20081615 Ver 3_More Info Received_20120126

January 24 2012
MEMORANDUM
TO Cyndi Karoly Supervisor
401 Oversight & Express Permits Unit
Division of Water Quality Surface Water Protection
Ds- upits 0.3
P-. � &--a
Dee Freeman
Secretary
FROM Doug Huggett NC DENR DCM Mayor Permits Coordinator
400 Commerce Ave Morehead City NC 28557 (Courier 11- 12 -09)
SUBJECT CAMA/Dredge & Fill Mayor Permit Application Review
Applicant Town of Topsail Beach /Nourishment Project (MM #22 09)
Project Location Northern half of the beachfront area of the Town of Topsail Beach
and a 97001f section of New Topsail Inlet Topsail Creek & Banks
Channel in and adjacent to the Atlantic Ocean in Topsail Beach
NC Pender Co
Proposed Project Applicant proposes to perform maintenance dredging within New
Topsail Inlet Topsail Creek and Banks Channel and utilize the
spoil material for beach nourishment along the ocean front
shoreline of Topsail Beach
Please indicate below your agency s position or viewpoint on the proposed project and
return this form by February 3, 2012 If you have any questions regarding the proposed
project contact Jason Dail (910)796 -7221, when appropriate in depth comments with
supporting data is requested
REPLY This agency has no objection to the project as proposed
This agency has no comment on the proposed project
This agency approves of the project only if the recommended changes
are incorporated See attached
This agency objects to the project for reasons described in the attached
comments
SIGNED DATE D
]AN 262012
400 Commerce Ave Morehead City NC 28557 3421 DENR WATER
Phone [phone] \ FAX [phone] Internet www nccoastal management net QilALR1'
An Equal Opportunity Affirmative Action Employer Ti i[" l
AahlrallY

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME Town of Topsail Beach
2 LOCATION OF PROJECT SITE The project site includes the northern half of the beachfront area of the Town
of Topsail Beach and a 9 700 linear foot section of New Topsail Inlet Topsail Creek and Banks Channel in and
adjacent to the Atlantic Ocean in Topsail Beach Pender County
Photo Index — 2006 25 (6585 6589) Oceanfront & 25 6590 Inlet 2000 25 (323 327) Oceanfront & 25
322 Inlet 1995 25 (3 05 310) Oceanfront & 25 304 Inlet
State Plane Coordinates — GPS File P 093010A
X 2407901 Y 220652
Lat 34 °20 55 07441 N Long 77 °38 55 14895 W
3 INVESTIGATION TYPE CAMA / D &F
4 INVESTIGATIVE PROCEDURE Dates of Site Visit — 10/15/2011
Was Applicant Present — No
5 PROCESSING PROCEDURE Application Received — Completed on 1/23/2012
Office — Wilmington
6 SITE DESCRIPTION
(A) Local Land Use Plan — Town of Topsail Beach
Classification From LUP No Classification/Developed
(B) AEC(s) Involved EW PT ES OH IH
(C) Water Dependent Yes
(D) Intended Use Public
(E) Wastewater Treatment Existing — Not applicable (N /A)
Planned None
(F) Type of Structures Existing — Commercial and Residential
Planned — No structures planned
(G) Estimated Annual Rate of Erosion 2 /year Source — 1998 LTAASCR Update
7 HABITAT DESCRIPTION [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non Vegetated Wetlands
+/ 1,294,000 sq ft
+/ 2,918,520 sq
(Open water)
(29 acres or 153,450
ft ( +/ 67 acres)
yds3)
(wet sand beach
spoil deposition)
(C) Other (Highground)
434,440 sq ft
654,500 sq ft
(9 97 acres
(DA 203) (reserved
(Dry beach spoil
for disposal of
deposition)
unsuitable material)
(D) Total Area Disturbed 5 301 460 ft' (121 ac ) with 32 500 sq ft (0 74 ac ) reserved for unsuitable fill
(E) Primary Nursery Area No
(F) Water Classification SA Open No
8 PROJECT SUMMARY The applicant proposes to perform maintenance dredging within New Topsail Inlet
Topsail Creek and Banks Channel and utilize the spoil material for beach nourishment along the ocean front
shoreline of Topsail Beach

Town of Topsail Beach
Page Two
9 PROJECT DESCRIPTION
The protect site includes a section of Banks Channel New Topsail Inlet and Topsail Creek and the northern half
of the oceanfront shoreline of Topsail Beach The disposal area for the project would begin approximately 1 500
feet north of the Jolly Roger Pier (Haywood Avenue) and extend to an area approximately 2 100 feet south of
the Topsail Beach/Surf City Town line immediately adjacent to the Atlantic Ocean, in Topsail Beach Pender
County To get to the site from Wilmington take US HWY 17 N to NC Hwy 210 (which is located at the
Lowe s Home Improvement on US HWY 17) Turn right onto NC Hwy 210 and continue across the Surf City
Swing Bridge to the stoplight Take a right at the stoplight onto NC Hwy 50 and continue until you reach the
Topsail Beach/Surf City Town line The protect site encompasses approximately 2 1 miles of oceanfront beach
beginning at a location in close proximity to the Surf City /Topsail Beach Town line and terminating near
Haywood Avenue The Topsail Inlet channel alignment project (from where the sand is being removed) is
located along the southern and western sides of Topsail Beach New Topsail Inlet (also referred to as Topsail
Inlet) is located at the southern tip of Topsail Island Current elevation of the project area ranges from
approximately —15 NAVD to approximately 23 NAVD relative to the Normal Water Level (NWL) The
project site is adjacent to commercial and residential properties as well as infrastructure for the Town including
NC Hwy 50 Hutaff Island borders the project to the south the Atlantic Ocean to the east and Banks Channel to
the west The highground portion of the property is vegetated primarily with American Beach Grass
(Ammophda brevthgulata) and Sea Oats (Uniola paniculata)
The long term annual erosion rate for the Town of Topsail Beach is 2 /year per the Division of Coastal
Management s 1998 Annual Erosion Rate maps and the 100 year storm recession is approximately 150 giving
a total Ocean Hazard AEC of 270 as measured from the First Line of Stable Natural Vegetation (FLSNV)
PROJECT HISTORY/BACKGROUND
The Town of Topsail Beach currently has an active CAMA Mayor Permit Permit #22 09 (originally issued on
2/27/2009) which authorized beach nourishment to be carried out one time along the entire reach of Topsail
Beach utilizing spoil material generated from' Borrow Area X which is located along the eastern side of the
ebb shoal delta After the initial project was completed the applicant modified CAMA Mayor Permit #22 09 on
12/1/2010 for another round of beach nourishment Under this modification Borrow Area X was eliminated
as a source site and portions of the AIWW Topsail Creek and Banks Channel were added Permit #22 09 is
scheduled to expire on December 31 2012 Because the applicant currently holds an active CAMA/Dredge and
Fill permit for the proposed activities this request should be considered a mayor modification to the existing
permit (also stated in the application)
Prior to issuance of Permit #22 09 the Town of Topsail Beach performed its beach nourishment under CAMA
Mayor Permit #145 98 Permit #145 98 was originally issued on October 29 1998 and subsequently modified
on 9/27/99 2/21/00 3/20/00 and 9/23/01 The permit was renewed on 2/26/02 and other modifications were
authorized on 5/7/04 12/20/06, 1/13/06 3/17/07 and 12/17/07 It appears the Town has performed beach
bulldozing /re nourishment approximately 13 times since Permit #145 98 was originally issued
Historically, the US Army Corps of Engineers ( USACE) has maintained New Topsail Inlet (also referred to as
Topsail Inlet) as a marked navigation channel providing commercial and recreational access to the Atlantic
Ocean Over the years and with adequate funding the USACE has been able to maintain the federal channel
with their side cast dredge fleet Traditionally they have maintained a depth of 10 0 MLW (8 + 2 overcut)
using the side cast dredge however periodic maintenance has become less frequent due to budget constraints
the shallow depth of the inlet and the amount of material that s held in the inlet system by the side cast

Town of Topsail Beach
Page Three
operations According to the application package the USACE has had to dredge the inlet (via side cast)
approximately four (4) times per year in order to maintain navigability at a tune of 235 000 cubic yards (cy)
per year In the event the Corp is not capable of maintaining the inlet the Town of Topsail Beach would like to
obtain approval to perform the maintenance work and utilize the material for beach nourishment
The Town of Topsail Beach s Land Use Plan does not have the dry sand beach classified however the upland
areas of this project are classified as Developed The waters of the project site are classified as SA by the NC
Division of Water Quality The NC Division of Marine Fisheries has NOT designated this area of Topsail
Sound / Atlantic Ocean as a Primary Nursery Area (PNA) and the waters are CLOSED to the harvesting of
shellfish
PROPOSED PROJECT
The applicant proposes to perform maintenance dredging within New Topsail Inlet Topsail Creek and Banks
Channel and utilize the spoil material for beach nourishment along the ocean front shoreline of Topsail Beach
According to the application package approximately 153 450 cubic yards (cy) of material would be removed
from the system (in Topsail Inlet Topsail Creek and Banks Channel) and placed on the ocean front beach from
Haywood Avenue to the Topsail Beach/Surf City town line (around Catherine Avenue) The dimensions /extent
of the dredge limits (from all three locations) would measure approximately 9 700 (L) x 80 150 (W) to a
depth of approximately 8 0 plus a 2 0 overcut measured at Mean Low Water (MLW) The dredge limits
would include four sections total two within the inlet one in Topsail Creek and one cut in Banks Channel
Essentially the entire extent of the dredging project would occur from the midpoint of the USACE s Range 9
project (Topsail Banks Channel — FID 316) located at 34 °21 26 23'N 77 °38 4105 W to an area landward of
the ebb shoal delta located at approximately 34 °20 24 59'N 77 °39 53 04 W Please refer to Sheet 19 of 28 in
the application package for an approximate location of the channel alignment A cut with side slopes of 3 1
would follow the centerline of the channel or thalweg of the inlet at the time of construction The applicant
states that should the inlet shift or encroach into any wetland areas prior to the time of construction the channel
would be shifted away from the marsh in order to avoid any potential impacts
As proposed beach quality sand removed from New Topsail Inlet would be disposed of on the oceanfront beach
within the town limits of Topsail Beach essentially spanning the entire northern half of Town s oceanfront
shoreline According to the applicant the overall beach berm width would be dependent on the total volume of
material available at the time of construction however the estimated calculations (10 861 in length x 200 in
width) should be sufficient to accept the amount of material being removed As noted the project would mimic
recent nourishment events along Topsail Beach with the exception of the unsuitable fill that was deposited on
the beach during the last project The applicant states that the beach berm elevation would be built to 5 0
NAVD88 with a 25 1 beach face profile Accordingly this profile ratio would create a more natural contour
thereby reducing scarping and allowing higher storm tides to wash up onto the berm rather than eroding the
beach
The application package indicates that the majority of material being removed from New Topsail Inlet would be
compatible with the native beach however unanticipated setbacks and unsuitable materials are always a
concern In the unlikely event that unsuitable (non beach quality) material is encountered the applicant
proposes to scrape the undesired material from the oceanfront and temporarily stage it at the Town owned Bush
Marina located at 912 S Anderson Blvd All unsuitable material withheld during the project would be staged at
the marina until the maintenance is completed At that time the material would be used to repair boat wake
induced erosion at the USACE Disposal Area (DA) 203 outside of the USACE right of way

Town of Topsail Beach
Page Four
Currently the island is in need of repair along the Topsail Creek side and any shell and/or sand not suitable for
the beach would be used to rebuild/reform the dike wall and escarpment A triangular portion of the island is
available pending USACE approval and a small rectangular section within that triangle has been depicted as
needing stabilization The area measures approximately 500 in length x 65 in width or approximately 32 500
sq ft For additional information on the location and size of DA 203, please refer to Figure 1, on Page 19
of the application package
Logistically the project would involve the use of a 24 class hydraulic dredge As proposed the pipeline would
span along the western side of the island along Banks Channel and traverse the island via existing under road
sleeves at Drum Street Smith Street and Queen s Grant The beach disposal would consist only of beach berm
and slope construction with no disturbance to any vegetation within the dune system Theoretically the project
should align with the existing federal dredging project and should remain consistent with the existing Topsail
Beach nourishment work
In order to complete the project the Town would need to acquire property easements from all oceanfront
property owners Currently, the Town is in the process of doing so in anticipation of the thirty year inlet and
sound management plan These easements are under review and the Town is expected to release the easement
package to the residents in the near future In any event the Town is aware that easements will be required prior
to project start up on any private property
The geotechmcal data and sediment characteristic information indicates that an appropriate amount of samples
were collected at adequate intervals Based on the information presented in the application package the
applicant was able to meet the sediment criteria established under current CRC Rules As proposed this project
would consist of no more than 5 94% silt 5 17% gravel and 26% shell (calcium carbonate) Actual calculations
of those materials found in New Topsail Inlet through borings collected during October 2011 are 0 37% fine
(silt) 2 11 % gravel and 117% shell (calcium carbonate) Refer to Table 1 on Page 18 of the application
package for tabular information on grain size analysis These calculations represent 13 separate sections
with one vibracore representing each section
In summary the proposed beach fill project and channel dredging activities would remain within the Town
limits and within the footprint of the previously dredged federal channel As proposed the entire project would
overlap previously impacted areas along the oceanfront as well as previously dredged areas within Topsail
Creek New Topsail Inlet and Banks Channel
10 ANTICIPATED IMPACTS
The proposed maintenance dredging would disturb approximately 1 294 000 ft 2 of previously excavated
shallow bottom area and the proposed beach nourishment activities would result in the disturbance of
approximately 434 440 ft 2 of oceanfront beach above NHW Approximately 2 918 520 ft of shallow bottom
area below NHW would also filled as a result of nourishment activities In addition approximately 32 000 ft 2
of high ground has been reserved for unsuitable material at the USACE DA 203
Submitted by J Dail Date January 23 2012 Office Wilmington

� T�w"c�p1L
TOPSAIL BEACH NOURISHMENT PROJECT
MAJOR MODIFICATION APPLICATION
NCDENR PERMIT #22 -09
JANUARY 1 2, 201 1
Gahagan & Bryant Associates of NC,PLLC.
295 -A North Green Meadows Drive
Wilmington, North Carolina 28405
910.313.3338
(3BA
ENGINEERS '*' SURVEYORS

Topsail Beach Nourishment Project
Major Permit Application
Table of Contents
1.0
Division of Coastal Management Form MP -1 .............................
..............................3
Agent Authorization Form ...........................................................
..............................9
2.0
Division of Coastal Management From MP -2 ............................
.............................10
3.0
Project Narrative ..................................................................
.............................14
3.1 Project Location .............................................................
.............................15
3.2 Project Background ..........................................................
.............................15
3.3 Applicant's Stated Purpose .................................................
.............................16
3.4 Project Description ..........................................................
.............................16
3.5 Disposal Area Location .....................................................
.............................16
3.6 Inlet Channel Sediment Characteristics ..................................
.............................17
3.7 Unsuitable Material Handling .............................................
.............................19
3.8 Dredging Logistics ..........................................................
.............................19
3.9 Property Easements .........................................................
.............................20
3.10 Beach Construction .........................................................
.............................20
4.0
New Topsail Inlet Permit Drawings ........................................
.............................22
5.0
Appendix A ......................................................................
.............................51
Section1 Vibracore Logs .......................................................
.............................52
Section 2 Vibracore Grain Size Distribution ............................... ...............................
83
Section 3 Vibracore Granularmetric Reports .. ...............................
............................127
Section 4 Vibracore Photographs ............... ...............................
............................171

SECTION 1.0
North Carolina Division of Coastal Management
Form MP -1
Agent Authorization Form

ON 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 Topsail Beach
Project Name (if applicable)
New Topsail Inlet Maintenance Dredging
Applicant 1: First Name
Tim
MI
Last Name
Holloman
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
820 S. Anderson Blvd.
PO Box
City
Topsail Beach
State
NC
ZIP
28465
Country
Phone No.
910 - 328 - 5841 ext.
FAX No.
910 - 328 - 1560
Street Address (if different from above)
City
State
ZIP
Email
townmanager @topsailbeach.org
2. Agent(Contractor Information
Business Name
Gahagan & Bryant Associates Of North Carolina,
PLLC
Agent/ Contractor 1: First Name
MI
Last Name
Chris
L
Gibson
Agent/ Contractor 2: First Name
MI
Last Name
Jamie
C
Pratt
Mailing Address
PO Box
City
State
295 -A N. Green Meadows Dr.
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28405
910 - 313 -
3338 ext.
910 - 279 - 4777 ext.
FAX No.
Contractor #
910 313 6822
Street Address (if different from above)
City
State
ZIP
Email
clgibson @gba- inc.com
<Form continues on back>
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Form DCM MP -1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Pender
b. Size of entire tract (sq.ft.)
Subdivision Name
City
State
Zip
Town of Topsail Beach
NC
28465-
Phone No.
Lot No.(s) (if many, attach additional page with list)
910 - 328 - 5841 ext.
I I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear River
Atlantic Ocean, New Topsail Inlet, Topsail Creek, AIWW,
Banks Channel
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Town of Topsail Beach
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
Inlet Channel: 4,700', Topsail Creek: 2,700', Banks
Inlet: 705,189 sq. ft., Topsail Creek: 387,205 sq. ft., Banks
Channel: 2,300'
Channel: 190,980 sq. ft.
Beach: 10,861 ft
Beach: 3,745,102 sq. ft.
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal waterlevel)
(If many lot sizes, please attach additional page with a list)
-1.5 to -23.2 NGVD ❑NHW or ®NWL
e.
Vegetation on tract
Beach contains normal upland beach grasses and sedges.
f.
Man -made features and uses now on tract
Man -made features include dune cross walks, vehicular cross - overs, and sand fencing on the beach and channel markers
within the inlet, Topsail Creek, and Banks Channel. Uses include
recreational activities on the beach and commercial and
recreational boating within the proposed dredge channels.
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Residential and commercial development on Topsail Island. Natural wildlife preserve on Hutaff Island to the south of New
Topsail Inlet.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Residential and Commercial
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No ®NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract?
If yes, attach a copy. ®Yes ❑No ❑NA
If yes, by whom?
USACE as part of a GRR in the
1990's. Documentation has been
requested, but no significant
artifacts were found.
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Form DCM MP -1 (Page 3 of 5)
APPLICATION for
Major Development Permit
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
m. (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Properties within the Town of Topsail Beach are on septic systems.
o. Describe existing drinking water supply source.
Properties within the Town of Topsail Beach are on a city water supply.
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ®Public /Government
® Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
See attached project description.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
See attached project description.
d. List all development activities you propose.
Hydraulic maintenance dredging within shoaled areas of the federal navigation channel of New Topsail Inlet, Topsail Creek,
and Banks Channel. Dredged beach - quality material will be disposed of on the oceanfront shoreline within the jurisdictional
boundaries of the Town of Topsail Beach, increasing recreational beach area and providing storm protection to oceanfront
homes and personal property.
e. Are the proposed activities maintenance of an existing project, new work, or both? maintenance of an existing project
f. What is the approximate total disturbed land area resulting from the proposed project? 115 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Surface runoff.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
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Form DCM MP -1 (Page 4 of 5)
APPLICATION for
Major Development Permit
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name See attached Project Narrative Phone No.
Address
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
NCDENR Permit # 22 -09; Town of Topsail Beach; Issued USACE Action ID SAW- 2006 - 40848; Town of Topsail Beach;
11/29/2010 Issued 12/10/2010
DWQ Certification # 3777; Town of Topsail Beach; Issued
11/17/2010
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1 -10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date
Print Name
Signature
Please indicate application attachments pertaining to your proposed project.
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Form DCM MP -1 (Page 5 of 5)
®DCM MP -2 Excavation and Fill Information
❑DCM MP -3 Upland Development
❑DCM MP -4 Structures Information
❑DCM MP -5 Bridges and Culverts
APPLICATION for
Major Development Permit
252 - 808 -2808 :: 1- 888- 4RCOAST $: www.nccoastaimanagement.net

A X-ry%
CEN
North Carolina department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
Date 0104()II
Name of Property Owner Applying for Permit:
liM �uti)Mcin lour„ vQ Tv �,i P' eyc% Town M-M eC it
Mailing Address:
`6 a,v 5, A,,derS >„ uid.
JV C �69
1 certify that i have authorized (agent)
to act on my
behalf, for the purpose of applying for and obtaining all LAMA Permits necessary to
install or construct (activity) ( Iq `Ta 5Z. 3„ \x
at (my property located at) lv,,rs, are
This certification is valid thru (date) Deto-Y -,lac" 3�1 aO16
Property Owner Signature
�P//,
Date
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] i Internet: www.nccoastaimanagement.net
An Equal opportunity 1 Affirmative Action Employer - 50% Recycled! 10% Post Consumer Paper

SECTION 2.0
North Carolina Division of Coastal Management
Form MP -2
11t

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and /or fill activities. All values should be given in feet.
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Beach quality sand
153,450 CY (90,700 from New Topsail Inlet, 52,850 from Topsail
Creek, and 9,900 from Banks Channel)
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.
252 - 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL )
stabilization
Topsail
Creek: 2,700'
Length
Inlet: 4,700'
Banks
Channel:
2,300'
Topsail Creek
& Inlet: 150'
Width
Banks
Channel: 80'
Topsail
Creek: -7.0'
MLW
Inlet: -9.8'
Avg. Existing
MLW
NA
NA
Depth
Banks
Channel: -8.0'
MLW
Topsail Creek
& Inlet: 8 +2'
Final Project
MLW
NA
NA
Depth
Banks
Channel: 7 +2'
MLW
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Beach quality sand
153,450 CY (90,700 from New Topsail Inlet, 52,850 from Topsail
Creek, and 9,900 from Banks Channel)
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.
252 - 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06

Form DCM MP -2 (Excavation and Fill, Page 2 of 3)
2. DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a. Location of disposal area.
b. Dimensions of disposal area.
Town of Topsial Beach oceanfront beach
10,861 linear feet of beach with an average berm width of
40' and a 1:25 beach face slope from the berm to existing
grade
C. (i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
Oceanfront beach of the Town of Topsail Beach
e. (i) Does the disposal area include any coastal wetlands /marsh
f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
®Yes ❑No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(ii) If yes, how much water area is affected?
❑CW ❑SAV ❑SB
67.5 acres below high water line
OWL ®None
(ii) Describe the purpose of disposal in these areas:
a. Type of shoreline stabilization: b. Length:
❑Bulkhead ❑ Riprap ❑Breakwater /Sill ❑Other: 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. h. Type of fill material.
Bulkhead backfill Riprap
Breakwater /Sill Other
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 b
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
(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
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
252 - 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastaimanagemeni.net revised: 12/26/06

Form DCM MP -2 (Excavation and Fill, Page 3 of 3)
a. How will excavated or fill material be kept on site and erosion
controlled?
Utilization of temorary training dikes during beachfill placement
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.
January 11, 2011
Date
Topsail Beach Nourishment Project
Project Name
Town of Topsail Beach
Applicant Name
Applicant Signature
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
hydraulic dredge, bulldozer, front end loader
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.
252 - 808 -2808 :: 1- 888- 4RCOAST :: wwwmccoastalmanagemeni.net revised: 12/26/06

SECTION 3.0
Topsail Beach Nourishment Project
Project Narrative
14

3.0 PROJECT NARRATIVE
3.1 Project Location
The project site is located on the southern end of Topsail Island, just south of the Town Limits of the
Town of Topsail Beach. New Topsail Inlet is a federally maintained navigation channel bounded to the
north by Topsail Island, the south by Hutaff (Lea) Island, the west by Banks Channel, Topsail Creek and
the AIWW, and the east by the Atlantic Ocean. The proposed disposal area is within the town limits of
the Town of Topsail Beach, located at the south end of Topsail Island. The island is accessible to the
public by highways 50 and 210, with Highway 50 being the only entry road to the Town of Topsail Beach.
The geographic coordinates are Latitude 34 °20'24.78 "N and Longitude 77 039'56.15 "W. The proposed
disposal area encompasses the northern section of town limits, extending from approximately 1500 feet
north of the Jolly Roger Fishing Pier (Haywood Avenue) to approximately 2100 feet south of the Topsail
Beach /Surf City town line (Catherine Avenue.)
3.2 Project Background
The Town of Topsail Beach completed their first beach nourishment project in April of 2011, placing just
under 1 million cubic yards of sand on their oceanfront beach. Borrow areas for this project included
Topsail Creek, Banks Channel, the 'cut through' section of New Topsail Inlet, as well as Disposal Areas
203 and 189. During the summer of 2011, Hurricane Irene impacted the area causing significant beach
erosion to the recently completed beach nourishment project. Post storm surveys of Topsail Beach
indicate that 279,800 cubic yards of sand were lost from the managed portion of the littoral system due
to both long -shore and cross -shore transport during Hurricane Irene. Disaster evaluations by FEMA
determined that the Town was eligible for Federal assistance to renourish erosion caused by Hurricane
Irene and funding for a 279,800 CY beachfill project has been issued to the Town.
This application serves a dual purpose - primarily it will allow for storm related erosion repairs on Topsail
Beach as well as reduce shoaling within Topsail Creek, Banks Channel, and New Topsail Inlet. Volume
estimates of the shoals within these channels are approximately 155,000 cubic yards which will
complete 55% of the post Irene FEMA project. The northern section of previously nourished beach
within the Town of Topsail Beach was hardest hit and therefore will be the focus of this project. The
project will restore the Town's beach to the pre -storm conditions and the fill template on the
oceanfront beach is identical to the beach constructed during the winter 2010 -2011 project.
The borrow areas for the proposed project will also focus on the channels used for the previous 2010-
2011 nourishment project. Shoaling within Topsail Creek, Banks channel and the 'cut through' in New
Topsail Inlet will be the primary focus for borrow areas. The entire New Topsail Inlet channel has
recently become a hot topic due to extensive shoaling creating hazardous navigation conditions and
rendering the channel impassible in areas for vessels. A survey completed by GBA on December 30,
2011 and January 3 -4, 2012 reveals an inlet channel that is in fairly good shape, aside from 2 sections of
shoaling within the COLREGS demarcation line. The 'cut through' area which connects Banks Channel to
Topsail Creek has completely shoaled in and is impassable in a johnboat at low tide. Additionally, the
flood shoal in encroaching into the channel curve near Hutaff Island, causing a very narrow channel and
creating extremely hazardous navigation. This section of inlet channel is added to the dredge areas
previously used to allow for safe navigation through all of the back channels in Topsail Beach. As with
the 2011 project, the dredge footprint and depths will remain consistent with the federally maintained
channel dimensions and depths.
I

3.3 Applicant's Stated Purpose
The purpose of the proposed project is to restore the oceanfront beach within the Town of Topsail
Beach to pre- Hurricane Irene conditions. FEMA money has been provided to renourish the beach with
279,800 cubic yards of sand. The applicant will utilize the same borrow areas as the winter 2010 -2011
beach nourishment project as well as adding hot -spot shoaling within New Topsail Inlet near Hutaff
Island. The dredge dimensions and depths remain consistent with the previous project as well as the
federally maintained navigation channel dimensions and dredge depths. Given the location of the
federal navigation channels and inlet channel, all dredged material is beach quality and will be disposed
of on the oceanfront beach within the Town of Topsail Beach. The proposed project yields a double
benefit as safe navigation of the inlet and connecting channels will be created, while beach quality sand
removed from the channel alignment and placed on Topsail Beach will restore the beach and afford
greater protection to the oceanfront houses.
3.4 Project Description
Due to the urgent need for dredging within New Topsail Inlet and connecting channels, construction is
proposed for the spring of 2012. The project will involve dredging beach quality sand from the federal
navigation channel footprint within New Topsail Inlet and Topsail Creek currently designated as 150'
wide, 10' (8 +2' MLW) deep and 3:1 side slopes. The centerline of the proposed channel shall be defined
as the thalweg of the inlet at the time of construction; however, if the deepest water of the inlet
encroaches on a marsh shoreline, the channel will be shifted away from the marsh in order to eliminate
any wetland impacts. The project will also remove the shoal that has developed in Banks Channel,
federally designed as a 80' wide, 9' (7 +2' MLW) deep and 3:1 side slope channel. This centerline is
designated by established PI points and is show in the permit plan drawings.
Volume reports utilizing current bathymetric soundings within the proposed channel alignment estimate
that approximately 155,000 cubic yards of sand needs to be removed to achieve the designed 8 +2' MLW
channel depth in the Inlet and Topsail Creek and the 7 +2' MLW depth of Banks Channel. The majority of
the shoaling is within New Topsail Inlet with just over 67,000 cy in the cut through, and 23,700 cy in the
Hutaff curve. Shoaling within the Topsail Creek template totals 52,850 cy and the Banks Channel
template contains approximately 9,900 cy. These volumes are consistent with last year's project and
historical dredging by the USACE in these areas.
3.5 Disposal Area Location
Beach quality sand removed from New Topsail Inlet will be disposed of on a 10,861 foot stretch of the
oceanfront beach within the town limits of the Town of Topsail Beach. Due to the limited volume within
the Federally Maintained Navigation Channels, and to address areas of erosion within the Town of
Topsail Beach jurisdictional limits, beachfill will concentrate on an area beginning 1500 feet north of the
Jolly Roger Fishing Pier, and end about 2100 feet south of the Town of Topsail Beach /Surf City town line.
Overall designed beach berm width will depend upon the total volume available at the time of the
project. The fill will mimic the recent beach nourishment project completed by the Town of Topsail
Beach between November 2010 and April 2011. The beach berm elevation will be built to 5.0' NAVD88
with a 25:1 beach face slope. This beach shape creates a 'natural' beach shape, greatly reduces scarping
and allows high storm tides to wash up onto the berm rather than erode the beach.
IG:

