a ‘Spider Map’, which creates a polygon
where one boring represents the sediment within that polygon (Spider Map in Geotechnical Section).
The polygons were delineated by the midpoint of the straight line distance between two adjacent cores.
Volume analysis was performed within the borrow footprint for each core compartment to determine
the amount of sediment each individual core represented. Once the total volume of sediment for the
individual core was calculated, a weighted average of the sieve analysis was created, multiplying the
total volume by the percent of sediment retained on each sieve. Compiling these numbers, an overall
composite sample was created for the entire sand mine.

Upon completion of the 'Spider Map' the statistics and volumes calculated for each of the cores were
entered into gINT, a geotechnical software that generates data reports based upon user defined
sediment statistics. GINT utilized the weight retained on each sieve to determine the critical statistics:
mean grain size, median grain size, standard deviations, skewness, kurtosis, sorting, percent fines, and
USCS classification. The total breakdown of the sand mine, includes 18 polygons and based on the
cumulative grain size statistics calculate in gINT the total sand mine yields a volume of 2,466,100 cubic
yards of beach compatible sand, of which 760,000 cubic yards are anticipated to be used to supplement
the sand dredged from Banks Channel (Table 4).

In order to maintain the integrity and quality of the current beach, the North Carolina Coastal Resources
Commission (CRC) has established standards to prevent large amounts of coarse material (cobbles, large
shells and shell hash) as well as excessive fine grained material (silt and clay) from being placed on the
beach. Silt and clay (sediment size ≤0.063 mm), gravel (material with a diameter ≥4.76 mm), and
granular sediment (2.0 mm to 4.76 mm) are limited to 5% over the percentage found on the native
beach (Table 2). The calcium carbonate (shell) fraction of the borrow material is limited to no more than
15% over what naturally is found in the fill area.

Native beach sand statistics associated with this permit application have identified the native beach
characteristics for the proposed nourishment area to have a mean grain size of 0.25 mm, 0.0% silt, 0.3%
gravel, 0.5% granular and 6.6% calcium carbonate. Based on current criteria established by the North
Carolina CRC, dredged material being placed on the beach must consist of sediment encompassed
within 5.0% of the native material – in this case no more than 5.0% silt, 5.3% gravel, 5.5% granular and
21.6% calcium carbonate. The geotechnical analysis of the grab samples from ST Wooten proves that
their quality of sand is a good match for the native material on Surf City and well within the limits
established by the CRC (Table 4). There was no calcium carbonate sampling initiated to the samples
because the material in the grab sample did not contain any shell fragments.

Historic use of this mine for the dune construction on Surf City shows it produced high quality beach
sand with limited amounts of pebbles. Because the pebbles became a source of contention during the
dune restoration project, all sand to be used for this beach berm nourishment project will be pumped
through a screening basket as it is harvested from the dredge area at ST Wooten. These screening
baskets are frequently used on northeastern beachfill project to screen for munitions that were dumped
offshore following World Wars 1 and 2. The Munitions and Explosives of Concern (MEC) baskets are
typically steel grate baskets that the dredge discharge is pumped through. Any undesirable material that
is greater in size than the screening is retained within the basket while the sand passes through. All sand
to be used for the upcoming dune restoration will be screened by a 3/4” MEC basket as it is dredged
from the ST Wooten harvest area and stockpiled for the project, thereby removing any unsuitable
pebbles or rocks that exist in the native material.
The appendices found at the end of this document contain all the grain size analysis reports for each
sample taken from the vibracores and sample taken to determine the native grain size for the Town of
Surf City as well as the full set of geotechnical information used to analyze the sand at the ST Wooten
plant. Included within these reports are the descriptive vibracore logs, granularmetric reports for each
sample and cumulative grain-size distribution curves for each sample. Photographs of the vibracores,
taken in 2 foot sections, are also included. Detailed spreadsheets of how the composite samples were
formed can be found there, as well as statistical analysis for each compiled sample.
Table 2. Native sand of Surf City grain size analysis. Individual transect grain size statistics of mean, median, and percentage of calcium
carbonate. Each statistic contained samples from the dune crest to -20' NAVD88.
Transect Mean
(mm)
Median
(mm)
Fine%
(<0.0625 mm)
Sand%
(0.0625-2.00 mm)
Granular%
(2.00-4.76 mm)
Gravel%
(4.76-76.00 mm)
CaCO3%
TB-27 0.24 0.22 0.1 99.2 0.4 0.3 6.9
TB-32 0.26 0.23 0.0 99.3 0.5 0.1 4.4
TB-37 0.25 0.23 0.0 99.2 0.4 0.2 5.7
TB-42 0.22 0.21 0.0 99.4 0.2 0.2 5.2
TB-47 0.25 0.23 0.0 98.8 0.5 0.3 8.0
TB-52 0.26 0.23 0.0 98.5 0.6 0.6 7.4
TB-57 0.26 0.23 0.1 98.4 0.8 0.4 8.9

Table 3. Native sand of Surf City grain size analysis. Composite of mean, median, and percentage of calcium carbonate for all of the transects in
the Town of Surf City.
Composite
(Native)
Mean
(mm)
Median
(mm)
Fine%
(<0.0625 mm)
Sand%
(0.0625-2.00 mm)
Granular%
(2.00-4.76 mm)
Gravel%
(4.76-76.00 mm)
CaCO3%
Average 0.25 0.22 0.0 99.0 0.5 0.3 6.6

Table 4. Vibracore grain size analysis averages for Banks Channel (35+00 to 245+00), ST Wooten Sand Mine and the Overall Composite of Borrow
Areas. Results are compared to CRC Threshold for viability. Stations are included for location reference.
Channel Area Mean
(mm)
Median
(mm)
Fine%
(<0.0625
mm)
Sand%
(0.0625-2.00
mm)
Granular%
(2.00-4.76
mm)
Gravel%
(4.76-76.00
mm)
CaCO3%
ST Wooten Sand Mine 0.27 0.28 1.8 97.8 0.3 0.1 N/A
Banks Channel
(Sta. 35+00 – 245+00) 0.33 0.25 0.1 94.1 3.1 2.7 16.5
Borrow Area Composite 0.31 0.26 0.7 95.7 2 1.6 10.1
Surf City Native 0.25 0.22 0.0 99.0 0.5 0.3 6.6
CRC Threshold N/A N/A 5.00 N/A 5.50 5.30 21.60
5.6 Unsuitable Material Handling
An abundance of vibracores taken from Banks Channel have done a good job of delineating the
problematic areas of sediment within the proposed template. In an effort to ensure that it is extremely
unlikely for any non-compatible sediment to make its way to the beach during this project, the channel
dredging area has been truncated to Station 245+00. Given the appearance of cores south of this
terminus point, we are confident that only high quality beach sand will be placed on the oceanfront
beaches of Surf City. Despite that, measures and plans are in place for the off chance that unsuitable
material is encountered.
The written specifications provided in the bid will require the contractor to closely monitor the material
being discharged and disposed of on the beach. In the event that excessive unsuitable, non-beach
compatible material (i.e. abundant shell, silt or clay) is encountered, the beach would be scraped and
the undesirable material would be removed and stored at the construction staging area near Broadway
Avenue. Upon completion of the navigation maintenance, the shells and undesirable sediment will
placed at USACE Disposal Area 203, outside of the Federal AIWW right-of-way. This island was used as a
borrow site for the winter 2010/2011 Topsail Beach Nourishment Project and has historically been
subject to wake-induced erosion due to summer boat traffic which erodes the dike system along Topsail
Creek. The material will be placed where needed on the island, working to repair the dike if needed at
the time of construction. Otherwise, the unsuitable material will be placed in the upland portion of the
island, outside of the USACE Right of Way (Figure 13).

Figure 13. Unsuitable material will be placed in DA-203, outside of the USACE Right of Way.

CAMA Permit Application 

Project Plan View and Cross Section Drawings 
ATLANTIC OCEAN
SURF CITY
AIWW
AIWW
TOPSAIL BEACH TOPSAIL BEACH
NORTH
Banks Channel
Side Channel 2
Side Channel 1
Banks Connector Banks Channel Beach Resoration Area
387-B N. Green Meadows DriveWilmington, NC 28405
TI Coastal Services, Inc.
910.821.1358
SURF CITY BEACH NOURISHMENTPROJECT PERMIT DRAWING
OCTOBER 2019
TOWN OF SURF CITYPENDER & ONLSOW COUNTYNORTH CAROLINA
11x17 = Half Scale
Sheet 4 Sheet 5
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Atlantic Intracoastal Waterway
DA-203 DA-189
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Cut Through
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Banks Channe
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Banks Channel
Banks Channel
Sheet 14 Top
Sheet 14 Bottom
SHEET: 2 OF 18
387-B N. Green Meadows Drive
Wilmington, NC 28405
TI Coastal Services, Inc.
910.821.1358 SCALE: 1" = 1,500'
SURF CITY
PENDER & ONSLOW COUNTIES, NORTH CAROLINA
SURF CITY BEACH NOURISHMENTVertical Datum
Mean High Water
Conversion
Graphic Scale
750' 1,500'3,000'
Scale: 1" = 1,500'
1.20'
NAVD 1988
2.54'
Mean Low Water
3.74'
Christian L. Gibson, P.E. No. 026273
Project Control and Sheet Layout
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DWG NAME: 2018 Surf City Beachfill.dwg
SURVEY DATE: July 10-17, 2019DWG DATE: October 8, 2019
Permit Drawing - October 2019
11x17 = Half Scale
Sheet 4 Sheet 5 Sheet 6 Sheet 7 Sheet 8 Sheet 9
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Surf City, North Carolina
Atlantic Ocean
Construction Area
Construction Area Construction Area
0+00 20+00 40+00 60+00 80+00 100+00 120+00 140+00 160+00 180+00 200+00 220+00 240+00 260+00 280+00 300+00 320+00
Topsail BeachNorth
SHEET: 3 OF 18
387-B N. Green Meadows Drive
Wilmington, NC 28405
TI Coastal Services, Inc.
910.821.1358 SCALE: 1" = 1,500'
SURF CITY
PENDER & ONSLOW COUNTIES, NORTH CAROLINA
SURF CITY BEACH NOURISHMENTVertical Datum
Mean High Water
Conversion
Graphic Scale
750' 1,500'3,000'
Scale: 1" = 1,500'Project Control and Sheet Layout
1.20'
NAVD 1988
2.54'
Mean Low Water
3.74'
Christian L. Gibson, P.E. No. 026273
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DWG NAME: 2018 Surf City Beachfill.dwg
SURVEY DATE: July 10-17, 2019DWG DATE: October 8, 2019
Permit Drawing - October 2019
11x17 = Half Scale
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of Berm (5.0' NAVD)Seaward Crest
of Fill
Seaward Toe
Fill Area
See Cross Sections
Fill Area
See Cross Sections
of Berm (5.0' NAVD)Seaward Crest
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End of Dredge Template
Station 245+00
SHEET: 4 OF 18
387-B N. Green Meadows Drive
Wilmington, NC 28405
TI Coastal Services, Inc.
910.821.1358 SCALE: 1" = 200'
SURF CITY
PENDER & ONSLOW COUNTIES, NORTH CAROLINA
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DWG NAME: 2018 Surf City Beachfill.dwg
SURVEY DATE: July 10-17, 2019
SURF CITY BEACH NOURISHMENT
DWG DATE: October 8, 2019
Vertical Datum
Mean High Water
Conversion
Graphic Scale
100' 200'400'
Scale: 1" = 200'Plan View - Beach Layout and Bathymetry
1.20'
NAVD 1988
2.54'
Mean Low Water
3.74'
Christian L. Gibson, P.E. No. 026273
Permit Drawing - October 2019
Mean Low Water
Mean High Water
11x17 = Half Scale
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Fill Area
See Cross Sections
Fill Area
See Cross Sections
Fill Area
See Cross Sections
of Berm (5.0' NAVD)Seaward Crest of Berm (5.0' NAVD)Seaward Crest
of Fill
Seaward Toe of Fill
Seaward Toe of Fill
Seaward Toe
S
l
o
p
e

1
:
2
0
rd Extent
SHEET: 5 OF 18
387-B N. Green Meadows Drive
Wilmington, NC 28405
TI Coastal Services, Inc.
910.821.1358 SCALE: 1" = 200'
SURF CITY
PENDER & ONSLOW COUNTIES, NORTH CAROLINA
SURF CITY BEACH NOURISHMENTVertical Datum
Mean High Water
Conversion
Graphic Scale
100' 200'400'
Scale: 1" = 200'Plan View - Beach Layout and Bathymetry
1.20'
NAVD 1988
2.54'
Mean Low Water
3.74'
Christian L. Gibson, P.E. No. 026273
Mean Low Water
Mean High Water
EŽƚĞƐ͗
ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚ
Ϯ͘sĞƌƚŝĐĂůĂƚƵŵ͗Esϴϴ
ϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ:ƵůLJϭϬͲϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚ
ƚŚĂƚƚŝŵĞ͘
ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘
ϱ͘ĞƌŝĂůĨůŽǁŶŽŶ:ƵŶĞϭϳ͕ϮϬϭϵďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͘
DWG NAME: 2018 Surf City Beachfill.dwg
SURVEY DATE: July 10-17, 2019DWG DATE: October 8, 2019
Permit Drawing - October 2019
11x17 = Half Scale
PI

1
0
6
+
2
1
.
4
8
PI

1
1
6
+
2
1
.
4
7
PI

1
2
6
+
2
2
.
6
2
PI

1
3
6
+
1
8
.
6
2
PI

1
4
6
+
1
8
.
0
1
PI

1
5
6
+
1
4
.
7
1
PI

1
6
6
+
1
1
.
7
3
10
5
+
0
0
11
0
+
0
0
11
5
+
0
0
12
0
+
0
0
12
5
+
0
0
13
0
+
0
0
13
5
+
0
0
14
0
+
0
0
14
5
+
0
0
15
0
+
0
0
15
5
+
0
0
16
0
+
0
0
16
5
+
0
0
S. Shore Dr.
S. Topsail Dr.
Ch
a
r
l
o
t
t
e

A
v
e
.
S. Topsail Dr.
S. Shore Dr.
Q
u
a
r
t
e
r
h
o
r
s
e

A
v
e
.
S
e
a
h
o
r
s
e

A
v
e
.
S. Topsail Dr.
S. Shore Dr.
S. Shore Dr.
Wi
n
d
w
a
r
d

D
r
.
Lo
r
e
e
n

D
r
.
Fa
i
r
y
t
a
l
e

L
n
.
Dr
i
f
t
w
o
o
d

L
n
.
At
k
i
n
s
o
n

R
d
.
Ka
r
e
n

S
t
.
Ro
s
e
m
a
r
y

L
n
.
aections
Fill AreaSee Cross Sections Fill AreaSee Cross Sectionsof Berm (5.0' NAVD)Seaward Crest
of Berm (5.0' NAVD)Seaward Crest
of Fill
Seaward Toe
of Fill
Seaward Toe
of Fill
Seaward Toe
S
l
o
p
e

1
:
2
0
S
l
o
p
e

1
:
2
0
Landward Extentof Fill
SHEET: 6 OF 18
387-B N. Green Meadows Drive
Wilmington, NC 28405
TI Coastal Services, Inc.
910.821.1358 SCALE: 1" = 200'
SURF CITY
PENDER & ONSLOW COUNTIES, NORTH CAROLINA
SURF CITY BEACH NOURISHMENTVertical Datum
Mean High Water
Conversion
Graphic Scale
100' 200'400'
Scale: 1" = 200'Plan View - Beach Layout and Bathymetry
1.20'
NAVD 1988
2.54'
Mean Low Water
3.74'
Christian L. Gibson, P.E. No. 026273
Mean Low Water
Mean High Water
EŽƚĞƐ͗
ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚ
Ϯ͘sĞƌƚŝĐĂůĂƚƵŵ͗Esϴϴ
ϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ:ƵůLJϭϬͲϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚ
ƚŚĂƚƚŝŵĞ͘
ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘
ϱ͘ĞƌŝĂůĨůŽǁŶŽŶ:ƵŶĞϭϳ͕ϮϬϭϵďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͘
DWG NAME: 2018 Surf City Beachfill.dwg
SURVEY DATE: July 10-17, 2019DWG DATE: October 8, 2019
Permit Drawing - October 2019
11x17 = Half Scale
PI

1
6
6
+
1
1
.
7
3
PI

1
7
6
+
0
8
.
3
1
PI

1
8
6
+
0
7
.
7
3
PI

1
9
6
+
0
5
.
9
6
PI

2
0
6
+
0
8
.
1
1
PI

2
1
6
+
0
3
.
5
1
PI

2
2
6
+
0
1
.
0
9
16
5
+
0
0
17
0
+
0
0
17
5
+
0
0
18
0
+
0
0
18
5
+
0
0
19
0
+
0
0
19
5
+
0
0
20
0
+
0
0
20
5
+
0
0
21
0
+
0
0
21
5
+
0
0
22
0
+
0
0
22
5
+
0
0
N. Topsail Dr.
St
e
v
e
n
s

S
t
.
N. Shore Dr.
N. New River Dr.
Wi
l
m
i
n
g
t
o
n

A
v
e
.
N. Topsail Dr.
Ne
w

B
e
r
n

A
v
e
.
N. Shore Dr.
N. Shore Dr.
S. Topsail Dr.
Go
l
d
s
b
o
r
o

A
v
e
.
Gr
e
e
n
s
b
o
r
o

A
v
e
.
Ro
l
a
n
d

A
v
e
.
Ki
n
s
t
o
n

A
v
e
.
Hi
g
h

P
o
i
n
t

A
v
e
.
Ra
l
e
i
g
h
t

A
v
e
.
S. Shore Dr.
S. Shore Dr.
S. Topsail Dr.
Du
r
h
a
m

A
v
e
.
Ch
a
r
l
o
t
t
e

A
v
e
.
S. New River Dr.
aections
Fill AreaSee Cross Sectionsof Berm (5.0' NAVD)Seaward Crest
of Berm (5.0' NAVD)Seaward Crest
of Fill
Seaward Toe
of Fill
Seaward Toe
S
l
o
p
e

1
:
2
0
Sl
o
p
e

1
:
2
0
Landward Extentof Fill
Landward Extentof Fill
Kinston Ave
Construction
Vehicle Access
SHEET: 7 OF 18
387-B N. Green Meadows Drive
Wilmington, NC 28405
TI Coastal Services, Inc.
910.821.1358 SCALE: 1" = 200'
SURF CITY
PENDER & ONSLOW COUNTIES, NORTH CAROLINA
SURF CITY BEACH NOURISHMENTVertical Datum
Mean High Water
Conversion
Graphic Scale
100' 200'400'
Scale: 1" = 200'Plan View - Beach Layout and Bathymetry
1.20'
NAVD 1988
2.54'
Mean Low Water
3.74'
Christian L. Gibson, P.E. No. 026273
Mean Low Water
Mean High Water
EŽƚĞƐ͗
ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚ
Ϯ͘sĞƌƚŝĐĂůĂƚƵŵ͗Esϴϴ
ϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ:ƵůLJϭϬͲϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚ
ƚŚĂƚƚŝŵĞ͘
ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘
ϱ͘ĞƌŝĂůĨůŽǁŶŽŶ:ƵŶĞϭϳ͕ϮϬϭϵďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͘
DWG NAME: 2018 Surf City Beachfill.dwg
SURVEY DATE: July 10-17, 2019DWG DATE: October 8, 2019
Permit Drawing - October 2019
11x17 = Half Scale
PI

2
2
6
+
0
1
.
0
9
PI

2
3
5
+
9
9
.
5
3
PI

2
4
5
+
9
7
.
4
3
PI

2
5
5
+
9
5
.
2
3
PI

2
6
5
+
9
5
.
2
8
PI

2
7
5
+
9
4
.
5
9
PI

2
8
5
+
9
5
.
2
3
22
5
+
0
0
23
0
+
0
0
23
5
+
0
0
24
0
+
0
0
24
5
+
0
0
25
0
+
0
0
25
5
+
0
0
26
0
+
0
0
26
5
+
0
0
27
0
+
0
0
27
5
+
0
0
28
0
+
0
0
28
5
+
0
0
Br
o
a
d
w
a
y

S
t
.
N
Pe
n
d
e
r

A
v
e
.
Pe
n
d
e
r

A
v
e
.
Easy St.
Br
o
a
d
w
a
y

S
t
.
N. New River Dr.
N. Topsail Dr.
Le
n
o
i
r

A
v
e
.
Cr
a
v
e
n

A
v
e
.
N. Topsail Dr.
Me
c
k
l
e
n
b
u
r
g

A
v
e
.
N. New River Dr.
N. Topsail Dr.
P
e
l
i
c
a
n

W
a
t
c
h
Shel
l

R
d
.
Sunrise Ct.
N. Topsail Dr.
Do
l
p
h
i
n

S
t
.
St
e
v
e
n
s

S
t
.
N. Shore Dr.
Fill AreaSee Cross Sections Fill AreaSee Cross Sectionsof Berm (5.0' NAVD)Seaward Crest
of Berm (5.0' NAVD)Seaward Crest
of Fill
Seaward Toe
of Fill
Seaward Toe
Sl
o
p
e

1
:
2
0
Sl
o
p
e

1
:
2
0
Landward Extentof Fill
Broadway Ave
Construction
Vehicle Access
SHEET: 8 OF 18
387-B N. Green Meadows DriveWilmington, NC 28405
TI Coastal Services, Inc.
910.821.1358 SCALE: 1" = 200'
SURF CITYPENDER & ONSLOW COUNTIES, NORTH CAROLINA
SURF CITY BEACH NOURISHMENTVertical Datum
Mean High Water
Conversion
Graphic Scale
100' 200'400'
Scale: 1" = 200'Plan View - Beach Layout and Bathymetry
1.20'
NAVD 1988
2.54'
Mean Low Water
3.74'
Christian L. Gibson, P.E. No. 026273
Mean Low Water
Mean High Water
EŽƚĞƐ͗
ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚ
Ϯ͘sĞƌƚŝĐĂůĂƚƵŵ͗Esϴϴ
ϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ:ƵůLJϭϬͲϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚ
ƚŚĂƚƚŝŵĞ͘
ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘
ϱ͘ĞƌŝĂůĨůŽǁŶŽŶ:ƵŶĞϭϳ͕ϮϬϭϵďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͘
DWG NAME: 2018 Surf City Beachfill.dwg
SURVEY DATE: July 10-17, 2019DWG DATE: October 8, 2019
Permit Drawing - October 2019
11x17 = Half Scale
PI

2
8
5
+
9
5
.
2
3
PI

2
9
5
+
9
5
.
9
6
PI

3
0
5
+
0
0
.
0
0
PI

3
1
0
+
0
0
.
0
0
PI

3
1
5
+
0
0
.
0
0
PI

3
1
7
+
7
5
.
0
0
32
5
+
0
0
28
5
+
0
0
29
0
+
0
0
29
5
+
0
0
30
5
+
0
0
32
2
+
7
5
30
0
+
0
0
32
0
+
0
0
Seashore Dr.
N. New River Dr.
N. Shore Dr.
W.

9
t
h

S
t
.
8t
h

S
t
.
7t
h

S
t
.
6t
h

S
t
.
5t
h

S
t
.
4t
h

S
t
.
3r
d

S
t
.
2n
d

S
t
.
1s
t

S
t
.
Br
o
a
d
w
a
y

S
t
.
N. New River Dr.
N. Shore Dr.
Canal St.
asy St.
Br
o
a
d
w
a
y

S
t
.
Fill AreaSee Cross Sections
Fill AreaSee Cross Sections
of Berm (5.0' NAVD)Seaward Crest
of Berm (5.0' NAVD)Seaward Crest
of Fill
Seaward Toe
Landward Extentof Fill
Sl
o
p
e

1
:
2
0
Sl
o
p
e

1
:
2
0
Broadway Ave
Construction
Vehicle Access
SHEET: 9 OF 18
387-B N. Green Meadows DriveWilmington, NC 28405
TI Coastal Services, Inc.
910.821.1358 SCALE: 1" = 200'
SURF CITYPENDER & ONSLOW COUNTIES, NORTH CAROLINA
SURF CITY BEACH NOURISHMENTVertical Datum
Mean High Water
Conversion
Graphic Scale
100' 200'400'
Scale: 1" = 200'Plan View - Beach Layout and Bathymetry
1.20'
NAVD 1988
2.54'
Mean Low Water
3.74'
Christian L. Gibson, P.E. No. 026273
Mean Low Water
Mean High Water
EŽƚĞƐ͗
ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚ
Ϯ͘sĞƌƚŝĐĂůĂƚƵŵ͗Esϴϴ
ϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ:ƵůLJϭϬͲϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚ
ƚŚĂƚƚŝŵĞ͘
ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘
ϱ͘ĞƌŝĂůĨůŽǁŶŽŶ:ƵŶĞϭϳ͕ϮϬϭϵďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͘
DWG NAME: 2018 Surf City Beachfill.dwg
SURVEY DATE: July 10-17, 2019DWG DATE: October 8, 2019
Permit Drawing - October 2019
11x17 = Half Scale
SHEET: 10 OF 18
387-B N. Green Meadows Drive
Wilmington, NC 28405
TI Coastal Services, Inc.
910.821.1358 SCALE: AS SHOWN
SURF CITY
PENDER & ONSLOW COUNTIES, NORTH CAROLINA
CROSS SECTION PROFILES -5+00 TO 105+00
SURF CITY BEACH NOURISHMENT
Berm and Beach Slope
by Hydraulic Dredge
Vertical Datum
Mean High Water
Conversion
1.20'
NAVD 1988
2.54'
Mean Low Water
3.74'
Christian L. Gibson, P.E. No. 026273
Graphic Scale
0' 50' 100'200'Horizontal
0' 5' 10'20'Vertical
EŽƚĞƐ͗
ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚ
Ϯ͘sĞƌƚŝĐĂůĂƚƵŵ͗Esϴϴ
ϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ:ƵůLJϭϬͲϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚ
ƚŚĂƚƚŝŵĞ͘
ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘
ϱ͘ĞƌŝĂůĨůŽǁŶŽŶ:ƵŶĞϭϳ͕ϮϬϭϵďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͘
DWG NAME: 2018 Surf City Beachfill.dwg
SURVEY DATE: July 10-17, 2019DWG DATE: October 8, 2019
Permit Drawing - October 2019
97.3'89.9'86.3'
Berm and Beach Slope
by Hydraulic Dredge
Berm and Beach Slope
by Hydraulic Dredge
Berm and Beach Slope
by Hydraulic Dredge
Berm and Beach Slope
by Hydraulic Dredge
Berm and Beach Slope
by Hydraulic Dredge
Berm and Beach Slope
by Hydraulic Dredge91.1'63.6'81.4'71.0'
Berm and Beach Slope
by Hydraulic Dredge76.1'
Berm and Beach Slope
by Hydraulic Dredge87.7'
Berm and Beach Slope
by Hydraulic Dredge70.6'
Berm and Beach Slope
by Hydraulic Dredge73.7'
11x17 = Half Scale
SHEET: 11 OF 18
387-B N. Green Meadows Drive
Wilmington, NC 28405
TI Coastal Services, Inc.
910.821.1358 SCALE: AS SHOWN
SURF CITY
PENDER & ONSLOW COUNTIES, NORTH CAROLINA
CROSS SECTION PROFILES 115+00 TO 225+00
SURF CITY BEACH NOURISHMENTVertical Datum
Mean High Water
Conversion
1.20'
NAVD 1988
2.54'
Mean Low Water
3.74'
Christian L. Gibson, P.E. No. 026273
Graphic Scale
0' 50' 100'200'Horizontal
0' 5' 10'20'Vertical
EŽƚĞƐ͗
ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚ
Ϯ͘sĞƌƚŝĐĂůĂƚƵŵ͗Esϴϴ
ϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ:ƵůLJϭϬͲϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚ
ƚŚĂƚƚŝŵĞ͘
ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘
ϱ͘ĞƌŝĂůĨůŽǁŶŽŶ:ƵŶĞϭϳ͕ϮϬϭϵďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͘
DWG NAME: 2018 Surf City Beachfill.dwg
SURVEY DATE: July 10-17, 2019DWG DATE: October 8, 2019
Permit Drawing - October 2019
Berm and Beach Slope
by Hydraulic Dredge84.5'
Berm and Beach Slope
by Hydraulic Dredge59.6'
Berm and Beach Slope
by Hydraulic Dredge80.8'
Berm and Beach Slope
by Hydraulic Dredge78.4'
Berm and Beach Slope
by Hydraulic Dredge96.0'
Berm and Beach Slope
by Hydraulic Dredge94.9'
Berm and Beach Slope
by Hydraulic Dredge55.3'
Berm and Beach Slope
by Hydraulic Dredge82.8'
Berm and Beach Slope
by Hydraulic Dredge70.7'
Berm and Beach Slope
by Hydraulic Dredge95.2'
Berm and Beach Slope
by Hydraulic Dredge63.1'
Berm and Beach Slope
by Hydraulic Dredge71.4'
19.9'
Dune Construction
via Truck Haul
11x17 = Half Scale
SHEET: 12 OF 18
387-B N. Green Meadows Drive
Wilmington, NC 28405
TI Coastal Services, Inc.
910.821.1358 SCALE: AS SHOWN
SURF CITY
PENDER & ONSLOW COUNTIES, NORTH CAROLINA
CROSS SECTION PROFILES 235+00 TO 325+00
SURF CITY BEACH NOURISHMENTVertical Datum
Mean High Water
Conversion
1.20'
NAVD 1988
2.54'
Mean Low Water
3.74'
Christian L. Gibson, P.E. No. 026273
Graphic Scale
0' 50' 100'200'Horizontal
0' 5' 10'20'Vertical
EŽƚĞƐ͗
ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚ
Ϯ͘sĞƌƚŝĐĂůĂƚƵŵ͗Esϴϴ
ϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ:ƵůLJϭϬͲϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚ
ƚŚĂƚƚŝŵĞ͘
ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘
ϱ͘ĞƌŝĂůĨůŽǁŶŽŶ:ƵŶĞϭϳ͕ϮϬϭϵďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͘
DWG NAME: 2018 Surf City Beachfill.dwg
SURVEY DATE: July 10-17, 2019DWG DATE: October 8, 2019
Permit Drawing - October 2019
Berm and Beach Slope
by Hydraulic Dredge77.2'
Berm and Beach Slope
by Hydraulic Dredge82.4'
Berm and Beach Slope
by Hydraulic Dredge81.2'
Berm and Beach Slope
by Hydraulic Dredge60.0'
Berm and Beach Slope
by Hydraulic Dredge124.4'
Berm and Beach Slope
by Hydraulic Dredge80.6'
Berm and Beach Slope
by Hydraulic Dredge49.6'
Berm and Beach Slope
by Hydraulic Dredge116.9'
Berm and Beach Slope
by Hydraulic Dredge66.5'
11x17 = Half Scale
Banks Channel
25
+
0
0
30
+
0
0
3
5
+
0
0
4
0
+
0
0
4
5
+
0
0
5
0
+
0
0
5
5
+
0
0
60
+
0
0
65
+
0
0
70
+
0
0
75
+
0
0
15
+
0
0
20
+
0
0
Banks S
i
d
e