3.6 Inlet Channel Sediment Characteristics
A total of 12 vibracores and 7 grab samples were collected from New Topsail Inlet by American
Vibracore Services (AVS) between the dates of September 27, 2011 and October 6, 2011. The coring
involved vibrating a 14.5 foot long and 4 inch diameter aluminum pipe into the substrate, collecting
sediment inside the pipe as it advances down. Once the entire length of the pipe was in the ground, the
core was retrieved, capped, and labeled with the designated core identifier. The vibracores covered the
channel from the beginning, near the USACE dock, seaward to the oceanfront extent of Topsail Island.
Seaward of this area, safety concerns prohibited any vibracores from being collected. The shallow
nature of the ebb shoal necessitated that a small vessel be used, however breaking waves over the ebb
shoal created serious safety concerns and despite several attempts, on separate days, to obtain cores on
the shoal were tried, conditions never improved. In lieu of vibracores, grab samples were collected
across the ebb shoal. While these samples only represent the surficial sediments across this area and
can only describe the top 1 foot or so of the current in situ sediment. However, in 2007, Coastal Planning
and Engineering (CPE) collected multiple reconnaissance vibracores seaward of the ebb shoal and
surrounding New Topsail Inlet area. These cores can be used to ascertain that extensive layers of fine or
unsuitable material do not exist within grade and the design template. Copies of the core descriptions,
grain size distribution curves, granularmetric spreadsheets and photographs of the CPE cores are
included in this report. Please note that the CPE cores are in the NAVD88 datum whereas the current
investigation is using MLW. There is a 2.5' difference in the two datums.
The predetermined core locations were staked out using Real Time Kinematic (RTK) GPS and final
sample positions and water elevations were logged using RTK -GPS. The water elevation was used to
calculate the current tide reading at the sample location while a survey rod was used to determine the
total distance from the seafloor to the water surface. By combining the water elevation and the distance
between water surface and seafloor, the top of hole (TOH) elevation could be established for each core.
Utilizing an electric vibrating motor, cores were vibrated vertically through the strata, to the full extent
of the core barrel or refusal, capped and extracted. The overall penetration for the core was recorded,
as well as the start and end times for the coring procedure. The top and bottom of the pipe was marked
as well as the core identifier, and overall length.
Upon completion, the cores were taken to the GBA geotechnical lab for splitting, core description,
sampling, drying and sieve analysis. Individual core sections were cut open and one half of the core was
wrapped, taped and archived as an undisturbed section while the other half of the core was described
and representative samples were removed for grain size and composition analysis. A portion of the
removed sample, representing a distinct stratigraphic layer within the vibracore, was composited and
sent off for carbonate analysis. The remaining portion of each sample was dried and sieved to determine
grain size throughout the core. Grain size distribution was adjusted via weighted average to compensate
for the varying accretion within the channel template. These characteristics determine a weighted
average for the critical criteria of each core, thereby allowing a corrected overall grain size, sorting and
silt percentage for the entire navigation channel.
The channel was broken into thirteen separate compartments, where one vibracore represented the
sediment within that segment of channel. The areas were delineated by the midpoint of the straight line
distance between two adjacent cores. Volume analysis was performed within the channel for each core
compartment to determine the amount of sediment each core represented. Once the total volume of
sediment represented by each core was calculated, an overall composite for the channel could be
calculated and used for comparison to the geotechnical analysis for the native beach.
17

In order to maintain the integrity of current beach parameters, 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) being placed on the beach.
Silt and clay (sediment size equal to or less than 0.063 mm), gravel (material with a diameter equal to or
greater than 4.76 mm), and granular sediment (2.0 mm to 4.76 mm) are limited to 5% over the native
beach. The calcium carbonate (shell) fraction of the borrow material is limited to no more than 15% over
the native.
Previous work and submissions (Topsail Beach Nourishment Project, completed April 2011) by the Town
of Topsail Beach have identified the native beach characteristics for the proposed nourishment area to
have a mean grain size of 0.24 mm (2.05 phi), 0.94% silt, 0.17% gravel, 0.82% granular and 11.0%
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 5.94% silt, 5.17% gravel and 26% shell content.
Using methodologies described above, an overall composite for the New Topsail Inlet navigation
channel was calculated based upon available material and representative statistics from the vibracore
analysis. These numbers can be used to directly compare New Topsail Inlet with Topsail Beach's native
sand.
Table 1: Weighted average grain size statistics for New Topsail Inlet compared to the Topsail Beach native sand.
The sediment within the design template for New Topsail Inlet is nearly identical to the native sand
found on the beach. Due to the inlet hydrodynamics and associated sorting of the sand that occurs with
these wave and current activities, it is to be expected that the sand is of good quality and closely mimics
the native. It should be noted that although the current vibracore study could not extend over the ebb
shoal due to safety concerns, the historic records of cores obtained by CPE in 2007 show that good
material does in fact continue past the shoal. The Topsail Creek and Banks Channel portion of the
project was included in the previous 2010 -2011 nourishment project and full geotechnical analysis was
performed on these channels prior to construction. The material within the template in these areas was
completely excavated during the previous project and recent deposition within template consists of
clean quartz sand that was eroded from the oceanfront of Topsail Beach and entrained within the inlet
hydrodynamic system. Copies of the vibracores and grain size analysis for these areas are included in
Appendix A.
Given the dynamic nature of tidal inlets, all recent deposition within all channels should be clean quartz
sand with minimal clay /silt or shell deposits. Despite the very high probability of only clean quartz sand
accounting for the recent shoaling within the previously dredged channels, dredging operations will be
monitored extremely closely as these sections are excavated, watching for any undesirable material
18
Mean
FINE
SAND
GRANULAR
GRAVEL
CARBONATE
LOCATION
%
o /o
0 %
o %
(mm)
( <0.0625 mm)
(0.0625 -2.00 mm)
(2.00 -4.76 mm)
(4.76 -76.00 mm)
/� 0
New Topsail
0.30
0.37
96.38
1.14
2.11
11.7
Inlet
Topsail Beach
0.24
0.94
98.06
0.82
0.17
11.0
Native
CRC
N/A
5.94
N/A
5.82
5.17
26.0
Threshold
Table 1: Weighted average grain size statistics for New Topsail Inlet compared to the Topsail Beach native sand.
The sediment within the design template for New Topsail Inlet is nearly identical to the native sand
found on the beach. Due to the inlet hydrodynamics and associated sorting of the sand that occurs with
these wave and current activities, it is to be expected that the sand is of good quality and closely mimics
the native. It should be noted that although the current vibracore study could not extend over the ebb
shoal due to safety concerns, the historic records of cores obtained by CPE in 2007 show that good
material does in fact continue past the shoal. The Topsail Creek and Banks Channel portion of the
project was included in the previous 2010 -2011 nourishment project and full geotechnical analysis was
performed on these channels prior to construction. The material within the template in these areas was
completely excavated during the previous project and recent deposition within template consists of
clean quartz sand that was eroded from the oceanfront of Topsail Beach and entrained within the inlet
hydrodynamic system. Copies of the vibracores and grain size analysis for these areas are included in
Appendix A.
Given the dynamic nature of tidal inlets, all recent deposition within all channels should be clean quartz
sand with minimal clay /silt or shell deposits. Despite the very high probability of only clean quartz sand
accounting for the recent shoaling within the previously dredged channels, dredging operations will be
monitored extremely closely as these sections are excavated, watching for any undesirable material
18

coming out of the dredge pipe. In the event that extensive fines or shelly material is being deposited on
the beach, all dredge operations will suspend immediately until the problem is remedied. The full
geotechnical report, including core logs, grain size distribution curves, granularmetric tables, and core
photographs can be found in Appendix A. A schematic displaying the proposed inlet channel as well as
GBA vibracores, GBA grab samples, CPE vibracores and the volume boxes for each core can be found at
the end of the narrative.
3.7 Unsuitable Material Handling
No undesirable material was indicated by the vibracores within the designed dig depths ( -10.0' MLW in
Topsail Creek and New Topsail Inlet and -9.0' MLW in Banks Channels) for the federal channels.
However, the written specifications for the job will require that the contractor closely monitor the
material being discharged and disposed of on the beach. In the event that excessive unsuitable, non -
beach compatible material (ie abundant shell, silt or clay) is encountered, the beach will be scraped and
the undesirable material removed. The removed sediment will be stockpiled at the town owned Bush
Marina, and upon completion of the navigation maintenance, the shells and undesirable sediment will
be used to repair boat wake induced erosion at USACE Disposal Area 203, outside of the Federal AIWW
right -of -way (Figure 1). This island was used as a borrow site for the winter 2010/2011 Topsail Beach
Nourishment Project and the outside perimeter near Topsail Creek has eroded due to summer boat
traffic. Any shell and sand removed from Topsail Beach during this project will repair the escarpment.
7
Figure 1: Unsuitable material will be used to repair the scarped dike on DA -203, outside of the AIWW right of way
3.8 Dredging Logistics
This project will involve the use of a hydraulic dredge in the 24" class. Pipeline routes will utilize Banks
Channel on the west side of Topsail Island and use existing under -road sleeves at Drum Street, Smith
IR

Street, and in Queen's Grant to access the beach. The beach disposal consists of only beach berm and
slope construction and no equipment will disturb any vegetated dune systems throughout disposal
procedures. As the designed dredge channels are encapsulated by the federally maintained navigation
channel, environmental impacts are minimized and there should be no new impacts beyond the existing
federal channel.
3.9 Property Easements
The Town of Topsail Beach is currently in the process of obtaining property easements for all oceanfront
homes within the jurisdictional limits of the town. These easements have been mailed to residents with
a due date of 1/16/2011. The Town understands that it will be a permit requirement that the easements
are acquired prior to the start of construction on any private property. Homeowner notifications of the
upcoming project were sent to all oceanfront homeowners within the town limits of the Town of Topsail
Beach. Additional notifications will be sent to the adjacent homeowners on both the north and south
side of the revised beachfill area.
3.10 Beach Construction
Construction parameters of the beach profile and shoreline extent to be nourished along the oceanfront
fill area of Topsail Beach will mimic the authorized beach plan as defined by the 2010/2011 Topsail
Beach Beachfill Project (DENR Permit #22 -09, USACE Action ID# SAW- 2006 - 40848). Beach slope (25:1)
and berm elevation (5.0 ft. NAVD88) will generally define the typical construction profile, as authorized.
W

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SECTION 4.0
Topsail Beach Nourishment Project
11x17 Permit Drawings
0

23
11 x 17 = HALF SCALE
Federal
Town of Topsail Beach
Beach Nourishment Project
PENDER COUNTY, NORTH CAROLINA
Beach Fill and Dredging of areas including:
Topsail Creek, New Topsail Inlet and Banks Channel
WINTER 2012
Navigation Channel Maintenance & Beach Placement
ATLANTIC INTRACOASTAL WATERWAY WV .
TOPSAIL CREEK
/
✓
/
BANKS CHANNEL
C
/ BEACH
} j TOp5mv-
I
NEW TOPSAIL INLET ...
ATLANTIC OCEAN
TAE LE OF -ENTS
TAELE OF OGNTEMT6
SHEET
DESCRIPTION
SHEET
DESCRIPTION
SHEET 1
COVER & LAYOUT VIEW
SHEET 1B
TOPSAIL CREEK - CROSS SECTIONS
SHEET 2
TOPSAIL BEACH AND CHANNELS - CONTROL
SHEET 19
NEW TOPSAIL INLET - CDNTRDL
SHEET 3
BEACH - LAYOUT & BATHYMETRY (TI3 - TIS
SHEET 20
NEW TOPSAIL INLET - BATHY & CONTOUR5
SHEET 4
BEACH - LAYOUT & BATHYMETRY TI5 - TI7
SHEET 21
NEW TOPSAIL INLET - BATHY & CDNTOURS
SHEET 5
BEACH - LAYOUT & BATHYMETRY S - TI10
SHEET 22
NEW TOPSAIL INLET - CROSS SECTIONS
SHEET
B
BEACH- LAYOUT & FoVA ETRY n0 - TI12
SHEET 23
NEW TOPSAIL INLET - CRD55 SECTIONS
SHEET
7
BEACH - LAYOUT & HAIHYM ETRY 113 - T115
SHEET 24
NEW TOPSAIL INLET - CRDSS SECNONS
SHEET
8
BEACH - LAYOUT & BATHYM ETRY 116 - TI1B
SHEET 25
BANKS CHANNEL - CONTROL
SHEET
9
BEACH- LAYOUT & BATHYM ETRY 11B - T1211
SHEET 28
BANKS CHANNEL - BATHYMETRY & CONTOUR5
SHEEP 10
BEACH - LAYOUT & BATFiYM ETRY 121 - T123
SHEEP 27
BANKS CHANNEL - CROSS SECTIONS
SHEET 11
BEACH - LAYOUT & BAIT METRY 124 - TI25
SHEET 28
BANKS CHANNEL - CROSS SECTIONS
SHEET 12
BEACH - LAYOUT & BATHYMETRY (TUB - TI27)
SHEET 13
BEACH - CROSS SECTIONS
SHEET 14
BEACH - CROSS SECTIONS
SHEET 15
TOPSAIL CREEK - CDNTRDL
SHEET to
TOPSAIL CREEK - BATHYNIETRY & CONTOURS
SHEET 17
TOPSAIL CREEK - CROSS SECTIONS
GAHAGAN & BRYANT ASSOCIATES
- OF NC, PLLC, C.O -L- #P -0743
295 -A North Green Meadows Drive
Wilmington, NC 28405
EN(;INEER$ * SURVEYOR$ Tel: [phone]
NOT TO SCALE
DREDGE & FI LL AREAS
23
11 x 17 = HALF SCALE

ALIGNMENT TABLE OF COORDINATES - TOPSAIL CREEK CE147ERUNE
NAME
EASTING
NORTHING
STATION
RANGE
TC -1
2,400,539.59
224,554.37
0.00
0.0
TC -2
2,400,790.74
224,289.04
370.69
0.0
TC -3
2,400,99455
224,213.71
580.96
010
TC -4
2,401,173.94
224,208.95
760.12
0.0
TC -5
2,401,525.33
224,357.41
1,141.59
0.0
TC -6
2,402,043.86
224,36a14
1,660.16
0.0
TC -7
2,402,266.40
224,206.31
1,933.58
0.0
TC -B
2,402,280.22
223,930.93
2,209.31
0.0
TC -9
2.4-02.18k54
22 633.90
Z52133
0.0
TC -10
2.401.95486 .
223 35132
2 885.51
0.0
TC -11
2,401,645.45
223,074.25
3,183.40
0.0
TC -12
NTI
2,401,667.64
222,831.86
3,426.81
0.0
TC -13
NTI
2.402.191.14
222,403171
3,963.94
0.0
TC -14
NTI
2,403,007.92
222,220.46
4,800.69
0.0
TC -15
NTI
2,403,640.53
222,150.32
5,437.37
0.0
TC -16
2,403,822.70
221,94754
5,709.74
0.0
TC -17
2,403,867.60
221,852.86
5,814.81
0.0
TC-10
2,403,897.66
221,704.10
5,966.57
0.0
TC -19
2,403,79326
2,405,BB2.67
221,4983fi
6,19728
0.0
TC -20
2,403,664,48
ARE REFERENCED
221,33588
.+ BE
0.0
TC -21
2,403,567.87
233,368.5
221.223.61
8,552.84
0.0
TC -22
2,403,31399
234,043.3
221,04929
s,ee0.14
0.0
C -23
234,711.4
19,980.1
0.0
HORIZONTAL
COORDINATES
ARE REFERENCED
TO NA083
20,9]9.1
AOGNMENT TABLE OF COORDINATES
- NEW TOPSAIL INLET CENTERONE
NAME
EASTING
NORTHING
STATION
RANGE
Nn -1
2,405,758.67
221.158.32
0.00
00
M1-2
2,404,969.15
220,710.95
90354
0.0
MI -3
2,404,233.71
220,268.68
1,764.83
0.0
NT-4
2,403,778.19
220,243.99
2,221.02
0.0
Nn -5
,403,537.470
220,243.41
2,461.74
OA
MI -6
2,40.3,315.40
220,292.58
2,689.19
0.0
MI -7
2,402,63328
220,444.58
3,388.04
0.0
NTI -e
2,401,980.54
220,049.49
4,151.04
On
NTI -9
2,401,66681
219 680.09
4,63588
0.0
NTI -10
1 2,401,47938
219,278.46
5,078.90
0.0
NTI -11
2,401,327.09
21 8,700.45
5,676.63
0.0
NTI
-12
2,401,399,18
216,255.65
6,127,04
0.0
NTI
-13
2,401.57838
217.879.91
6,543 50
0.0
NTI
-14
2,401,843.80
217,660.65
6,867.77
OA
NTI
-15
2,402,132.38
217,545.00
7,198.67
OA
NTI -16
2,402,629.67
217,504.D5
7,697.64
0.0
NTI -17
2.403.657.02
217,751.30
8,754.32
0.0
NTI -18
2,404,223.30
217,657.83
9,328.26
00
NTI -19
2,405,BB2.67
215,964.B8
12,460.78
0.0
HORIZONTAL
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ARE REFERENCED
TO NADB3
0.0
AOGNMENT
TABLE OF COORDINATES
- BANKS CHANNEL CENTERLINE
NAME
NAME
NORTHING
EASTING I
NORTHING I
STATION
I
RANGE
SC -1
0.0
2.405.75B.0
221,156.1
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1
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2,406,735.3
2,406,057.5
222,557.4
92
2,6.4
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DA
BC -3
2,993.5
2,409,5452
224,617.4
5,2332
223,582.7
0.0
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TI -8
2,411,829.9
226,186.5
8,005,4
4,992.2
0.0
8C -5
2,411,644.0
2,413,056.6
226,612.1
10,723.1
0,0
0.0
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2,416,7662
230,992.0
15,132.0
TI -11
0.0
HORIZONTAL COORDINATES ARE REFERENCED TO NAD83
7,9902
24
11 x 17 = HALF SCALE
I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH
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erway
SHEET 8 SHEET 9
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SEAL
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NAME
EASTING
NORTHING
STATION
RANGE
TI -3
2,407,034.3
221,236.8
0.0
0.0
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2,407,663.4
221,755.7
995.1
0.0
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2,406,735.3
222,276.4
1,993.5
0.0
TI -5
2,409,505.8
222,913.8
2,993.5
0,0
TI -7
2,410,240.0
223,582.7
3,993.2
0.0
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2,410,949.0
224,295.2
4,992.2
0.0
TI-9
2,411,644.0
N
225,013.0
5,991.3
0,0
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2,412,350.0
225,719.9
61990.4
0.0
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2,111,121D
22 456.5
7,9902
0.0
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2,413,705.3
�_
227,190.1
8,990.0
0.0
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2,414,454.5
227,853.9
9,991.0
0.0
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2,415,166.5
225,557-0
10,989.5
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2,415,892.5
229,240.6
11,986.7
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2,416,813.3
229,932.2
12,987.6
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2,417,330.0
^
230.619.1
13,986.7
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2,418,060.8
II
231,309.3
14,985.6
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231,9827
15,984.4
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234662.6
16,983.1
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2,42D,237.3
233,368.5
17,982.4
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2,420,974.0
234,043.3
18.981.4
0.0
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2,421,716.3
234,711.4
19,980.1
0.0
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2,422,463.0
235,375.1
20,9]9.1
0.0
TI -25
0.0
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2,423,954.5
236,704.6
22,977.1
0.0
TI -26 +839
2,424,580.5
237,263.4
23,816.3
0.0
TI -26 +976
2,424,683.1
237,355.0
23,953.8
0.0
HORIZONTAL
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ARE REFERENCED
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-100'
-100 -10.0
I -10.0•
-100 -10.0
-10.0'
_100
Z => N a
75 R75 R -75 R75 R -75 R75 R - R75 i1iiiiiiii r- -1 1111 11 111111111 111111111 111 11 1111111 111111 111 hill ...
-100 -50
0 50
too
-100 -50 D 50
100
-100 -50 0 50
100
-100 -50 0 50
100
H Scale
1 = 50 V Saale : 1 = 5
Vertiaol Datum
MLW
H Scale
1 -
- 50' V Scale : 1' = 5'
Verti aal oakum
: MLW
H Saale
1" = 50' V Scale : 1" = 5'
Vertiaol
Datum : MLW H Scale
: 1' = 50' V Saale : 1' = 5'
Vertiaol Mm
: MLW
21 +00
12/3D/2011
25 +00 01/04/2D12
29 +00 01/04/2D12
34 +00 12/3D/2D11
0.0-
0.0
D.D-
0.0 0.0-
0.0 0.0
0.0
Ld
W
-5.0
-5.0
-5.0
-5.0 -5.0
-5.0 -5.0
-5.0
J
d
d
d
d
-10.0 -1010
-10.0
-10.0 -10.0
-10.0'
-10.0
W G
R -75
R75
R -75
R75
R -75
R75
R -75
R75
=1
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3
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I I I I I I I I I I
11 iiiiiiiihii
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30
0 50
50 0 50
so 0 30
50" 0 50
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Z
H Scale
1" -1050' V Scale - 5
Vertical Datum
MLW
H Scale
1" -1050' V Scale - 5
Vertical Mum
MLW
H Scale
1" -1050' V Scale - 5
Vertical
Datum MLW H Scale
1" -1050' V Scale - 5
Vertical Datum
MLW
�
- W
20 +00
12/30/2011
24 +00 12/30/2011
28 +00 01/04/2012
33 +00 01/04/2012
Q 2
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an
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0
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-5.0
-5.0
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-5.0 -5.0
-5.0 -510
-5.0
0
oLd
-10.0
-1 O.o'
-10.0
-10.0
-1oA'
-10.0 -10.0
-100'
-10.0 -10.0
-1 o.a'
-10.0
75
1 1 1 1 1 1 1 1 1 1 1 1
1 R75
R -75
R75
1 -75
R75
R -75
R75
-100 -50
0 50
too
-100 -50 0 50
100
-100 -50 D 5D
100
-100 -50 0 50
100
H Scale
1 = 50 V Saale : 1 = 5
Vertiaol oakum
MLW
H Scale
- 50' V Scale : 1' = 5'
1 -
Vertiaol Datum
: MLW
H Saale
1" = 50' V Scale : 1" = 5'
Vertiaol
Datum : MLW H Scale
1' = 50' V Saale : 1° = 5'
Vertiaol Mm
: MLW
44
11 x 17 = HALF SCALE

:11
11 x 17 = HALF SCALE
I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH
SEAL
L5
co
THE APPLICABLE SECTIONS OFTITLE21, CHAPTER 56_
U
30
0.0
0.0
�_
I
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M
Na. O o
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aJ ms
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0.0
CHRISTIAN L. GIBSO P.E.NO.D26273 DATE
Z'v ®H
N
-5.0
_50
66 +00 12/25/2011
,
m t!5
71 +00 12/25/2011
j
6 •
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m
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=
\
c
R
_
DTH OAS
-5.D
-5.0 -5.0
-5.0
MIS <
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O
3
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O
GL
-10.0
-10.0
C9 C'r 3
o
y
LEFT TOE
RIG TOE
Q
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c
3
d
m
U
E
t
-100
-50
❑
50 100
;
m
O
to
-10.0
-10.0'
-10A -10.0
-1❑.0'
-1on
O
-0
Z
N
R -75 i
1
R75
R -75 R75
in
M
Q
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3
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3
3
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-15.0
-15.0 -1s.0
-1s.o
H Saale
-100 -50 0 50
1" = 50' V Saale : 1' = 5•
100
Vertiaol
out.- : MLW H Saale
-too -50 0 50
1' = 50' V Saale : 1° = 5•
too
Vertiaol Datum
MLW
rc
r
0.0
0.0 0.0
0.0 0.0
0.0
3
61 +00 12/25/21D11
65 +00 12/25/2011
+
7D 00 12/25/2D11
M 3 O N a
c
z
dn
0
-5.0
-5.0 -.0
•O
x K
Z V °
c
N g
CL M % C
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-10.0 -10.0
-10A'
- 10.0 -10.0
-10.0
-, 0.0
d
m3 G W
R -75
R75
R15
R75
R -75
N v to y
R
R
R
4
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-100 -50 0 50
100
-15A -15.0
-100 -50 0 50
100
-15A 0
-100 -50 0 50
100
-15A
c
O 0 a 8
O @7
H Scale
1" = 50' V Scale 1' = 5'
Vertical Datum
MLW
H Scale
1" = 50' V Scale 1' = 5'
Verticol
Datum MLW H Scale
1" = 50' V Scale 1" = 5'
Vertical Datum
MLW
U
0.0
0.0 0.0
0.0 0.0
0.0
;
0 °
40 +00 12/25/2011
60 +00 12/25/2011
64 +00 12/25/2011
69 +00 12/25/2011
N
a
0.0
0.0
a
E
-5.0
0
-5.0
�. d 1
0 0 `a
-10.0
-10.0'
-10A -10.0
-10.0'
-100 -10.0
-10.0
N 2 N >
z
Z
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R -75 z
R75
R -75
R75
R -75
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-10.0
1 -10.0'
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R -75 R75
-15.0 -1510
-15.0 -15.0
-15.0
-100 -50 0 50
too
-100 -50 0 50
100
-100 -50 0 50
100
-100 -50 0 50
100
H Saale
1 = 50 V Saale : 1 = 5
Vertiaol Datum
MLW
H Saale
1 -
- 50' V Saale : 1' = 5•
Verti aal Mum
: MLW
H Saale
1" = 50' V Saale : 1" = 5•
Vertiaol
Datum : MLW H Saale
1' = 50' V Saale : 1° = 5•
Vertiaol Mum
: MLW
0.0
0.0 0.0
0.0 0.0
0.0
39 +00 01/04/21D12
59 +00 12/25/2011
63 +00 12/25/2011
68 +00 12/25/21D11
~
F
LJ
-5.0 -5.0
-5.0 -5.0
-5.0
W
-5.0
-5.0
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-100'
-100 -10.0
-10A'
-10.0 -10.0
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Qn
Z
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R -75
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R -75 ?
R75
R -75 ?
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50 0 5o
0
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100
-15-0 -15.0
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-15.0
W r
z
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Z
LU
H Scale
1" -1050' V Scale - 5
Verticoo Datum
MLW
H Scale
1" -1050' V Scale - 5
Vertical Datum
MLW
H Scale
1" -1050' V Scale - 5
Vertica
Datum MLW H Scale
1" -1050' V Scale - 5
Vertical Datum
MLW
J
LU
38 +00 01/04/2012
0.0
58 +00 12/25/2011
0.0 G.0
62 +00 12/25/2011
0.0 0.0
67 +00 12/25/2011
0.0
Q
I
QQn
Q
0
o.o -
o.❑
a
d
y
a
-5.0 -5.D
-5.0 -5.0
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.
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.
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o
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R -75
R75
R -75
R75
R -75
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-10.0
-10.0•
-100
1
R75
-15.0
-15.0 -15.0
-15.0 -15.0
-15.0
-100 -50 0 50
too
-100 -50 0 50
1DO
-100 -50 0 50
100
-100 -50 0 50
100
H Saale
1 = 50 V Saale : 1 = 5
Vertiaol oakum
MLW
H Saale
1 -
- 50' V Saale : 1' = 5'
Vertiaol Mum
: MLW
H Saale
1" = 50' V Saale : 1" = 5•
Vertiaol
Datum : MLW H Saale
1' = 50' V Saale : 1' = 5•
Vertiaol Mum
: MLW
:11
11 x 17 = HALF SCALE