C
h
a
n
n
e
l

1
Shore
L
i
n
e

D
r
i
v
e
Ocea
n

B
l
v
d
Go
o
d
w
i
n

A
v
e
Topsail

D
r
i
v
e
Mc
L
e
o
d

A
v
e
Bo
r
y
k

A
v
e
Carolina Blv
d
Tr
o
u
t

A
v
e
Dr
u
m

A
v
e
Fl
o
r
i
d
a

A
v
e
S. Anderson

B
l
v
d
Spot Blvd
Cl
a
r
k

A
v
Carolina Blv
d
Sm
i
t
h
Da
r
d
S. Anderson Blvd
Carolina Blvd
Cr
o
c
k
e
r

A
v
e
Channel Blvd
ĂŶŬƐŚĂŶŶĞůĚƌĞĚŐĞĚŝŵĞŶƐŝŽŶƐŵŝƌƌŽƌƉĞƌŵŝƚƚĞĚ
ĐŚĂŶŶĞůĨŽƌdŽǁŶŽĨdŽƉƐĂŝůĞĂĐŚĚƌĞĚŐŝŶŐƉƌŽũĞĐƚĨƌŽŵ
^ƚĂƚŝŽŶϬнϬϬƚŽϮϭϬнϬϬ͘EĞǁ^ƵƌĨŝƚLJĚƌĞĚŐŝŶŐƉĞƌŵŝƚ
ƌĞƋƵĞƐƚƐƚŚĞƐĂŵĞĚŝŵĞŶƐŝŽŶƐďĞĐĂƌƌŝĞĚƚŽƚĞƌŵŝŶƵƐŽĨ
ĂŶŬƐŚĂŶŶĞůĂƚƚŚĞ/tt͕^ƚĂƚŝŽŶƐϮϭϬнϬϬƚŽϯϮϴнϬϬ͘
dŽƉƐĂŝůĞĂĐŚĐŚĂŶŶĞůĚƌĞĚŐŝŶŐĞdžƉĞĐƚĞĚŝŶĂŶŬƐ
ŚĂŶŶĞůĨƌŽŵϬнϬϬƚŽϯϱнϬϬĂŶĚ^ƵƌĨŝƚLJƉůĂŶƐƚŽƵƐĞ
ƐĂŶĚĨƌŽŵϯϱнϬϬƚŽϯϮϴнϬϬĨŽƌďĞĂĐŚŶŽƵƌŝƐŚŵĞŶƚĂŶĚ
ďĞƌŵƌĞĐŽŶƐƚƌƵĐƚŝŽŶ͘
ĂŶŬƐŚĂŶŶĞů
^ƚĂƚŝŽŶϯϱнϬϬƚŽ

ϰ
Ϭ
н
Ϭ
Ϭ
ƌĞĚŐĞĞƉƚŚϭϲн
Ϯ
Ζ

D
>
t
ĂŶŬƐŚĂŶŶĞů
^ƚĂƚŝŽŶϰϭнϬϬƚŽ

ϯ
Ϯ
ϵ
н
Ϭ
Ϭ
ƌĞĚŐĞĞƉƚŚϭϮ
н
Ϯ
Ζ

D
>
t
Banks Ch
a
n
n
e
l
80
+
0
0
9
0
+
0
0
9
5
+
0
0
1
0
0
+
0
0
1
0
5
+
0
0
1
1
0
+
0
0
11
5
+
0
0
12
0
+
0
0
12
5
+
0
0
13
0
+
0
0
13
5
+
0
0
14
0
+
0
0
5+
0
0
Banks Side Ch
a
n
n
e
l

2
Sc
o
t
t

A
v
e
Carolina Blvd
S. Anderson Blvd
Cr
e
w
s

A
v
e
Carolina Blvd
Channel BlvdWa
r
d

A
v
e
Da
v
i
s

A
v
e
Ha
y
w
o
o
d

A
v
Bridgers Ave
Pe
a
r
s
o
n

A
Em
p
i
e

A
Bridgers Ave
Ro
c
k
SHEET: 13 OF 18
387-B N. Green Meadows Dr.
Wilmington, NC 28405
TI Coastal Services, Inc.
910.821.1358 SCALE: 1" = 200'
TI Coastal Services, Inc.
ĂŶŬƐŚĂŶŶĞů
^ƚĂƚŝŽŶϬнϬϬƚŽϰϬнϬϬ
ƌĞĚŐĞĞƉƚŚϭϲнϮΖD>t
ĂŶŬƐŚĂŶŶĞů
^ƚĂƚŝŽŶϰϭнϬϬƚŽϯϮϴнϬϬ
ƌĞĚŐĞĞƉƚŚϭϮнϮΖD>t
SURF CITY
PENDER & ONSLOW COUNTIES, NORTH CAROLINA
SURF CITY BEACH NOURISHMENTVertical Datum
Mean High Water
Conversion
Graphic Scale
100' 200'400'
Scale: 1" = 200'Plan View - Banks Channel and Side Channels Layout and Bathymetry
1.20'
NAVD 1988
2.54'
Mean Low Water
3.74'
Christian L. Gibson, P.E. No. 026273
Mean Low Water
Mean High Water
EŽƚĞƐ͗
ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚ
Ϯ͘sĞƌƚŝĐĂůĂƚƵŵ͗DĞĂŶ>ŽǁtĂƚĞƌ
ϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ:ƵůLJϭϬͲϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚ
ƚŚĂƚƚŝŵĞ͘
ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘
ϱ͘ĞƌŝĂůĨůŽǁŶŽŶ:ƵŶĞϭϳ͕ϮϬϭϵďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͘
DWG NAME: 2018 Surf City Beachfill.dwg
SURVEY DATE: July 10-17, 2019DWG DATE: October 8, 2019
Permit Drawing - October 2019
11x17 = Half Scale
Banks Channel
14
5
+
0
0
15
0
+
0
0
15
5
+
0
0
1
6
0
+
0
0
1
6
5
+
0
0
1
7
0
+
0
0
1
7
5
+
0
0
1
8
0
+
0
0
18
5
+
0
0
19
0
+
0
0
19
5
+
0
0
20
0
+
0
0
21
0
+
0
0
Bridge
r
s

A
v
e
Ba
r
w
i
c
k
Anderson Blvd
Monroe Ln Ca
n
a
d
y

A
v
e
N. Anderson Blvd
N. Anderson Blvd
Ga
y
e

A
v
e
Ba
r
e

F
o
o
t

L
n
Su
n
s
e
t

A
v
e
20
5
+
0
0
To
w
e
r

C
t
Ob
s
e
r
v
a
t
i
o
n

L
n
Bu
m
b
l
e

B
e
e

C
t
Bumble Bee Ct
ϮϬϬΖtŝĚĞ
ϭϮнϮΖD>t
ŚĂŶŶĞůWĞƌŵŝƚƚĞĚďLJ
dŽƉƐĂŝůĞĂĐŚ
^ƵƌĨŝƚLJ
WƌŽƉŽƐĞĚŚĂŶŶĞů
/ŶĐƌĞĂƐĞƚŽϮϬϬΖtŝĚ
ϭϮнϮΖD>t
-3
+
6
3
.
9
6
PI

6
+
3
6
PI

1
6
+
-5
+0
Ol
e
a
n
d
Hu
m
p
h
r
e
y

A
v
e
.
Cr
u
t
c
h
f
i
e
l
d

A
Hi
s
p
a
n
i
o
l
a

L
n
Be
a
c
h
w
o
o
d

D
r
.
La

d
Banks Channel
21
5
+
0
0
22
0
+
0
0
22
5
+
0
0
23
0
+
0
0
23
5
+
0
0
24
0
+
0
0
24
5
+
0
0
25
0
+
0
0
25
5
+
0
0
26
0
+
0
0
26
5
+
0
0
27
0
+
0
0
21
0
+
0
0
Nix
o
n

A
v
e
Si
d
b
u
r
y

A
v
e
Ca
t
h
e
r
i
n
e

A
v
e
N. Anderson Blvd
Fi
e
l
d
s

A
v
e
St
r
a
w
b
e
r
r
y

L
n
Be
a
c
h
w
o
Town Line
Pipeline Crossing
Directional Bore
Under Road Sleeve
^ƵƌĨŝƚLJ
WƌŽƉŽƐĞĚŚĂŶŶĞů
/ŶĐƌĞĂƐĞƚŽϮϬϬΖtŝĚĞ
ϭϮнϮΖD>t
Pipeline Route
along Oleander Ct
End of Dredge Tem
p
l
a
t
e
Station 245+00
SHEET: 14 OF 18
387-B N. Green Meadows Dr.
Wilmington, NC 28405
TI Coastal Services, Inc.
910.821.1358 SCALE: 1" = 200'
TI Coastal Services, Inc.
Christian L. Gibson, P.E. No. 026273
SURF CITY
PENDER & ONSLOW COUNTIES, NORTH CAROLINA
SURF CITY BEACH NOURISHMENTVertical Datum
Mean High Water
Conversion
Graphic Scale
100' 200'400'
Scale: 1" = 200'Plan View - Banks Channel Layout and Bathymetry
1.20'
NAVD 1988
2.54'
Mean Low Water
3.74'
Christian L. Gibson, P.E. No. 026273
Mean Low Water
Mean High Water
EŽƚĞƐ͗
ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚ
Ϯ͘sĞƌƚŝĐĂůĂƚƵŵ͗DĞĂŶ>ŽǁtĂƚĞƌ
ϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ:ƵůLJϭϬͲϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚ
ƚŚĂƚƚŝŵĞ͘
ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘
ϱ͘ĞƌŝĂůĨůŽǁŶŽŶ:ƵŶĞϭϳ͕ϮϬϭϵďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͘
DWG NAME: 2018 Surf City Beachfill.dwg
SURVEY DATE: July 10-17, 2019DWG DATE: October 8, 2019
Permit Drawing - October 2019
11x17 = Half Scale
260+00
265+00
270+00
275+00
280+00
28
5
+
0
0
29
0
+
0
0
29
5
+
0
0
3
0
0
+
0
0
3
0
5
+
0
0
3
1
0
+
0
0
31
5
+
0
0
32
0
+
0
0
32
5
+
0
0
P
i
p
e
l
i
n
e

C
r
o
s
s
i
n
g
D
i
r
e
c
t
i
o
n
a
l

B
o
r
e
U
n
d
e
r

R
o
a
d

S
l
e
e
v
e
P
i
p
e
l
i
n
e

R
o
u
t
e
a
l
o
n
g

O
l
e
a
n
d
e
r

C
t
SHEET: 15 OF 18
387-B N. Green Meadows Drive
Wilmington, NC 28405
TI Coastal Services, Inc.
910.821.1358 SCALE: 1" = 200'
SURF CITY
PENDER & ONSLOW COUNTIES, NORTH CAROLINA
SURF CITY BEACH NOURISHMENTVertical Datum
Mean High Water
Conversion
Graphic Scale
100' 200'400'
Scale: 1" = 200'Plan View - Banks Channel Layout and Bathymetry
1.20'
NAVD 1988
2.54'
Mean Low Water
3.74'
Christian L. Gibson, P.E. No. 026273
Mean Low Water
Mean High Water
EŽƚĞƐ͗
ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚ
Ϯ͘sĞƌƚŝĐĂůĂƚƵŵ͗DĞĂŶ>ŽǁtĂƚĞƌ
ϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ:ƵůLJϭϬͲϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚ
ƚŚĂƚƚŝŵĞ͘
ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘
ϱ͘ĞƌŝĂůĨůŽǁŶŽŶ:ƵŶĞϭϳ͕ϮϬϭϵďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͘
DWG NAME: 2018 Surf City Beachfill.dwg
SURVEY DATE: July 10-17, 2019DWG DATE: October 8, 2019
Permit Drawing - October 2019
11x17 = Half Scale
SHEET: 16 OF 18
387-B N. Green Meadows Dr.
Wilmington, NC 28405
Vertical Datum
Mean High Water
Conversion
TI Coastal Services, Inc.
910.821.1358 SCALE: As Shown
TI Coastal Services, Inc.
Station 35+00 to 150+00 - Banks Channel Cross Sections
1.20'
NAVD 1988
2.54'
Mean Low Water
3.74'
Christian L. Gibson, P.E. No. 026273
Graphic Scale
0' 100' 200'400'Horizontal
0' 5' 10'20'Vertical
SURF CITY BEACH NOURISHMENT
SURF CITY
PENDER & ONSLOW COUNTIES, NORTH CAROLINA
EŽƚĞƐ͗
ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚ
Ϯ͘sĞƌƚŝĐĂůĂƚƵŵ͗DĞĂŶ>ŽǁtĂƚĞƌ
ϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ:ƵůLJϭϬͲϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚ
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ϱ͘ĞƌŝĂůĨůŽǁŶŽŶ:ƵŶĞϭϳ͕ϮϬϭϵďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͘
DWG NAME: 2018 Surf City Beachfill.dwg
SURVEY DATE: July 10-17, 2019DWG DATE: October 8, 2019
Permit Drawing - October 2019
11x17 = Half Scale
SHEET: 17 OF 18
387-B N. Green Meadows Dr.
Wilmington, NC 28405
Vertical Datum
Mean High Water
Conversion
TI Coastal Services, Inc.
910.821.1358 SCALE: As Shown
TI Coastal Services, Inc.
Station 155+00 to 270+00 - Banks Channel Cross Sections
1.20'
NAVD 1988
2.54'
Mean Low Water
3.74'
Christian L. Gibson, P.E. No. 026273
Graphic Scale
0' 100' 200'400'Horizontal
0' 5' 10'20'Vertical
SURF CITY BEACH NOURISHMENT
SURF CITY
PENDER & ONSLOW COUNTIES, NORTH CAROLINA
EŽƚĞƐ͗
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Ϯ͘sĞƌƚŝĐĂůĂƚƵŵ͗DĞĂŶ>ŽǁtĂƚĞƌ
ϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ:ƵůLJϭϬͲϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚ
ƚŚĂƚƚŝŵĞ͘
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ϱ͘ĞƌŝĂůĨůŽǁŶŽŶ:ƵŶĞϭϳ͕ϮϬϭϵďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͘
DWG NAME: 2018 Surf City Beachfill.dwg
SURVEY DATE: July 10-17, 2019DWG DATE: October 8, 2019
Permit Drawing - October 2019
11x17 = Half Scale
SHEET: 18 OF 18
387-B N. Green Meadows Dr.
Wilmington, NC 28405
Vertical Datum
Mean High Water
Conversion
TI Coastal Services, Inc.
910.821.1358 SCALE: As Shown
TI Coastal Services, Inc.
Station 275+00 to 328+00 - Banks Channel Cross Sections
1.20'
NAVD 1988
2.54'
Mean Low Water
3.74'
Christian L. Gibson, P.E. No. 026273
Graphic Scale
0' 100' 200'400'Horizontal
0' 5' 10'20'Vertical
SURF CITY BEACH NOURISHMENT
SURF CITY
PENDER & ONSLOW COUNTIES, NORTH CAROLINA
EŽƚĞƐ͗
ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚ
Ϯ͘sĞƌƚŝĐĂůĂƚƵŵ͗DĞĂŶ>ŽǁtĂƚĞƌ
ϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ:ƵůLJϭϬͲϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚ
ƚŚĂƚƚŝŵĞ͘
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ϱ͘ĞƌŝĂůĨůŽǁŶŽŶ:ƵŶĞϭϳ͕ϮϬϭϵďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͘
DWG NAME: 2018 Surf City Beachfill.dwg
SURVEY DATE: July 10-17, 2019DWG DATE: October 8, 2019
Permit Drawing - October 2019
11x17 = Half Scale