UI
11 x 17 = HALF SCALE
I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH
SEAL
L5
00
THE APPLICABLE SECTIONS OFTITLE21, CHAPTER 56_
*_
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30
0.0
0.0
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m
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1
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0.0
84 +00 12/25/201 1
CHRISTIAN L. GIBSON, P.E.NO.D26273 DATE
Z'v ®H
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C,4
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1" = 50' V Saale : 1' = 5'
100
Vertiaol
Datum : MLW
r
0.0
0.0 0.0
0.0 0.0
0.0
3
75 +00
12/25/2011
79 +00 12/25/2011
83 +00 12/25/2011
3 N a
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1° = 50' V Scale 1° = 5'
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1° = 50' V Scale 1° = 5'
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H Scale
1" = 50' V Scale 1° = 5'
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U
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0.0 0.0
❑.o 0.0
0.0
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74 +00
12/25/2011
78 +00 12/25/2011
82 +00 12/25/2011
87 +00 12/25/2011
t J N
a
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R -75
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-15.0 -1510
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0 50
100
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100
-100 -50 0 50
100
-100 -50 0 50
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1 = 50 V Saole : 1 = 5
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1 -
- 50' V Saale : 1' = 5'
Vertiaol Datum
: MLW
H Saole
1" = 50' V Saale : 1" = 5'
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1' = 50' V Saole : 1° = 5'
Vertiaol Datum
: MLW
0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0
73 +00
12/25/2011
77 +00 12/25/2011
81 +00 12/25/2011
86 +00 12/25/2011
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° - 5
1 ° -11350' V Scale
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H Scale
1 ° - 5
1" -11350' V Scale
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Datum MLW H Scale
° - 5
1 ° -11350' V Scale
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MLW
A
LU
0.0
72 +00
12/25/2011
0.0 0.0
76 +00 12/25/2011
0.0 0.0
80 +00 12/25/2011
0.0 0.0
85 +00 12/25/2011
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1130
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100
-100 -50 0 50
100
H Saale
1 = 50 V Saole : 1 = 5
Vertiaol Datum
MLW H Saale
1 -
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Vertiaol Datum
: MLW
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1" = 50' V Saale : 1" = 5'
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11 x 17 = HALF SCALE

F,
6
ALIGNMENT
TABLE OF COORDINATES
- BANKS CHANNEL CEMERUNE
U
NAME
EASTING
I NORTHING
I STATION
I RANGE
BC -1
Ol
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0.0
0.0
BC -2
2,408,057.8
222,557.4
2,692.4
0.0
BC-3
z,409,545.z
224,617.4
5,233.2
0.0
BC -4
2.419.eze_e
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a.—u
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2,413,056.8
228,612.1 10,723.1
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BC-6
2,418,758.2
230,992.0 15,1320
0.0
HORIZONTAL
COORDINATES
ARE REFERENCED TO NAD83
I
X
S
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n I I I I I I I I I I� I I I I I I I ry N N N N N
NTI -1 X
r r
x
ku �
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THE APPLICABLE SECTIONS OF TITLE21, CHAPTER 56_
CHRISTIAN L_ GIBSON, P_E_ NO- Q26273 DATE
X
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8 �
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48
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N
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THE APPLICABLE SECTIONS 0FTITLE21 , CHAPTER 56_
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VOLUME TABLULATIONS GRADE --
CHRISTIAN L_ GIBSON, P_E_ NO- Q26273
DATE
m
Z'v H
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N
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TOPSAIL CREEK 5 850
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NEW TOPSAIL INLET 90,750
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11 x 17 = HALF SCALE

11 x 17 = HALF SCALE
I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH
SEAL
L5
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THE APPLICABLE SECTIONS OFTITLE21, CHAPTER 56_
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-100 -51 0 50
100
° @7
H Scale
1" = 50' V Scale 1' = 5'
Vertical Datum
MLW H Scale
1" = 50' V Scale 1' = 5'
Verticol Datum
MLW
H Scale
1" = 50' V Scale 1' = 5'
Vertical
Datum MLW H Scale
1" = 50' V Scale 1" = 5'
Vertical Datum
MLW
U
0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0
;
21 +00 01/03/2012
25 +00 01/03/2012
29 01/03/2012
34 +00 01/03/2012
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100
-100 -50 0 50
100
-100 -50 0 50
100
H Saale
1 = 50 V Saole : 1 = 5
Vertiaol Ootum
MLW H Saale
1 -
- 50' V Saale : 1' = 5'
Vertiaol Mm
: MLW
H Saole
1" = 50' V Saale : 1" = 5'
Vertiaol
Datum : MLW H Saale
1' = 50' V Saole : 1' = 5'
Vertiaol Mm
: MLW
0.0
0.0 0.0
0.0 0.0
0.0 0.0
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20 +00 01/03/2012
24 +00 01/03/2012
26 +00 01/03/2012
33 +00 01/03/2012
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Vertical Datum
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Vertical
Datum MLW H Scale
1" - 50' V Scale 1" - 5'
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0.0 0.0
0.0 0.0
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27 +00 01/03/2D12
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1 = 50 V Saole : 1 = 5
Vertiaol Datum
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- 50' V Saale : 1° = 5'
1 -
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: MLW
H Saole
1" = 50' V Saale : 1" = 5'
Vertiaol
Datum : MLW H Saale
1' = 50' V Saole : 1° = 5'
Vertiaol Mm
: MLW
11 x 17 = HALF SCALE

11 x 17 = HALF SCALE
I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH
SEAL
L5
00
THE APPLICABLE SECTIONS OFTITLE21, CHAPTER 56_
v_
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CHRISTIAN L_ GIBSON, P_E_NO- Q26273 DATE
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1- = 50' V Sale - 1- = 5'
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MLW
0.0 0.0
0.0
38 +00 01/03/2012
42 +00 01/03/2012
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1' - 50' V Scale 1' - 5'
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MLW H Scale
1' - 50' V Scale 1' - 5'
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J
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0.0
0.0 0.0
0.0
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37 +00 01/03/2D12
41 +00 01/03/2D12
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1- = 50' V Sale - 1- = 5'
Vertical Oatum
MLW H Sale
1- = 50' V Sale : 1- = 5-
Verti.al 13 lm MLW
11 x 17 = HALF SCALE

SECTION 5.0
Topsail Beach Nourishment Project
Appendix
Geotechnical Analysis
611

APPENDIX A
Section 1
Topsail Beach Nourishment Project
Vibracore Logs
6YA

GAHAGAN & BRYANT ASSOCIATES
O 295 -A N. Green Meadows Dr.
Wilmington, NC 28405
ENGINEERS *SURVEYORS Tel: [phone]
Fax: [phone]
Legend for Geotechnical Data
Well graded gravels or
GW gravel -sand mixtures,
little or no fines
Poorly graded gravels
GP or gravel -sand mixures,
wl little or no fines
GM ®Silty gravels, gravel -
sand -silt mixtures
GC Clayey gravels, gravel -
sand -clay mixtures
[�� Well graded sands or gravelly
SW sands, little or no fines
Poorly graded sands or
SP gravelly sands, little or
no fines
SM Silty sands, sand silt
mixtures
SC Clayey sands, sand-clay
IN mixtures
SW -SM ° Well- graded silty sand
SW -GM •p. Well- graded silty gravel
Inorganic silts and very fine
ML sands, rock flour, sandy silts
or clayey silts with slight plasticity
[g Inorganic silts, micaceous or
MH diatomaceous fine sandy or
silty soil, elastic silts
OIL 1 Organic silts and organic
1 I silt -clays of low plasticity
OH 0Organic clays of medium to high
plasticity, organic silts
Inorganic clays of low to medium
CL plasticity, gravelly clays, sandy
clays, silty clays, lean clays
CH ®Inorganic clays of high
plasticity, fat clays
PT �Peat and other highly
organic soils
SP -SM �A Poorly- graded silty sand
TM-SC [a Siltyclayeysand
ML -CL Inorganic silty lean clay
GM -GC a Clayey silty gravel
Note: Information is after ACOE Atlantic Division Manual # 1110 -1 -1 titled Engineering and Design
Geotechnical Manual for Surface and Subsurface Investigations
53

DRILLING LOG I DIVISION
1. PROJECT
New Topsail Inlet Maintenance Dredging
Town of Topsail Beach, North Carolina FNC INFERS * S 1RVEY P•-
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -GS -1 X = 2,404,844 Y = 217,096
3. DRILLING AGENCY : CONTRACTOR FILE NO.
i
Gahagan & Bryant Associates, Inc.
4. NAME OF DRILLER
J. Pratt
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 1.0 Ft.
a
ELEV. DEPTH W CLASSIFICATION OF MATERIALS
(ft) (ft) W Depths and elevations based on measured value
-11.7 0.0
and -light tan, fine to medium grained, wel
-12.7 1.0 sorted, very clean quartz sand. Trace shell
hash (2 -3 mm) and trace whole shells ( <2
End of Boring
M
O
H
c�
Cn
Cn
O
a
w
0
LL
co
Cn
O
a
w
Q
O
boring ueslgnailon Its — I I -vs— I
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Ponar Sampler Q MANUAL HAMMER
DISTURBED i UNDISTURBED (UD)
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATE BORING 10 -06 -11 13:53 10 -06 -11 13:54
16. ELEVATION TOP OF BORING -11.7 Ft.
17. TOTAL RECOVERY FOR BORING 1 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
T
TARTC§ REMARKS
fN N
1Z FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
54
— NuI - v.v - i.v
Mean (mm): 0.24, Phi Sorting: 0.52
Fines (230): 0.35%
M
5
IW
Ili6y
20
7

DRILLING LOG I DIVISION
1. PROJECT am
New Topsail Inlet Maintenance Dredging
Town of Topsail Beach, North Carolina FNC INFERS * S 1RVEY
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -GS -2 X = 2,405,259 Y = 216,974
3. DRILLING AGENCY : CONTRACTOR FILE NO.
i
Gahagan & Bryant Associates, Inc.
4. NAME OF DRILLER
J. Pratt
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 1.0 Ft.
a
ELEV. DEPTH W CLASSIFICATION OF MATERIALS
(ft) (ft) W Depths and elevations based on measured vas
-9.8 0.0
and -light tan to tan, medium grained,
-10.8 1.0 moderately well sorted quartz sand.
Abundant shell hash (1 -10 mm) and
moderate whole shells (< 5 cm)..
End of Boring
M
O
H
c�
U)
U)
O
a
w
LL
co
U)
O
a
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Q
O
boring ueSlgnaiion Its - "I "I -hJ -Z
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Ponar Sampler Q MANUAL HAMMER
DISTURBED i UNDISTURBED (UD)
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATE BORING 10 -06 -11 13:56 10 -06 -11 13:57
16. ELEVATION TOP OF BORING -9.8 Ft.
17. TOTAL RECOVERY FOR BORING 1 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
o�
REC. CQ REMARKS
GOfN
1Z FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
55
—NuI - v.v - i.v
Mean (mm): 0.63, Phi Sorting: 0.84
Fines (230): 0.20%
M
5
IW
Ili6y
20
7

DRILLING LOG I DIVISION
1. PROJECT GSA
New Topsail Inlet Maintenance Dredging
Town of Topsail Beach, North Carolina FNC INFERS * S 1RVEY P
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -GS -3 X = 2,405,464 Y = 216,775
3. DRILLING AGENCY : CONTRACTOR FILE NO.
i
Gahagan & Bryant Associates, Inc.
4. NAME OF DRILLER
J. Pratt
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 1.0 Ft.
a
ELEV. DEPTH W CLASSIFICATION OF MATERIALS
(ft) (ft) W Depths and elevations based on measured vah,
-7.6 0.0
and -light tan to tan, medium grained, we
-8.6 1.0 sorted quartz sand. Moderate shell hash
(1 -10 mm) and few whole shells (< 2 cm).
End of Boring
M
O
H
c�
U)
U)
O
a
w
LL
co
U)
O
a
w
Q
O
boring ueslgnailon INSTALLATION SHEET SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Ponar Sampler Q MANUAL HAMMER
DISTURBED i UNDISTURBED (UD)
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATE BORING 10 -06 -11 13:58 10 -06 -11 13:59
16. ELEVATION TOP OF BORING -7.6 Ft.
17. TOTAL RECOVERY FOR BORING 1 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
o�
REC. CQ REMARKS
GOfN
1Z FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
56
—NuI - v.v - i.v
Mean (mm): 0.47, Phi Sorting: 0.68
Fines (230): 0.15%
M
5
IW
Ili6y
20
7

DRILLING LOG I DIVISION
1. PROJECT GSA
New Topsail Inlet Maintenance Dredging
Town of Topsail Beach, North Carolina FNC INFERS * S 1RVEY P
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -GS-4 X = 2,405,753 Y = 216,527
3. DRILLING AGENCY : CONTRACTOR FILE NO.
i
Gahagan & Bryant Associates, Inc.
4. NAME OF DRILLER
J. Pratt
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 1.0 Ft.
a
ELEV. DEPTH W CLASSIFICATION OF MATERIALS
(ft) (ft) W Depths and elevations based on measured vah,
-6.8 0.0
and -light tan to tan, medium grained, we
-7.8 1.0 sorted quartz sand. Moderate shell hash
(1 -10 mm) and few whole shells (< 7 cm).
End of Boring
M
O
H
c�
U)
U)
O
a
w
LL
co
U)
O
a
w
Q
O
boring ueSlgnaiion I b - "I "I -hJ -4
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Ponar Sampler Q MANUAL HAMMER
DISTURBED i UNDISTURBED (UD)
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATE BORING 10 -06 -11 14:01 10 -06 -11 14:02
16. ELEVATION TOP OF BORING -6.8 Ft.
17. TOTAL RECOVERY FOR BORING 1 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
o�
REC. CQ REMARKS
GOfN
1Z FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
57
—NuI - v.v - i.v
Mean (mm): 0.40, Phi Sorting: 0.66
Fines (230): 0.20%
M
5
IW
Ili6y
20
7

DRILLING LOG I DIVISION
1. PROJECT
New Topsail Inlet Maintenance Dredging
Town of Topsail Beach, North Carolina FNC INFERS * S 1RVEY P•-
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -GS -5 X = 2,406,244 Y = 216,253
3. DRILLING AGENCY : CONTRACTOR FILE NO.
i
Gahagan & Bryant Associates, Inc.
4. NAME OF DRILLER
J. Pratt
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 1.0 Ft.
a
ELEV. DEPTH W CLASSIFICATION OF MATERIALS
(ft) (ft) W Depths and elevations based on measured value
-5.5 0.0
and -light tan, fine to medium grained, wel
-6.5 1.0 sorted, very clean quartz sand. Trace shell
hash (1 -2 mm)..
End of Boring
M
O
H
c�
U)
U)
O
a
w
LL
co
U)
O
a
w
Q
O
boring ueslgnailon Its — I I -vs -S
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Ponar Sampler Q MANUAL HAMMER
DISTURBED i UNDISTURBED (UD)
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATE BORING 10 -06 -11 14:07 10 -06 -11 14:08
16. ELEVATION TOP OF BORING -5.5 Ft.
17. TOTAL RECOVERY FOR BORING 1 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
o�
REC. CQ REMARKS
GOfN
1Z FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
58
—NuI – v.v - i.v
Mean (mm): 0.26, Phi Sorting: 0.38
Fines (230): 0.40% (SP)
M
5
IW
Ili6y
20
7

DRILLING LOG I DIVISION
1. PROJECT
New Topsail Inlet Maintenance Dredging
Town of Topsail Beach, North Carolina FNC INFERS * S 1RVEY P•-
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -GS -6 X = 2,406,571 Y = 216,189
3. DRILLING AGENCY : CONTRACTOR FILE NO.
i
Gahagan & Bryant Associates, Inc.
4. NAME OF DRILLER
J. Pratt
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 1.0 Ft.
a
ELEV. DEPTH W CLASSIFICATION OF MATERIALS
(ft) (ft) W Depths and elevations based on measured value
-6.8 0.0
and -light tan, fine to medium grained, wel
-7.8 1.0 sorted, very clean quartz sand. Trace shell
hash (1 -2 mm)..
End of Boring
M
O
H
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U)
U)
O
a
w
LL
co
U)
O
a
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Q
O
boring ueSlgnaiion Its - "I "I -hJ -b
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Ponar Sampler Q MANUAL HAMMER
DISTURBED i UNDISTURBED (UD)
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATE BORING 10 -06 -11 14:11 10 -06 -11 14:12
16. ELEVATION TOP OF BORING -6.8 Ft.
17. TOTAL RECOVERY FOR BORING 1 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
o�
REC. CQ REMARKS
GOfN
1Z FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
59
—NuI – v.v - i.v
Mean (mm): 0.23, Phi Sorting: 0.47
Fines (230): 0.25% (SP)
M
5
IW
Ili6y
20
7

DRILLING LOG I DIVISION
1. PROJECT am
New Topsail Inlet Maintenance Dredging
Town of Topsail Beach, North Carolina FNC INFERS * S 1RVEY
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -GS -7 X = 2,406,484 Y = 216,036
3. DRILLING AGENCY : CONTRACTOR FILE NO.
i
Gahagan & Bryant Associates, Inc.
4. NAME OF DRILLER
J. Pratt
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 1.0 Ft.
a
ELEV. DEPTH W CLASSIFICATION OF MATERIALS
(ft) (ft) W Depths and elevations based on measured vas
-6.7 0.0
Sand -light tan, fine grained, very well sort
-7.7 1.0 very clean quartz sand..
End of Boring
M
O
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c�
Cn
Cn
O
a
w
0
LL
co
Cn
O
a
w
Q
O
boring ueslgnailon
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Ponar Sampler Q MANUAL HAMMER
DISTURBED i UNDISTURBED (UD)
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATE BORING 10 -06 -11 14:15 10 -06 -11 14:16
16. ELEVATION TOP OF BORING -6.7 Ft.
17. TOTAL RECOVERY FOR BORING 1 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
o�
REC. CQ REMARKS
GOfN
1Z FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
60
—NuI - v.v - i.v
Mean (mm): 0.20, Phi Sorting: 0.32
Fines (230): 0.35% (SP)
M
5
IW
Ili6y
20
7

M
O
c�
U)
U)
O
a
w
LL
co
U)
O
a
w
Q
O
DRILLING LOG
I DIVISION
1. PROJECT
New Topsail Inlet
Maintenance Dredging
am
Town of Topsail Beach, North Carolina
FNC INFERS * S 1RVEY
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -VB -4
X = 2,404,400 Y = 217,344
3. DRILLING AGENCY
i CONTRACTOR FILE NO.
American Vibracore Services
4. NAME OF DRILLER
S. Kemnuir
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL
i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 13.5 Ft.
a
ELEV.
DEPTH
W
CLASSIFICATION OF MATERIALS
(ft)
(ft)
W
Depths and elevations based on measured vas
-5.0
0.0
Sand -light tan, fine to medium grained,
sorted very clean quartz sand. trace shel
(SW).
12.2
7.2
Sand -light tan to greyish tan, medium
grained, well sorted quartz sand. Moder
shell hash (2 -3 mm), trace organics (wo
_1A A
QA
_
sticks). Shell lens (aD -15.8' to - 16.3', (S
No Recovery.
End of Boring
boring ueSlgnaiion I b - "I "I -vb -4
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT 4.0 In.
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Vibracore Q MANUAL HAMMER
DISTURBED i UNDISTURBED (UD)
12. TOTAL SAMPLES i i
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATE BORING 10 -04 -11 08:36 10 -04 -11 08:43
16. ELEVATION TOP OF BORING -5.0 Ft.
17. TOTAL RECOVERY FOR BORING 8.9 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
o�
REC. CQ REMARKS
GOfN
well Sample #1, Depth = 0.0'- 7.2'
Is, 1 Mean (mm): 0.24, Phi Sorting: 0.40
Fines (230): 0.40% (SP)
Sample #2, Depth = 7.2'- 9.4'
ate 2 Mean (mm): 0.53, Phi Sorting: 0.96
W) Fines (230): 0.85%
LLI
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
61
M
5
IW
lib".
20
7

M
O
H
c�
Cn
0
a
w
0
LL
co
U)
O
a
w
Q
O
DRILLING LOG DIVISION
1. PROJECT
New Topsail Inlet Maintenance Dredging
Town of Topsail Beach, North Carolina FNC INFERS * S 1RVEY P•-
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -VB -5 X = 2,403,564 Y = 217,609
3. DRILLING AGENCY CONTRACTOR FILE NO.
i
American Vibracore Services
4. NAME OF DRILLER
S. Kemnuir
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 13.0 Ft.
a
ELEV. DEPTH W CLASSIFICATION OF MATERIALS
(ft) (ft) W Depths and elevations based on measured value.,
-8.0 0.0
Sand -tan, fine to medium grained, very well
sorted clean quartz sand. Trace shell hash
(1 -2 mm), trace whole shells (< 2 cm), (SW).
-177 Q7 ° ol
WA Kim Bill
No Recovery.
End of Boring
boringueSlgnaiion Ib-- i - i -vb -o
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT 4.0 In.
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Vibracore Q MANUAL HAMMER
TOTAL SAMPLES
12. DISTURBED i UNDISTURBED (UD)
i i
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATE BORING ' 10 -03 -11 08:48 10 -03 -11 09:00
16. ELEVATION TOP OF BORING -8.0 Ft.
17. TOTAL RECOVERY FOR BORING 9.2 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
o�
REC. CQ REMARKS
GOfN
1Z FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
62
Sample #1, Depth = 0.0'- 9.2'
1 Mean (mm): 0.24, Phi Sorting: 0.46
Fines (230): 0.30%
M
5
IW
lib".
20
7

M
O
0
c�
Cn
Cn
O
a
w
0
LL
co
U)
O
a
w
Q
O
DRILLING LOG
DIVISION
1. PROJECT
New Topsail Inlet
Maintenance Dredging
Town of Topsail Beach, North Carolina
FNC INFERS * S 1RVEY P•-
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -VB -6
X = 2,402,870 Y = 217,470
3. DRILLING AGENCY
i CONTRACTOR FILE NO.
American Vibracore Services
4. NAME OF DRILLER
S. Kemnuir
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL
i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 11.0 Ft.
a
ELEV.
DEPTH
W
CLASSIFICATION OF MATERIALS
(ft)
(ft)
W
Depths and elevations based on measured values
-10.0
0.0
Sand - greyish tan, fine to medium grained,
very well sorted quartz sand. Small amounts
shell hash (1 -2 mm)., (SW).
14.8
4.8
Sand -grey to greyish tan, medium grained,
well sorted quartz sand. Abundant shell hash
(1 -3 mm) and shell fragments (< 10 cm).,
(SW).
-17q
7q
o 0
No Recovery.
End of Boring
boringueSlgnaiion Ib-- i - i -vb -t)
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT 4.0 In.
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Vibracore Q MANUAL HAMMER
TOTAL SAMPLES
12. DISTURBED i UNDISTURBED (UD)
i i
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATE BORING ' 10 -03 -11 07:58 10 -03 -11 08:24
16. ELEVATION TOP OF BORING -10.0 Ft.
17. TOTAL RECOVERY FOR BORING 7.9 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
o�
REC. CQ REMARKS
GOfN
1Z FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
63
Sample #1, Depth = 0.0'- 4.8'
1 Mean (mm): 0.23, Phi Sorting: 0.42
Fines (230): 0.10%
Sample #2, Depth = 4.8'- 7.9'
2 Mean (mm): 0.62, Phi Sorting: 1.14
Fines (230): 0.35%
M
5
in
Ili6y
20
7

DRILLING LOG D
DIVISION
1. PROJECT
New Topsail Inlet M
Maintenance Dredging
Town of Topsail Beach, North Carolina F
FNC INFERS * S 1RVEY P•-
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -VB -7 X
X = 2,402,024 Y = 217,452
3. DRILLING AGENCY C
CONTRACTOR FILE NO.
i
American Vibracore Services
4. NAME OF DRILLER
S. Kemnuir
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i
i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 14.5 Ft.
a
ELEV. D
DEPTH W
W C
CLASSIFICATION OF MATERIALS
(ft) (
(ft) T
M
O
H
c�
U)
U)
a
w
LL
co
Cn
O
a
w
Q
O
No Recovery.
End of Boring
boringueSlgnaiion Ib-- i - i -vb -/
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT 4.0 In.
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Vibracore Q MANUAL HAMMER
12.
DISTURBED i UNDISTURBED (UD)
i i
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATE BORING 10 -02 -11 08:06 10 -02 -11 08:18
16. ELEVATION TOP OF BORING -7.0 Ft.
17. TOTAL RECOVERY FOR BORING 13.5 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
0.4
s REC. CQ 4. REMARKS
GOfN
1Z FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
64
Sample #1, Depth = 0.0'- 2.9'
1 Mean (mm): 0.40, Phi Sorting: 1.10
Fines (230): 0.65%
Sample #2, Depth = 2.9'- 4.8'
2 Mean (mm): 0.27, Phi Sorting: 0.66
Fines (230): 0.25%
I
M
5
IW
Ili6y
20
5

M
0
0
c�
0
0
LL
co
U)
O
a
w
Q
O
DRILLING LOG I DIVISION
1. PROJECT am
New Topsail Inlet Maintenance Dredging
Town of Topsail Beach, North Carolina FNC INFERS * S 1RVEY
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -VB -7A X = 2,402,024 Y = 217,452
3. DRILLING AGENCY CONTRACTOR FILE NO.
i
American Vibracore Services
4. NAME OF DRILLER
S. Kemnuir
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 5.4 Ft.
0
ELEV. DEPTH W CLASSIFICATION OF MATERIALS
(ft) (ft) W Depths and elevations based on measured vas
-7.0 0.0
Jetted down 7 feet to -14 MLW..
V Sand -tan, fine to medium grained, very well
-14.8 7.8 sorted quartz sand. Small amounts of shell
hash (1 -2 mm) increasing in abundance
down core. Same as Sample #2 taken from
TB- 11- VB -7., (SW).
Sand -tan, fine to mediume grained,
moderately well sorted quartz sand.
Abundant shell hash (3 -10 mm) and
moderate whole shells (< 8 cm). Layer of
reduced shell hash and whole shells @ -15.9'
19.4 12.4 to - 17.0'. Same as Sample 1 taken from
TB- 1- VB -7.. (SW).
End of Boring
boring ueSlgnaiion I b - "I "I -Vb -/A
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT 4.0 In.
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Vibracore Q MANUAL HAMMER
TOTAL SAMPLES
12. DISTURBED i UNDISTURBED (UD)
i i
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATE BORING 10 -02 -11 09:00 10 -02 -11 09:15
16. ELEVATION TOP OF BORING -7.0 Ft.
17. TOTAL RECOVERY FOR BORING 12.4 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
o�
REC. CQ REMARKS
GOfN
1Z FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
65
Sample #2, Depth = 7.0'- 7.8'
1 1 Sample #1, Depth = 7.8'- 12.4'
M
5
in
lib".
20
7

M
O
H
c�
Cn
Cn
O
a
w
0
LL
co
Cn
O
a
w
Q
O
DRILLING LOG DIVISION
1. PROJECT
New Topsail Inlet Maintenance Dredging
Town of Topsail Beach, North Carolina FNC INFERS * S 1RVEY P•-
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -VB -8 X = 2,401,553 Y = 218,106
3. DRILLING AGENCY CONTRACTOR FILE NO.
i
American Vibracore Services
4. NAME OF DRILLER
S. Kemnuir
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 14.0 Ft.
a
ELEV. DEPTH W CLASSIFICATION OF MATERIALS
(ft) (ft) W Depths and elevations based on measured TOTAL SAMPLES value
-6.1 0.0
boringueSlgnaiion Ib-- i- i -vb -t9
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT 4.0 In.
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Vibracore Q MANUAL HAMMER
12.
DISTURBED i UNDISTURBED (UD)
i i
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATE BORING ' 09 -30 -11 15:55 09 -30 -11 16:10
16. ELEVATION TOP OF BORING -6.1 Ft.
17. TOTAL RECOVERY FOR BORING 9 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
0.4
s REC. CQ 4. REMARKS
GOfN
Sand -light greyish tan, fine to medium
grained, very well sorted quartz sand. Trace Sample #1, Depth = 0.0'- 7.4'
shell hash (1 -2 mm). Slightly coarser layer 1 Mean (mm): 0.23, Phi Sorting: 0.38
with increased shell hash from -10.3' to Fines (230): 0.10% (SP)
11.2'., (SW).
o
-13.5 7.4
Sand -tan, medium grained, well sorted Sample #2, Depth = 7.4'- 9.0'
Few whole shells at bottom) of core (< 6 m) 2 Mean (mm): 0.460 Phi Sorting: 0.69
-15.1 9.0 ) Fines (230): 0.60%
No Recovery.
End of Boring
1Z FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
66
M
5
IW
lib".
20
5

DRILLING LOG D
DIVISION
1. PROJECT
New Topsail Inlet M
Maintenance Dredging
Town of Topsail Beach, North Carolina F
FNC INFERS * S 1RVEY P•-
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -VB -9 X
X = 2,401,736 Y = 219,385
3. DRILLING AGENCY C
CONTRACTOR FILE NO.
i
American Vibracore Services
4. NAME OF DRILLER
S. Kemnuir
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i
i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 14.5 Ft.
a
ELEV. D
DEPTH W
W C
CLASSIFICATION OF MATERIALS
(ft) (
(ft) T
M
O
H
c�
Cn
Cn
O
W
0
LL
co
Cn
O
a
w
Q
O
No Recovery.
End of Boring
boringueSlgnaiion Ib-- i - i -vb -y
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT 4.0 In.
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Vibracore Q MANUAL HAMMER
12.
DISTURBED i UNDISTURBED (UD)
i i
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATE BORING ' 09 -29 -11 15:00 09 -29 -11 15:40
16. ELEVATION TOP OF BORING -2.9 Ft.
17. TOTAL RECOVERY FOR BORING 9.1 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
0.4
s REC. CQ 4. REMARKS
GOfN
1Z FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
67
Sample #1, Depth= 0.0'- 2.1'
1 Mean (mm): 0.30, Phi Sorting: 0.75
Fines (230): 0.30%
Sample #2, Depth = 2.1'- 5.8'
2 Mean (mm): 0.25, Phi Sorting: 0.50
Fines (230): 0.50% (SP)
E
M
5
IW
Ili6y
20
5

M
O
0
c�
Cn
Cn
O
a
w
0
LL
co
Cn
O
a
w
Q
O
DRILLING LOG
I DIVISION
1. PROJECT
New Topsail Inlet
Maintenance Dredging
GBA
Town of Topsail Beach, North Carolina
FNC INFERS * S 1RVEY P•-
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -VB -10
X = 2,402,169 Y = 220,028
3. DRILLING AGENCY
i CONTRACTOR FILE NO.
American Vibracore Services
4. NAME OF DRILLER
S. Kemnuir
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL
i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 14.5 Ft.
a
ELEV.
DEPTH
W
CLASSIFICATION OF MATERIALS
(ft)
(ft)
W
Depths and elevations based on measured value
-2.1
0.0
Sand -light greyish tan, fine to medium
grained, well sorted quartz sand. Small
amounts of shell hash (1 -3 mm) and trace
whole shells (< 4 cm). Slightly coarser
medium grained sand with increased shell
hash @ -8.2' to - 9.3'., (SW).
-12.0
9.9
°
No Recovery.
End of Boring
boringueSlgnaiion Ib-- i - i- vb - -iu
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT 4.0 In.
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Vibracore Q MANUAL HAMMER
TOTAL SAMPLES
12. DISTURBED i UNDISTURBED (UD)
i i
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATE BORING ' 09 -29 -11 14:20 09 -29 -11 14:35
16. ELEVATION TOP OF BORING -2.1 Ft.
17. TOTAL RECOVERY FOR BORING 9.9 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
o�
REC. CQ REMARKS
GOfN
1Z FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
68
Sample #1, Depth = 0.0'- 9.9'
1 Mean (mm): 0.26, Phi Sorting: 0.60
Fines (230): 0.30%
M
5
in
Ili6y
20
7

M
o_
0
c�
Cn
Cn
O
a
w
0
LL
co
Cn
O
a
w
Q
O
DRILLING LOG DIVISION
1. PROJECT
New Topsail Inlet Maintenance Dredging
Town of Topsail Beach, North Carolina FNC INFERS * S 1RVEY P•-
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -VB -11 X = 2,402,863 Y = 220,510
3. DRILLING AGENCY CONTRACTOR FILE NO.
i
American Vibracore Services
4. NAME OF DRILLER
S. Kemnuir
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 14.5 Ft.
a
ELEV. DEPTH W CLASSIFICATION OF MATERIALS
(ft) (ft) W Depths and elevations based on measured value
-3.7 0.0
Sand -tan, fine to medium grained, very well
sorted quartz sand. Trace shell hash (1 -2
-5.5 1.8 mm)., (SW).
° Sand -light grey to greyish tan, fine to medium
grained, very well sorted quartz sand. Trace
shell hash (1 -2 mm)., (SW).
5ana -grey to aarK grey, very tine to tine
-14.4 10.7 grained, moderately well sorted silty sand.
Abundant whole shells.. (SW -SM).
No Recovery.
End of Boring
boring ueSlgnaiion I b - -i - i -vb - -i -i
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT 4.0 In.
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Vibracore Q MANUAL HAMMER
DISTURBED i UNDISTURBED (UD)
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATE BORING ' 09 -29 -11 13:45 09 -29 -11 13:58
16. ELEVATION TOP OF BORING -3.7 Ft.
17. TOTAL RECOVERY FOR BORING 10.7 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
0.4
s REC. CQ 4. REMARKS
GOfN
LLI
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
69
I
Sample #1, Depth = 1.8'- 9.5'
1 Mean (mm): 0.21, Phi Sorting: 0.33
Fines (230): 0.25% (SP)
Sample #2, Depth = 9.5' - 10.7'
2 Mean (mm): 0.29, Phi Sorting: 0.98
Fines (230): 2.25%
M
5
in
lib".
20
7

M
O
0
C7
Cn
Cn
O
a
w
0
LL
co
Cn
O
a
w
Q
O
DRILLING LOG
I DIVISION
1. PROJECT
New Topsail Inlet
Maintenance Dredging
Town of Topsail Beach, North Carolina
FNC INFERS * S 1RVEY P•-
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -VB -12
X = 2,403,501 Y = 220,577
3. DRILLING AGENCY
i CONTRACTOR FILE NO.
American Vibracore Services
4. NAME OF DRILLER
S. Kemnuir
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL
i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 14.5 Ft.
a
ELEV.
DEPTH
W
CLASSIFICATION OF MATERIALS
(ft)
(ft)
W
Depths and elevations based on measured value
-1.8
0.0
Sand -tan, fine grained, very well sorted
-2.9
1.1
quartz sand. Trace shell hash., (SW).
Sand - greyish tan, fine grained, very well
sorted quartz sand. Trace shell hash. Sand
becomes lightly coarser (fine to medium
grained) @ -10.7' to - 12.1'., (SW).
-191
in �
°
No Recovery.
End of Boring
boringueSlgnaiion Ib-- i - i - vb - -iz
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT 4.0 In.
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Vibracore Q MANUAL HAMMER
TOTAL SAMPLES
12. DISTURBED i UNDISTURBED (UD)
i i
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATE BORING ' 09 -29 -11 11:28 09 -29 -11 11:54
16. ELEVATION TOP OF BORING -1.8 Ft.
17. TOTAL RECOVERY FOR BORING 14.5 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
o.4
E4 REMARKS
RC. Cg
mN
1
1Z FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
70
Sample #1, Depth = 1.1'- 10.3'
1 Mean (mm): 0.24, Phi Sorting: 0.57
Fines (230): 0.30% (SP)
M
5
in
Ili6y
20
7

M
0
C7
U)
0
a
w
LL
co
U)
O
a
w
Q
O
DRILLING LOG DIVISION
1. PROJECT
New Topsail Inlet Maintenance Dredging
Town of Topsail Beach, North Carolina FNC INFERS * S 1RVEY P•-
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -VB -13 X = 2,403,646 Y = 220,178
3. DRILLING AGENCY CONTRACTOR FILE NO.
i
American Vibracore Services
4. NAME OF DRILLER
S. Kemnuir
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 12.5 Ft.
a
ELEV. DEPTH W CLASSIFICATION OF MATERIALS
(ft) (ft) W Depths and elevations based on measured value
-8.3 0.0
Sand -light greyish tan to tan (top 1.3' of core
is orangish tan in color), fine to medium
grained, very well sorted quartz sand. Trace
° shell hash (1 -2 mm), very few whole shells.
Clay ball ( -5 cm.) @ - 12.9'. Abundant whole
shells at bottom 0.3' of core., (SW).
-17R qr,
No Recovery.
End of Boring
1Z FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
71
boring ueSlgnaiion I b - -i - i -vb - -i S
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT 4.0 In.
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Vibracore Q MANUAL HAMMER
DISTURBED i UNDISTURBED (UD)
12. TOTAL SAMPLES i i
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATE BORING ' 09 -30 -11 15:12 09 -30 -11 15:25
16. ELEVATION TOP OF BORING -8.3 Ft.
17. TOTAL RECOVERY FOR BORING 9.5 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
o�
s REC. CQ REMARKS
GOfN
Sample #1, Depth = 0.0'- 9.5'
1 Mean (mm): 0.28, Phi Sorting: 0.62
Fines (230): 0.20%
M
5
in
lib".
20
5

M
O
H
c�
Cn
Cn
W
0
LL
co
Cn
O
a
w
Q
O
DRILLING LOG I DIVISION
1. PROJECT am
New Topsail Inlet Maintenance Dredging
Town of Topsail Beach, North Carolina FNC INFERS * S 1RVEY P•
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -VB -14 X = 2,404,425 Y = 220,664
3. DRILLING AGENCY CONTRACTOR FILE NO.
i
American Vibracore Services
4. NAME OF DRILLER
S. Kemnuir
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 14.5 Ft.
a
ELEV. DEPTH W CLASSIFICATION OF MATERIALS
(ft) (ft) W Depths and elevations based on measured valu
-3.0 0.0
Sand -tan to grey, fine to medium grained,
very well sorted quartz sand. Trace shell
hash., (SW).
iRR 19R o 0
No Recovery.
End of Boring
boring ueSlgnaiion I b - "I "I- vb - "14
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT 4.0 In.
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Vibracore Q MANUAL HAMMER
TOTAL SAMPLES
12. DISTURBED i UNDISTURBED (UD)
i i
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATE BORING ' 09 -30 -11 14:44 09 -30 -11 14:50
16. ELEVATION TOP OF BORING -3.0 Ft.
17. TOTAL RECOVERY FOR BORING 12.9 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
o�
REC. CQ REMARKS
GOfN
1Z FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
72
Sample #1, Depth = 0.0'- 12.8'
1 Mean (mm): 0.23, Phi Sorting: 0.49
Fines (230): 0.00%
M
5
IW
lib".
20
7

M
0
0
c�
Cn
Cn
O
W
0
LL
co
Cn
O
a
w
Q
O
DRILLING LOG
DIVISION
1. PROJECT
New Topsail Inlet
Maintenance Dredging
Town of Topsail Beach, North Carolina
FNC INFERS * S 1RVEY P•-
2. BORING DESIGNATION i LOCATION COORDINATES
TB- 11 -VB -15
X = 2,405,454 Y = 221,106
3. DRILLING AGENCY
i CONTRACTOR FILE NO.
American Vibracore Services
4. NAME OF DRILLER
S. Kemnuir
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL
i VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
8. TOTAL DEPTH OF BORING 14.0 Ft.
a
ELEV.
DEPTH
W
CLASSIFICATION OF MATERIALS
(ft)
(ft)
W
Depths and elevations based on measured values
-7.7
0.0
Sand - greyish tan, fine grained, very well
sorted quartz sand. Trace shell hash (1 -2
mm) and whole shells (2 -3 cm). Becomes
coarser (fine to medium grained sand) @
12.9' to -14'., (SW).
-14.0
6.3
Sand - greyish tan, fine to medium grained,
well sorted quartz sand. Abundant shell hash
(2 -5 mm)., (SW).
-17.5
9.8
o e
No Recovery.
End of Boring
boringueSlgnaiion Ib-- i - i - vb - -io
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT 4.0 In.
10. COORDINATE SYSTEM/DATUM :HORIZONTAL i VERTICAL
North Carolina State Plane NAD 1983 MLW
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
Vibracore Q MANUAL HAMMER
TOTAL SAMPLES
12. DISTURBED i UNDISTURBED (UD)
i i
13. TOTAL NUMBER CORE BOXES
14. ELEVATION GROUND WATER
STARTED i COMPLETED
15. DATEBOR/NG ' 10 -01 -11 18:53 10 -01 -11 19:03
16. ELEVATION TOP OF BORING -7.7 Ft.
17. TOTAL RECOVERY FOR BORING 9.8 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
JCP
o�
REC. CQ REMARKS
GOfN
1Z FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
73
Sample #1, Depth = 0.0'- 6.3'
1 Mean (mm): 0.34, Phi Sorting: 1.07
Fines (230): 0.30%
Sample #2, Depth = 6.3'- 9.8'
2 Mean (mm): 0.82, Phi Sorting: 1.06
Fines (230): 0.25%
M
5
in
lib".
20
5

Boring Designation TBVC -07 -02
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
74
5
BE
67
20
25
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
OF 1 SHEETS
1. PROJECT
CPE''
9• SIZE AND TYPE OF BIT 3.0 In.
Topsail Beach Sand Search
10. COORDINATE SYSTEM /DATUM : HORIZONTAL : VERTICAL
North Carolina
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION : LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER
TBVC -07 -02 X = 2,407,685 Y = 216,446
Pneumatic Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
America Vibracore, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Fred Kaub
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
:STARTED :COMPLETED
® VERTICAL :VERTICAL :
Q INCLINED i i
15. DATE BORING : 06 -26 -07 09:13 06 -26 -07 09:16
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -28.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 17.2 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 20.0 Ft.
KW
ELEV.
DEPTH
o
w
CLASSIFICATION OF MATERIALS
%
�J
KIL
REMARKS
(ft)
(ft)
W
Depths and elevations based on measured values
REC.
OQ
-28.0
0.0
1
my
Shell Hash calculated from Asual estimate of shell <4.75mm and >2.8mm.
SAND, fine grained, quartz, trace shell hash,
Sample #1, Depth = 1.5'
trace silt, (0.75'x0.5 ") shell fragment @15,
1
Mean (mm):0.16, Phi Sorting:0.72
gray (5Y -6/1), (SP).
Shell Hash:1 %, Fines (230):2.40% (SP)
-30.1
2.1
SAND, fine grained, quartz, trace shell hash,
trace silt, shell hash layer from 4.8' to 5.0',
Sample #2, Depth = 5.5'
(0.75 "x3.0 ") silt pocket @ 2.1', shell fragment
2
Mean (mm):0.15, Phi Sorting:0.75
(1.0 "x1.5 ") @ 45, (2) 1.0" @ 4.9' and 5.6', dark
Shell Hash:1 %, Fines (230):4.44% (SP)
gray (5Y -4/1), (SP).
34.2
6.2
Sample #4, Depth = 6.4'
Mean (mm):1.82, Phi Sorting:2.42
Shell Hash:25 %, Fines (230):3.34% (SW)
-34.8
6.8
SAND, little shell hash, trace shell fragments,
trace whole shell, whole shells up to 2.5 ", dark
4
gray 5Y -4/1 (S M.
3
Sample #3, Depth = 7.3'
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
-36.2
8.2
Mean (mm):0.17, Phi Sorting:0.73
Shell Hash:1 %, Fines (230):3.23% (SP)
hash pockets (1.0 "05') @ 7.2' and (1.0 "x3.0")
6
@ 7.8', 1.5" shell fragment @ 7.3', gray
0
5Y -5/1 (SP).
-38.4
10.4
Shelly SAND, little silt, shell component is some
shell hash, little shell fragments and trace whole
shells up to 2.5 ", (3.0 "x2.5 ") whole shell @ 8.9',
gray 5Y -5/1 G .
-389
109
-39.6
11.6
o
SAND, fine grained, quartz, trace shell hash,
trace silt, trace shell fragments up to 1.0 ",
(2.0'x0.75 ") shell fragment @ 107, olive gray
5Y -5/2 SP -SM .
SAND, fine grained, quartz, little shell hash,
trace silt, trace shell fragments up to 1.5 ",
(1.0 "x1.5 ") shell fragment @ 11.2', gray
5Y -5/1 SW -SM .
SAND, fine grained, quartz, little silt, trace shell
hash, 1.0" clay pockets @ 14.4' and 15.3 ", 1.0"
-45.2
17.2
rock fragment @ 15.4', olive gray (5Y -4/2),
SP -SM .
No Recovery.
-48.0
20.0
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
74
5
BE
67
20
25

No Recovery.
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
75
Dill
IN
167
5
DUlilly UUZfl lldLlUll I DVIi -Ut -UU
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
OF 1 SHEETS
1. PROJECT
CPE''
9•
SIZE AND TYPE OF BIT 3.0 In.
Topsail Beach Sand Search
10. COORDINATE SYSTEM /DATUM : HORIZONTAL : VERTICAL
North Carolina
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION : LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER
TBVC -07 -06
X = 2,406,364 Y = 216,577
Pneumatic Q MANUAL HAMMER
3. DRILLING AGENCY
CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
America Vibracore, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
Fred Kaub
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING
i DEG. FROM i BEARING
:STARTED :COMPLETED
® VERTICAL :VERTICAL :
Q INCLINED
i i
15. DATE BORING : 06 -26 -07 12:45 06 -26 -07 12:51
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -10.4 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 9.6 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 11.6 Ft.
KW
o
�J
ELEV.
DEPTH
w
CLASSIFICATION OF MATERIALS
%
KIL
REMARKS
(ft)
(ft)
W
Depths and elevations based on measured values
REC.
OQ
-10.4
0.0
J
my
Shell Hash calculated from Asual estimate of shell <4.75mm and >2.8mm.
Sample #1, Depth = 1.5'
1
Mean (mm):0.23, Phi Sorting:0.53
Shell Hash:1 %, Fines (230):1.39% (SP)
SAND, fine grained, quartz, trace shell
fragments, trace shell hash, trace silt, shell
fragments up to 1.0 ", shell hash layers from 3.1'
to 3.3' and 4.4' to 45, silt lamina @ 3.3;
(1.0 "x15) silt pockets @ 6.0', 8.9', and 9.1',
Sample #2, Depth = 5.2'
(0.25 "x3 ") shell hash pocket @ 9.2', shell
2
Mean (mm):0.18, Phi Sorting:0.35
fragments (3)(1 "x.75 ") @ 4.3' and (1.0 "x1.5 ") @
Shell Hash:1 %, Fines (230):0.90% (SP)
4.4', (1.0 "x0.75 ") rock fragments @ 3.1'and
37, (2.0 "x1.0 ") whole shell @ 3.2', gray
(5Y -6/1), (SP).
Sample #3, Depth = 9.0'
3
Mean (mm):0.21, Phi Sorting:0.46
Shell Hash:1 %, Fines (230):1.23% (SP)
- ?n n
a F
.'.'.
No Recovery.
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
75
Dill
IN
167
5

Boring Designation TBVC -07 -11
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
76
5
BE
61
20
25
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
OF 1 SHEETS
1. PROJECT
CPE''
9• SIZE AND TYPE OF BIT 3.0 In.
Topsail Beach Sand Search
10. COORDINATE SYSTEM /DATUM : HORIZONTAL : VERTICAL
North Carolina
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION : LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER
TBVC -07 -11 X = 2,406,765 Y = 216,129
Pneumatic Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
America Vibracore, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Fred Kaub
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
:STARTED :COMPLETED
® VERTICAL :VERTICAL :
Q INCLINED i i
15. DATE BORING : 06 -27 -07 09:25 06 -27 -07 09:42
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -16.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 8.3 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 10.0 Ft.
CD
o
�J
ELEV.
DEPTH
w
CLASSIFICATION OF MATERIALS
%
KIL
REMARKS
(ft)
(ft)
W
Depths and elevations based on measured values
REC.
OQ
-16.0
0.0
J
my
Shell Hash calculated from Asual estimate of shell <4.75mm and >2.8mm.
Sample #1, Depth = 4.5'
1
Mean (mm):0.16, Phi Sorting:0.32
Shell Hash:1 °k, Fines (230):1.27 °k (SP)
SAND, fine grained, quartz, trace shell hash,
trace silt, (2) 0.75" silt pockets @ 7.2', (2) 0.25"
clay pockets @ 77, light gray (5Y -7/1), (SP).
Sample #2, Depth = 7.0'
2
Mean (mm):0.17, Phi Sorting:0.38
Shell Hash:1 %, Fines (230):1.44% (SP)
24.3
8.3
No Recovery.
-26.0
10.0
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
76
5
BE
61
20
25

Boring Designation TBVC -07 -15
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
77
5
BE
61
20
25
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
OF 1 SHEETS
1. PROJECT
CPE''
9• SIZE AND TYPE OF BIT 3.0 In.
Topsail Beach Sand Search
10. COORDINATE SYSTEM /DATUM : HORIZONTAL : VERTICAL
North Carolina
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION : LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER
TBVC -07 -15 X = 2,406,052 Y = 215,803
Pneumatic Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
America Vibracore, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
Fred Kaub
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
:STARTED :COMPLETED
® VERTICAL :VERTICAL :
Q INCLINED i i
15. DATE BORING : 06 -28 -07 08:35 06 -28 -07 08:45
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -16.6 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 8.6 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 10.0 Ft.
CD
o
�J
ELEV.
DEPTH
w
CLASSIFICATION OF MATERIALS
%
KIL
REMARKS
(ft)
(ft)
W
Depths and elevations based on measured values
REC.
OQ
-16.6
0.0
J
my
Shell Hash calculated from Asual estimate of shell <4.75mm and >2.8mm.
Sample #1, Depth = 3.5'
1
Mean (mm):0.15, Phi Sorting:0.33
SAND, fine grained, quartz, trace coral, trace
Shell Hash:1 %, Fines (230):1.25% (SP)
shell fragments, trace shell hash, trace silt, silt
distributed in pockets and laminae, shell hash
lamina @ 2.0'; (1.0"05') shell fragment @
8.2', light gray (5Y -7/1), (SP).
Sample #2, Depth = 7.1'
2
Mean (mm):0.16, Phi Sorting:0.41
Shell Hash:1 %, Fines (230):1.63% (SP)
-25.2
8.6
No Recovery.
-26.6
10.0
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
77
5
BE
61
20
25

Boring Designation TOPCRK -1
DRILLING LOG
DIVISION
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Topsail Beach Renourishment
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Topsail Beach, North Carolina
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
TOPCRK -1 X = 2,402,876 Y = 222,397
Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
Gahagan & Bryant Associates, Inc. i
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
GBA
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED i COMPLETED
® VERTICAL i VERTICAL i
Q INCLINED i i
15. DATE BORING ' 04 -14 -10 04 -14 -10
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -7.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 10 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 11.2 Ft.
JMW
O
ceW
GIL
ELEV.
DEPTH
w CLASSIFICATION
OF MATERIALS
%
REMARKS
(ft)
(ft)
W
Depths and elevations based on measured values
REC.
OQ
-7.0
0.0
1
men
NO RECOVERY.
-8.3
1.3
Sample #1, Depth = 0.0'- 8.0'
1
Mean (mm): 0.23, Phi Sorting: 0.43
SAND, fine grain, quartz rich, trace silt, trace
Fines (230): 0.05% (SP)
shell hash, tan -brown to gray, (SP).
-15.0
8.0
'
Sample #2, Depth = 8.0'- 9.3'
SILTY SAND, very fine grain, trace quartz,
high silt percentage, shell fragments ( <0.5 ")
2
Sample not sieved - -below dredge depth
-16.3
9.3
8.4' to 8.6', q ray to black, SM .
Sample #3, Depth = 9.3'- 11.2'
SAND, fine grain, quartz rich, trace silt, trace
-17.9
10.9
shell hash, gray, (SP).
3
Sample not sieved - -below dredge depth
NO RECOVERY.
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
78
5
1
N".
20
25

Boring Designation TOPCRK -2
DRILLING LOG
DIVISION
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Topsail Beach Renourishment
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Topsail Beach, North Carolina
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
TOPCRK -2 X = 2,403,849 Y = 222,230
Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
Gahagan & Bryant Associates, Inc. i
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
GBA
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED i COMPLETED
® VERTICAL i VERTICAL i
Q INCLINED i i
15. DATE BORING ' 04 -14 -10 04 -14 -10
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -3.1 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 7.9 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 12.2 Ft.
JMW
O
ceW
ELEV.
DEPTH
w CLASSIFICATION
OF MATERIALS
%
GIL
REMARKS
(ft)
(ft)
W
Depths and elevations based on measured values
REC.
OQ
-3.1
0.0
m,n
NO RECOVERY.
-7.6
4.5
Sample #1, Depth = 0.0'- 12.2'
1
Mean (mm): 0.21, Phi Sorting: 0.41
o
Fines (230): 0.00% (SP)
SAND, fine grain, quartz rich, trace silt, trace
o
;
shell hash, gray, (SP).
c�
C
•
U
a
o
J
•
LL
a -14.8
11.7
(D. -15.3
12.2
NO RECOVERY.
W
Z
=
End of Boring
U
Y
Q
07l
W
0
U
J_
Q
a-
0
U
w
m
J
U)
0
H
U)
0
W
Q
J
LL
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
79
M
5
in
IINi
20
7

NO RECOVERY.
-9.61 3.5
Sample #1, Depth = 0.0'- 10.8'
1 Mean (mm): 0.22, Phi Sorting: 0.50
Fines (230): 0.24%
SAND, fine grain, quartz rich, trace silt, trace
'- shell hash, gray, (SP).
n
6
n
D
Y
i nr_ c nn n •
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
80
M
5
in
lib".
20
boring ueslgnailon I vruKK,j
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 3.0 In.
Topsail Beach Renourishment
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Topsail Beach, North Carolina
North Carolina State Plane NAD 1983
NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL
0 AUTO HAMMER
TOPCRK -3 X = 2,404,072 Y = 221,513
Vibracore
Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED
UNDISTURBED (UD)
12. TOTAL SAMPLES
Gahagan & Bryant Associates, Inc. i
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
GBA
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED
i COMPLETED
® VERTICAL i VERTICAL i
Q INCLINED i i
15. DATE BORING ' 04 -14 -10
04 -14 -10
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -6.1 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 7.5 Ft.
18.
SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 10.8 Ft.
JMW
C
"J
ELEV.
DEPTH
w
CLASSIFICATION OF MATERIALS
%
Ga
REMARKS
(ft)
(ft)
W
Depths and elevations based on measured values
REC.
OR
-6.1
0.0
m,n
NO RECOVERY.
-9.61 3.5
Sample #1, Depth = 0.0'- 10.8'
1 Mean (mm): 0.22, Phi Sorting: 0.50
Fines (230): 0.24%
SAND, fine grain, quartz rich, trace silt, trace
'- shell hash, gray, (SP).
n
6
n
D
Y
i nr_ c nn n •
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
80
M
5
in
lib".
20

Boring Designation TOPCRK -4
DRILLING LOG
DIVISION
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Topsail Beach Renourishment
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Topsail Beach, North Carolina
North Carolina State Plane NAD 1983 NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER
TOPCRK -4 X = 2,404,392 Y = 220,849
Vibracore Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED UNDISTURBED (UD)
Gahagan & Bryant Associates, Inc. i
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
GBA
14. ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED i COMPLETED
® VERTICAL i VERTICAL i
Q INCLINED i i
15. DATE BORING ' 04 -15 -10 04 -15 -10
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -4.6 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 7.8 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 10.4 Ft.
JMW
O
ceW
ELEV.
DEPTH
w CLASSIFICATION
OF MATERIALS
%
GIL
REMARKS
(ft)
(ft)
W
Depths and elevations based on measured values
REC.
OQ
-4.6
0.0
1
mm
NO RECOVERY.
-7.3
2.7
Sample #1, Depth = 0.0'- 10.4'
1
Mean (mm): 0.18, Phi Sorting: 0.35
Fines (230): 0.15% (SP)
SAND, fine grain, quartz rich, trace silt, trace
o
shell hash, gray, (SP).
i
c�
C
U
o
a -14.7
10.1
o -150
NO RECOVERY.
LL
a
End of Boring
c�
J
Z
Q
U
Y
Q
07l
W
0
U
CnJ_
Q
a-
0
U
w
m
J
Cn
0
H
Cn
Cn
0
W
Q
J
LL
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
81
M
5
in
IINi
20
7

n
s
-14.3
n
Y
L _1RR
NO RECOVERY.
SAND, fine grain, quartz rich, trace silt, shell
hash content high, tan - brown, (SP).
8.9 ..'.
NO RECOVERY.
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
82
Sample #1, Depth = 0.0'- 10.4'
1 Mean (mm): 0.29, Phi Sorting: 0.89
Fines (230): 0.03%
M
5
in
lib".
20
boring ueSlgnaiion bimumiV - "I
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
OF 1 SHEETS
1. PROJECT
9.
SIZE AND TYPE OF BIT 3.0 In.
Topsail Beach Renourishment
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Topsail Beach, North Carolina
North Carolina State Plane NAD 1983
NAVD 88
2. BORING DESIGNATION i LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL
0 AUTO HAMMER
BNKCHN -1 X = 2,408,189 Y = 222,800
Vibracore
Q MANUAL HAMMER
3. DRILLING AGENCY CONTRACTOR FILE NO.
DISTURBED
UNDISTURBED (UD)
12. TOTAL SAMPLES
Gahagan & Bryant Associates, Inc. i
4. NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
GBA
14.
ELEVATION GROUND WATER
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED
i COMPLETED
® VERTICAL i VERTICAL i
Q INCLINED i i
15. DATE BORING ' 04 -14 -10
04 -14 -10
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -5.4 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 7.2 Ft.
18.
SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 10.4 Ft.
JMW
C
"J
ELEV.
DEPTH
w
CLASSIFICATION OF MATERIALS
%
Ga
REMARKS
(ft)
(ft)
W
Depths and elevations based on measured values
REC.
OR
-5.4
0.0
m,n
n
s
-14.3
n
Y
L _1RR
NO RECOVERY.
SAND, fine grain, quartz rich, trace silt, shell
hash content high, tan - brown, (SP).
8.9 ..'.
NO RECOVERY.
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
82
Sample #1, Depth = 0.0'- 10.4'
1 Mean (mm): 0.29, Phi Sorting: 0.89
Fines (230): 0.03%
M
5
in
lib".
20