CAMA Permit Application 
Geotechnical Information 

‐Native Grain Size Analysis 
‐Vibracore Location Maps 
‐Composite Tables, Statistics and Graphs 
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SHEET: 1 OF 1
387-B N. Green Meadows Drive
Wilmington, NC 28405
Vertical Datum
NAVD88
Conversion Graphic Scale
TI Coastal Services, Inc.
910.821.1358
SCALE: 1" = 2000'
MLW
X.XX
0'500'1,000'2,000'
Scale: 1" = 2,000'
Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet
2. Vertical Datum: NAVD88, Feet
3. Data collected by TI Coastal in April and May 2018,
and represent conditions at that time.
4. Soundings are expressed in depths and in feet and tenths.
DWG NAME: Surf City Native Grain Size Samples.dwg
SURVEY DATE: April and May, 2018
Surf City Nourishment Project
Native Grain Size Sampling Locations
Surf City
Pender & Onslow County, NC
PLAN VIEW DWG DATE: June 15, 2018
3" -6.25 76.11 0.00 0.00 0.00 0.00
3/4" -4.25 19.03 0.00 0.00 0.00 0.00
3/8" -3.25 9.51 0.20 0.20 0.20 0.20
4 -2.25 4.76 0.10 0.10 0.30 0.30
5 -2.00 4.00 0.10 0.10 0.40 0.40
7 -1.50 2.83 0.10 0.10 0.50 0.50
10 -1.00 2.00 0.20 0.20 0.70 0.70
14 -0.50 1.41 0.50 0.50 1.20 1.20
18 0.00 1.00 0.80 0.80 2.00 2.00
25 0.50 0.71 1.50 1.50 3.50 3.50
35 1.00 0.50 2.70 2.70 6.20 6.20
45 1.50 0.35 7.40 7.40 13.60 13.60
60 2.00 0.25 23.60 23.60 37.20 37.20
70 2.25 0.21 19.00 19.00 56.20 56.20
80 2.50 0.18 22.30 22.30 78.50 78.50
100 2.75 0.15 15.30 15.30 93.80 93.80
120 3.00 0.13 3.70 3.70 97.50 97.50
170 3.50 0.09 2.10 2.10 99.60 99.60
200 3.75 0.07 0.10 0.10 99.70 99.70
230 4.00 0.06 0.00 0.00 99.70 99.70
Sorting
0.72
Skewness
-2.56
Kurtosis
15.93
Sieve Number
SP
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%):
Coordinate System:
North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.20
Mean Phi
2.03
Phi 5
2.83
Phi 16
2.59
Phi 25
2.46
Phi 50
2.17
Phi 75
1.74
Phi 84
1.55
100.00
Phi 95
0.78
Mean mm
0.24
Moment
Statistics
Fines (%):
100.00 0.10
Project Name: Surf City Beach Nourishment Project 2018
Sample Name: Composite TB-27
Analysis Date: 05-24-18
Analyzed By: SJF
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.30
#230 - 0.30
Organics (%): Carbonates (%):
6.90
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3" -6.25 76.11 0.00 0.00 0.00 0.00
3/4" -4.25 19.03 0.00 0.00 0.00 0.00
3/8" -3.25 9.51 0.00 0.00 0.00 0.00
4 -2.25 4.76 0.10 0.10 0.10 0.10
5 -2.00 4.00 0.10 0.10 0.20 0.20
7 -1.50 2.83 0.10 0.10 0.30 0.30
10 -1.00 2.00 0.30 0.30 0.60 0.60
14 -0.50 1.41 0.60 0.60 1.20 1.20
18 0.00 1.00 0.80 0.80 2.00 2.00
25 0.50 0.71 1.50 1.50 3.50 3.50
35 1.00 0.50 2.80 2.80 6.30 6.31
45 1.50 0.35 8.20 8.21 14.50 14.51
60 2.00 0.25 26.70 26.73 41.20 41.24
70 2.25 0.21 23.80 23.82 65.00 65.07
80 2.50 0.18 20.70 20.72 85.70 85.79
100 2.75 0.15 10.30 10.31 96.00 96.10
120 3.00 0.13 2.40 2.40 98.40 98.50
170 3.50 0.09 1.40 1.40 99.80 99.90
200 3.75 0.07 0.10 0.10 99.90 100.00
230 4.00 0.06 0.00 0.00 99.90 100.00
Sorting
0.66
Skewness
-2.04
Kurtosis
10.94
Sieve Number
SP
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%):
Coordinate System:
North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.00
Mean Phi
1.97
Phi 5
2.72
Phi 16
2.48
Phi 25
2.37
Phi 50
2.09
Phi 75
1.70
Phi 84
1.53
99.90
Phi 95
0.77
Mean mm
0.26
Moment
Statistics
Fines (%):
99.90 0.00
Project Name: Surf City Beach Nourishment Project 2018
Sample Name: Composite TB-32
Analysis Date: 05-24-18
Analyzed By: SJF
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.00
#230 - 0.00
Organics (%): Carbonates (%):
4.40
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3" -6.25 76.11 0.00 0.00 0.00 0.00
3/4" -4.25 19.03 0.00 0.00 0.00 0.00
3/8" -3.25 9.51 0.10 0.10 0.10 0.10
4 -2.25 4.76 0.10 0.10 0.20 0.20
5 -2.00 4.00 0.10 0.10 0.30 0.30
7 -1.50 2.83 0.10 0.10 0.40 0.40
10 -1.00 2.00 0.20 0.20 0.60 0.60
14 -0.50 1.41 0.50 0.50 1.10 1.10
18 0.00 1.00 0.70 0.70 1.80 1.80
25 0.50 0.71 1.20 1.20 3.00 3.01
35 1.00 0.50 2.00 2.00 5.00 5.01
45 1.50 0.35 6.30 6.31 11.30 11.32
60 2.00 0.25 26.00 26.05 37.30 37.37
70 2.25 0.21 24.00 24.05 61.30 61.42
80 2.50 0.18 24.30 24.35 85.60 85.77
100 2.75 0.15 10.00 10.02 95.60 95.79
120 3.00 0.13 2.30 2.30 97.90 98.10
170 3.50 0.09 1.70 1.70 99.60 99.80
200 3.75 0.07 0.10 0.10 99.70 99.90
230 4.00 0.06 0.00 0.00 99.70 99.90
Sorting
0.65
Skewness
-2.65
Kurtosis
17.07
Sieve Number
SP
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%):
Coordinate System:
North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.10
Mean Phi
2.01
Phi 5
2.73
Phi 16
2.48
Phi 25
2.39
Phi 50
2.13
Phi 75
1.76
Phi 84
1.59
99.80
Phi 95
1.00
Mean mm
0.25
Moment
Statistics
Fines (%):
99.80 0.00
Project Name: Surf City Beach Nourishment Project 2018
Sample Name: Composite TB-37
Analysis Date: 05-24-18
Analyzed By: SJF
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.10
#230 - 0.10
Organics (%): Carbonates (%):
5.70
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3" -6.25 76.11 0.00 0.00 0.00 0.00
3/4" -4.25 19.03 0.00 0.00 0.00 0.00
3/8" -3.25 9.51 0.20 0.20 0.20 0.20
4 -2.25 4.76 0.00 0.00 0.20 0.20
5 -2.00 4.00 0.00 0.00 0.20 0.20
7 -1.50 2.83 0.10 0.10 0.30 0.30
10 -1.00 2.00 0.10 0.10 0.40 0.40
14 -0.50 1.41 0.30 0.30 0.70 0.70
18 0.00 1.00 0.40 0.40 1.10 1.10
25 0.50 0.71 0.90 0.90 2.00 2.00
35 1.00 0.50 1.90 1.90 3.90 3.90
45 1.50 0.35 5.40 5.41 9.30 9.31
60 2.00 0.25 17.70 17.72 27.00 27.03
70 2.25 0.21 20.60 20.62 47.60 47.65
80 2.50 0.18 27.50 27.53 75.10 75.18
100 2.75 0.15 17.00 17.02 92.10 92.19
120 3.00 0.13 4.30 4.30 96.40 96.50
170 3.50 0.09 3.20 3.20 99.60 99.70
200 3.75 0.07 0.20 0.20 99.80 99.90
230 4.00 0.06 0.10 0.10 99.90 100.00
Sorting
0.64
Skewness
-2.77
Kurtosis
20.9
Sieve Number
SP
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%):
Coordinate System:
North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.00
Mean Phi
2.16
Phi 5
2.91
Phi 16
2.63
Phi 25
2.50
Phi 50
2.27
Phi 75
1.94
Phi 84
1.69
99.90
Phi 95
1.10
Mean mm
0.22
Moment
Statistics
Fines (%):
99.90 0.00
Project Name: Surf City Beach Nourishment Project 2018
Sample Name: Composite TB-42
Analysis Date: 05-24-18
Analyzed By: SJF
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.10
#230 - 0.00
Organics (%): Carbonates (%):
5.20
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3" -6.25 76.11 0.00 0.00 0.00 0.00
3/4" -4.25 19.03 0.00 0.00 0.00 0.00
3/8" -3.25 9.51 0.20 0.20 0.20 0.20
4 -2.25 4.76 0.10 0.10 0.30 0.30
5 -2.00 4.00 0.10 0.10 0.40 0.40
7 -1.50 2.83 0.10 0.10 0.50 0.50
10 -1.00 2.00 0.30 0.30 0.80 0.80
14 -0.50 1.41 0.70 0.70 1.50 1.50
18 0.00 1.00 1.00 1.00 2.50 2.51
25 0.50 0.71 2.10 2.11 4.60 4.61
35 1.00 0.50 3.60 3.61 8.20 8.22
45 1.50 0.35 6.90 6.92 15.10 15.15
60 2.00 0.25 22.20 22.27 37.30 37.41
70 2.25 0.21 20.70 20.76 58.00 58.17
80 2.50 0.18 21.60 21.66 79.60 79.84
100 2.75 0.15 12.90 12.94 92.50 92.78
120 3.00 0.13 3.80 3.81 96.30 96.59
170 3.50 0.09 3.00 3.01 99.30 99.60
200 3.75 0.07 0.20 0.20 99.50 99.80
230 4.00 0.06 0.10 0.10 99.60 99.90
Sorting
0.77
Skewness
-2.26
Kurtosis
12.92
Sieve Number
SP
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%):
Coordinate System:
North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.10
Mean Phi
2
Phi 5
2.90
Phi 16
2.58
Phi 25
2.44
Phi 50
2.15
Phi 75
1.72
Phi 84
1.52
99.70
Phi 95
0.55
Mean mm
0.25
Moment
Statistics
Fines (%):
99.70 0.00
Project Name: Surf City Beach Nourishment Project 2018
Sample Name: Composite TB-47
Analysis Date: 05-24-18
Analyzed By: SJF
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.20
#230 - 0.10
Organics (%): Carbonates (%):
8.00
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3" -6.25 76.11 0.00 0.00 0.00 0.00
3/4" -4.25 19.03 0.00 0.00 0.00 0.00
3/8" -3.25 9.51 0.40 0.40 0.40 0.40
4 -2.25 4.76 0.20 0.20 0.60 0.60
5 -2.00 4.00 0.00 0.00 0.60 0.60
7 -1.50 2.83 0.20 0.20 0.80 0.80
10 -1.00 2.00 0.40 0.40 1.20 1.20
14 -0.50 1.41 0.70 0.70 1.90 1.90
18 0.00 1.00 0.90 0.90 2.80 2.81
25 0.50 0.71 1.80 1.80 4.60 4.61
35 1.00 0.50 4.20 4.21 8.80 8.82
45 1.50 0.35 9.50 9.52 18.30 18.34
60 2.00 0.25 21.60 21.64 39.90 39.98
70 2.25 0.21 18.40 18.44 58.30 58.42
80 2.50 0.18 20.80 20.84 79.10 79.26
100 2.75 0.15 13.90 13.93 93.00 93.19
120 3.00 0.13 3.70 3.71 96.70 96.89
170 3.50 0.09 2.60 2.61 99.30 99.50
200 3.75 0.07 0.20 0.20 99.50 99.70
230 4.00 0.06 0.10 0.10 99.60 99.80
Sorting
0.84
Skewness
-2.51
Kurtosis
14.46
Sieve Number
SP
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%):
Coordinate System:
North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.20
Mean Phi
1.96
Phi 5
2.87
Phi 16
2.59
Phi 25
2.45
Phi 50
2.14
Phi 75
1.65
Phi 84
1.38
99.80
Phi 95
0.55
Mean mm
0.26
Moment
Statistics
Fines (%):
99.80 0.00
Project Name: Surf City Beach Nourishment Project 2018
Sample Name: Composite TB-52
Analysis Date: 05-24-18
Analyzed By: SJF
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.30
#230 - 0.20
Organics (%): Carbonates (%):
7.40
GR
A
N
U
L
A
R
M
E
T
R
I
C

R
E
P
O
R
T

S
U
R
F

C
I
T
Y

N
A
T
I
V
E

G
R
A
I
N

S
I
Z
E

A
N
A
L
Y
S
I
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3" -6.25 76.11 0.00 0.00 0.00 0.00
3/4" -4.25 19.03 0.00 0.00 0.00 0.00
3/8" -3.25 9.51 0.20 0.20 0.20 0.20
4 -2.25 4.76 0.20 0.20 0.40 0.40
5 -2.00 4.00 0.10 0.10 0.50 0.50
7 -1.50 2.83 0.20 0.20 0.70 0.70
10 -1.00 2.00 0.50 0.50 1.20 1.20
14 -0.50 1.41 0.80 0.80 2.00 2.00
18 0.00 1.00 1.10 1.10 3.10 3.11
25 0.50 0.71 2.40 2.40 5.50 5.51
35 1.00 0.50 4.40 4.41 9.90 9.92
45 1.50 0.35 9.30 9.32 19.20 19.24
60 2.00 0.25 20.70 20.74 39.90 39.98
70 2.25 0.21 18.40 18.44 58.30 58.42
80 2.50 0.18 22.10 22.14 80.40 80.56
100 2.75 0.15 12.30 12.32 92.70 92.89
120 3.00 0.13 3.40 3.41 96.10 96.29
170 3.50 0.09 3.10 3.11 99.20 99.40
200 3.75 0.07 0.30 0.30 99.50 99.70
230 4.00 0.06 0.20 0.20 99.70 99.90
Sorting
0.84
Skewness
-2.08
Kurtosis
11.02
Sieve Number
SP
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%):
Coordinate System:
North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.00
Mean Phi
1.95
Phi 5
2.91
Phi 16
2.57
Phi 25
2.44
Phi 50
2.14
Phi 75
1.64
Phi 84
1.33
99.80
Phi 95
0.39
Mean mm
0.26
Moment
Statistics
Fines (%):
99.80 0.10
Project Name: Surf City Beach Nourishment Project 2018
Sample Name: Composite TB-57
Analysis Date: 05-24-18
Analyzed By: SJF
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.30
#230 - 0.10
Organics (%): Carbonates (%):
8.90
GR
A
N
U
L
A
R
M
E
T
R
I
C