APPENDIX A
Section 2
Topsail Beach Nourishment Project
Vibracore Grain Size Distribution
83

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD
a 60 40
TI m
CD
Q)
50 50 E
0
LD. 40 60
(D
30 70
20 80
10 90
0 ILI 1 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol �Elev. (ft)� USCS �% Fines�% Organics�% Carbonates Median Mean Skew Kurt Sort Sample Information
#200 -0.39 1
New Topsail Inlet #1 #230 - 0.371 11.70 2.05 1.76 -1.55 7.44 0.75 Project Name: New Topsail Inlet Maintenance Dredging
Comments: COMPOSITE Analysis Date: 10-27-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft):
295-A N. Green Meadows Dr. Northing (Y, ft):
Wilmington, NC 28405-3933
07, In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MILW
84

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD )
0
a Q)
CD 60 40
TI m
(D
50 50 E
0
LD. 40 60
cQ
30 70
20 80
.. ... ...
.. ...... .
.. ... ...
... ...... .
... ... ...
... ......
... ... ...
.... ......
.... ......
.... ......
.... ......
10
0 i� - — — 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
— Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol Elev. (ft)� USCS % Fines % Organics % Carbonates� Median Mean Skew Kurt Sort Sample Information
#200 -0.35 1
TB- 11 -GS -1 -11.7 #230 - 0.351 11.60 2.15 2.04 -2.07 11.73 0.52 Project Name: New Topsail Inlet Maintenance Dredging
Comments: Analysis Date: 10-24-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,404,844
295-A N. Green Meadows Dr. Northing (Y, ft): 217,096
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MLW
85

Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD
a 60 40
TI m
CD
Q)
50 50 E
0
LD. 40 60
cQ
Q)
30 70
20 80
10 90
0 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol �Elev. (ft)� USCS �% Fines�% Organics�% Carbonates Median Mean Skew Kurt Sort Sample Information
#200 -0.20 1
TB- 11 -GS -2 -9.8 #230 - 0.201 11.60 1.07 0.67 0.06 3.42 0.84 Project Name: New Topsail Inlet Maintenance Dredging
Comments: Analysis Date: 10-24-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,405,259
295-A N. Green Meadows Dr. Northing (Y, ft): 216,974
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MLW
86

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD
a 60 40
TI m
CD
Q)
50 50 E
0
LD. 40 60
cQ
Q)
30 70
20 80
..... . ..
..... . ..
..... . ..
..... .. ..
..... .. ..
..... .. ..
..... .. ..
..... .. ..
..... .. ..
..... .. ..
0
10 90
0 1 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol Elev. (ft)� USCS % Fines % Organics % Carbonates� Median Mean Skew Kurt Sort Sample Information
#200 -0.15 1
TB- 11 -GS -3 -7.6 #230 - 0.151 11.60 1.3 1.1 -1.05 6.43 0.68 Project Name: New Topsail Inlet Maintenance Dredging
Comments: Analysis Date: 10-24-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,405,464
295-A N. Green Meadows Dr. Northing (Y, ft): 216,775
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MLW
87

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD
a 60 40
TI m
CD
(D
50 50 E
0
LD. 40 60
cQ
30 . . . . . . . . . . . 70
20 80
10 90
... ... 11 .. ..
0 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol �Elev. (ft)� USCS �% Fines�% Organics�% Carbonates Median Mean Skew Kurt Sort Sample Information
TB- 11 -GS -4 00 020� 11.60 1.52 1.33 -1.31 7.17 Project Name: New Topsail Inlet Maintenance Dredging
-6.8 ;"230: 0:20
Comments: Analysis Date: 10-25-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,405,753
295-A N. Green Meadows Dr. Northing (Y, ft): 216,527
Wilmington, NC 28405-3933
07, In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MILW
88

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD 2)
a
CD 60 .40
TI m
Q)
50 50 E
0
L. 40 60
cQ
Q)
30 70
20 80
10 90
0 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol Elev. (ft)� USCS � % Fines % Organics % Carbonates� Median Mean Skew Kurt Sort Sample Information
#200 - 0.401
TB- 11 -GS -5 -5.5 � SP �#230-0.401 11.60 1.96 1.95 -0.11 3.18 0.38 Project Name: New Topsail Inlet Maintenance Dredging
Comments: Analysis Date: 10-25-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,406,244
295-A N. Green Meadows Dr. Northing (Y, ft): 216,253
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MLW
89

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD )
0
a Q)
CD 60 40
TI m
Q)
50 50 E
0
LD. 40 60
cQ
Q)
30 R72 RRRR 70
20 80
10 90
0 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol Elev. (ft)� USCS � % Fines % Organics % Carbonates� Median Mean Skew Kurt Sort Sample Information
#200 - 0.251
TB- 11 -GS -6 -6.8 � SP �#230-0.251 11.60 2.21 2.11 -1.56 8.29 0.47 Project Name: New Topsail Inlet Maintenance Dredging
Comments: Analysis Date: 10-25-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,406,571
295-A N. Green Meadows Dr. Northing (Y, ft): 216,189
Wilmington, NC 28405-3933
07, In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MLW
:aR

O
Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD
a 60 40
TI m
CD
Q)
50 50 E
0
LD. 40 60
cQ
(D
30
70
20 80
10 90
F-1
01 1 1 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol �Elev. (ft)� USCS �% Fines�% Organics�% Carbonates Median Mean Skew Kurt Sort Sample Information
#200 -0.35 1
TB- 11 -GS -7 -6.7 � SP �#230-0.351 11.60 2.32 2.3 -1.38 12.52 0.32 Project Name: New Topsail Inlet Maintenance Dredging
Comments: Analysis Date: 10-25-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,406,484
295-A N. Green Meadows Dr. Northing (Y, ft): 216,036
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MLW
U

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CID 2)
a 60 40
TI m
CID
50 50 E
0
LD. 40 60
cQ
30 70
20 80
10 0
0
100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol Elev. (ft)� LISCS % Fines % Organics % Carbonates� Median Mean Skew Kurt Sort Sample Information
TB-1 1-VB-4 #1 -5.0 � SP #200 -0.40 1 14.50 2.11 2.04 -1.29 6.67 0.4 Project Name: New Topsail Inlet Maintenance Dredging
#230 - 0.401
Comments: Analysis Date: 10-12-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,404,400
295-A N. Green Meadows Dr. Northing (Y, ft): 217,344
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MLW
:ax

Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD
a 60 40
TI m
CD
Q)
50 50 E
0
LD. 40 60
cQ
Q)
30 70
20 80
10 90
0 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol �Elev. (ft)� USCS �% Fines�% Organics�% Carbonates Median Mean Skew Kurt Sort Sample Information
TB- 11 -VB-4 #2 -12.2 � SW #200 -0.85 1 14.50 1.37 0.91 -0.24 3.14 0.96 Project Name: New Topsail Inlet Maintenance Dredging
#230 - 0.851
Comments: Analysis Date: 10-13-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,404,400
295-A N. Green Meadows Dr. Northing (Y, ft): 217,344
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MLW
:ax

Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD
a Q)
CD 60 40
TI m
(D
50 50 E
0
LD.
40 60
Q)
0-
30 70
20 80
10 90
0 -i - E-4i 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol �Elev. (ft)� USCS �% Fines�% Organics�% Carbonates Median Mean Skew Kurt Sort Sample Information
#200 -0.30
TB-1 1-VB-5 #1 -8.0 '30 030 8.10 2.11 2.03 -2.16 13.16 0.46 Project Name: New Topsail Inlet Maintenance Dredging
Comments: Analysis Date: 10-24-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,403,564
295-A N. Green Meadows Dr. Northing (Y, ft): 217,609
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MILW
El

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 -T' 0
90 10
80 20
70 30
CD
a I I Q)
CD 60 40
TI m
Q)
50 50 E
0
LD. 40 60
cQ
30 70
20 80
10 90
0 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol Elev. (ft)� USCS % Fines % Organics % Carbonates� Median Mean Skew Kurt Sort Sample Information
TB-1 1-VB-6 #1 -10.0 #200 -0.10 17.60 2.15 2.09 -1.26 7.66 0.42 Project Name: New Topsail Inlet Maintenance Dredging
#230 - 0.101
Comments: Analysis Date: 10-14-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,402,870
295-A N. Green Meadows Dr. Northing (Y, ft): 217,470
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS lax 910-313-6822 Vertical System: MLW
:aR

M
0
0
c�
Cn
Cn
W
0
LL
Cn
J
a
Z
w
w
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD °�
CD
60 40
TI m
7 N
50 50
00 0
U
m ' 40 60
cQ
Q)
a
30 70
20 80
10 90
0 Le 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Sample Symbol Elev. (ft) USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort Sample Information
TB- 11 -VB -6 #2 14.8 #200 -0.35 17.60 1.4 0.69 0.37 2.22 1.14 Project Name: New Topsail Inlet Maintenance Dredging
#230 - 0.35 p
Comments: Analysis Date: 10 -14 -11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,402,870
295 -A N. Green Meadows Dr. Northing (Y, ft): 217,470
7.71r-, \—. Wilmington, NC 28405 -3933
In 910 - 313 -3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax 910 - 313 -6822 Vertical System: MLW
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD
a Q)
CD 60 40
TI m
50 50 E
0
LD.
40 60
Q)
30 70
20 80
10 90
... .. ... ..
0 [� ........ . . ..... 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol Elev. (ft)� USCS % Fines � % Organics % Carbonates� Median Mean Skew Kurt Sort Sample Information
TB-1 1-VB-7 #1 -7.0 #200 -0.65 17.50 1.83 1.32 -0.55 3.27 1.1 Project Name: New Topsail Inlet Maintenance Dredging
#230 - 0.651
Comments: Analysis Date: 10-14-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,402,024
295-A N. Green Meadows Dr. Northing (Y, ft): 217,452
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS lax 910-313-6822 Vertical System: MLW
N&

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD
a 60
CD 40
TI m
50 50 E
0
LD.
40 60
30 70
20 80
10 90
0 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol �Elev. (ft)� USCS �% Fines�% Organics�% Carbonates Median Mean Kew:=Kurt Sort Sample Information
TB- 11 -VB-7 #2 -9.9 #200 -0.25 1 17.50 2.05 1.89 -1.71 � 7.71 0.66 Project Name: New Topsail Inlet Maintenance Dredging
#230 - 0.251
Comments: Analysis Date: 10-14-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,402,024
295-A N. Green Meadows Dr. Northing (Y, ft): 217,452
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MLW
:aR

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD 2)
a Q)
CD 60 40
TI m
50 50 E
0
LD. 40 60
cQ
30 1 1 1 1 1 1 70
20 80
10 90
0 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol Elev. (ft)� USCS % Fines % Organics % Carbonates� Median Mean Skew Kurt Sort Sample Information
TB-1 1-VB-8 #1 -6.1 SP #200 -0.10 11.80 2.2 2.15 -1.14 6.42 0.38 Project Name: New Topsail Inlet Maintenance Dredging
#230 - 0.10
Comments: Analysis Date: 10-14-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,401,553
295-A N. Green Meadows Dr. Northing (Y, ft): 218,106
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS lax 910-313-6822 Vertical System: MLW
:ax

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD 2)
Q)
CD 60 40
TI m
50 50 E
0
LD. 40 60
cQ
30 1 1 1 1 70
20 . . . . . . 80
10 ...... 90
0 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol Elev. (ft)� USCS % Fines % Organics % Carbonates� Median Mean Skew Kurt Sort Sample Information
TB- 11 -VB-8 #2 -13.5 #200 -0.60 1 11.80 1.36 1.11 0.59 3.58 0.69 Project Name: New Topsail Inlet Maintenance Dredging
#230 - 0.601
Comments: Analysis Date: 10-14-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,401,553
295-A N. Green Meadows Dr. Northing (Y, ft): 218,106
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MLW
K11

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD
a 60 40
TI m
CD
(D
50 50 E
0
LD.
40 60
Q)
30 70
20 80
10 90
0
100
.... .. .. K
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol Elev. (ft)� USCS % Fines % Organics % Carbonates� Median Mean Skew Kurt Sort Sample Information
TB-1 1-VB-9 #1 -2.9 #200 -0.30 1 8.20 1.99 1.76 -1.69 6.8 0.75 Project Name: New Topsail Inlet Maintenance Dredging
#230 - 0.301
Comments: Analysis Date: 10-13-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,401,736
295-A N. Green Meadows Dr. Northing (Y, ft): 219,385
Wilmington, NC 28405-3933
07, In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MLW
on

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD
a 60 40
TI m
CD
Q)
50 50 E
0
LD. 40 60
cQ
Q)
30 70
20 80
10 ... .. 90
0 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol �Elev. (ft)� USCS �% Fines�% Organics�% Carbonates Median Mean Skew Kurt Soft Sample Information
TB- 11 -VB-9 #2 -5.0 � SP #200 -0.50 8.20 2.12 2.02 -2.44 13.6 Project Name: New Topsail Inlet Maintenance Dredging
30 050
Comments: Analysis Date: 10-13-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,401,736
295-A N. Green Meadows Dr. Northing (Y, ft): 219,385
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MILW
owl

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD
0)
a 60 40
TI m
CD
50 50 E
0
LD. 40 60
cQ
Q)
30 70
20 80
10 . . . . . . 90
0 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol Elev. (ft)� USCS % Fines % Organics % Carbonates� Median Mean Skew Kurt Sort Sample Information
TB-11-VB-10 #1 -2.1 #200 -0.30 1 10.10 2.11 1.97 -2.04 10.62 0.6 Project Name: New Topsail Inlet Maintenance Dredging
#230 - 0.301
Comments: Analysis Date: 10-24-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,402,169
295-A N. Green Meadows Dr. Northing (Y, ft): 220,028
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MLW
103

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 IT 0
90 10
80 20
70 30
CD
a 60 40
TI m
CD
(D
50 50 E
0
LD. 40 60
cQ
30 70
20 80
10 90
... ... ..
... ...... ..
.... ......
0 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol Elev. (ft)� USCS % Fines % Organics % Carbonates� Median Mean Skew Kurt Sort Sample Information
TB-11-VB-11 #1 -5.5 � SP #200 -0.25 1 7.30 2.33 2.28 -2.02 16.85 0.33 Project Name: New Topsail Inlet Maintenance Dredging
#230 - 0.251
Comments: Analysis Date: 10-12-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,402,863
295-A N. Green Meadows Dr. Northing (Y, ft): 220,510
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MLW
104

Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD
a Q)
CD 60 40
TI m
(D
50 50 E
0
LD. 40 60
cQ
30 70
20 80
10 — — --------- ------ 90
. . ... ...
.....................
..... . ... ...
..... ... ...
.. .. ... ...
..... ........
... .. ...
0 I.E. 11 ... ... 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
— Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol �Elev. (ft)� USCS �% Fines�% Organics�% Carbonates Median Mean Skew Kurt Sort Sample Information
TB-11-VB-11 #2 —'� -13.2 #200 -3.05 1 7.30 2.27 1.81 -1.46 6.46 0.98 Project Name: New Topsail Inlet Maintenance Dredging
#230 - 2.251
Comments: Analysis Date: 10-13-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,402,863
295-A N. Green Meadows Dr. Northing (Y, ft): 220,510
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MLW
105

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD
CD 60 40
TI m
Q)
50 50 E
0
LD. 40 60
cQ
30 70
20 80
10 90
0 M 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol Elev. (ft)� USCS % Fines % Organics % Carbonates� Median Mean Skew Kurt Sort Sample Information
TB-11-VB-12 #1 -2.9 � SP #200 -0.30 1 7.50 2.13 2.03 -1.8 10.39 0.57 Project Name: New Topsail Inlet Maintenance Dredging
#230 - 0.301
Comments: Analysis Date: 10-24-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,403,501
295-A N. Green Meadows Dr. Northing (Y, ft): 220,577
Wilmington, NC 28405-3933
07, In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MLW
KPI

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD
a 60 40
TI m
CD
50 50 E
0
LD. 40 60
cQ
Q)
30 1 1 1 1 1 1 1 1 FIN 70
20 80
10 90
.... .. ..
L 1
0 ... .. ..... 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol �Elev. (ft)� USCS �% Fines�% Organics�% Carbonates Median Mean Skew Kurt Sort Sample Information
TB-11-VB-13 #1 -8.3 #200 -0.20 1 7.70 1.95 1.84 -1.68 8.57 0.62 Project Name: New Topsail Inlet Maintenance Dredging
#230 - 0.201
Comments: Analysis Date: 10-24-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,403,646
295-A N. Green Meadows Dr. Northing (Y, ft): 220,178
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MLW
107

Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD
a 60 40
TI m
CD
Q)
50 50 E
0
LD.
40 60
Q)
30 70
20 80
10 90
0 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol �Elev. (ft)� USCS �% Fines�% Organics�% Carbonates Median Mean Skew Kurt Sort Sample Information
TB-1 1 -VB-14 #1 -3.0 #200 -0.00 1 7.90 2.32 2.13 -1.28 11.45 0.49 Project Name: New Topsail Inlet Maintenance Dredging
#230 - 0.001
Comments: Analysis Date: 10-24-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,404,425
295-A N. Green Meadows Dr. Northing (Y, ft): 220,664
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MLW
108

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD )
0
a Q)
CD 60 40
TI m
Q)
50 50 E
0
LD. 40 60
cQ
Q)
30 70
20 80
10 90
0
100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
- Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol �Elev. (ft)� USCS �% Fines�% Organics�% Carbonates Median Mean Skew Kurt Sort Sample Information
TB-11-VB-15 #1 -7.7 #200 -0.30 1 23.40 1.99 1.56 -1.34 4.25 1.07 Project Name: New Topsail Inlet Maintenance Dredging
#230 - 0.301
Comments: Analysis Date: 10-24-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,405,454
295-A N. Green Meadows Dr. Northing (Y, ft): 221,106
Wilmington, NC 28405-3933
07, In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MLW
W

Cn
Cn
0
(if
a-
LU
0
LL
Cn
Cn
Z
LU
Cn
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100 0
90 10
80 20
70 30
CD
2)
Q)
a 60 40
TI m
CD
Q)
50 50 E
0
LD. 40 60
cQ
Q)
30 70
20 80
10 90
0 100
100 5 10 5 1 5 0.1 5 0.01 5 0.001
Millimeters
Gravel Sand
— Silt and Clay
Coarse F Fine Coarse Medium Fine
Sample Symbol �Elev. (ft)� USCS �% Fines�% Organics�% Carbonates Median Mean Skew Kurt Sort Sample Information
TB-11-VB-15 #2 —'� -14.0 #200 -0.25 1 23.40 0.6 0.29 0.09 2.47 1.06 Project Name: New Topsail Inlet Maintenance Dredging
#230 - 0.251
Comments: Analysis Date: 10-24-11
Depths and elevations based on measured values Analyzed By: JCP
Gahagan & Bryant Associates of North Carolina Easting (X, ft): 2,405,454
295-A N. Green Meadows Dr. Northing (Y, ft): 221,106
Wilmington, NC 28405-3933
In 910-313-3338 Horizontal System: NAD 1983
ENGINEERS * SURVEYORS fax [phone] Vertical System: MLW
BER

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.53.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100
Coarse F
Fine C
Coarse M
Medium F
Fine
0
90
10
80
20
70
30
t
a
o 60
c2 m
N 'n
40
T
m
m
c°� 50
0 W
50
m
0
U
m
W 40
o �
----- ;-
60
J 3
N
30
CO
O
N
70
N
01
20
80
0
0 10
: -
--
-- - ---1 -1
90
U
0 0
100
O
N 100
5 10 5 1 5 0.1 5 0.01 5 0.001
a
Millimeters
w
Co
J
0
0
J'
J
= Sample
0
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew Kurt
Sort
Sample Information
TBVC -07 -02 #1
D
-29.5
SP
#zso - z.ao
2.76
2.65
-4.13 25.8
0.72
Project Name:
Topsail Beach Sand Search
•
m
o' Comments:
w
Analysis Date:
U) Depths and elevations based on measured values
Analyzed By:
of
0
CPE
Coastal Planning & Engineering
Easting (X, ft):
2,407,685
2481 NW Boca Raton Blvd, Boca Raton
Northing (Y, ft):
216,446
Q
FL 33431
Horizontal System:
NAD 1983
Q
ph (561) 391 -8102
>
fax [phone]
W
Vertical System:
NAVD 88
Gravel S
Sand
Silt and Clay
Coarse F
Fine C
Coarse M
Medium F
Fine

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.53.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100
Coarse F
Fine C
Coarse M
Medium F
Fine
0
90
10
80
20
70
30
t
a
o 60
co (D
40
T
c°� m 50
50
0 W
m
0
U
c
W m 40
- - --
60 a�
o G'
P
J 3
N
30
0
0
N
- - --
70
N
O
0' 20
80
0
F
r
O
10
90
0 0
1
1
1
100
O
N 100
5 10 5 1 5 0.1 5 0.01 5 0.001
a
Millimeters
w
Co
J
U)
0
J
J
= Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
TBVC -07 -02 #2
-33.5
SP
uz °o = 4 44
2.85
2.72
-3.37
17.43
0.75
Project Name:
Topsail Beach Sand Search
•
Co
o' Comments:
w
Analysis Date:
07 -22 -07
U) Depths and elevations based on measured values
Analyzed By:
KID
of
U
CPE
Coastal Planning & Engineering
Easting (X, ft):
2,407,685
2481 NW Boca Raton Blvd, Boca Raton
Northing (Y, ft):
216,446
Q
FL 33431
Horizontal System:
NAD 1983
Q
ph (561) 391 -8102
>
fax [phone]
LU
Vertical System:
NAVD 88
Gravel S
Sand
Silt and Clay
Coarse F
Fine C
Coarse M
Medium F
Fine

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.53.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100
Coarse
Fine
Coarse
Medium
Fine
0
90
10
80
20
70
30
t
a
o 60
m
N 'n
40
T
m
c°� m 50
50
0 W
m
0
U
of
m
w 40
60
o G.
J 3
N
30
0
0
70
N
01
20
80
0
i
0
0 10
90
U�
S� 0
-
100
O
Ni 100
5 10 5 1 5 0.1 5 0.01 5 0.001
a
Millimeters
w
Co
J
0
0
J'
J
= Sample
0
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
TBVC -07 -02 #3
-35.3
SP
#2030 - 3.231
2.7
2.55
-3.24
18.21
0.73
Project Name:
Topsail Beach Sand Search
•
Co
o' Comments:
w
Analysis Date:
07 -18 -07
U) Depths and elevations based on measured values
Analyzed By:
PB
of
0
CPE
Coastal Planning & Engineering
Easting (X, ft):
2,407,685
2481 NW Boca Raton Blvd, Boca Raton
Northing (Y, ft):
216,446
Q
FL 33431
Horizontal System:
NAD 1983
Q
ph (561) 391 -8102
>
fax [phone]
LU
Vertical System:
NAVD 88
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
113

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.53.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100
Coarse
Fine
Coarse
Medium
Fine
0
90
10
80
20
70
30
t
a
o 60
c2 m
N 'n
40
T
m
m
c°� 50
0 W
50
m
0
U
m
W 40
o G.
60
J 3
N
30
CO
O
N
70
N
01
20
80
0
r'
0
0 10
90
U
�I
0 0
100
0
N 100
5 10 5 1 5 0.1 5 0.01 5 0.001
a
Millimeters
w
Co
J
0
0
J'
J
= Sample
0
Symbol
Elev. (ft) USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
TBVC -07 -02 #4
-34.4 SW
#200-3.511 _
0.86
0.31
1.85
2.42
Project Name:
Topsail Beach Sand Search
•
m
o' Comments:
w
Analysis Date:
07 -18 -07
U) Depths and elevations based on measured values
Analyzed By:
PB
of
0
CPE
Coastal Planning & Engineering
Easting (X, ft):
2,407,685
2481 NW Boca Raton Blvd, Boca Raton
Northing (Y, ft):
216,446
Q
FL 33431
Horizontal System:
NAD 1983
Q
ph (561) 391 -8102
>
fax [phone]
W
Vertical System:
NAVD 88
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
114

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.53.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100
0
90
10
80
20
70
30
t
a
o 60
m
N 'n
40
T
m
m
150
c°� 50
0 W
m
0
U
of
w m
o G. 40
60
J 3
N
30
CO
0
N
70
N
U' 20
80
0
I
0
0
0 10
90
U
I
0 0
100
0
N 100
5 10 5 1 5 0.1 5 0.01 5 0.001
a
Millimeters
LU
Co
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
o
J'
J
= Sample
0
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
TBVC -07 -06 #1
11.9
SP
#2030 - 1.39
2.22
2.15
-1.2
7.1
0.53
Project Name:
Topsail Beach Sand Search
•
Co
o' Comments:
w
Analysis Date:
07 -26 -07
wDepths and elevations based on measured values
Analyzed By:
ST
of
0
C PE
Coastal Planning & Engineering
Easting (X, ft):
2,406,364
2481 NW Boca Raton Blvd, Boca Raton
Northing (Y, ft):
216,577
Q
FL 33431
Horizontal System:
NAD 1983
Q
ph (561) 391 -8102
>
fax [phone]
W
Vertical System:
NAVD 88
115

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.53.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100
Coarse
Fine
Coarse
Medium
Fine
0
90
10
80
20
70
30
t
a
o 60
co (D
40
T
m
c°� 50
0 W
50
m
0
U
c
W m 40
60 0
J 3
N
30
0
0
70
- - --
N
UI 20
..... {..
80
-
0
F
I
r
O
U
10
90
U
I
0 0
100
O
NI 100
5 10 5 1 5 0.1 5 0.01 5 0.001
a
Millimeters
w
Co
J
U)
0
J
J
= Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
TBVC -07 -06 #2
-15.6
SP
#230 - 0.90
2.54
2.51
-0.43
5.34
0.35
Project Name:
Topsail Beach Sand Search
•
m
of Comments:
w
Analysis Date:
06 -27 -07
U) Depths and elevations based on measured values
Analyzed By:
KW /KR
of
U
CPE
Coastal Planning & Engineering
Easting (X, ft):
2,406,364
2481 NW Boca Raton Blvd, Boca Raton
Northing (Y, ft):
216,577
Q
FL 33431
Horizontal System:
NAD 1983
Q
ph (561) 391 -8102
>
fax [phone]
LU
Vertical System:
NAVD 88
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.53.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100
Coarse
Fine
Coarse
Medium
Fine
0
90
10
80
20
70
30
t
a
o 60
co (D
40
T
m
c°� 50
0 W
50
m
0
U
m 40
60
W
o G.
J 3
N
30
0
0
N
- - - --
70
N
O
U' 20
-- --- -
80
0
F
r
O
0 10
---------
--
- - - - -- -
90
U
�I
0 0
100
O
N 100
5 10 5 1 5 0.1 5 0.01 5 0.001
a
Millimeters
w
Co
J
U)
0
J
J
= Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
TBVC -07 -06 #3
-19.4
SP
#2030 - 1.231
2.28
2.25
-1.17
7.91
0.46
Project Name:
Topsail Beach Sand Search
•
m
o' Comments:
w
Analysis Date:
07 -22 -07
U) Depths and elevations based on measured values
Analyzed By:
PB
of
U
CPE
Coastal Planning & Engineering
Easting (X, ft):
2,406,364
2481 NW Boca Raton Blvd, Boca Raton
Northing (Y, ft):
216,577
Q
FL 33431
Horizontal System:
NAD 1983
Q
ph (561) 391 -8102
>
fax [phone]
W
Vertical System:
NAVD 88
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
117

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.53.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100
Coarse
Fine
Coarse
Medium
Fine
0
90
10
80
20
70
30
t
a
o 60
co (D
40
T
c°� m 50
50
0 W
m
0
U
w m 40
60
o G.
J 3
N
30
0
0
N
- - -- --
- - - - -
70
N
O
UI 20
80
0
F
0I
O
0 10
- - --
90
UI
I
0 0
100
O
NI 100
5 10 5 1 5 0.1 5 0.01 5 0.001
a
Millimeters
w
Co
J
U)
0
J
J
= Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
TBVC -07 -11 #1
-20.5
SP
#zso - i.z�
2.63
2.6
-0.6
8.86
0.32
Project Name:
Topsail Beach Sand Search
•
m
of Comments:
w
Analysis Date:
07 -22 -07
U) Depths and elevations based on measured values
Analyzed By:
PB
of
U
CPE
Coastal Planning & Engineering
Easting (X, ft):
2,406,765
2481 NW Boca Raton Blvd, Boca Raton
Northing (Y, ft):
216,129
Q
FL 33431
Horizontal System:
NAD 1983
Q
ph (561) 391 -8102
>
fax [phone]
W
Vertical System:
NAVD 88
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
118

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.53.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100
Coarse F
Fine C
Coarse M
Medium F
Fine
0
90
10
80
20
70
30
t
a
o 60
co (D
40
T
m 50
50
c°�
U) W
m
0
U
m 40
60
W
o G.
J 3
N
30
0
0
N
-- - - - --
- - -- - --
70
N
O
20
80
0
i
0
0
0 10
90
U
I
S 0
100
O
N 100
5 10 5 1 5 0.1 5 0.01 5 0.001
a
Millimeters
w
Co
J
U)
0
J
J
= Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
TBVC -07 -11 #2
D
-23.0
SP
#zso - i.aa
2.6
2.54
-2.18
20.19
0.38
Project Name:
Topsail Beach Sand Search
•
m
o' Comments:
w
Analysis Date:
07 -15 -07
U) Depths and elevations based on measured values
Analyzed By:
KID
of
U
CPE
Coastal Planning & Engineering
Easting (X, ft):
2,406,765
2481 NW Boca Raton Blvd, Boca Raton
Northing (Y, ft):
216,129
Q
FL 33431
Horizontal System:
NAD 1983
Q
ph (561) 391 -8102
>
fax [phone]
W
Vertical System:
NAVD 88
Gravel S
Sand
Silt and Clay
Coarse F
Fine C
Coarse M
Medium F
Fine

120
PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1
-0.5 0 0.5 1 1.5 2 2.5 3 3.53.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10
14 18 25 35 45 60 80 120 170 200 230
Hydrometer
100
—T�
0
90
10
80
20
70
30
t
o a 60
40
co (D
T
coy m 50
50
0 W
m
0
U
m
W 40
60
o G.
J 3
N
o 30
CO
O
N
70
N
01 20
80
0
r'
0
0 10
90
U�
I
0 0
100
O
N 100
5 10 5
1 5 0.1 5
0.01
5 0.001
Millimeters
a
LU
Co
Gravel
Sand
Silt and Clay
o
Coarse
Fine
Coarse
Medium
Fine
J'
J
= Sample
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
0
TBVC -07 -15 #1
•
-20.1
SP
#zso - i.zs
2.71
2.69
-1.72
22.74
0.33
Project Name:
Topsail Beach Sand Search
Co
o' Comments:
Analysis Date:
07 -16 -07
w
> Depths and elevations based on measured values
Analyzed By:
JG
0
C PE
Coastal Planning & Engineering
Easting (X, ft):
2,406,052
2481 NW Boca Raton Blvd, Boca Raton
Northing (Y, ft):
215,803
Q
FL 33431
Q
ph (561) 391 -8102
Horizontal System:
NAD 1983
>
fax [phone]
W
Vertical System:
NAVD 88
120

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.53.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100
Coarse
Fine
Coarse
Medium
Fine
0
90
10
80
20
70
30
t
a
o 60
co (D
40
T
c°� m 50
50
0 W
m
0
U
m
W 40
60
o G.
J 3
N
o
30
CO
O
N
70
N
01
20
- - -- --
80
0
0
0
0 10
90
U�
�I
0 0
100
O
N 100
5 10 5 1 5 0.1 5 0.01 5 0.001
a
Millimeters
w
Co
J
0
0
J
J
= Sample
0
Symbol
Elev. (ft)
USCS
% Fines
% Organics
% Carbonates
Median
Mean
Skew Kurt
Sort
Sample Information
TBVC -07 -15 #2
-23.7
SP
#2030 - 1.631
2.68
2.64
-3.46 41.44
0.41
Project Name:
Topsail Beach Sand Search
•
m
o' Comments:
w
Analysis Date:
07 -16 -07
U) Depths and elevations based on measured values
Analyzed By:
JG
of
0
CPE
Coastal Planning & Engineering
Easting (X, ft):
2,406,052
2481 NW Boca Raton Blvd, Boca Raton
Northing (Y, ft):
215,803
Q
FL 33431
Horizontal System:
NAD 1983
Q
ph (561) 391 -8102
>
fax [phone]
W
Vertical System:
NAVD 88
Gravel
Sand
Silt and Clay
Coarse
Fine
Coarse
Medium
Fine
121

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100
0
90
10
80
20
70
30
CD
0 )
a
Q)
CD 60
40
TI
m
(D
50
50 E
o
0 CO
1
CD. 40
60
Q)
Cn
Cn
0
(if 30
a-
70
LU
20
80
Z
Z 10
90
T
0
Cn
y
Z 0
100
100
5 10 5 1 5 0.1 5 0.01 5 0.001
LU
LU
Millimeters
Gravel
Sand
Silt and Clay
Cn
a-
Coarse
Fine
Coarse
Medium
Fine
0
ZE Sample
� Symbol
Elev. (ft)�
USCS %
Fines
% Organics
Carbonates
Mean
Skew �
Kurt
Sort
Sample Information
T TOPCRK-1 #1
-7.0
� SID ##200
- .1
-0.05
1
4.60
2.15
� 2.1
-1.32 �
9.08
Project Name:
Topsail Beach Renourishment
LU
Comments:
Analysis Date:
YS
05-13-10
Depths and elevations based on measured values
Analyzed By:
JCP
0
U)
Gahagan & Bryant Associates of North Carolina
Fasting (X, ft):
2,402,876
Northing (Y, ft):
222,397
Cn
�Ll
295-A N. Green Meadows Dr.
<
7=:]
Wilmington, NC 28405-3933
Horizontal System:
NAD 1983
Z
<
LU
ENGINEER
In 910-313-3338
Vertical System:
NAVD 88
>
Cn
fax [phone]
122

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100
0
90
10
80
20
70
30
CD
2)
a
CD 60
40
TI
m
Q)
50
50 E
o
0 CO
CD. 40
60
Q)
Cn
Cn
0
(if 30
a-
70
LU
20
80
LU
Z-
- - - - - - - - -
Z 10
90
T
0
Cn
y 0
Z
100
100
5 10 5 1 5 0.1 5 0.01 5 0.001
LU
LU
Millimeters
Gravel
Sand
Silt and Clay
Cn
a-
Coarse
Fine
Coarse
Medium
Fine
0
ZE Sample
Symbol
Elev. (ft)�
USCS %
Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
T TOPCRK-2 #1
-3.1
SID ##200
- .1
-0.00
1
4.80
2.32
2.27
-1.86
12.4
0.41
Project Name:
Topsail Beach Renourishment
Comments:
Analysis Date:
05-14-10
U)
0_ Depths and elevations based on measured values
Analyzed By:
JCP
0
U)
Gahagan & Bryant Associates of North Carolina
Fasting (X, ft):
2,403,849
Northing (Y, ft):
222,230
Cn
�Ll
295-A N. Green Meadows Dr.
<
7=:]
Wilmington, NC 28405-3933
Horizontal System:
NAD 1983
Z
<
LU ENGINEER,
In 910-313-3338
Vertical System:
NAVID 88
>
Cn
fax [phone]
123

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100
0
90
10
80
20
70
30
(D
a
(D 60
40
TI
m
Q)
50
50 E
o
0 CO
(D. 40
60
Cn
Cn
0
(if 30
a-
70
LU
20
80
LU
Z
Z
< 10
90
T
Cn
Z 0
1
00
100
5 10 5 1 5 0.1 5 0.01 5 0.001
LU
LU
Millimeters
Gravel
Sand
Silt and Clay
Cn
a-
Coarse
Fine
Coarse
Medium
Fine
0
ZE Sample
� Symbol
Elev. (ft)�
USCS %
Fines
% Organics
Carbonates
Mean
Skew �
Kurt
Sort
Sample Information
T TOPCRK-3 #1
-6.1
#200
#230
- 0.241
- 0.241
5.20
2.28
� 2.16
-1.71 �
11.67
0.5
Project Name:
Topsail Beach Renourishment
Comments:
Analysis Date:
05-13-10
Depths and elevations based on measured values
Analyzed By:
JCP
0
U)
Gahagan & Bryant Associates of North Carolina
Fasting (X, ft):
2,404,072
Northing (Y, ft):
221,513
Cn
�Ll
295-A N. Green Meadows Dr.
<
7=:]
Wilmington, NC 28405-3933
Horizontal System:
NAD 1983
Z
<
LU ENGINEER,
In 910-313-3338
Vertical System:
NAVD 88
>
Cn
fax [phone]
124

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100
0
90
10
80
20
70
30
CD
. 2
a
Q)
CD 60
40
TI
m
Q)
50
50 E
o
0 CO
CD.
40
60
Cn
Cn
0
(if 30
a-
70
LU
20
41
80
LU
Z
Z 10
90
U
t
..
----
Z 0
... ...
--------
100
100
5 10 5 1 5 0.1 5 0.01 5 0.001
LU
LU
Millimeters
Gravel
Sand
Silt and Clay
Cn
a-
Coarse
Fine
Coarse
Medium
Fine
0
ZE Sample
� Symbol
Elev. (ft)�
USCS %
Fines
% Organics
Carbonates
Mean
Skew �
Kurt
Sort
Sample Information
T TOPCRK-4 #1
-4.6
##200
� SP #200
230
- 0.151
-0.15
- 0.151
5.80
2.46
� 2.48
-1.47 �
11.45
0.35
Project Name:
Topsail Beach Renourishment
Comments:
Analysis Date:
05-15-10
Depths and elevations based on measured values
Analyzed By:
JCP
0
U)
Gahagan & Bryant Associates of North Carolina
Fasting (X, ft):
2,404,392
Northing (Y, ft):
220,849
Cn
�Ll
295-A N. Green Meadows Dr.
<
7=:]
Wilmington, NC 28405-3933
Horizontal System:
NAD 1983
Z
<
LU
ENGINEER
In 910-313-3338
Vertical System:
NAVID 88
>
Cn
fax [phone]
125

PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4
Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 Hydrometer
100
0
90
10
80
20
70
30
CD
2)
Q)
CD 60
40
TI
m
Q)
50
50 E
o
0 CO
CD. 40
60
(D
Cn
Cn
0
(if 30
a-
70
LU
20
80
LU
Z 10
-F
90
T
U
0
..........
Ip-
100
100
5 10 5 1 5 0.1 5 0.01 5 0.001
LU
LU
Millimeters
Gravel
Sand
Silt and Clay
Cn
a-
Coarse
Fine
Coarse
Medium
Fine
0
ZE Sample
Symbol
Elev. (ft)�
USCS %
Fines
% Organics
% Carbonates
Median
Mean
Skew
Kurt
Sort
Sample Information
T BNKCHN-1 #1
-5.4
#200
#230
-0.07 -
0031
1
13.60
2.01
1.77
-1.56
6.14
�008r)
Project Name:
Topsail Beach Renourishment
LU
Comments:
Analysis Date:
YS
05-15-10
o) Depths and elevations based on measured values
Analyzed By:
JCP
0
U)
Gahagan & Bryant Associates of North Carolina
Fasting (X, ft):
2,408,189
Northing (Y, ft):
222,800
Cn
�Ll
295-A N. Green Meadows Dr.
<
7=:]
Wilmington, NC 28405-3933
Horizontal System:
NAD 1983
Z
<
LU ENGINEER,
In 910-313-3338
Vertical System:
NAVID 88
>
Cn
fax [phone]
KV1

APPENDIX A
Section 3
Topsail Beach Nourishment Project
Vibracore Granularmetric Reports
IMA

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: New Topsail Inlet #1
Analysis Date: 10 -27 -11
Analyzed B JCP
y y:
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
USCS:
Munsell:
Comments:
COMPOSITE
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.34
Sieve Loss (% ):
0.03
Fines (% ):
#200 - 0.39
#230 - 0.37
Organics (% ):
Carbonates ( %):
11.70
Shells
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
2.11
2.11
2.11
2.11
7
-1.50
2.83
0.64
0.64
2.75
2.75
10
-1.00
2.00
0.50
0.50
3.25
3.25
14
-0.50
1.41
0.88
0.88
4.13
4.13
18
0.00
1.00
1.37
1.37
5.50
5.50
25
0.50
0.71
2.08
2.08
7.58
7.58
35
1.00
0.50
4.23
4.23
11.81
11.81
45
1.50
0.35
10.76
10.76
22.57
22.57
60
2.00
0.25
23.60
23.60
46.17
46.17
70
2.25
0.21
21.04
21.04
67.21
67.21
80
2.50
0.18
22.64
22.64
89.85
89.85
100
2.75
0.15
6.82
6.82
96.67
96.67
120
3.00
0.13
2.47
2.47
99.14
99.14
170
3.50
0.09
0.47
0.47
99.61
99.61
200
3.75
0.07
0.00
0.00
99.61
99.61
230
4.00
0.06
0.02
0.02
99.63
99.63
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.69
2.44
2.34
2.05
1.55
1.19
-0.18
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.76
0.30
0.75
-1.55
7.44
128

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11 -GS -1
Analysis Date: 10 -24 -11
Analyzed B JCP
y y:
Easting (ft):
2,404,844
Northing (ft):
217,096
Coordinate System:
North Carolina State Plane
Elevation (ft):
-11.7 MLW
USCS:
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.35
Fines (% ):
#200 - 0.35
#230 - 0.35
Organics (% ):
Carbonates (%
11.60
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
0.10
0.05
0.10
0.05
7
-1.50
2.83
0.20
0.10
0.30
0.15
10
-1.00
2.00
0.30
0.15
0.60
0.30
14
-0.50
1.41
0.50
0.25
1.10
0.55
18
0.00
1.00
0.80
0.40
1.90
0.95
25
0.50
0.71
0.90
0.45
2.80
1.40
35
1.00
0.50
3.80
1.90
6.60
3.30
45
1.50
0.35
16.50
8.25
23.10
11.55
60
2.00
0.25
42.90
21.45
66.00
33.00
70
2.25
0.21
57.20
28.60
123.20
61.60
80
2.50
0.18
55.60
27.80
178.80
89.40
100
2.75
0.15
16.40
8.20
195.20
97.60
120
3.00
0.13
3.60
1.80
198.80
99.40
170
3.50
0.09
0.50
0.25
199.30
99.65
200
3.75
0.07
0.00
0.00
199.30
99.65
230
4.00
0.06
0.00
0.00
199.30
99.65
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.67
2.45
2.37
2.15
1.81
1.60
1.10
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.04
0.24
0.52
-2.07
11.73
INR]

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11 -GS -2
Analysis Date: 10 -24 -11
Analyzed B JCP
y y:
Easting (ft):
2,405,259
Northing (ft):
216,974
Coordinate System:
North Carolina State Plane
Elevation (ft):
-9.8 MLW
USCS:
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.20
Fines (% ):
#200 - 0.20
#230 - 0.20
Organics (% ):
Carbonates (%
11.60
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
17.70
8.85
17.70
8.85
7
-1.50
2.83
3.70
1.85
21.40
10.70
10
-1.00
2.00
2.10
1.05
23.50
11.75
14
-0.50
1.41
4.60
2.30
28.10
14.05
18
0.00
1.00
9.00
4.50
37.10
18.55
25
0.50
0.71
18.10
9.05
55.20
27.60
35
1.00
0.50
35.60
17.80
90.80
45.40
45
1.50
0.35
66.50
33.25
157.30
78.65
60
2.00
0.25
29.60
14.80
186.90
93.45
70
2.25
0.21
6.40
3.20
193.30
96.65
80
2.50
0.18
5.20
2.60
198.50
99.25
100
2.75
0.15
1.10
0.55
199.60
99.80
120
3.00
0.13
0.00
0.00
199.60
99.80
170
3.50
0.09
0.00
0.00
199.60
99.80
200
3.75
0.07
0.00
0.00
199.60
99.80
230
4.00
0.06
0.00
0.00
199.60
99.80
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.12
1.68
1.45
1.07
0.36
-0.28
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.67
0.63
0.84
0.06
3.42
`16111

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11 -GS -3
Analysis Date: 10 -24 -11
Analyzed B JCP
y y:
Easting (ft):
2,405,464
Northing (ft):
216,775
Coordinate System:
North Carolina State Plane
Elevation (ft):
-7.6 MLW
USCS:
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.15
Fines (% ):
#200 - 0.15
#230 - 0.15
Organics (% ):
Carbonates (%
11.60
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
6.90
3.45
6.90
3.45
7
-1.50
2.83
1.70
0.85
8.60
4.30
10
-1.00
2.00
1.70
0.85
10.30
5.15
14
-0.50
1.41
2.30
1.15
12.60
6.30
18
0.00
1.00
4.50
2.25
17.10
8.55
25
0.50
0.71
9.40
4.70
26.50
13.25
35
1.00
0.50
23.20
11.60
49.70
24.85
45
1.50
0.35
83.00
41.50
132.70
66.35
60
2.00
0.25
55.80
27.90
188.50
94.25
70
2.25
0.21
5.90
2.95
194.40
97.20
80
2.50
0.18
4.10
2.05
198.50
99.25
100
2.75
0.15
1.00
0.50
199.50
99.75
120
3.00
0.13
0.20
0.10
199.70
99.85
170
3.50
0.09
0.00
0.00
199.70
99.85
200
3.75
0.07
0.00
0.00
199.70
99.85
230
4.00
0.06
0.00
0.00
199.70
99.85
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.06
1.82
1.66
1.30
1.00
0.62
-1.09
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.1
0.47
0.68
-1.05
6.43
11911 l

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11 -GS -4
Analysis Date: 10 -25 -11
Analyzed B JCP
y y:
Easting (ft):
2,405,753
Northing (ft):
216,527
Coordinate System:
North Carolina State Plane
Elevation (ft):
-6.8 MLW
USCS:
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.20
Fines (% ):
#200 - 0.20
#230 - 0.20
Organics (% ):
Carbonates (%
11.60
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
4.00
2.00
4.00
2.00
7
-1.50
2.83
1.40
0.70
5.40
2.70
10
-1.00
2.00
0.50
0.25
5.90
2.95
14
-0.50
1.41
2.50
1.25
8.40
4.20
18
0.00
1.00
3.70
1.85
12.10
6.05
25
0.50
0.71
5.80
2.90
17.90
8.95
35
1.00
0.50
20.40
10.20
38.30
19.15
45
1.50
0.35
57.90
28.95
96.20
48.10
60
2.00
0.25
77.50
38.75
173.70
86.85
70
2.25
0.21
16.40
8.20
190.10
95.05
80
2.50
0.18
7.10
3.55
197.20
98.60
100
2.75
0.15
1.90
0.95
199.10
99.55
120
3.00
0.13
0.50
0.25
199.60
99.80
170
3.50
0.09
0.00
0.00
199.60
99.80
200
3.75
0.07
0.00
0.00
199.60
99.80
230
4.00
0.06
0.00
0.00
199.60
99.80
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.25
1.96
1.85
1.52
1.10
0.85
-0.28
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.33
0.40
0.66
-1.31
7.17
`K91A

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11 -GS -5
Analysis Date: 10 -25 -11
Analyzed B JCP
y y:
Easting (ft):
2,406,244
Northing (ft):
216,253
Coordinate System:
North Carolina State Plane
Elevation (ft):
-5.5 MLW
USCS:
SP
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.40
Fines (% ):
#200 - 0.40
#230 - 0.40
Organics (% ):
Carbonates (%
11.60
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.00
0.00
0.00
0.00
10
-1.00
2.00
0.00
0.00
0.00
0.00
14
-0.50
1.41
0.00
0.00
0.00
0.00
18
0.00
1.00
0.00
0.00
0.00
0.00
25
0.50
0.71
0.10
0.05
0.10
0.05
35
1.00
0.50
1.30
0.65
1.40
0.70
45
1.50
0.35
18.40
9.20
19.80
9.90
60
2.00
0.25
87.70
43.85
107.50
53.75
70
2.25
0.21
44.20
22.10
151.70
75.85
80
2.50
0.18
34.50
17.25
186.20
93.10
100
2.75
0.15
10.80
5.40
197.00
98.50
120
3.00
0.13
1.90
0.95
198.90
99.45
170
3.50
0.09
0.30
0.15
199.20
99.60
200
3.75
0.07
0.00
0.00
199.20
99.60
230
4.00
0.06
0.00
0.00
199.20
99.60
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.59
2.37
2.24
1.96
1.67
1.57
1.23
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.95
0.26
0.38
-0.11
3.18
133

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11 -GS -6
Analysis Date: 10 -25 -11
Analyzed B JCP
y y:
Easting (ft):
2,406,571
Northing (ft):
216,189
Coordinate System:
North Carolina State Plane
Elevation (ft):
-6.8 MLW
USCS:
SP
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.25
Fines (% ):
#200 - 0.25
#230 - 0.25
Organics (% ):
Carbonates (%
11.60
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.00
0.00
0.00
0.00
10
-1.00
2.00
0.10
0.05
0.10
0.05
14
-0.50
1.41
0.30
0.15
0.40
0.20
18
0.00
1.00
0.50
0.25
0.90
0.45
25
0.50
0.71
0.80
0.40
1.70
0.85
35
1.00
0.50
3.00
1.50
4.70
2.35
45
1.50
0.35
12.80
6.40
17.50
8.75
60
2.00
0.25
42.90
21.45
60.40
30.20
70
2.25
0.21
46.10
23.05
106.50
53.25
80
2.50
0.18
66.80
33.40
173.30
86.65
100
2.75
0.15
19.70
9.85
193.00
96.50
120
3.00
0.13
5.70
2.85
198.70
99.35
170
3.50
0.09
0.80
0.40
199.50
99.75
200
3.75
0.07
0.00
0.00
199.50
99.75
230
4.00
0.06
0.00
0.00
199.50
99.75
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.71
2.48
2.41
2.21
1.88
1.67
1.21
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.11
0.23
0.47
-1.56
8.29
134

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11 -GS -7
Analysis Date: 10 -25 -11
Analyzed B JCP
y y:
Easting (ft):
2,406,484
Northing (ft):
216,036
Coordinate System:
North Carolina State Plane
Elevation (ft):
-6.7 MLW
USCS:
SP
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.35
Fines (% ):
#200 - 0.35
#230 - 0.35
Organics (% ):
Carbonates (%
11.60
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.00
0.00
0.00
0.00
10
-1.00
2.00
0.00
0.00
0.00
0.00
14
-0.50
1.41
0.00
0.00
0.00
0.00
18
0.00
1.00
0.20
0.10
0.20
0.10
25
0.50
0.71
0.40
0.20
0.60
0.30
35
1.00
0.50
0.60
0.30
1.20
0.60
45
1.50
0.35
1.20
0.60
2.40
1.20
60
2.00
0.25
14.50
7.25
16.90
8.45
70
2.25
0.21
57.60
28.80
74.50
37.25
80
2.50
0.18
90.10
45.05
164.60
82.30
100
2.75
0.15
23.20
11.60
187.80
93.90
120
3.00
0.13
9.30
4.65
197.10
98.55
170
3.50
0.09
2.20
1.10
199.30
99.65
200
3.75
0.07
0.00
0.00
199.30
99.65
230
4.00
0.06
0.00
0.00
199.30
99.65
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.81
2.54
2.46
2.32
2.14
2.07
1.76
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.3
0.20
0.32
-1.38
12.52
1161-1

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11 -VB -4 #1
Analysis Date: 10 -12 -11
Analyzed B JCP
y y:
Easting (ft):
2,404,400
Northing (ft):
217,344
Coordinate System:
North Carolina State Plane
Elevation (ft):
-5.0 MLW
USCS:
SP
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.40
Fines (% ):
#200 - 0.40
#230 - 0.40
Organics (% ):
Carbonates (%
14.50
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.00
0.00
0.00
0.00
10
-1.00
2.00
0.00
0.00
0.00
0.00
14
-0.50
1.41
0.00
0.00
0.00
0.00
18
0.00
1.00
0.40
0.20
0.40
0.20
25
0.50
0.71
0.80
0.40
1.20
0.60
35
1.00
0.50
3.10
1.55
4.30
2.15
45
1.50
0.35
10.10
5.05
14.40
7.20
60
2.00
0.25
56.20
28.10
70.60
35.30
70
2.25
0.21
66.10
33.05
136.70
68.35
80
2.50
0.18
47.90
23.95
184.60
92.30
100
2.75
0.15
12.40
6.20
197.00
98.50
120
3.00
0.13
2.20
1.10
199.20
99.60
170
3.50
0.09
0.00
0.00
199.20
99.60
200
3.75
0.07
0.00
0.00
199.20
99.60
230
4.00
0.06
0.00
0.00
199.20
99.60
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.61
2.41
2.32
2.11
1.82
1.66
1.28
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.04
0.24
0.4
-1.29
6.67
1191:1

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11 -VB -4 #2
Analysis Date: 10 -13 -11
Analyzed B JCP
y y:
Easting (ft):
2,404,400
Northing (ft):
217,344
Coordinate System:
North Carolina State Plane
Elevation (ft):
-12.2 MLW
USCS:
SW
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.30
Sieve Loss (% ):
0.70
Fines (% ):
#200 - 0.85
#230 - 0.85
Organics (% ):
Carbonates (%
14.50
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
16.10
8.05
16.10
8.05
7
-1.50
2.83
4.50
2.25
20.60
10.30
10
-1.00
2.00
2.20
1.10
22.80
11.40
14
-0.50
1.41
6.50
3.25
29.30
14.65
18
0.00
1.00
8.20
4.10
37.50
18.75
25
0.50
0.71
10.60
5.30
48.10
24.05
35
1.00
0.50
21.50
10.75
69.60
34.80
45
1.50
0.35
40.90
20.45
110.50
55.25
60
2.00
0.25
55.50
27.75
166.00
83.00
70
2.25
0.21
18.00
9.00
184.00
92.00
80
2.50
0.18
10.40
5.20
194.40
97.20
100
2.75
0.15
3.20
1.60
197.60
98.80
120
3.00
0.13
0.70
0.35
198.30
99.15
170
3.50
0.09
0.00
0.00
198.30
99.15
200
3.75
0.07
0.00
0.00
198.30
99.15
230
4.00
0.06
0.00
0.00
198.30
99.15
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.39
2.03
1.86
1.37
0.54
-0.34
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.91
0.53
0.96
-0.24
3.14
1191 FA

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11 -VB -5 #1
Analysis Date: 10 -24 -11
Analyzed B JCP
y y:
Easting (ft):
2,403,564
Northing (ft):
217,609
Coordinate System:
North Carolina State Plane
Elevation (ft):
-8.0 MLW
USCS:
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.30
Fines (% ):
#200 - 0.30
#230 - 0.30
Organics (% ):
Carbonates (%
8.10
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
0.10
0.05
0.10
0.05
7
-1.50
2.83
0.10
0.05
0.20
0.10
10
-1.00
2.00
0.20
0.10
0.40
0.20
14
-0.50
1.41
0.40
0.20
0.80
0.40
18
0.00
1.00
0.70
0.35
1.50
0.75
25
0.50
0.71
1.30
0.65
2.80
1.40
35
1.00
0.50
3.10
1.55
5.90
2.95
45
1.50
0.35
8.90
4.45
14.80
7.40
60
2.00
0.25
54.50
27.25
69.30
34.65
70
2.25
0.21
67.20
33.60
136.50
68.25
80
2.50
0.18
47.80
23.90
184.30
92.15
100
2.75
0.15
11.80
5.90
196.10
98.05
120
3.00
0.13
2.90
1.45
199.00
99.50
170
3.50
0.09
0.40
0.20
199.40
99.70
200
3.75
0.07
0.00
0.00
199.40
99.70
230
4.00
0.06
0.00
0.00
199.40
99.70
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.62
2.41
2.32
2.11
1.82
1.66
1.23
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.03
0.24
0.46
-2.16
13.16
138