R
E
P
O
R
T

S
U
R
F

C
I
T
Y

N
A
T
I
V
E

G
R
A
I
N

S
I
Z
E

A
N
A
L
Y
S
I
S
.
G
P
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F
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3" -6.25 76.11 0.00 0.00 0.00 0.00
3/4" -4.25 19.03 0.00 0.00 0.00 0.00
3/8" -3.25 9.51 0.20 0.20 0.20 0.20
4 -2.25 4.76 0.10 0.10 0.30 0.30
5 -2.00 4.00 0.10 0.10 0.40 0.40
7 -1.50 2.83 0.10 0.10 0.50 0.50
10 -1.00 2.00 0.30 0.30 0.80 0.80
14 -0.50 1.41 0.60 0.60 1.40 1.40
18 0.00 1.00 0.80 0.80 2.20 2.20
25 0.50 0.71 1.60 1.60 3.80 3.80
35 1.00 0.50 3.10 3.10 6.90 6.91
45 1.50 0.35 7.60 7.61 14.50 14.51
60 2.00 0.25 22.60 22.62 37.10 37.14
70 2.25 0.21 20.70 20.72 57.80 57.86
80 2.50 0.18 22.80 22.82 80.60 80.68
100 2.75 0.15 13.10 13.11 93.70 93.79
120 3.00 0.13 3.40 3.40 97.10 97.20
170 3.50 0.09 2.50 2.50 99.60 99.70
200 3.75 0.07 0.20 0.20 99.80 99.90
230 4.00 0.06 0.10 0.10 99.90 100.00
Sorting
0.74
Skewness
-2.43
Kurtosis
14.73
Sieve Number
SP
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g): Wash Weight (g): Pan Retained (g): Sieve Loss (%):
Coordinate System:
North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.00
Mean Phi
2.01
Phi 5
2.84
Phi 16
2.56
Phi 25
2.44
Phi 50
2.16
Phi 75
1.73
Phi 84
1.53
99.90
Phi 95
0.69
Mean mm
0.25
Moment
Statistics
Fines (%):
99.90 0.00
Project Name: Surf City Beach Nourishment Project 2018
Sample Name: Surf City Native Composite
Analysis Date: 05-24-18
Analyzed By: SJF
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.10
#230 - 0.00
Organics (%): Carbonates (%):
6.60
GR
A
N
U
L
A
R
M
E
T
R
I
C

R
E
P
O
R
T

S
U
R
F

C
I
T
Y

N
A
T
I
V
E

G
R
A
I
N

S
I
Z
E

A
N
A
L
Y
S
I
S
.
G
P
J

F
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20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
Sand
Coarse Fine Coarse Medium Fine
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
#200 - 0.30
#230 - 0.30 -2.56 15.93 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Pe
r
c
e
n
t

C
o
a
r
s
e
r

B
y

W
e
i
g
h
t
10
20
30
40
50
60
70
80
90
100
0
SP 2.17
Sample Sample Information
Gravel
Silt and Clay
2.03 0.72 Surf City Beach Nourishment Project 2018
05-24-18
SJF
NAD 1983
NAVD 88
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
Composite TB-27
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt SortElev. (ft)Symbol
6.90
SI
E
V
E

A
N
A
L
Y
S
I
S

S
U
R
F

C
I
T
Y

N
A
T
I
V
E

G
R
A
I
N

S
I
Z
E

A
N
A
L
Y
S
I
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
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0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
Sand
Coarse Fine Coarse Medium Fine
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
#200 - 0.00
#230 - 0.00 -2.04 10.94 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Pe
r
c
e
n
t

C
o
a
r
s
e
r

B
y

W
e
i
g
h
t
10
20
30
40
50
60
70
80
90
100
0
SP 2.09
Sample Sample Information
Gravel
Silt and Clay
1.97 0.66 Surf City Beach Nourishment Project 2018
05-24-18
SJF
NAD 1983
NAVD 88
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
Composite TB-32
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt SortElev. (ft)Symbol
4.40
SI
E
V
E

A
N
A
L
Y
S
I
S

S
U
R
F

C
I
T
Y

N
A
T
I
V
E

G
R
A
I
N

S
I
Z
E

A
N
A
L
Y
S
I
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

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0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
Sand
Coarse Fine Coarse Medium Fine
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
#200 - 0.10
#230 - 0.10 -2.65 17.07 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Pe
r
c
e
n
t

C
o
a
r
s
e
r

B
y

W
e
i
g
h
t
10
20
30
40
50
60
70
80
90
100
0
SP 2.13
Sample Sample Information
Gravel
Silt and Clay
2.01 0.65 Surf City Beach Nourishment Project 2018
05-24-18
SJF
NAD 1983
NAVD 88
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
Composite TB-37
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt SortElev. (ft)Symbol
5.70
SI
E
V
E

A
N
A
L
Y
S
I
S

S
U
R
F

C
I
T
Y

N
A
T
I
V
E

G
R
A
I
N

S
I
Z
E

A
N
A
L
Y
S
I
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

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0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
Sand
Coarse Fine Coarse Medium Fine
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
#200 - 0.10
#230 - 0.00 -2.77 20.9 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Pe
r
c
e
n
t

C
o
a
r
s
e
r

B
y

W
e
i
g
h
t
10
20
30
40
50
60
70
80
90
100
0
SP 2.27
Sample Sample Information
Gravel
Silt and Clay
2.16 0.64 Surf City Beach Nourishment Project 2018
05-24-18
SJF
NAD 1983
NAVD 88
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
Composite TB-42
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt SortElev. (ft)Symbol
5.20
SI
E
V
E

A
N
A
L
Y
S
I
S

S
U
R
F

C
I
T
Y

N
A
T
I
V
E

G
R
A
I
N

S
I
Z
E

A
N
A
L
Y
S
I
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

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0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
Sand
Coarse Fine Coarse Medium Fine
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
#200 - 0.20
#230 - 0.10 -2.26 12.92 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Pe
r
c
e
n
t

C
o
a
r
s
e
r

B
y

W
e
i
g
h
t
10
20
30
40
50
60
70
80
90
100
0
SP 2.15
Sample Sample Information
Gravel
Silt and Clay
2 0.77 Surf City Beach Nourishment Project 2018
05-24-18
SJF
NAD 1983
NAVD 88
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
Composite TB-47
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt SortElev. (ft)Symbol
8.00
SI
E
V
E

A
N
A
L
Y
S
I
S

S
U
R
F

C
I
T
Y

N
A
T
I
V
E

G
R
A
I
N

S
I
Z
E

A
N
A
L
Y
S
I
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

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0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
Sand
Coarse Fine Coarse Medium Fine
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
#200 - 0.30
#230 - 0.20 -2.51 14.46 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Pe
r
c
e
n
t

C
o
a
r
s
e
r

B
y

W
e
i
g
h
t
10
20
30
40
50
60
70
80
90
100
0
SP 2.14
Sample Sample Information
Gravel
Silt and Clay
1.96 0.84 Surf City Beach Nourishment Project 2018
05-24-18
SJF
NAD 1983
NAVD 88
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
Composite TB-52
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt SortElev. (ft)Symbol
7.40
SI
E
V
E

A
N
A
L
Y
S
I
S

S
U
R
F

C
I
T
Y

N
A
T
I
V
E

G
R
A
I
N

S
I
Z
E

A
N
A
L
Y
S
I
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

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0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
Sand
Coarse Fine Coarse Medium Fine
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
#200 - 0.30
#230 - 0.10 -2.08 11.02 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Pe
r
c
e
n
t

C
o
a
r
s
e
r

B
y

W
e
i
g
h
t
10
20
30
40
50
60
70
80
90
100
0
SP 2.14
Sample Sample Information
Gravel
Silt and Clay
1.95 0.84 Surf City Beach Nourishment Project 2018
05-24-18
SJF
NAD 1983
NAVD 88
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
Composite TB-57
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt SortElev. (ft)Symbol
8.90
SI
E
V
E

A
N
A
L
Y
S
I
S

S
U
R
F

C
I
T
Y

N
A
T
I
V
E

G
R
A
I
N

S
I
Z
E

A
N
A
L
Y
S
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S
.
G
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F
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D
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5
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3
1
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1
8
TI Coastal Services, Inc.
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fax
0
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50
60
70
80
90
100
0.00150.0150.1515105100
Sand
Coarse Fine Coarse Medium Fine
Pe
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F
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B
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W
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#200 - 0.10
#230 - 0.00 -2.43 14.73 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Pe
r
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t

C
o
a
r
s
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r

B
y

W
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10
20
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40
50
60
70
80
90
100
0
SP 2.16
Sample Sample Information
Gravel
Silt and Clay
2.01 0.74 Surf City Beach Nourishment Project 2018
05-24-18
SJF
NAD 1983
NAVD 88
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
Surf City Native Composite
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt SortElev. (ft)Symbol
6.60
SI
E
V
E