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11 -VB -6 #1
Analysis Date: 10 -14 -11
Analyzed B JCP
y y:
Easting (ft):
2,402,870
Northing (ft):
217,470
Coordinate System:
North Carolina State Plane
Elevation (ft):
-10.0 MLW
USCS:
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.10
Fines (% ):
#200 - 0.10
#230-0.10
Organics (% ):
Carbonates (%
17.60
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
0.20
0.10
0.20
0.10
7
-1.50
2.83
0.00
0.00
0.20
0.10
10
-1.00
2.00
0.00
0.00
0.20
0.10
14
-0.50
1.41
0.20
0.10
0.40
0.20
18
0.00
1.00
0.30
0.15
0.70
0.35
25
0.50
0.71
0.70
0.35
1.40
0.70
35
1.00
0.50
2.40
1.20
3.80
1.90
45
1.50
0.35
9.10
4.55
12.90
6.45
60
2.00
0.25
50.60
25.30
63.50
31.75
70
2.25
0.21
59.10
29.55
122.60
61.30
80
2.50
0.18
55.30
27.65
177.90
88.95
100
2.75
0.15
17.00
8.50
194.90
97.45
120
3.00
0.13
4.20
2.10
199.10
99.55
170
3.50
0.09
0.70
0.35
199.80
99.90
200
3.75
0.07
0.00
0.00
199.80
99.90
230
4.00
0.06
0.00
0.00
199.80
99.90
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.68
2.46
2.37
2.15
1.87
1.69
1.34
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.09
0.23
0.42
-1.26
7.66
1191]

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11 -VB -6 #2
Analysis Date: 10 -14 -11
Analyzed B JCP
y y:
Easting (ft):
2,402,870
Northing (ft):
217,470
Coordinate System:
North Carolina State Plane
Elevation (ft):
-14.8 MLW
USCS:
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.35
Fines (% ):
#200 - 0.35
#230 - 0.35
Organics (% ):
Carbonates (%
17.60
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
29.50
14.75
29.50
14.75
7
-1.50
2.83
5.70
2.85
35.20
17.60
10
-1.00
2.00
4.30
2.15
39.50
19.75
14
-0.50
1.41
6.20
3.10
45.70
22.85
18
0.00
1.00
7.70
3.85
53.40
26.70
25
0.50
0.71
10.10
5.05
63.50
31.75
35
1.00
0.50
13.40
6.70
76.90
38.45
45
1.50
0.35
28.70
14.35
105.60
52.80
60
2.00
0.25
48.60
24.30
154.20
77.10
70
2.25
0.21
21.20
10.60
175.40
87.70
80
2.50
0.18
16.90
8.45
192.30
96.15
100
2.75
0.15
5.40
2.70
197.70
98.85
120
3.00
0.13
1.40
0.70
199.10
99.55
170
3.50
0.09
0.20
0.10
199.30
99.65
200
3.75
0.07
0.00
0.00
199.30
99.65
230
4.00
0.06
0.00
0.00
199.30
99.65
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.47
2.16
1.96
1.40
-0.22
-1.92
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.69
0.62
1.14
0.37
2.22
140

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11 -VB -7 #1
Analysis Date: 10 -14 -11
Analyzed B JCP
y y:
Easting (ft):
2,402,024
Northing (ft):
217,452
Coordinate System:
North Carolina State Plane
Elevation (ft):
-7.0 MLW
USCS:
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.65
Fines (% ):
#200 - 0.65
#230 - 0.65
Organics (% ):
Carbonates (%
17.50
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
12.70
6.35
12.70
6.35
7
-1.50
2.83
4.50
2.25
17.20
8.60
10
-1.00
2.00
3.30
1.65
20.50
10.25
14
-0.50
1.41
5.00
2.50
25.50
12.75
18
0.00
1.00
6.60
3.30
32.10
16.05
25
0.50
0.71
8.80
4.40
40.90
20.45
35
1.00
0.50
12.00
6.00
52.90
26.45
45
1.50
0.35
23.20
11.60
76.10
38.05
60
2.00
0.25
35.80
17.90
111.90
55.95
70
2.25
0.21
22.60
11.30
134.50
67.25
80
2.50
0.18
33.20
16.60
167.70
83.85
100
2.75
0.15
20.70
10.35
188.40
94.20
120
3.00
0.13
9.20
4.60
197.60
98.80
170
3.50
0.09
1.10
0.55
198.70
99.35
200
3.75
0.07
0.00
0.00
198.70
99.35
230
4.00
0.06
0.00
0.00
198.70
99.35
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.79
2.50
2.37
1.83
0.88
-0.01
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.32
0.40
1.1
-0.55
3.27
MIS

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11 -VB -7 #2
Analysis Date: 10 -14 -11
Analyzed B JCP
y y:
Easting (ft):
2,402,024
Northing (ft):
217,452
Coordinate System:
North Carolina State Plane
Elevation (ft):
-9.9 MLW
USCS:
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.25
Fines (% ):
#200 - 0.25
#230 - 0.25
Organics (% ):
Carbonates (%
17.50
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
0.30
0.15
0.30
0.15
7
-1.50
2.83
0.40
0.20
0.70
0.35
10
-1.00
2.00
0.30
0.15
1.00
0.50
14
-0.50
1.41
1.50
0.75
2.50
1.25
18
0.00
1.00
2.50
1.25
5.00
2.50
25
0.50
0.71
3.40
1.70
8.40
4.20
35
1.00
0.50
8.00
4.00
16.40
8.20
45
1.50
0.35
21.10
10.55
37.50
18.75
60
2.00
0.25
54.70
27.35
92.20
46.10
70
2.25
0.21
42.80
21.40
135.00
67.50
80
2.50
0.18
42.60
21.30
177.60
88.80
100
2.75
0.15
17.60
8.80
195.20
97.60
120
3.00
0.13
3.90
1.95
199.10
99.55
170
3.50
0.09
0.40
0.20
199.50
99.75
200
3.75
0.07
0.00
0.00
199.50
99.75
230
4.00
0.06
0.00
0.00
199.50
99.75
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.68
2.44
2.34
2.05
1.61
1.37
0.60
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.89
0.27
0.66
-1.71
7.71
`IN

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11 -VB -8 #1
Analysis Date: 10 -14 -11
Analyzed B JCP
y y:
Easting (ft):
2,401,553
Northing (ft):
218,106
Coordinate System:
North Carolina State Plane
Elevation (ft):
-6.1 MLW
USCS:
SP
Munsell:
Comments:
Dry Weight (g):
199.80
Wash Weight (g):
199.80
Pan Retained (g):
0.00
Sieve Loss (% ):
0.10
Fines (% ):
#200 - 0.10
#230-0.10
Organics (% ):
Carbonates (%
11.80
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.00
0.00
0.00
0.00
10
-1.00
2.00
0.00
0.00
0.00
0.00
14
-0.50
1.41
0.00
0.00
0.00
0.00
18
0.00
1.00
0.20
0.10
0.20
0.10
25
0.50
0.71
0.30
0.15
0.50
0.25
35
1.00
0.50
1.90
0.95
2.40
1.20
45
1.50
0.35
7.20
3.60
9.60
4.80
60
2.00
0.25
40.20
20.12
49.80
24.92
70
2.25
0.21
63.10
31.58
112.90
56.51
80
2.50
0.18
62.00
31.03
174.90
87.54
100
2.75
0.15
20.20
10.11
195.10
97.65
120
3.00
0.13
4.00
2.00
199.10
99.65
170
3.50
0.09
0.50
0.25
199.60
99.90
200
3.75
0.07
0.00
0.00
199.60
99.90
230
4.00
0.06
0.00
0.00
199.60
99.90
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.68
2.47
2.40
2.20
2.00
1.78
1.50
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.15
0.23
0.38
-1.14
6.42
143

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11 -VB -8 #2
Analysis Date: 10 -14 -11
Analyzed B JCP
y y:
Easting (ft):
2,401,553
Northing (ft):
218,106
Coordinate System:
North Carolina State Plane
Elevation (ft):
-13.5 MLW
USCS:
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.60
Fines (% ):
#200 - 0.60
#230 - 0.60
Organics (% ):
Carbonates (%
11.80
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
13.80
6.90
13.80
6.90
7
-1.50
2.83
0.30
0.15
14.10
7.05
10
-1.00
2.00
0.40
0.20
14.50
7.25
14
-0.50
1.41
1.30
0.65
15.80
7.90
18
0.00
1.00
3.70
1.85
19.50
9.75
25
0.50
0.71
7.90
3.95
27.40
13.70
35
1.00
0.50
31.50
15.75
58.90
29.45
45
1.50
0.35
57.10
28.55
116.00
58.00
60
2.00
0.25
53.30
26.65
169.30
84.65
70
2.25
0.21
14.10
7.05
183.40
91.70
80
2.50
0.18
8.50
4.25
191.90
95.95
100
2.75
0.15
4.80
2.40
196.70
98.35
120
3.00
0.13
1.80
0.90
198.50
99.25
170
3.50
0.09
0.30
0.15
198.80
99.40
200
3.75
0.07
0.00
0.00
198.80
99.40
230
4.00
0.06
0.00
0.00
198.80
99.40
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.44
1.99
1.82
1.36
0.86
0.57
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.11
0.46
0.69
0.59
3.58
144

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11 -VB -9 #1
Analysis Date: 10 -13 -11
Analyzed B JCP
y y:
Easting (ft):
2,401,736
Northing (ft):
219,385
Coordinate System:
North Carolina State Plane
Elevation (ft):
-2.9 MLW
USCS:
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.30
Fines (% ):
#200 - 0.30
#230 - 0.30
Organics (% ):
Carbonates (%
8.20
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
1.10
0.55
1.10
0.55
7
-1.50
2.83
0.80
0.40
1.90
0.95
10
-1.00
2.00
1.00
0.50
2.90
1.45
14
-0.50
1.41
2.10
1.05
5.00
2.50
18
0.00
1.00
4.40
2.20
9.40
4.70
25
0.50
0.71
6.80
3.40
16.20
8.10
35
1.00
0.50
8.90
4.45
25.10
12.55
45
1.50
0.35
18.80
9.40
43.90
21.95
60
2.00
0.25
57.80
28.90
101.70
50.85
70
2.25
0.21
45.00
22.50
146.70
73.35
80
2.50
0.18
39.10
19.55
185.80
92.90
100
2.75
0.15
9.60
4.80
195.40
97.70
120
3.00
0.13
3.60
1.80
199.00
99.50
170
3.50
0.09
0.40
0.20
199.40
99.70
200
3.75
0.07
0.00
0.00
199.40
99.70
230
4.00
0.06
0.00
0.00
199.40
99.70
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.61
2.39
2.27
1.99
1.55
1.18
0.04
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.76
0.30
0.75
-1.69
6.8
IE161

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11 -VB -9 #2
Analysis Date: 10 -13 -11
Analyzed B JCP
y y:
Easting (ft):
2,401,736
Northing (ft):
219,385
Coordinate System:
North Carolina State Plane
Elevation (ft):
-5.0 MLW
USCS:
SP
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.50
Fines (% ):
#200 - 0.50
#230 - 0.50
Organics (% ):
Carbonates (%
8.20
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.30
0.15
0.30
0.15
10
-1.00
2.00
0.00
0.00
0.30
0.15
14
-0.50
1.41
0.50
0.25
0.80
0.40
18
0.00
1.00
1.20
0.60
2.00
1.00
25
0.50
0.71
1.70
0.85
3.70
1.85
35
1.00
0.50
4.30
2.15
8.00
4.00
45
1.50
0.35
9.80
4.90
17.80
8.90
60
2.00
0.25
47.30
23.65
65.10
32.55
70
2.25
0.21
70.20
35.10
135.30
67.65
80
2.50
0.18
49.20
24.60
184.50
92.25
100
2.75
0.15
12.10
6.05
196.60
98.30
120
3.00
0.13
2.40
1.20
199.00
99.50
170
3.50
0.09
0.00
0.00
199.00
99.50
200
3.75
0.07
0.00
0.00
199.00
99.50
230
4.00
0.06
0.00
0.00
199.00
99.50
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.61
2.42
2.32
2.12
1.84
1.65
1.10
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.02
0.25
0.5
-2.44
13.6
i[fi

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: T13-11413-10#1
Analysis Date: 10 -24 -11
Analyzed B JCP
y y:
Easting (ft):
2,402,169
Northing (ft):
220,028
Coordinate System:
North Carolina State Plane
Elevation (ft):
-2.1 MLW
USCS:
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.30
Fines (% ):
#200 - 0.30
#230 - 0.30
Organics (% ):
Carbonates (%
10.10
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
0.40
0.20
0.40
0.20
7
-1.50
2.83
0.50
0.25
0.90
0.45
10
-1.00
2.00
0.40
0.20
1.30
0.65
14
-0.50
1.41
0.80
0.40
2.10
1.05
18
0.00
1.00
1.30
0.65
3.40
1.70
25
0.50
0.71
2.20
1.10
5.60
2.80
35
1.00
0.50
6.20
3.10
11.80
5.90
45
1.50
0.35
15.80
7.90
27.60
13.80
60
2.00
0.25
48.30
24.15
75.90
37.95
70
2.25
0.21
52.90
26.45
128.80
64.40
80
2.50
0.18
47.60
23.80
176.40
88.20
100
2.75
0.15
16.90
8.45
193.30
96.65
120
3.00
0.13
5.30
2.65
198.60
99.30
170
3.50
0.09
0.80
0.40
199.40
99.70
200
3.75
0.07
0.00
0.00
199.40
99.70
230
4.00
0.06
0.00
0.00
199.40
99.70
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.70
2.46
2.36
2.11
1.73
1.55
0.85
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.97
0.26
0.6
-2.04
10.62
`EIN

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11413 -11 #1
Analysis Date: 10 -12 -11
Analyzed B JCP
y y:
Easting (ft):
2,402,863
Northing (ft):
220,510
Coordinate System:
North Carolina State Plane
Elevation (ft):
-5.5 MLW
USCS:
SP
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.25
Fines (% ):
#200 - 0.25
#230 - 0.25
Organics (% ):
Carbonates (%
7.30
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.00
0.00
0.00
0.00
10
-1.00
2.00
0.10
0.05
0.10
0.05
14
-0.50
1.41
0.00
0.00
0.10
0.05
18
0.00
1.00
0.20
0.10
0.30
0.15
25
0.50
0.71
0.30
0.15
0.60
0.30
35
1.00
0.50
0.50
0.25
1.10
0.55
45
1.50
0.35
2.40
1.20
3.50
1.75
60
2.00
0.25
18.90
9.45
22.40
11.20
70
2.25
0.21
47.70
23.85
70.10
35.05
80
2.50
0.18
98.80
49.40
168.90
84.45
100
2.75
0.15
21.40
10.70
190.30
95.15
120
3.00
0.13
8.10
4.05
198.40
99.20
170
3.50
0.09
1.10
0.55
199.50
99.75
200
3.75
0.07
0.00
0.00
199.50
99.75
230
4.00
0.06
0.00
0.00
199.50
99.75
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.75
2.50
2.45
2.33
2.14
2.05
1.67
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.28
0.21
0.33
-2.02
16.85
148

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: TB- 11413 -11 #2
Analysis Date: 10 -13 -11
Analyzed B JCP
y y:
Easting (ft):
2,402,863
Northing (ft):
220,510
Coordinate System:
North Carolina State Plane
Elevation (ft):
-13.2 MLW
USCS:
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
3.60
Sieve Loss (% ):
0.45
Fines (% ):
#200 - 3.05
#230 - 2.25
Organics (% ):
Carbonates (%
7.30
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
7.00
3.50
7.00
3.50
7
-1.50
2.83
3.80
1.90
10.80
5.40
10
-1.00
2.00
2.10
1.05
12.90
6.45
14
-0.50
1.41
2.00
1.00
14.90
7.45
18
0.00
1.00
2.80
1.40
17.70
8.85
25
0.50
0.71
4.20
2.10
21.90
10.95
35
1.00
0.50
6.30
3.15
28.20
14.10
45
1.50
0.35
12.80
6.40
41.00
20.50
60
2.00
0.25
25.00
12.50
66.00
33.00
70
2.25
0.21
29.00
14.50
95.00
47.50
80
2.50
0.18
63.60
31.80
158.60
79.30
100
2.75
0.15
15.10
7.55
173.70
86.85
120
3.00
0.13
14.60
7.30
188.30
94.15
170
3.50
0.09
5.60
2.80
193.90
96.95
200
3.75
0.07
0.00
0.00
193.90
96.95
230
4.00
0.06
1.60
0.80
195.50
97.75
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.23
2.66
2.47
2.27
1.68
1.15
-1.66
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.81
0.29
0.98
-1.46
6.46
IEl14

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: T13-11413-12#1
Analysis Date: 10 -24 -11
Analyzed B JCP
y y:
Easting (ft):
2,403,501
Northing (ft):
220,577
Coordinate System:
North Carolina State Plane
Elevation (ft):
-2.9 MLW
USCS:
SP
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.30
Fines (% ):
#200 - 0.30
#230 - 0.30
Organics (% ):
Carbonates (%
7.50
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.30
0.15
0.30
0.15
10
-1.00
2.00
0.30
0.15
0.60
0.30
14
-0.50
1.41
0.50
0.25
1.10
0.55
18
0.00
1.00
1.10
0.55
2.20
1.10
25
0.50
0.71
2.10
1.05
4.30
2.15
35
1.00
0.50
3.50
1.75
7.80
3.90
45
1.50
0.35
14.30
7.15
22.10
11.05
60
2.00
0.25
54.20
27.10
76.30
38.15
70
2.25
0.21
47.20
23.60
123.50
61.75
80
2.50
0.18
51.10
25.55
174.60
87.30
100
2.75
0.15
13.70
6.85
188.30
94.15
120
3.00
0.13
8.80
4.40
197.10
98.55
170
3.50
0.09
2.30
1.15
199.40
99.70
200
3.75
0.07
0.00
0.00
199.40
99.70
230
4.00
0.06
0.00
0.00
199.40
99.70
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.80
2.47
2.38
2.13
1.76
1.59
1.08
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.03
0.24
0.57
-1.8
10.39
IW11

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: T13-11413-13#1
Analysis Date: 10 -24 -11
Analyzed B JCP
y y:
Easting (ft):
2,403,646
Northing (ft):
220,178
Coordinate System:
North Carolina State Plane
Elevation (ft):
-8.3 MLW
USCS:
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.20
Fines (% ):
#200 - 0.20
#230 - 0.20
Organics (% ):
Carbonates (%
7.70
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
0.50
0.25
0.50
0.25
7
-1.50
2.83
0.40
0.20
0.90
0.45
10
-1.00
2.00
0.50
0.25
1.40
0.70
14
-0.50
1.41
1.00
0.50
2.40
1.20
18
0.00
1.00
2.20
1.10
4.60
2.30
25
0.50
0.71
3.50
1.75
8.10
4.05
35
1.00
0.50
6.00
3.00
14.10
7.05
45
1.50
0.35
23.50
11.75
37.60
18.80
60
2.00
0.25
68.60
34.30
106.20
53.10
70
2.25
0.21
42.10
21.05
148.30
74.15
80
2.50
0.18
36.50
18.25
184.80
92.40
100
2.75
0.15
9.50
4.75
194.30
97.15
120
3.00
0.13
4.40
2.20
198.70
99.35
170
3.50
0.09
0.90
0.45
199.60
99.80
200
3.75
0.07
0.00
0.00
199.60
99.80
230
4.00
0.06
0.00
0.00
199.60
99.80
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.64
2.38
2.26
1.95
1.59
1.38
0.66
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.84
0.28
0.62
-1.68
8.57
IN

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: T13-11413-14#1
Analysis Date: 10 -24 -11
Analyzed B JCP
y y:
Easting (ft):
2,404,425
Northing (ft):
220,664
Coordinate System:
North Carolina State Plane
Elevation (ft):
-3.0 MLW
USCS:
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.00
Fines (% ):
#200 - 0.00
#230 - 0.00
Organics (% ):
Carbonates (%
7.90
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
4.30
2.15
4.30
2.15
7
-1.50
2.83
0.20
0.10
4.50
2.25
10
-1.00
2.00
0.20
0.10
4.70
2.35
14
-0.50
1.41
0.20
0.10
4.90
2.45
18
0.00
1.00
0.30
0.15
5.20
2.60
25
0.50
0.71
0.70
0.35
5.90
2.95
35
1.00
0.50
1.50
0.75
7.40
3.70
45
1.50
0.35
7.60
3.80
15.00
7.50
60
2.00
0.25
32.60
16.30
47.60
23.80
70
2.25
0.21
31.40
15.70
79.00
39.50
80
2.50
0.18
75.60
37.80
154.60
77.30
100
2.75
0.15
28.00
14.00
182.60
91.30
120
3.00
0.13
13.90
6.95
196.50
98.25
170
3.50
0.09
3.40
1.70
199.90
99.95
200
3.75
0.07
0.10
0.05
200.00
100.00
230
4.00
0.06
0.00
0.00
200.00
100.00
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.88
2.62
2.48
2.32
2.02
1.76
1.17
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.13
0.23
0.49
-1.28
11.45
IM

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: T13-11413-15#1
Analysis Date: 10 -24 -11
Analyzed B JCP
y y:
Easting (ft):
2,405,454
Northing (ft):
221,106
Coordinate System:
North Carolina State Plane
Elevation (ft):
-7.7 MLW
USCS:
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.30
Fines (% ):
#200 - 0.30
#230 - 0.30
Organics (% ):
Carbonates (%
23.40
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
1.50
0.75
1.50
0.75
7
-1.50
2.83
3.30
1.65
4.80
2.40
10
-1.00
2.00
4.40
2.20
9.20
4.60
14
-0.50
1.41
6.50
3.25
15.70
7.85
18
0.00
1.00
8.20
4.10
23.90
11.95
25
0.50
0.71
9.60
4.80
33.50
16.75
35
1.00
0.50
10.10
5.05
43.60
21.80
45
1.50
0.35
15.80
7.90
59.40
29.70
60
2.00
0.25
41.20
20.60
100.60
50.30
70
2.25
0.21
38.40
19.20
139.00
69.50
80
2.50
0.18
42.70
21.35
181.70
90.85
100
2.75
0.15
11.10
5.55
192.80
96.40
120
3.00
0.13
5.50
2.75
198.30
99.15
170
3.50
0.09
1.10
0.55
199.40
99.70
200
3.75
0.07
0.00
0.00
199.40
99.70
230
4.00
0.06
0.00
0.00
199.40
99.70
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.69
2.42
2.31
1.99
1.20
0.42
-0.94
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.56
0.34
1.07
-1.34
4.25
153

Granularmetric Report
Depths and elevations based on measured values
GBA
ENGINEERS * SURVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: New Topsail Inlet Maintenance Dredging
Sample Name: T13-11413-15#2
Analysis Date: 10 -24 -11
Analyzed B JCP
y y:
Easting (ft):
2,405,454
Northing (ft):
221,106
Coordinate System:
North Carolina State Plane
Elevation (ft):
-14.0 MLW
USCS:
Munsell:
Comments:
Dry Weight (g):
200.00
Wash Weight (g):
200.00
Pan Retained (g):
0.00
Sieve Loss (% ):
0.25
Fines (% ):
#200 - 0.25
#230 - 0.25
Organics (% ):
Carbonates (%
23.40
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
13.20
6.60
13.20
6.60
7
-1.50
2.83
10.80
5.40
24.00
12.00
10
-1.00
2.00
10.00
5.00
34.00
17.00
14
-0.50
1.41
14.20
7.10
48.20
24.10
18
0.00
1.00
20.70
10.35
68.90
34.45
25
0.50
0.71
23.20
11.60
92.10
46.05
35
1.00
0.50
37.70
18.85
129.80
64.90
45
1.50
0.35
41.40
20.70
171.20
85.60
60
2.00
0.25
17.50
8.75
188.70
94.35
70
2.25
0.21
3.70
1.85
192.40
96.20
80
2.50
0.18
5.90
2.95
198.30
99.15
100
2.75
0.15
0.90
0.45
199.20
99.60
120
3.00
0.13
0.30
0.15
199.50
99.75
170
3.50
0.09
0.00
0.00
199.50
99.75
200
3.75
0.07
0.00
0.00
199.50
99.75
230
4.00
0.06
0.00
0.00
199.50
99.75
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.09
1.46
1.24
0.60
-0.46
-1.10
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.29
0.82
1.06
0.09
2.47
154

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Granularmetric Report
Depths and elevations based on measured values
CPE°
Coastal &
2481 NW Bocla Raton Blvd Boca Raton
FL 33431
ph (561) 391 -8102
fax [phone]
Project Name: Topsail Beach Sand Search
Sample Name: TBVC -07 -02 #1
Analysis Date:
Analyzed By:
Fasting (ft):
2,407,685
Northing (ft):
216,446
Coordinate System:
North Carolina State Plane
Elevation (ft):
-29.5 NAVD 88
USCS:
SP
Munsell: Wet - 5Y -6/1
Dry - 5Y -6/1
Washed - 5Y -6/1
Comments:
Dry Weight (g):
82.56
Wash Weight (g):
80.84
Pan Retained (g):
0.19
Sieve Loss (%:
0.10
Fines ):
#20 /o -2.79
#230 -2.40
Organics (%:
Carbonates (%:
Shell Hash (%:
1
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3/4"
-4.25
19.03
0.00
0.00
0.00
0.00
5/8"
-4.00
16.00
0.00
0.00
0.00
0.00
7/16"
-3.50
11.31
0.00
0.00
0.00
0.00
5/16"
-3.00
8.00
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.31
0.38
0.31
0.38
5
-2.00
4.00
0.14
0.17
0.45
0.55
7
-1.50
2.83
0.33
0.40
0.78
0.95
10
-1.00
2.00
0.23
0.28
1.01
1.23
14
-0.50
1.41
0.25
0.30
1.26
1.53
18
0.00
1.00
0.24
0.29
1.50
1.82
25
0.50
0.71
0.35
0.42
1.85
2.24
35
1.00
0.50
0.48
0.58
2.33
2.82
45
1.50
0.35
0.73
0.88
3.06
3.70
60
2.00
0.25
1.54
1.87
4.60
5.57
80
2.50
0.18
11.02
13.35
15.62
18.92
120
3.00
0.13
48.98
59.33
64.60
78.25
170
3.50
0.09
14.44
17.49
79.04
95.74
200
3.75
0.07
1.21
1.47
80.25
97.21
230
4.00
0.06
0.32
0.39
80.57
97.60
Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.48
3.16
2.97
2.76
2.55
2.39
1.85
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.65
0.16
0.72
-4.13
25.8
IW-1

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Granularmetric Report
Depths and elevations based on measured values
CPE°
Coastal &
2481 NW Bocla Raton Blvd Boca Raton
FL 33431
ph (561) 391 -8102
fax [phone]
Project Name: Topsail Beach Sand Search
Sample Name: TBVC -07 -02 #2
Analysis Date: 07 -22 -07
Analyzed By: KD
Fasting (ft):
2,407,685
Northing (ft):
216,446
Coordinate System:
North Carolina State Plane
Elevation (ft):
-33.5 NAVD 88
USCS:
SP
Munsell: Wet - 5Y -4/1
Dry - 5Y -6/1
Washed - 5Y -6/1
Comments:
Dry Weight (g):
91.18
Wash Weight (g):
87.19
Pan Retained (g):
0.07
Sieve Loss (%:
0.00
Fines ):
#20 /o -4.98
#230 -4.44
Organics (%:
Carbonates (%:
Shell Hash (%:
1
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3/4"
-4.25
19.03
0.00
0.00
0.00
0.00
5/8"
-4.00
16.00
0.00
0.00
0.00
0.00
7/16"
-3.50
11.31
0.00
0.00
0.00
0.00
5/16"
-3.00
8.00
0.00
0.00
0.00
0.00
3.5
-2.50
5.66
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.49
0.54
0.49
0.54
10
-1.00
2.00
0.47
0.52
0.96
1.06
14
-0.50
1.41
0.61
0.67
1.57
1.73
18
0.00
1.00
0.45
0.49
2.02
2.22
25
0.50
0.71
0.49
0.54
2.51
2.76
35
1.00
0.50
0.60
0.66
3.11
3.42
45
1.50
0.35
1.12
1.23
4.23
4.65
60
2.00
0.25
1.77
1.94
6.00
6.59
80
2.50
0.18
7.35
8.06
13.35
14.65
120
3.00
0.13
46.12
50.58
59.47
65.23
170
3.50
0.09
25.50
27.97
84.97
93.20
200
3.75
0.07
1.66
1.82
86.63
95.02
230
4.00
0.06
0.49
0.54
87.12
95.56
Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.75
3.34
3.17
2.85
2.60
2.51
1.59
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.72
0.15
0.75
-3.37
17.43
I&U]

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Granularmetric Report
Depths and elevations based on measured values
CPE°
Coastal &
2481 NW Bocla Raton Blvd Boca Raton
FL 33431
ph (561) 391 -8102
fax [phone]
Project Name: Topsail Beach Sand Search
Sample Name: TBVC -07 -02 #3
Analysis Date: 07 -18 -07
Analyzed By: PB
Fasting (ft):
2,407,685
Northing (ft):
216,446
Coordinate System:
North Carolina State Plane
Elevation (ft):
-35.3 NAVD 88
USCS:
SP
Munsell: Wet - 5Y -5/1
Dry - 5Y -6/1
Washed - 5Y -6/1
Comments:
Dry Weight (g):
82.08
Wash Weight (g):
79.47
Pan Retained (g):
0.03
Sieve Loss (%:
0.02
Fines ):
#20 /o -3.49
#230 -3.23
Organics (%:
Carbonates (%:
Shell Hash (%:
1
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3/4"
-4.25
19.03
0.00
0.00
0.00
0.00
5/8"
-4.00
16.00
0.00
0.00
0.00
0.00
7/16"
-3.50
11.31
0.00
0.00
0.00
0.00
5/16"
-3.00
8.00
0.00
0.00
0.00
0.00
3.5
-2.50
5.66
0.18
0.22
0.18
0.22
4
-2.25
4.76
0.00
0.00
0.18
0.22
5
-2.00
4.00
0.14
0.17
0.32
0.39
7
-1.50
2.83
0.16
0.19
0.48
0.58
10
-1.00
2.00
0.21
0.26
0.69
0.84
14
-0.50
1.41
0.43
0.52
1.12
1.36
18
0.00
1.00
0.39
0.48
1.51
1.84
25
0.50
0.71
0.64
0.78
2.15
2.62
35
1.00
0.50
0.91
1.11
3.06
3.73
45
1.50
0.35
1.63
1.99
4.69
5.72
60
2.00
0.25
2.61
3.18
7.30
8.90
80
2.50
0.18
16.22
19.76
23.52
28.66
120
3.00
0.13
43.46
52.95
66.98
81.61
170
3.50
0.09
11.18
13.62
78.16
95.23
200
3.75
0.07
1.05
1.28
79.21
96.51
230
4.00
0.06
0.21
0.26
79.42
96.77
Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.49
3.09
2.94
2.70
2.41
2.18
1.32
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.55
0.17
0.73
-3.24
18.21
IM

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Granularmetric Report
Depths and elevations based on measured values
CPE°
Coastal &
2481 NW Bocla Raton Blvd Boca Raton
FL 33431
ph (561) 391 -8102
fax [phone]
Project Name: Topsail Beach Sand Search
Sample Name: TBVC -07 -02 #4
Analysis Date: 07 -18 -07
Analyzed By: PB
Fasting (ft):
2,407,685
Northing (ft):
216,446
Coordinate System:
North Carolina State Plane
Elevation (ft):
-34.4 NAVD 88
USCS:
SW
Munsell: Wet - 5Y -4/1
Dry - 5Y -5/1
Washed - 5Y -5/1
Comments:
Dry Weight (g):
99.61
Wash Weight (g):
96.33
Pan Retained (g):
0.05
Sieve Loss (%:
0.00
Fines ):
#20 /o -3.51
#230 -3.34
Organics (%:
Carbonates (%:
Shell Hash (%:
25
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3/4"
-4.25
19.03
0.00
0.00
0.00
0.00
5/8"
-4.00
16.00
9.49
9.53
9.49
9.53
7/16"
-3.50
11.31
8.88
8.91
18.37
18.44
5/16"
-3.00
8.00
6.33
6.35
24.70
24.79
3.5
-2.50
5.66
5.67
5.69
30.37
30.48
4
-2.25
4.76
1.65
1.66
32.02
32.14
5
-2.00
4.00
3.80
3.81
35.82
35.95
7
-1.50
2.83
6.75
6.78
42.57
42.73
10
-1.00
2.00
6.22
6.24
48.79
48.97
14
-0.50
1.41
8.57
8.60
57.36
57.57
18
0.00
1.00
7.30
7.33
64.66
64.90
25
0.50
0.71
5.32
5.34
69.98
70.24
35
1.00
0.50
2.61
2.62
72.59
72.86
45
1.50
0.35
1.45
1.46
74.04
74.32
60
2.00
0.25
1.30
1.31
75.34
75.63
80
2.50
0.18
3.88
3.90
79.22
79.53
120
3.00
0.13
11.72
11.77
90.94
91.30
170
3.50
0.09
4.57
4.59
95.51
95.89
200
3.75
0.07
0.60
0.60
96.11
96.49
230
4.00
0.06
0.17
0.17
96.28
96.66
Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.40
2.69
1.76
-0.94
-2.98
-3.64
-4.12
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
-0.86
1.82
2.42
0.31
1.85
158

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Granularmetric Report
Depths and elevations based on measured values
CPE°
Coastal &
2481 NW Bocla Raton Blvd Boca Raton
FL 33431
ph (561) 391 -8102
fax [phone]
Project Name: Topsail Beach Sand Search
Sample Name: TBVC -07 -06 #1
Analysis Date: 07 -26 -07
Analyzed By: ST
Fasting (ft):
2,406,364
Northing (ft):
216,577
Coordinate System:
North Carolina State Plane
Elevation (ft):
-11.9 NAVD 88
USCS:
SP
Munsell: Wet - 5Y -6/1
Dry - 5Y -7/2
Washed - 5Y -7/1
Comments:
Dry Weight (g):
90.86
Wash Weight (g):
89.60
Pan Retained (g):
0.00
Sieve Loss (%:
0.00
Fines ):
#20 /o -1.42
#230 -1.39
Organics (%:
Carbonates (%:
Shell Hash (%:
1
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3/4"
-4.25
19.03
0.00
0.00
0.00
0.00
5/8"
-4.00
16.00
0.00
0.00
0.00
0.00
7/16"
-3.50
11.31
0.00
0.00
0.00
0.00
5/16"
-3.00
8.00
0.00
0.00
0.00
0.00
3.5
-2.50
5.66
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.06
0.07
0.06
0.07
10
-1.00
2.00
0.04
0.04
0.10
0.11
14
-0.50
1.41
0.04
0.04
0.14
0.15
18
0.00
1.00
0.11
0.12
0.25
0.27
25
0.50
0.71
0.52
0.57
0.77
0.84
35
1.00
0.50
1.80
1.98
2.57
2.82
45
1.50
0.35
7.02
7.73
9.59
10.55
60
2.00
0.25
16.28
17.92
25.87
28.47
80
2.50
0.18
44.12
48.56
69.99
77.03
120
3.00
0.13
18.10
19.92
88.09
96.95
170
3.50
0.09
1.35
1.49
89.44
98.44
200
3.75
0.07
0.13
0.14
89.57
98.58
230
4.00
0.06
0.03
0.03
89.60
98.61
Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.95
2.67
2.48
2.22
1.90
1.65
1.14
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.15
0.23
0.53
-1.2
7.1
I&VI

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Granularmetric Report
Depths and elevations based on measured values
CPE°
Coastal &
2481 NW Bocla Raton Blvd Boca Raton
FL 33431
ph (561) 391 -8102
fax [phone]
Project Name: Topsail Beach Sand Search
Sample Name: TBVC -07 -06 #2
Analysis Date: 06 -27 -07
Analyzed By: KW /KR
Fasting (ft):
2,406,364
Northing (ft):
216,577
Coordinate System:
North Carolina State Plane
Elevation (ft):
-15.6 NAVD 88
USCS:
SP
Munsell: Wet - 5Y -6/1
Dry - 5Y -7/1
Washed - 5Y -7/1
Comments:
Dry Weight (g):
77.68
Wash Weight (g):
77.00
Pan Retained (g):
0.01
Sieve Loss (%:
0.00
Fines ):
#20 /o -0.95
#230 -0.90
Organics (%:
Carbonates (%:
Shell Hash (%:
1
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3/4"
-4.25
19.03
0.00
0.00
0.00
0.00
5/8"
-4.00
16.00
0.00
0.00
0.00
0.00
7/16"
-3.50
11.31
0.00
0.00
0.00
0.00
5/16"
-3.00
8.00
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.00
0.00
0.00
0.00
10
-1.00
2.00
0.00
0.00
0.00
0.00
14
-0.50
1.41
0.01
0.01
0.01
0.01
18
0.00
1.00
0.01
0.01
0.02
0.02
25
0.50
0.71
0.02
0.03
0.04
0.05
35
1.00
0.50
0.06
0.08
0.10
0.13
45
1.50
0.35
0.23
0.30
0.33
0.43
60
2.00
0.25
3.76
4.84
4.09
5.27
80
2.50
0.18
31.92
41.09
36.01
46.36
120
3.00
0.13
36.94
47.55
72.95
93.91
170
3.50
0.09
3.81
4.90
76.76
98.81
200
3.75
0.07
0.19
0.24
76.95
99.05
230
4.00
0.06
0.04
0.05
76.99
99.10
Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.11
2.90
2.80
2.54
2.24
2.13
1.97
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.51
0.18
0.35
-0.43
5.34
1[:111

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Granularmetric Report
Depths and elevations based on measured values
CPE°
Coastal &
2481 NW Bocla Raton Blvd Boca Raton
FL 33431
ph (561) 391 -8102
fax [phone]
Project Name: Topsail Beach Sand Search
Sample Name: TBVC -07 -06 #3
Analysis Date: 07 -22 -07
Analyzed By: PB
Fasting (ft):
2,406,364
Northing (ft):
216,577
Coordinate System:
North Carolina State Plane
Elevation (ft):
-19.4 NAVD 88
USCS:
SP
Munsell: Wet - 5Y -6/1
Dry - 5Y -6/1
Washed - 5Y -6/1
Comments:
Dry Weight (g):
87.22
Wash Weight (g):
86.17
Pan Retained (g):
0.01
Sieve Loss (%:
0.01
Fines ):
#20 /o -1.25
#230 -1.23
Organics (%:
Carbonates (%:
Shell Hash (%:
1
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3/4"
-4.25
19.03
0.00
0.00
0.00
0.00
5/8"
-4.00
16.00
0.00
0.00
0.00
0.00
7/16"
-3.50
11.31
0.00
0.00
0.00
0.00
5/16"
-3.00
8.00
0.00
0.00
0.00
0.00
3.5
-2.50
5.66
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.01
0.01
0.01
0.01
10
-1.00
2.00
0.04
0.05
0.05
0.06
14
-0.50
1.41
0.05
0.06
0.10
0.12
18
0.00
1.00
0.10
0.11
0.20
0.23
25
0.50
0.71
0.21
0.24
0.41
0.47
35
1.00
0.50
0.62
0.71
1.03
1.18
45
1.50
0.35
3.22
3.69
4.25
4.87
60
2.00
0.25
15.57
17.85
19.82
22.72
80
2.50
0.18
42.51
48.74
62.33
71.46
120
3.00
0.13
22.52
25.82
84.85
97.28
170
3.50
0.09
1.23
1.41
86.08
98.69
200
3.75
0.07
0.05
0.06
86.13
98.75
230
4.00
0.06
0.02
0.02
86.15
98.77
Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.96
2.74
2.57
2.28
2.02
1.81
1.50
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.25
0.21
0.46
-1.17
7.91
11.1

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Granularmetric Report
Depths and elevations based on measured values
CPE°
Coastal &
2481 NW Bocla Raton Blvd Boca Raton
FL 33431
ph (561) 391 -8102
fax [phone]
Project Name: Topsail Beach Sand Search
Sample Name: TBVC -07 -11 #1
Analysis Date: 07 -22 -07
Analyzed By: PB
Fasting (ft):
2,406,765
Northing (ft):
216,129
Coordinate System:
North Carolina State Plane
Elevation (ft):
-20.5 NAVD 88
USCS:
SP
Munsell: Wet - 5Y -7/1
Dry - 5Y -6/1
Washed - 5Y -7/1
Comments:
Dry Weight (g):
90.57
Wash Weight (g):
89.44
Pan Retained (g):
0.02
Sieve Loss (%:
0.00
Fines ):
#20 /o -1.34
#230 -1.27
Organics (%:
Carbonates (%:
Shell Hash (%:
1
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3/4"
-4.25
19.03
0.00
0.00
0.00
0.00
5/8"
-4.00
16.00
0.00
0.00
0.00
0.00
7/16"
-3.50
11.31
0.00
0.00
0.00
0.00
5/16"
-3.00
8.00
0.00
0.00
0.00
0.00
3.5
-2.50
5.66
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.01
0.01
0.01
0.01
10
-1.00
2.00
0.00
0.00
0.01
0.01
14
-0.50
1.41
0.01
0.01
0.02
0.02
18
0.00
1.00
0.00
0.00
0.02
0.02
25
0.50
0.71
0.01
0.01
0.03
0.03
35
1.00
0.50
0.03
0.03
0.06
0.06
45
1.50
0.35
0.13
0.14
0.19
0.20
60
2.00
0.25
1.45
1.60
1.64
1.80
80
2.50
0.18
29.87
32.98
31.51
34.78
120
3.00
0.13
52.01
57.43
83.52
92.21
170
3.50
0.09
5.54
6.12
89.06
98.33
200
3.75
0.07
0.30
0.33
89.36
98.66
230
4.00
0.06
0.06
0.07
89.42
98.73
Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.23
2.93
2.85
2.63
2.35
2.22
2.05
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.6
0.16
0.32
-0.6
8.86
I"M

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Granularmetric Report
Depths and elevations based on measured values
CPE°
Coastal &
2481 NW Bocla Raton Blvd Boca Raton
FL 33431
ph (561) 391 -8102
fax [phone]
Project Name: Topsail Beach Sand Search
Sample Name: TBVC -07 -11 #2
Analysis Date: 07 -15 -07
Analyzed By: KD
Fasting (ft):
2,406,765
Northing (ft):
216,129
Coordinate System:
North Carolina State Plane
Elevation (ft):
-23.0 NAVD 88
USCS:
SP
Munsell: Wet - 5Y -7/1
Dry - 5Y -7/1
Washed - 5Y -7/1
Comments:
Dry Weight (g):
96.15
Wash Weight (g):
94.81
Pan Retained (g):
0.02
Sieve Loss (%:
0.02
Fines ):
#20 /o -1.48
#230 -1.44
Organics (%:
Carbonates (%:
Shell Hash (%:
1
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3/4"
-4.25
19.03
0.00
0.00
0.00
0.00
5/8"
-4.00
16.00
0.00
0.00
0.00
0.00
7/16"
-3.50
11.31
0.00
0.00
0.00
0.00
5/16"
-3.00
8.00
0.00
0.00
0.00
0.00
3.5
-2.50
5.66
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.04
0.04
0.04
0.04
7
-1.50
2.83
0.00
0.00
0.04
0.04
10
-1.00
2.00
0.01
0.01
0.05
0.05
14
-0.50
1.41
0.07
0.07
0.12
0.12
18
0.00
1.00
0.04
0.04
0.16
0.16
25
0.50
0.71
0.12
0.12
0.28
0.28
35
1.00
0.50
0.18
0.19
0.46
0.47
45
1.50
0.35
0.49
0.51
0.95
0.98
60
2.00
0.25
3.39
3.53
4.34
4.51
80
2.50
0.18
33.45
34.79
37.79
39.30
120
3.00
0.13
52.06
54.14
89.85
93.44
170
3.50
0.09
4.74
4.93
94.59
98.37
200
3.75
0.07
0.14
0.15
94.73
98.52
230
4.00
0.06
0.04
0.04
94.77
98.56
Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.16
2.91
2.83
2.60
2.29
2.17
2.01
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.54
0.17
0.38
-2.18
20.19
I

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Granularmetric Report
Depths and elevations based on measured values
CPE°
Coastal &
2481 NW Bocla Raton Blvd Boca Raton
FL 33431
ph (561) 391 -8102
fax [phone]
Project Name: Topsail Beach Sand Search
Sample Name: TBVC -07 -15 #1
Analysis Date: 07 -16 -07
Analyzed By: JG
Fasting (ft):
2,406,052
Northing (ft):
215,803
Coordinate System:
North Carolina State Plane
Elevation (ft):
-20.1 NAVD 88
USCS:
SP
Munsell: Wet - 5Y -7/1
Dry - 5Y -7/1
Washed - 5Y -7/1
Comments:
Dry Weight (g):
83.57
Wash Weight (g):
82.57
Pan Retained (g):
0.00
Sieve Loss (%:
0.07
Fines ):
#20 /o -1.35
#230 -1.25
Organics (%:
Carbonates (%:
Shell Hash (%:
1
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3/4"
-4.25
19.03
0.00
0.00
0.00
0.00
5/8"
-4.00
16.00
0.00
0.00
0.00
0.00
7/16"
-3.50
11.31
0.00
0.00
0.00
0.00
5/16"
-3.00
8.00
0.00
0.00
0.00
0.00
3.5
-2.50
5.66
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.00
0.00
0.00
0.00
5
-2.00
4.00
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.04
0.05
0.04
0.05
10
-1.00
2.00
0.01
0.01
0.05
0.06
14
-0.50
1.41
0.00
0.00
0.05
0.06
18
0.00
1.00
0.01
0.01
0.06
0.07
25
0.50
0.71
0.04
0.05
0.10
0.12
35
1.00
0.50
0.03
0.04
0.13
0.16
45
1.50
0.35
0.06
0.07
0.19
0.23
60
2.00
0.25
0.59
0.71
0.78
0.94
80
2.50
0.18
18.34
21.95
19.12
22.89
120
3.00
0.13
53.30
63.78
72.42
86.67
170
3.50
0.09
9.71
11.62
82.13
98.29
200
3.75
0.07
0.30
0.36
82.43
98.65
230
4.00
0.06
0.08
0.10
82.51
98.75
Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.36
2.98
2.91
2.71
2.52
2.34
2.09
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.69
0.15
0.33
-1.72
22.74
IBEI

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Granularmetric Report
Depths and elevations based on measured values
CPE°
Coastal &
2481 NW Bocla Raton Blvd Boca Raton
FL 33431
ph (561) 391 -8102
fax [phone]
Project Name: Topsail Beach Sand Search
Sample Name: TBVC -07 -15 #2
Analysis Date: 07 -16 -07
Analyzed By: JG
Fasting (ft):
2,406,052
Northing (ft):
215,803
Coordinate System:
North Carolina State Plane
Elevation (ft):
-23.7 NAVD 88
USCS:
SP
Munsell: Wet - 5Y -7/1
Dry - 5Y -7/1
Washed - 5Y -7/1
Comments:
Dry Weight (g):
91.49
Wash Weight (g):
90.07
Pan Retained (g):
0.02
Sieve Loss (%:
0.04
Fines ):
#20 /o -1.75
#230 -1.63
Organics (%:
Carbonates (%:
Shell Hash (%:
1
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
3/4"
-4.25
19.03
0.00
0.00
0.00
0.00
5/8"
-4.00
16.00
0.00
0.00
0.00
0.00
7/16"
-3.50
11.31
0.00
0.00
0.00
0.00
5/16"
-3.00
8.00
0.00
0.00
0.00
0.00
3.5
-2.50
5.66
0.00
0.00
0.00
0.00
4
-2.25
4.76
0.14
0.15
0.14
0.15
5
-2.00
4.00
0.00
0.00
0.14
0.15
7
-1.50
2.83
0.00
0.00
0.14
0.15
10
-1.00
2.00
0.01
0.01
0.15
0.16
14
-0.50
1.41
0.03
0.03
0.18
0.19
18
0.00
1.00
0.02
0.02
0.20
0.21
25
0.50
0.71
0.03
0.03
0.23
0.24
35
1.00
0.50
0.06
0.07
0.29
0.31
45
1.50
0.35
0.18
0.20
0.47
0.51
60
2.00
0.25
1.77
1.93
2.24
2.44
80
2.50
0.18
23.93
26.16
26.17
28.60
120
3.00
0.13
53.26
58.21
79.43
86.81
170
3.50
0.09
10.03
10.96
89.46
97.77
200
3.75
0.07
0.44
0.48
89.90
98.25
230
4.00
0.06
0.11
0.12
90.01
98.37
Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.37
2.98
2.90
2.68
2.43
2.26
2.05
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.64
0.16
0.41
-3.46
41.44
1".11

Granularmetric Report
Depths and elevations based on measured values
EN[iINEERB * Sl1RVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: Topsail Beach Renourishment
Sample Name: TOPCRK -1 #1
Analysis Date: 05 -13 -10
Analyzed B JCP
y y:
Easting (ft):
2,402,876
Northing (ft):
222,397
Coordinate System:
North Carolina State Plane
Elevation (ft):
-7.0 NAVD 88
USCS:
SP
Munsell:
Comments:
Dry Weight (g):
363.70
Wash Weight (g):
364.60
Pan Retained (g):
0.20
Sieve Loss (% ):
0.25
Fines (% ):
#200 - 0.05
#230 - 0.05
Organics (% ):
Carbonates (%
4.60
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.00
0.00
0.00
0.00
10
-1.00
2.00
0.10
0.03
0.10
0.03
14
-0.50
1.41
0.50
0.14
0.60
0.16
18
0.00
1.00
0.70
0.19
1.30
0.36
25
0.50
0.71
1.40
0.38
2.70
0.74
35
1.00
0.50
3.60
0.99
6.30
1.73
45
1.50
0.35
12.30
3.38
18.60
5.11
60
2.00
0.25
103.10
28.35
121.70
33.46
70
2.25
0.21
98.50
27.08
220.20
60.54
80
2.50
0.18
97.40
26.78
317.60
87.32
100
2.75
0.15
33.80
9.29
351.40
96.62
120
3.00
0.13
9.90
2.72
361.30
99.34
170
3.50
0.09
1.90
0.52
363.20
99.86
200
3.75
0.07
0.30
0.08
363.50
99.95
230
4.00
0.06
0.00
0.00
363.50
99.95
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.71
2.47
2.38
2.15
1.85
1.69
1.48
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.1
0.23
0.43
-1.32
9.08
111.%1

Granularmetric Report
Depths and elevations based on measured values
EN[iINEERB * Sl1RVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: Topsail Beach Renourishment
Sample Name: TOPCRK -2 #1
Analysis Date: 05 -14 -10
Analyzed B JCP
y y:
Easting (ft):
2,403,849
Northing (ft):
222,230
Coordinate System:
North Carolina State Plane
Elevation (ft):
-3.1 NAVD 88
USCS:
SP
Munsell:
Comments:
Dry Weight (g):
270.20
Wash Weight (g):
271.50
Pan Retained (g):
0.50
Sieve Loss (% ):
0.30
Fines (% ):
#200 - 0.04
#230 - 0.00
Organics (% ):
Carbonates (%
4.80
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.00
0.00
0.00
0.00
10
-1.00
2.00
0.10
0.04
0.10
0.04
14
-0.50
1.41
0.20
0.07
0.30
0.11
18
0.00
1.00
0.60
0.22
0.90
0.33
25
0.50
0.71
0.50
0.19
1.40
0.52
35
1.00
0.50
2.30
0.85
3.70
1.37
45
1.50
0.35
5.90
2.18
9.60
3.55
60
2.00
0.25
30.20
11.18
39.80
14.73
70
2.25
0.21
64.80
23.98
104.60
38.71
80
2.50
0.18
105.50
39.05
210.10
77.76
100
2.75
0.15
43.40
16.06
253.50
93.82
120
3.00
0.13
13.90
5.14
267.40
98.96
170
3.50
0.09
2.50
0.93
269.90
99.89
200
3.75
0.07
0.20
0.07
270.10
99.96
230
4.00
0.06
0.10
0.04
270.20
100.00
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.81
2.60
2.48
2.32
2.11
2.01
1.56
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.27
0.21
0.41
-1.86
12.4
Iff- A

Granularmetric Report
Depths and elevations based on measured values
EN[iINEERB * Sl1RVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: Topsail Beach Renourishment
Sample Name: TOPCRK -3 #1
Analysis Date: 05 -13 -10
Analyzed B JCP
y y:
Easting (ft):
2,404,072
Northing (ft):
221,513
Coordinate System:
North Carolina State Plane
Elevation (ft):
-6.1 NAVD 88
USCS:
Munsell:
Comments:
Dry Weight (g):
297.70
Wash Weight (g):
298.00
Pan Retained (g):
0.50
Sieve Loss (% ):
0.17
Fines (% ):
#200 - 0.24
#230 - 0.24
Organics (% ):
Carbonates (%
5.20
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
1.10
0.37
1.10
0.37
7
-1.50
2.83
0.40
0.13
1.50
0.50
10
-1.00
2.00
0.10
0.03
1.60
0.54
14
-0.50
1.41
0.40
0.13
2.00
0.67
18
0.00
1.00
0.60
0.20
2.60
0.87
25
0.50
0.71
1.60
0.54
4.20
1.41
35
1.00
0.50
3.00
1.01
7.20
2.42
45
1.50
0.35
13.10
4.40
20.30
6.82
60
2.00
0.25
66.40
22.30
86.70
29.12
70
2.25
0.21
50.90
17.10
137.60
46.22
80
2.50
0.18
96.30
32.35
233.90
78.57
100
2.75
0.15
41.20
13.84
275.10
92.41
120
3.00
0.13
18.60
6.25
293.70
98.66
170
3.50
0.09
3.10
1.04
296.80
99.70
200
3.75
0.07
0.20
0.07
297.00
99.76
230
4.00
0.06
0.00
0.00
297.00
99.76
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.85
2.60
2.47
2.28
1.91
1.71
1.29
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.16
0.22
0.5
-1.71
11.67
I11-N

Granularmetric Report
Depths and elevations based on measured values
EN[iINEERB * Sl1RVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: Topsail Beach Renourishment
Sample Name: TOPCRK -4 #1
Analysis Date: 05 -15 -10
Analyzed B JCP
y y:
Easting (ft):
2,404,392
Northing (ft):
220,849
Coordinate System:
North Carolina State Plane
Elevation (ft):
-4.6 NAVD 88
USCS:
SP
Munsell:
Comments:
Dry Weight (g):
273.60
Wash Weight (g):
273.90
Pan Retained (g):
0.40
Sieve Loss (% ):
0.11
Fines (% ):
#200 - 0.15
#230 - 0.15
Organics (% ):
Carbonates (%
5.80
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
0.00
0.00
0.00
0.00
7
-1.50
2.83
0.00
0.00
0.00
0.00
10
-1.00
2.00
0.00
0.00
0.00
0.00
14
-0.50
1.41
0.00
0.00
0.00
0.00
18
0.00
1.00
0.20
0.07
0.20
0.07
25
0.50
0.71
0.50
0.18
0.70
0.26
35
1.00
0.50
0.80
0.29
1.50
0.55
45
1.50
0.35
2.60
0.95
4.10
1.50
60
2.00
0.25
10.30
3.76
14.40
5.26
70
2.25
0.21
17.90
6.54
32.30
11.81
80
2.50
0.18
122.00
44.59
154.30
56.40
100
2.75
0.15
69.50
25.40
223.80
81.80
120
3.00
0.13
41.00
14.99
264.80
96.78
170
3.50
0.09
8.00
2.92
272.80
99.71
200
3.75
0.07
0.40
0.15
273.20
99.85
230
4.00
0.06
0.00
0.00
273.20
99.85
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.97
2.79
2.68
2.46
2.32
2.27
1.97
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.48
0.18
0.35
-1.47
11.45
IM-4

Granularmetric Report
Depths and elevations based on measured values
EN[iINEERB * Sl1RVEYORS
Gahagan & Bryant Associates of North Carolina
295 -A N. Green Meadows Dr.
Wilmington, NC 28405 -3933
ph 910 - 313 -3338
fax 910 - 313 -6822
Project Name: Topsail Beach Renourishment
Sample Name: BNKCHN -1 #1
Analysis Date: 05 -15 -10
Analyzed B JCP
y y:
Easting (ft):
2,408,189
Northing (ft):
222,800
Coordinate System:
North Carolina State Plane
Elevation (ft):
-5.4 NAVD 88
USCS:
Munsell:
Comments:
Dry Weight (g):
297.20
Wash Weight (g):
297.60
Pan Retained (g):
0.10
Sieve Loss (% ):
0.13
Fines (% ):
#200 - 0.07
#230 - 0.03
Organics (% ):
Carbonates (%
13.60
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
4
-2.25
4.76
1.20
0.40
1.20
0.40
7
-1.50
2.83
2.70
0.91
3.90
1.31
10
-1.00
2.00
2.90
0.98
6.80
2.29
14
-0.50
1.41
4.70
1.58
11.50
3.87
18
0.00
1.00
6.30
2.12
17.80
5.99
25
0.50
0.71
8.10
2.73
25.90
8.71
35
1.00
0.50
16.90
5.69
42.80
14.40
45
1.50
0.35
33.00
11.10
75.80
25.50
60
2.00
0.25
70.60
23.76
146.40
49.26
70
2.25
0.21
50.00
16.82
196.40
66.08
80
2.50
0.18
56.40
18.98
252.80
85.06
100
2.75
0.15
28.30
9.52
281.10
94.58
120
3.00
0.13
12.70
4.27
293.80
98.86
170
3.50
0.09
3.00
1.01
296.80
99.87
200
3.75
0.07
0.20
0.07
297.00
99.93
230
4.00
0.06
0.10
0.03
297.10
99.97
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.77
2.49
2.37
2.01
1.48
1.07
-0.23
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.77
0.29
0.89
-1.56
6.14
`INII

APPENDIX A
Section 4
Topsail Beach Nourishment Project
Vibracore Photographs
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