A
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S
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C
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N
A
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G
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S
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A
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TI Coastal Services, Inc.
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Millimeters PHI Size Dune Crest Dune Toe Mid Berm MHW Foreshore Mid Tide 0' NAVD MLW Trough Bar Crest ‐6' NAVD ‐8' NAVD ‐10' NAVD 16' NAVD ‐20' NAVD Average
>75.00 ‐6.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 COBBLES
19.05 ‐4.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
9.53 ‐3.25 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.1 0.2
4.75 ‐2.25 0.0 0.0 0.0 0.0 0.0 0.0 1.7 0.0 0.0 0.0 0.3 0.0 0.0 0.1 0.0 0.1
4.00 ‐2 0.0 0.0 0.0 0.0 0.0 0.2 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
2.80 ‐1.5 0.0 0.0 0.0 0.0 0.0 0.2 0.7 0.2 0.0 0.2 0.3 0.0 0.2 0.0 0.0 0.1
2 ‐1 0.1 0.0 0.0 0.0 0.0 0.6 1.0 0.4 0.1 0.2 0.5 0.1 0.2 0.1 0.1 0.2
1.4 ‐0.5 0.3 0.0 0.0 0.0 0.0 2.7 1.2 0.6 0.3 0.7 0.9 0.1 0.1 0.4 0.1 0.5
1 0 0.7 0.0 0.0 0.1 0.1 4.5 1.4 0.9 0.5 1.0 1.8 0.4 0.6 0.4 0.1 0.8
0.71 0.5 1.5 0.1 0.1 0.3 0.5 7.0 2.1 2.1 0.9 2.4 2.5 1.2 1.2 0.8 0.1 1.5
0.5 1 3.9 0.2 0.5 1.6 2.6 6.2 4.6 4.0 2.0 4.6 4.6 2.3 2.2 0.8 0.4 2.7
0.36 1.5 8.6 2.8 7.3 14.6 12.6 9.8 11.6 8.8 2.8 9.2 9.8 6.2 3.3 2.1 1.3 7.4
0.25 2 22.3 34.4 40.1 52.2 34.3 26.0 20.8 18.9 7.5 18.4 21.3 40.8 7.0 8.2 2.1 23.6
0.21 2.25 22.8 28.2 30.9 18.2 23.4 18.8 16.5 18.5 19.7 16.7 18.8 23.5 11.6 13.0 4.4 19.0
0.18 2.5 21.1 19.0 14.7 8.6 18.1 14.3 22.1 22.3 40.4 22.7 23.5 16.4 42.1 27.4 22.5 22.3
0.15 2.75 12.7 10.0 4.9 3.7 7.2 8.3 12.5 17.1 20.9 17.1 13.1 5.8 21.4 31.4 43.8 15.3
0.13 3 2.8 2.1 0.8 0.5 0.9 1.1 2.1 4.1 3.7 4.6 2.0 1.6 5.8 9.1 14.0 3.7
0.09 3.5 2.5 3.0 0.6 0.3 0.3 0.3 0.6 1.7 1.2 2.2 0.5 1.1 3.6 4.9 9.2 2.1
0.08 3.75 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.9 0.1
0.06 4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.0
0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.2 0.1 SILT
Totals 100.0 100.0 100.0 100.0 100.0 99.9 100.0 99.7 100.0 99.8 99.8 100.0 99.5 99.7 99.5 100.0
CaCO3% 2.6 3.2 5.4 6.6 6.8 17.8 10.5 9.7 5.2 10.8 12.5 3.6 2.8 5.4 1 6.9
Pan
PEBBLES
GRAVEL
SAND
TB‐27 GRAIN SIZE ANALYSIS (INCREMENTAL RETAINED %)
Millimeters PHI Size Dune Crest Dune Toe Mid Berm MHW Foreshore Mid Tide 0' NAVD MLW Trough Bar Crest ‐6' NAVD ‐8' NAVD ‐12' NAVD 16' NAVD ‐20' NAVD Average
>75.00 ‐6.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 COBBLES
19.05 ‐4.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
9.53 ‐3.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
4.75 ‐2.25 0.0 0.0 0.3 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.7 0.0 0.0 0.1
4.00 ‐2 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.1
2.80 ‐1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.1 0.2 0.1 0.0 0.6 0.0 0.0 0.1
2 ‐1 0.0 0.0 0.1 0.0 0.0 0.0 0.6 0.8 0.5 0.5 0.1 0.0 1.2 0.1 0.2 0.3
1.4 ‐0.5 0.1 0.0 0.1 0.0 0.0 0.5 0.7 1.6 0.8 1.0 0.2 0.0 2.7 0.3 0.4 0.6
100.2 0.0 0.1 0.0 0.0 0.8 0.7 1.9 1.4 1.8 0.5 0.3 3.9 0.5 0.7 0.8
0.71 0.5 0.3 0.0 0.3 0.1 0.1 1.0 1.1 2.7 2.4 4.3 1.8 0.5 7.1 0.7 1.0 1.5
0.5 1 0.5 0.4 0.6 0.1 0.2 1.0 3.3 3.4 5.4 10.4 2.6 1.4 10.7 0.9 1.6 2.8
0.36 1.5 4.6 3.9 4.3 1.7 1.0 3.1 12.5 10.9 14.5 30.5 7.0 13.2 11.9 2.1 2.3 8.2
0.25 2 36.0 30.7 44.3 30.3 15.4 26.4 23.9 33.2 28.7 28.4 20.5 46.1 12.0 18.8 5.3 26.7
0.21 2.25 28.1 32.9 26.7 48.1 33.4 25.5 20.3 20.8 17.5 10.1 20.5 29.8 9.6 22.2 11.1 23.8
0.18 2.5 18.9 21.5 15.1 14.8 33.7 24.3 22.7 13.9 19.8 7.6 32.3 5.6 17.7 25.3 38.0 20.7
0.15 2.75 8.6 7.8 5.7 3.6 13.1 14.0 10.8 7.5 6.9 4.1 11.4 1.8 14.7 18.4 25.8 10.3
0.13 3 1.6 1.4 1.3 0.7 2.2 2.6 2.1 1.7 1.3 0.8 2.2 0.6 4.3 5.5 7.8 2.4
0.09 3.5 0.8 1.0 1.2 0.6 0.8 0.9 0.7 0.6 0.6 0.2 0.7 0.5 2.5 4.9 5.3 1.4
0.08 3.75 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.1
0.06 4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0
0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 SILT
Totals 99.8 99.7 100.0 100.0 99.9 100.0 99.8 99.7 99.9 99.9 99.8 99.8 100.0 99.8 99.8 99.9
CaCO3% 0.8 0.1 1.9 0.5 0.3 2.0 3.4 6.9 6.5 14.8 1.8 2.5 21.8 2.7 2.6 4.5
TB‐32 GRAIN SIZE ANALYSIS (INCREMENTAL RETAINED %)
PEBBLES
GRAVEL
SAND
Pan
Millimeters PHI Size Dune Crest Dune Toe Mid Berm MHW Foreshore Mid Tide 0' NAVD MLW Trough Bar Crest ‐6' NAVD ‐8' NAVD ‐12' NAVD 16' NAVD ‐20' NAVD Totals
>75.00 ‐6.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 COBBLES
19.05 ‐4.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
9.53 ‐3.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.1
4.75 ‐2.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.1 0.1 0.0 0.0 0.2 0.3 0.1
4.00 ‐2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.0 0.0 0.1 0.1 0.1
2.80 ‐1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.5 0.1 0.0 0.0 0.1 0.1 0.1
2 ‐1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.1 0.8 0.4 0.1 0.4 0.3 0.5 0.2
1.4 ‐0.5 0.0 0.1 0.0 0.0 0.0 0.2 0.0 0.7 1.4 1.8 0.9 0.4 0.9 0.8 0.7 0.5
100.1 0.1 0.1 0.0 0.1 0.4 0.2 1.0 1.6 2.1 1.3 0.4 1.2 0.8 0.7 0.7
0.71 0.5 0.1 0.5 0.0 0.0 0.1 0.6 1.4 2.0 2.5 4.0 2.0 0.7 2.6 0.8 0.7 1.2
0.5 1 0.1 1.2 0.1 0.2 0.1 1.1 1.8 3.7 3.7 6.7 3.3 1.1 4.9 1.3 0.7 2.0
0.36 1.5 0.5 3.5 2.6 4.2 1.1 7.0 9.3 15.0 7.4 18.7 8.4 3.4 9.5 2.3 1.7 6.3
0.25 2 19.3 24.1 45.0 37.1 22.3 38.4 27.8 36.4 15.1 30.8 25.5 22.2 19.2 22.1 5.2 26.0
0.21 2.25 28.1 28.7 23.9 25.9 32.3 27.1 20.8 18.2 15.6 16.2 23.0 27.8 28.7 23.4 20.1 24.0
0.18 2.5 31.4 32.4 15.8 22.0 30.9 17.0 27.3 12.2 33.0 9.8 27.2 18.4 19.8 23.7 44.0 24.3
0.15 2.75 14.9 6.5 8.5 7.2 9.3 6.6 9.0 7.6 13.6 5.7 6.5 15.6 8.6 14.1 17.0 10.0
0.13 3 3.3 1.4 1.8 1.5 1.9 1.1 1.7 1.7 2.8 1.3 1.0 5.4 2.3 4.8 3.3 2.3
0.09 3.5 2.2 1.4 1.9 1.7 1.8 0.4 0.5 0.7 1.2 0.5 0.2 3.9 1.6 4.2 3.6 1.7
0.08 3.75 0.1 0.1 0.1 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.1
0.06 4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 SILT
Totals 99.9 99.8 99.8 99.9 99.8 99.8 99.9 99.8 99.8 100.0 99.9 99.6 99.6 99.5 99.4 99.8
CaCO3% 1.9 4.2 5.7 6.1 3.9 4.1 5.4 6.8 9.1 7.9 6.2 3.4 9.3 5.9 5.6 5.7
TB‐37 GRAIN SIZE ANALYSIS (INCREMENTAL RETAINED %)
PEBBLES
GRAVEL
SAND
Pan
Millimeters PHI Size Dune Crest Dune Toe Mid Berm MHW Foreshore Mid Tide 0' NAVD MLW Trough Bar Crest ‐6' NAVD ‐8' NAVD ‐12' NAVD 16' NAVD ‐20' NAVD Average
>75.00 ‐6.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 COBBLES
19.05 ‐4.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
9.53 ‐3.25 0.0 0.0 0.0 0.0 0.0 0.0 1.1 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2
4.75 ‐2.25 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0
4.00 ‐2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0
2.80 ‐1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.1
2 ‐1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 0.2 0.1 0.1 0.0 0.5 0.1 0.1 0.1
1.4 ‐0.5 0.0 0.0 0.1 0.0 0.0 0.1 0.2 1.1 0.3 0.4 0.3 0.2 1.0 0.2 0.1 0.3
100.1 0.0 0.1 0.0 0.0 0.2 0.2 1.6 0.6 0.7 0.6 0.5 1.6 0.3 0.1 0.4
0.71 0.5 0.1 0.1 0.1 0.0 0.0 0.3 0.4 3.7 1.1 1.7 1.1 0.9 3.7 0.7 0.2 0.9
0.5 1 0.1 0.3 0.6 0.0 0.0 0.3 0.7 8.2 2.8 3.6 2.5 2.2 4.6 2.1 0.3 1.9
0.36 1.5 0.3 1.9 4.5 1.3 0.6 1.5 4.1 22.4 7.9 12.6 7.6 3.6 8.9 3.3 1.2 5.4
0.25 2 14.1 19.3 32.9 21.6 16.2 13.3 20.4 26.0 17.0 27.1 20.3 6.8 17.8 8.5 4.1 17.7
0.21 2.25 37.7 29.0 28.3 28.5 23.7 22.0 19.6 13.0 16.5 19.1 19.3 8.3 18.5 17.1 8.4 20.6
0.18 2.5 26.2 35.1 19.0 32.7 34.2 41.6 23.1 11.0 34.7 17.5 32.9 23.8 22.1 32.3 26.2 27.5
0.15 2.75 14.8 9.7 10.6 9.6 19.1 17.0 21.4 6.9 14.0 12.8 11.3 33.8 14.9 25.7 32.8 17.0
0.13 3 3.4 2.0 1.9 2.3 4.2 2.7 5.2 1.7 3.2 2.9 2.4 11.0 3.9 6.3 11.4 4.3
0.09 3.5 3.3 2.3 1.9 3.6 2.0 0.8 3.0 0.9 1.5 1.2 1.4 7.9 2.1 3.0 12.7 3.2
0.08 3.75 0.2 0.2 0.1 0.4 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.8 0.1 0.3 1.1 0.2
0.06 4 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.2 0.0 0.1 0.7 0.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.0 SILT
Totals 100.0 99.8 100.0 99.9 99.9 99.8 99.8 99.8 99.8 99.7 99.9 100.0 100.0 100.0 99.8 99.9
CaCO3% 1.5 2.2 3.1 2.0 1.6 3.1 3.4 14.1 5.6 8.1 5.0 4.9 12.3 5.8 4.7 5.2
TB‐42 GRAIN SIZE ANALYSIS (INCREMENTAL RETAINED %)
PEBBLES
GRAVEL
SAND
Pan
Millimeters PHI Size Dune Crest Dune Toe Mid Berm MHW Foreshore Mid Tide 0' NAVD MLW Trough Bar Crest ‐6' NAVD ‐8' NAVD ‐12' NAVD 16' NAVD ‐20' NAVD Average
>75.00 ‐6.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 COBBLES
19.05 ‐4.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
9.53 ‐3.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 1.7 0.0 0.0 0.0 0.0 0.0 0.2
4.75 ‐2.25 0.1 0.0 0.0 0.0 0.0 0.0 0.4 0.4 0.4 0.5 0.0 0.0 0.1 0.5 0.0 0.1
4.00 ‐2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 0.0 0.0 0.0 0.1 0.1 0.0 0.1
2.80 ‐1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.8 0.1 0.0 0.0 0.3 0.3 0.2 0.1
2 ‐1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.8 1.4 0.3 0.2 0.2 0.9 0.4 0.5 0.3
1.4 ‐0.5 0.1 0.0 0.0 0.0 0.0 0.2 0.6 1.9 2.5 0.8 0.4 0.3 1.9 0.7 0.6 0.7
100.0 0.0 0.0 0.0 0.1 0.7 1.0 3.3 4.2 1.2 0.7 0.6 3.0 0.6 0.4 1.0
0.71 0.5 0.0 0.0 0.0 0.0 0.2 3.5 1.6 8.3 6.8 2.6 0.9 1.4 5.5 0.9 0.5 2.1
0.5 1 0.0 0.2 0.1 0.3 0.7 8.4 3.2 15.3 9.4 3.4 1.3 1.6 8.3 1.0 0.6 3.6
0.36 1.5 0.1 4.1 2.6 4.0 5.5 17.3 8.3 20.6 12.0 9.5 1.8 3.7 10.1 2.5 1.0 6.9
0.25 2 3.1 35.2 29.3 23.5 28.4 24.6 30.3 28.4 29.5 57.0 11.6 10.5 10.5 7.9 3.1 22.2
0.21 2.25 20.3 31.4 30.2 25.5 25.1 13.1 32.1 15.5 25.3 15.9 32.2 15.7 9.4 12.5 6.5 20.7
0.18 2.5 54.3 18.3 19.7 32.3 23.7 18.9 18.6 4.0 6.4 4.2 31.4 28.1 17.2 26.9 20.3 21.6
0.15 2.75 15.8 8.4 9.2 8.4 10.6 10.1 3.2 0.6 0.3 2.2 14.6 24.4 20.9 28.0 37.1 12.9
0.13 3 3.3 1.4 3.2 2.1 2.4 2.0 0.0 0.1 0.0 0.6 3.6 7.8 6.8 9.1 15.2 3.8
0.09 3.5 2.5 0.9 5.2 3.4 3.1 0.9 0.0 0.1 0.0 0.1 1.4 5.2 4.2 7.2 11.3 3.0
0.08 3.75 0.2 0.0 0.4 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.6 1.4 0.2
0.06 4 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.4 0.6 0.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.0 SILT
Totals 99.8 99.8 99.7 99.7 99.7 99.5 99.2 99.6 100.0 99.6 99.8 99.8 99.6 99.6 99.7 99.7
CaCO3% 1.0 2.7 3.1 3.1 3.2 12.0 5.1 16.4 15.7 20.8 4.5 4.4 15.1 8.2 4.8 8.0
TB‐47 GRAIN SIZE ANALYSIS (INCREMENTAL RETAINED %)
PEBBLES
GRAVEL
SAND
Pan
Millimeters PHI Size Dune Crest Dune Toe Mid Berm MHW Foreshore Mid Tide 0' NAVD MLW Trough Bar Crest ‐6' NAVD ‐8' NAVD ‐12' NAVD 16' NAVD ‐20' NAVD Average
>75.00 ‐6.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 COBBLES
19.05 ‐4.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
9.53 ‐3.25 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.3 4.4 0.0 0.0 1.0 0.0 0.0 0.0 0.4
4.75 ‐2.25 0.0 0.2 0.0 0.0 0.0 0.0 1.0 0.4 0.1 0.1 0.0 0.3 0.3 0.4 0.0 0.2
4.00 ‐2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0
2.80 ‐1.5 0.0 0.1 0.0 0.0 0.0 0.0 0.5 0.8 0.1 0.2 0.1 0.4 0.3 0.4 0.3 0.2
2 ‐1 0.0 0.1 0.0 0.0 0.0 0.0 0.4 1.2 0.1 0.4 0.2 1.0 1.2 0.5 0.7 0.4
1.4 ‐0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.6 2.2 0.4 0.7 0.4 1.8 2.7 0.7 1.2 0.7
1 0 0.0 0.1 0.1 0.1 0.0 0.0 0.9 3.0 0.7 1.6 0.5 2.1 3.2 0.5 0.7 0.9
0.71 0.5 0.1 0.3 0.5 0.1 0.0 0.2 1.9 6.0 1.9 4.7 0.6 4.5 4.8 0.6 0.7 1.8
0.5 1 0.1 1.7 4.6 0.4 0.3 0.8 4.3 15.6 4.0 15.3 0.9 6.8 6.8 0.9 0.6 4.2
0.36 1.5 0.2 8.7 18.4 8.6 3.3 6.3 9.3 25.0 11.1 26.1 2.6 11.4 8.6 1.9 1.4 9.5
0.25 2 6.2 29.5 34.4 41.8 19.8 26.7 14.6 21.6 23.3 32.0 39.5 14.4 11.1 5.0 4.7 21.6
0.21 2.25 16.6 26.4 18.1 24.5 24.1 25.3 19.5 9.0 22.0 15.5 34.6 12.9 11.5 9.1 7.7 18.4
0.18 2.5 34.2 22.5 16.0 16.0 31.3 25.1 32.3 10.0 18.6 3.0 14.4 17.5 20.4 28.3 22.5 20.8
0.15 2.75 27.2 7.1 6.8 6.9 16.7 12.7 11.8 4.0 9.9 0.0 4.9 16.6 18.9 35.3 30.4 13.9
0.13 3 8.7 1.2 0.8 0.9 2.7 1.8 1.8 0.6 2.2 0.0 0.9 5.1 6.1 9.8 12.5 3.7
0.09 3.5 6.3 0.8 0.4 0.7 1.6 0.9 0.8 0.0 1.0 0.0 0.3 3.7 3.5 5.5 14.0 2.6
0.08 3.75 0.4 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.1 0.4 0.6 1.5 0.2
0.06 4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 0.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.0 SILT
Totals 99.8 99.6 99.9 99.8 99.7 99.8 99.8 99.7 99.8 99.7 99.7 99.8 99.8 100.0 100.0 99.8
CaCO3% 1.7 4.0 6.0 1.7 3.2 3.7 6.3 18.7 8.1 14.6 4.2 13.1 16.8 4.6 4.4 7.4
TB‐52 GRAIN SIZE ANALYSIS
PEBBLES
GRAVEL
SAND
Pan
Millimeters PHI Size Dune Crest Dune Toe Mid Berm MHW Foreshore Mid Tide 0' NAVD MLW Trough Bar Crest ‐6' NAVD ‐8' NAVD ‐12' NAVD 16' NAVD ‐20' NAVD Average
>75.00 ‐6.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 COBBLES
19.05 ‐4.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
9.53 ‐3.25 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 1.4 0.0 1.9 0.0 0.0 0.0 0.2
4.75 ‐2.25 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.2 0.5 0.1 0.0 0.7 0.0 0.5 0.2 0.2
4.00 ‐2 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.6 0.3 0.0 0.4 0.0 0.1 0.3 0.1
2.80 ‐1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.7 0.2 0.2 0.8 0.2 0.3 0.5 0.2
2 ‐1 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.1 1.7 0.5 0.4 2.0 0.6 0.7 0.4 0.5
1.4 ‐0.5 0.0 0.0 0.0 0.0 0.0 0.1 0.7 0.3 2.8 1.3 1.2 2.9 0.9 1.1 0.6 0.8
100.0 0.0 0.1 0.0 0.0 0.2 1.3 0.3 5.3 2.7 1.1 4.0 1.0 1.0 0.4 1.1
0.71 0.5 0.0 0.1 0.1 0.2 0.0 0.4 3.0 1.3 10.8 6.8 3.4 6.9 1.3 1.3 0.4 2.4
0.5 1 0.2 2.4 1.0 1.5 0.1 0.9 6.4 3.7 17.1 13.0 5.0 10.4 1.6 1.9 0.4 4.4
0.36 1.5 0.3 15.8 9.4 12.9 2.4 4.5 13.0 17.5 17.8 15.2 10.6 12.1 3.5 2.9 0.9 9.3
0.25 2 2.6 44.0 34.0 33.7 24.0 27.5 18.0 39.1 15.8 17.4 23.6 12.2 10.4 5.8 2.4 20.7
0.21 2.25 12.0 19.0 24.2 22.1 30.6 32.0 27.8 26.0 10.0 11.8 18.4 10.0 15.8 11.9 4.6 18.4
0.18 2.5 60.1 12.5 22.0 18.1 33.4 21.6 23.4 8.0 11.5 15.0 19.9 16.2 27.0 29.6 12.6 22.1
0.15 2.75 17.7 4.7 7.7 9.1 8.0 9.8 3.9 2.5 4.3 10.2 13.2 14.1 22.8 27.2 29.6 12.3
0.13 3 4.0 0.7 0.9 1.6 1.0 2.1 0.4 0.4 0.7 2.4 1.9 3.7 8.0 8.6 14.5 3.4
0.09 3.5 2.6 0.4 0.6 0.6 0.5 0.8 0.0 0.2 0.2 1.3 0.8 1.6 6.3 5.7 24.7 3.1
0.08 3.75 0.2 0.1 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.8 3.5 0.3
0.06 4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 2.0 0.2
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.2 1.4 0.1 SILT
Totals 99.8 99.8 99.9 99.8 99.9 99.8 99.8 99.7 99.6 99.7 99.6 99.8 100.0 99.9 99.3 99.8
CaCO3% 1.7 4.5 5.1 4.9 2.3 4.2 11.8 8.0 25.0 16.1 7.1 25.0 3.9 7.4 6.8 8.9
TB‐57 GRAIN SIZE ANALYSIS (INCREMENTAL RETAINED %)
PEBBLES
GRAVEL
SAND
Pan
Millimeters PHI Size TB‐27 TB‐32 TB‐37 TB‐42 TB‐47 TB‐52 TB‐57 Average
>75.00 ‐6.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 COBBLES
19.05 ‐4.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
9.53 ‐3.25 0.2 0.0 0.1 0.2 0.2 0.4 0.2 0.2
4.75 ‐2.25 0.1 0.1 0.1 0.0 0.1 0.2 0.2 0.1
4.00 ‐2 0.1 0.1 0.1 0.0 0.1 0.0 0.1 0.1
2.80 ‐1.5 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1
2 ‐1 0.2 0.3 0.2 0.1 0.3 0.4 0.5 0.3
1.4 ‐0.5 0.5 0.6 0.5 0.3 0.7 0.7 0.8 0.6
100.8 0.8 0.7 0.4 1.0 0.9 1.1 0.8
0.71 0.5 1.5 1.5 1.2 0.9 2.1 1.8 2.4 1.6
0.5 1 2.7 2.8 2.0 1.9 3.6 4.2 4.4 3.1
0.36 1.5 7.4 8.2 6.3 5.4 6.9 9.5 9.3 7.6
0.25 2 23.6 26.7 26.0 17.7 22.2 21.6 20.7 22.6
0.21 2.25 19.0 23.8 24.0 20.6 20.7 18.4 18.4 20.7
0.18 2.5 22.3 20.7 24.3 27.5 21.6 20.8 22.1 22.8
0.15 2.75 15.3 10.3 10.0 17.0 12.9 13.9 12.3 13.1
0.13 3 3.7 2.4 2.3 4.3 3.8 3.7 3.4 3.4
0.09 3.5 2.1 1.4 1.7 3.2 3.0 2.6 3.1 2.5
0.08 3.75 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.2
0.06 4 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.1
0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.0 SILT
Totals 100.0 99.9 99.8 99.9 99.7 99.8 99.8 99.8
CaCO3% 6.9 4.4 5.7 5.2 8.0 7.4 8.9 6.6
PEBBLES
GRAVEL
SAND
Pan
SURF CITY GRAIN SIZE ANALYSIS (INCREMENTAL RETAINED %)
2017 Vibracore Location
N
e
w

T
o
p
s
a
i
l

I
n
l
e
t
N
e
w
T
o
p
s
a
i
l
Topsail Cree
k
T
o
p
s
a
i
l

C
r
e
e
k
Ban
k
s
Connec
t
o
r
Channel
Cu
t

T
h
r
o
u
g
h
Banks Channel
Banks S
i
d
e

C
h
a
n
n
e
l

1
Ma
t
c
h

L
i
n
e
Sh
e
e
t

2
20
1
7
-
V
C
-
T
B
-
3
3
20
1
7
-
V
C
-
T
B
-
3
2
2017-VC-TB-31
2017-VC-TB-30
2017-VC
-
T
B
-
5
02017-VC
-
T
B
-
4
9
2017-VC-TB-29
Ch
a
n
n
e
l
SHEET: 1 OF 3
387-B N. Green Meadows Drive
Wilmington, NC 28405
Vertical Datum
MHW
Conversion Graphic Scale
TI Coastal Services, Inc.
910.821.1358
SCALE: 1" = 1,000'
NAVD88
1.20'
0'250'500'1,000'
Scale: 1" = 1,000'
DWG NAME: Surf City Vibracore Spider Map.dwg
SURVEY DATE: 6/2017, 3/2018 & 7/2019
Surf City Nourishment Project
Proposed Channel Design
Surf City
Pender & Onslow County, North Carolina
Vibracore Sampling Locations and Spider Map DWG DATE: August 29, 2019MLW
2.54'
Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet
2. Vertical Datum: NAVD88
3. Channel layout is preliminary, pending approval by State and Federal Permitting
Agencies.
4. Vibracores collected by Athena Technologies between June 5 and June 14, 2017 (Topsail) and on
March 29, 2018 and July 11-12, 2019 (Surf City).
5. Positions provided by Athena Technologies and determined by DGPS, tide corrections provided by
TI Coastal Services via RTK GPS.
6. Aerial photography performed by TerraLina Mapping Consultants, Inc. on June 17, 2019
and represent conditions at that time.
Vibracore Volume
Representative Polygon
Banks Side Chann
e
l

2
Banks Channel
Banks C
h
a
n
n
e
l
Ma
t
c
h

L
i
n
e
Sh
e
e
t

1
20
1
7
-
V
C
-
T
B
-
5
7
20
1
7
-
V
C
-
T
B
-
5
8
20
1
7
-
V
C
-
T
B
-
4
0
2017-VC-TB-38
2017-VC-TB-39
2017-VC-TB-37
20
1
7
-
V
C
-
T
B
-
5
6
2017-VC-TB-41
2017-VC-TB-42
2017-VC-TB-43
2017-VC-TB-44
2017-VC-TB-45
2017-VC-TB-46
2017-VC-TB-47
2017-VC-TB-48
201
7
-
V
C
-
T
B
-
3
6
20
1
7
-
V
C
-
T
B
-
5
5
2017-VC-TB-35
20
1
7
-
V
C
-
T
B
-
5
4
20
1
7
-
V
C
-
T
B
-
5
3
20
1
7
-
V
C
-
T
B
-
3
4
20
1
7
-
V
C
-
T
B
-
3
3
20
1
7
-
V
C
-
T
B
-
3
2
2017-VC-TB-31
2017-VC-TB-30
BANKS CHA
N
N
E
L
HA
R
V
E
Y
S

C
U
T
TOPSAIL BE
A
C
H
2018-VC-SC-01
2018-VC-SC-02
Ma
t
c
h

L
i
n
e
Sh
e
e
t

3
SHEET: 2 OF 3
387-B N. Green Meadows Drive
Wilmington, NC 28405
Vertical Datum
MHW
Conversion Graphic Scale
TI Coastal Services, Inc.
910.821.1358
SCALE: 1" = 1,000'
NAVD88
1.20'
0'250'500'1,000'
Scale: 1" = 1,000'Proposed Channel Design
Vibracore Sampling Locations and Spider MapMLW
2.54'
Surf City Nourishment Project
Surf City
Pender & Onslow County, North Carolina
DWG NAME: Surf City Vibracore Spider Map.dwg
SURVEY DATE: 6/2017, 3/2018 & 7/2019DWG DATE: August 29, 2019
Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet
2. Vertical Datum: NAVD88
3. Channel layout is preliminary, pending approval by State and Federal Permitting
Agencies.
4. Vibracores collected by Athena Technologies between June 5 and June 14, 2017 (Topsail) and on
March 29, 2018 and July 11-12, 2019 (Surf City).
5. Positions provided by Athena Technologies and determined by DGPS, tide corrections provided by
TI Coastal Services via RTK GPS.
6. Aerial photography performed by TerraLina Mapping Consultants, Inc. on June 17, 2019
and represent conditions at that time.
1
6
5
+
0
0
1
7
0
+
0
0
1
7
5
+
0
0
1
8
0
+
0
0
18
5
+
0
0
19
0
+
0
0
19
5
+
0
0
20
0
+
0
0
21
0
+
0
0
21
5
+
0
0
22
0
+
0
0
22
5
+
0
0
23
0
+
0
0
23
5
+
0
0
24
0
+
0
0
24
5
+
0
0
25
0
+
0
0
25
5
+
0
0
26
0
+
0
0
26
5
+
0
0
27
0
+
0
0
27
5
+
0
0
28
0
+
0
0
28
5
+
0
0
29
0
+
0
0
29
5
+
0
0
300+00
305+00
310+00
31
5
+
0
0
32
0
+
0
0
32
5
+
0
0
BANKS CHA
N
N
E
L
ATLANTIC I
N
T
R
A
C
O
A
S
T
A
L

W
A
T
E
R
W
A
Y
HA
R
V
E
Y
S

C
U
T
SURF CITY
TOPSAIL BE
A
C
H
20
5
+
0
0
2018 Vibracore Location
2019 Vibracore Location
2017-VC-TB-43
2017-VC-TB-44
2017-VC-TB-45
2017-VC-TB-46
2017-VC-TB-47
2017-VC-TB-48
2018-VC-SC-01
2018-VC-SC-02
2018-VC-SC-03
2018-VC-SC-04
2019-VC-SC-01
SHEET: 3 OF 3
387-B N. Green Meadows Drive
Wilmington, NC 28405
Vertical Datum
MHW
Conversion Graphic Scale
TI Coastal Services, Inc.
910.821.1358
SCALE: 1" = 1,000'
NAVD88
1.20'
0'250'500'1,000'
Scale: 1" = 1,000'Proposed Channel Design
Vibracore Sampling Locations and Spider MapMLW
2.54'
Surf City Nourishment Project
Surf City
Pender & Onslow County, North Carolina
DWG NAME: Surf City Vibracore Spider Map.dwg
SURVEY DATE: 6/2017, 3/2018 & 7/2019DWG DATE: August 29, 2019
Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet
2. Vertical Datum: NAVD88
3. Channel layout is preliminary, pending approval by State and Federal Permitting
Agencies.
4. Vibracores collected by Athena Technologies between June 5 and June 14, 2017 (Topsail) and on
March 29, 2018 and July 11-12, 2019 (Surf City).
5. Positions provided by Athena Technologies and determined by DGPS, tide corrections provided by
TI Coastal Services via RTK GPS.
6. Aerial photography performed by TerraLina Mapping Consultants, Inc. on June 17, 2019
and represent conditions at that time.
Millimeters PHI Size 2017‐VC‐TB‐28 2017‐VC‐TB‐29 2017‐VC‐TB‐30 2017‐VC‐TB‐31 2017‐VC‐TB‐32 2017‐VC‐TB‐33 2017‐VC‐TB‐34 2017‐VC‐TB‐35 2017‐VC‐TB‐36 2017‐VC‐TB‐37 2017‐VC‐TB‐38 2017‐VC‐TB‐39 2017‐VC‐TB‐40 2017‐VC‐TB‐41 2017‐VC‐TB‐42 2017‐VC‐TB‐43 2017‐VC‐TB‐44
>75.00 ‐6.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 COBBLES
19.05 ‐4.25 0.0 0.0 0.0 1.0 0.0 0.0 7.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
9.53 ‐3.25 0.8 0.0 0.0 1.9 0.0 3.1 8.1 0.6 2.5 0.0 0.0 0.0 3.8 0.0 0.0 0.0 0.2
4.75 ‐2.25 2.5 0.2 0.3 1.5 0.3 1.5 5.1 0.9 3.0 0.7 0.0 1.0 3.3 0.0 0.2 0.0 0.3
4.00 ‐2 1.0 0.1 0.1 0.7 0.0 0.6 1.5 0.4 1.1 0.2 0.0 0.2 1.2 0.1 0.2 0.0 0.0
2.80 ‐1.5 2.9 0.4 0.6 1.4 0.6 1.3 2.8 1.3 2.3 0.5 0.1 0.9 2.8 0.2 0.1 0.2 0.2
2.00 ‐1 4.9 0.5 0.9 2.7 1.0 2.2 6.4 2.6 3.7 0.8 0.6 2.3 3.4 0.7 0.2 0.2 0.7
1.40 ‐0.5 7.7 0.8 1.7 4.4 1.8 3.8 11.3 4.8 4.8 1.0 1.0 5.9 3.7 1.5 0.5 0.5 1.5
1.00 0 9.8 1.0 2.3 5.1 2.2 4.9 6.0 5.1 4.9 0.8 1.3 7.3 3.5 2.5 0.7 0.7 2.0
0.71 0.5 11.8 1.6 5.2 7.8 3.4 7.2 9.2 7.0 6.1 1.7 2.1 9.6 4.9 4.0 1.8 1.2 3.7
0.50 1 12.0 3.6 9.5 9.3 5.0 10.0 13.2 7.8 8.2 3.1 3.0 6.1 7.9 7.6 3.1 2.0 5.2
0.36 1.5 9.7 6.9 23.6 15.0 10.6 16.4 12.5 12.1 16.9 11.1 4.8 3.9 14.4 18.7 7.6 5.7 10.5
0.25 2 8.5 11.7 29.3 11.2 24.2 19.0 5.1 16.3 18.1 37.3 8.7 3.8 19.2 19.1 16.2 23.4 16.3
0.21 2.25 5.4 10.2 13.0 2.6 13.7 7.8 4.3 11.7 9.4 21.1 9.4 7.6 9.1 8.6 14.2 34.6 12.4
0.18 2.5 10.1 25.6 7.5 2.8 15.5 12.1 2.4 13.2 10.3 12.7 31.0 27.0 11.6 15.2 27.0 21.8 19.2
0.15 2.75 9.5 25.3 4.7 12.9 14.7 8.2 3.0 12.2 6.6 7.4 29.6 18.9 8.5 15.9 22.2 8.3 20.3
0.13 3 2.3 7.1 0.7 8.8 4.5 1.4 1.0 2.4 1.3 1.1 5.9 4.0 1.6 3.9 4.2 1.1 4.3
0.09 3.5 0.9 4.6 0.3 9.3 2.3 0.5 0.5 1.2 0.6 0.5 2.3 1.4 0.7 1.8 1.4 0.2 2.7
0.08 3.75 0.0 0.1 0.0 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.0 0.1
0.06 4 0.0 0.1 0.0 0.3 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Pan 0.1 0.2 0.0 0.7 0.1 0.1 0.1 0.2 0.1 0.0 0.0 0.0 0.2 0.1 0.1 0.0 0.3 SILT
Totals 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
CaCO3 33.7 9.4 24.3 20.8 16.0 24.4 35.6 25.1 25.2 9.7 10.7 20.8 26.0 12.5 8.0 6.7 10.5
Volume 23,766 73,081 22,817 34,911 44,547 33,909 15,539 33,149 36,961 32,498 66,710 40,963 40,882 32,080 44,156 42,990 41,234
Millimeters Phi Size 2017‐VC‐TB‐45 2017‐VC‐TB‐46 2017‐VC‐TB‐47 2017‐VC‐TB‐48 2017‐VC‐TB‐49 2017‐VC‐TB‐50 2017‐VC‐TB‐53 2017‐VC‐TB‐54 2017‐VC‐TB‐57 2017‐VC‐TB‐58 2018‐VC‐SC‐01 2018‐VC‐SC‐02 2018‐VC‐SC‐03 2018‐VC‐SC‐04 2019‐VC‐SC‐01 ST Wooten Totals 
>75.00 ‐6.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 COBBLES
19.05 ‐4.25 4.2 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.3 0.0 1.1 0 0.2
9.53 ‐3.25 2.6 0.0 0.6 0.2 0.0 0.0 5.0 0.0 0.2 0.7 1.0 1.5 1.9 0.4 0.3 0.1 0.6
4.75 ‐2.25 3.6 0.1 0.7 0.7 0.5 0.3 6.2 0.1 2.0 1.5 1.6 2.1 2.2 0.6 0.8 0 0.7
4.00 ‐2 1.1 0.0 0.1 0.5 0.2 0.0 2.4 0.0 0.6 0.9 0.4 0.9 0.8 0.4 0.3 0 0.3
2.80 ‐1.5 3.0 0.1 0.2 0.8 0.8 0.1 4.2 0.3 1.5 2.3 0.6 1.6 1.4 0.6 0.5 0.3 0.7
2.00 ‐1 3.7 0.1 0.4 1.2 1.6 0.3 4.7 0.6 2.1 3.3 0.8 2.3 1.8 0.8 1.1 0 1.0
1.40 ‐0.5 4.6 0.4 0.6 1.9 2.9 0.5 4.5 1.5 3.4 4.8 1.1 3.3 2.5 0.9 1.8 3 2.7
1.00 0 4.8 0.5 0.9 2.2 3.8 1.0 3.7 2.6 3.9 4.1 1.3 3.8 2.8 0.8 2.4 0 1.7
0.71 0.5 5.3 0.8 1.6 3.5 5.1 2.0 5.4 4.5 6.5 4.7 2.5 5.7 4.3 1.4 3.9 14.3 8.3
0.50 1 5.3 1.0 2.2 6.2 6.6 3.7 9.2 6.8 8.9 6.6 4.0 8.4 7.4 2.4 6.3 0 3.4
0.36 1.5 6.8 2.5 5.8 17.0 11.6 5.9 17.8 11.3 16.7 6.9 11.3 17.4 14.1 5.9 10.4 44.8 24.7
0.25 2 9.7 13.0 12.5 33.5 27.1 16.4 19.0 22.1 23.2 13.5 25.9 24.9 17.8 13.3 17.8 0 10.1
0.21 2.25 4.4 26.7 5.2 16.2 17.3 23.9 6.9 22.7 12.9 19.7 17.7 10.0 10.3 13.1 12.6 0 7.1
0.18 2.5 5.5 31.3 5.1 11.5 12.1 24.2 5.8 17.8 8.0 21.7 17.5 9.4 10.7 27.6 17.0 31.6 22.6
0.15 2.75 14.9 18.6 32.1 7.6 7.7 15.9 3.4 7.3 7.3 7.2 11.4 6.7 12.4 23.4 15.3 0 9.0
0.13 3 9.7 3.3 18.9 1.4 1.7 4.1 0.7 1.5 1.9 1.6 2.1 1.3 5.6 5.3 5.8 0 2.7
0.09 3.5 9.8 1.3 11.6 0.5 1.0 1.4 0.4 0.7 0.9 0.5 0.8 0.6 3.4 2.8 2.1 4.1 3.3
0.08 3.75 0.6 0.0 0.9 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0 0.1
0.06 4 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.8 0.8
0.1 0.0 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.3 0.1 0.2 0 0.1 SILT
Totals 100.0 100.0 100.0 104.9 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0
CaCO3 27.8 5.4 11.9 18.4 7.5 9.7 34.5 18.8 23.0 16.0 15.3 26.0 20.7 10.3 14.8 N/A 10.1
Volume 48,305 34,948 50,113 7,359 15,420 422 12,783 1,032 3,017 17,072 54,367 61,805 57,465 30,446 27,851 758,671 1,841,270
ALL BANKS CHANNEL GRAIN SIZE ANALYSIS (Station 35+00 to 245+00)
ALL BANKS CHANNEL GRAIN SIZE ANALYSIS (Station 35+00 to 245+00)
Pan
PEBBLES 
GRAVEL
SAND
PEBBLES 
GRAVEL
SAND
**All numbers represent percent of total core incrementally retained on the sieve. Calcium carbonate is a percentage. Volume is cubic yardage each core represents.**
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
Sand
Coarse Fine Coarse Medium Fine
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
#230 - 0.70 -1.99 9 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Pe
r
c
e
n
t

C
o
a
r
s
e
r

B
y

W
e
i
g
h
t
10
20
30
40
50
60
70
80
90
100
0
SW 1.92
Sample Sample Information
Gravel
Silt and Clay
1.71 1.18 Surf City Nourishment 2018-2019
10-09-19
JCP
NAD 1983
MLW
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
Banks & ST Wooten #COMPOSITE
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt SortElev. (ft)Symbol
10.10
SI
E
V
E

A
N
A
L
Y
S
I
S

B
A
N
K
S

C
H
A
N
N
E
L

C
O
R
E
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

1
0
/
9
/
1
9
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
3"-6.25 76.11 0.00 0.00 0.00 0.00
0.75"-4.25 19.03 0.20 0.20 0.20 0.20
0.375"-3.25 9.51 0.60 0.60 0.80 0.80
4 -2.25 4.76 0.80 0.80 1.60 1.60
5 -2.00 4.00 0.30 0.30 1.90 1.90
7 -1.50 2.83 0.60 0.60 2.50 2.50
10 -1.00 2.00 1.10 1.10 3.60 3.60
14 -0.50 1.41 1.50 1.50 5.10 5.10
18 0.00 1.00 2.90 2.90 8.00 8.00
25 0.50 0.71 2.50 2.50 10.50 10.50
35 1.00 0.50 9.30 9.30 19.80 19.80
45 1.50 0.35 6.20 6.20 26.00 26.00
60 2.00 0.25 28.50 28.50 54.50 54.50
70 2.25 0.21 7.10 7.10 61.60 61.60
80 2.50 0.18 9.60 9.60 71.20 71.20
100 2.75 0.15 22.00 22.00 93.20 93.20
120 3.00 0.13 2.70 2.70 95.90 95.90
170 3.50 0.09 1.60 1.60 97.50 97.50
200 3.74 0.07 1.80 1.80 99.30 99.30
230 4.00 0.06 0.00 0.00 99.30 99.30
Sorting
1.18
Skewness
-1.99
Kurtosis
9
Sieve Number
SW
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g):Wash Weight (g):Pan Retained (g):Sieve Loss (%):
Coordinate System:
North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
-0.10
Mean Phi
1.71
Phi 5
2.92
Phi 16
2.65
Phi 25
2.54
Phi 50
1.92
Phi 75
1.42
Phi 84
0.80
100.00
Phi 95
-0.53
Mean mm
0.31
Moment
Statistics
Fines (%):
100.00 0.80
Project Name: Surf City Nourishment 2018-2019
Sample Name: Banks & ST Wooten #COMPOSITE
Analysis Date: 10-09-19
Analyzed By: JCP
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#230 - 0.70
Organics (%):Carbonates (%):
10.10
GR
A
N
U
L
A
R
M
E
T
R
I
C

R
E
P
O
R
T

B
A
N
K
S

C
H
A
N
N
E
L

C
O
R
E
S
.
G
P
J

F
L

D
E
P

R
O
S
S
.
G
D
T

1
0
/
9
/
1
9
TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]

CAMA Permit Application 
Appendix A 
Geotechnical Information 

‐Descriptive Core Logs 
‐Core Photographs 
‐Individual Granularmetric Reports 
‐Individual Grain Size Curves 

(Digital Copy Only) 

CAMA Permit Application 
Appendix B 

Current Biological Opinions 

(Digital Copy Only) 

CAMA Permit Application 
Appendix C 

Adjacent Property Owner Notifications 

In accordance with guidelines in applying for a Major Permit Modification through the Coastal Area 
Management Act (CAMA) offices of the North Carolina Department of Environmental Quality (NCDEQ), 
the applicant must notify the adjacent property owners of their application and what the proposed 
project consists of. Utilizing aerial photography and the Pender County Online Tax GIS Database, 
adjacent property owners and their home mailing addresses were established.  
The south end of the proposed Surf City nourishment project truncates at the Surf City/Town of Topsail 
Beach line and the first house to the south of this municipal border was identified as the southern 
adjacent property owner. The same scenario plays out on the northern of the beachfill area as it reaches 
a terminus at the Surf City/North Topsail Beach property boundary. The southernmost property in North 
Topsail Beach was sent a notification of this permit application. 
Project notifications were also sent to the Towns of Topsail Beach and North Topsail Beach as the 
project limits extend beyond the Town of Surf City’s jurisdictional boundaries. The extension beyond 
Surf City’s municipal limit is to ensure that all property owners within Surf City receive the full template 
of beachfill while also constructing a natural, sloping transition from the nourished beach area to the 
existing beach adjacent to town line. 
This notification package includes a full copy of the permit application, but does not include the 
appendices due to document size. As per protocol for this notification, the notification package was sent 
via certified mail with return receipt and instructed to send any objections or concerns in writing to Mr. 
Jason Dail with NCDEQ. Locations of the property owners dwellings, letters to the homeowners and 
receipts of the certified mail packages can be found below. 

South End Adjacent Homeowners 

North End Adjacent Homeowner 
TI Coastal Services, Inc.
P.O. Box 11056
Wilmington, NC 28404
910.821.1358 office
[e-mail]
August 28, 2019 
James C. Gardner
PO Box 119
Arnolds Park, IA 51331

Dear Mr. Gardner,
The Town of Surf City has applied for a Major Permit to conduct a beachfill and dredging project. This
project is intended to provide the Town with a beach nourishment project as an alternative to Federal 50
year Coastal Storm Damage Reduction Project which is currently authorized but not appropriated through
Congress. The sunset for the Federal project is 2021 and in anticipation of funding not becoming
available, the Town is electing to move forward with a privatized version. The local project, proposed by
the Town of Surf City, would provide oceanfront shoreline protection while also working to improve
navigation through the channel system surrounding Topsail Island. This permit application seeks to repair
dune scarping after a dune rehabilitation truck haul project is completed as well as provide an
approximately 80 foot wide dry sand beach in front of the new primary dune system.
A full copy of the permit application is enclosed with this letter for your review. As part of the permit
application process, Surf City is required to notify neighboring property owners of their application. Any
objections or concerns regarding the proposed project should be directed in writing, within the next 30
days, to:
North Carolina Department of Environmental Quality
ATTN: Jason Dail
127 Cardinal Drive Ext.
Wilmington, N.C. 28405-3845

Sincerely,

Jamie Pratt

TI Coastal Services, Inc.
P.O. Box 11056
Wilmington, NC 28404
910.821.1358 office
[e-mail]
August 28, 2019 
Paul S. and Anne F. Scott
3305 Marblehead Ln
Raleigh, NC 27612

Dear Mr. and Mrs. Scott,
The Town of Surf City has applied for a Major Permit to conduct a beachfill and dredging project. This
project is intended to provide the Town with a beach nourishment project as an alternative to Federal 50
year Coastal Storm Damage Reduction Project which is currently authorized but not appropriated through
Congress. The sunset for the Federal project is 2021 and in anticipation of funding not becoming
available, the Town is electing to move forward with a privatized version. The local project, proposed by
the Town of Surf City, would provide oceanfront shoreline protection while also working to improve
navigation through the channel system surrounding Topsail Island. This permit application seeks to repair
dune scarping after a dune rehabilitation truck haul project is completed as well as provide an
approximately 80 foot wide dry sand beach in front of the new primary dune system.
A full copy of the permit application is enclosed with this letter for your review. As part of the permit
application process, Surf City is required to notify neighboring property owners of their application. Any
objections or concerns regarding the proposed project should be directed in writing, within the next 30
days, to:
North Carolina Department of Environmental Quality
ATTN: Jason Dail
127 Cardinal Drive Ext.
Wilmington, N.C. 28405-3845

Sincerely,

Jamie Pratt

TI Coastal Services, Inc.
P.O. Box 11056
Wilmington, NC 28404
910.821.1358 office
[e-mail]
August 28, 2019 
Bryan Chadwick
Town Manager, Town of North Topsail Beach
2008 Loggerhead Court
North Topsail Beach, NC 28460

Dear Mr. Chadwick,
The Town of Surf City has applied for a Major Permit to conduct a beachfill and dredging project. This
project is intended to provide the Town with a beach nourishment project as an alternative to Federal 50
year Coastal Storm Damage Reduction Project which is currently authorized but not appropriated through
Congress. The sunset for the Federal project is 2021 and in anticipation of funding not becoming
available, the Town is electing to move forward with a privatized version. The local project, proposed by
the Town of Surf City, would provide oceanfront shoreline protection while also working to improve
navigation through the channel system surrounding Topsail Island. This permit application seeks to repair
dune scarping after a dune rehabilitation truck haul project is completed as well as provide an
approximately 80 foot wide dry sand beach in front of the new primary dune system.
A full copy of the permit application is enclosed with this letter for your review. As part of the permit
application process, Surf City is required to notify neighboring property owners of their application. Any
objections or concerns regarding the proposed project should be directed in writing, within the next 30
days, to:
North Carolina Department of Environmental Quality
ATTN: Jason Dail
127 Cardinal Drive Ext.
Wilmington, N.C. 28405-3845

Sincerely,
Jamie Pratt

TI Coastal Services, Inc.
P.O. Box 11056
Wilmington, NC 28404
910.821.1358 office
[e-mail]
August 28, 2019 
Mike Rose
Town Manager, Town of Topsail Beach
820 S. Anderson Blvd
Topsail Beach, NC 28445

Dear Mr. Rose,
The Town of Surf City has applied for a Major Permit to conduct a beachfill and dredging project. This
project is intended to provide the Town with a beach nourishment project as an alternative to Federal 50
year Coastal Storm Damage Reduction Project which is currently authorized but not appropriated through
Congress. The sunset for the Federal project is 2021 and in anticipation of funding not becoming
available, the Town is electing to move forward with a privatized version. The local project, proposed by
the Town of Surf City, would provide oceanfront shoreline protection while also working to improve
navigation through the channel system surrounding Topsail Island. This permit application seeks to repair
dune scarping after a dune rehabilitation truck haul project is completed as well as provide an
approximately 80 foot wide dry sand beach in front of the new primary dune system.
A full copy of the permit application is enclosed with this letter for your review. As part of the permit
application process, Surf City is required to notify neighboring property owners of their application. Any
objections or concerns regarding the proposed project should be directed in writing, within the next 30
days, to:
North Carolina Department of Environmental Quality
ATTN: Jason Dail
127 Cardinal Drive Ext.
Wilmington, N.C. 28405-3845

Sincerely,
Jamie Pratt