20011836 Ver 1_Complete File_20060202

?0F WA7' 9p Michael F. Easley, Governor
?O G William G. Ross, Jr., Secretary
co North Carolina Department of Environment and Natural Resources
>_ y
Alan W. Klimek, P.E. Director
Division of Water Quality
February 7, 2006
Town of holden Beach
Mr. Steve Wheeler, Town Manager
110 Rothschild Street
Holden Beach, NC 28462
SUBJECT: Approval of 401 Water Quality and
ulgkoRomq Additional Conditions
Town of Holden Beach
FEB I 0 2006 Renourishment Project
DWQ Project # 011836 MOD
WE M DENR - WATER Brunswick County
Dear Mr. Wheeler: TAkDST TRBH
This approval allows you to do the work described in the Request for a Permit Modification to the CAMA
Major Permit #14-02. This approval is only valid for the purpose and design that you described in your
CAMA Permit Modification Request received by the Division of Water Quality (DWQ) on February 3,
2006. After reviewing your proposed changes, we have determined that General Water Quality
Certification Number 3400 covers this activity. You have our approval, in accordance with the attached
conditions (WQC # 3400) to modify the project as proposed in the LAMA Modification request dated
August 2005. This approval allows you to:
1. Increase the original volume of material to 800,000 cy.
2. Extend the eastern boundary by 850 linear feet.
3. Increase the berm height to +8 NGVD29, and disposal cross-sectional width to approximately
300 ft.
4. Allow the use of a new borrow pit site (Kirby Walter Borrow Site).
This approval is only valid for the purpose and design that you described in your CAMA Modification
dated August 2005 received by the Division of Water Quality (DWQ) on February 3, 2006. After
reviewing your application, we have determined that General Water Quality Certification Number 3400
covers this activity. This Certification can also be found on line at:
http://h2o.enr.state.nc.us/ncwet]ands/certs.litml. This Certification allows you to use your CAMA Permit
when the NC Division of Coastal Management issues it. Please keep in mind that there may be additional
Federal, State or Local regulations applicable to your project, such as (but not limited to) Sediment and
Erosion Control, Non-Discharge and Water Supply Watershed regulations and Coastal Stormwater. In
addition, this approval will expire when the accompanying CAMA Permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your CAMA Modification
August 2005. If you change or modify your project, you must notify the Division (DWQ) in writing and
you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby
responsible for complying with all conditions. If total wetland fills for this project (now or in the future)
exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For
this approval to be valid, you must follow the conditions listed in the attached certification and the
additional conditions listed on the following page.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet h2o.enr.state. nc.us NorthCaro/lCarofin
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper Nat
/a
/if
Page Two
Town of Holden Beach
Mr. Steve Wheeler, Town Manager
February 7, 2006
DWQ Project # 01 1836 Mod
The Additional Conditions of the Certification are:
1. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-construction Notice Application. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
2. Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to return
the attached certificate of completion to this office and a copy to the 4010versight/Express
Review Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service
Center, Raleigh, NC, 27699-1650.
Please notify this Office at the number listed below if any problem arises during the construction of the
project that may affect water quality.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
Please read the conditions associated with General Certification # 3400 (enclosed) and if you do not
accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are
final and binding unless you ask for a hearing.
This letter completes the review of the DWQ Permit #011836 Mod under Section 401 of the Clean Water
Act. If you have any questions, please telephone Joanne Steenhuis or Ed Beck at 910-796-7215.
Sincerely,
a r`
Alan W. Klimek, Y.E.
Enclosures: GC 3400 i
Certificate of Completion
cc: Corps of Engineers Wilmington Field Office - Henry Wicker
DCM Wilmington - Jim Gregsonl T H I N 0 T
DCM Morehead - Doug I iuggett
401 Oversight/Express Review Permitting Unit - Ian McMiI
TM - Chris Mack
A17'A M A P E Fwih M I T
WiRO
Central Files
A LTNCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
MEMORANDUM
TO: Doug Huggett
FROM: Jim Gregson D RR
District Mana r, Wilmington D
FEB 1 0 2006
DATE: Ma-H3, 2005
WEII.ANDSANDSTORMWATRte
SUBJECT: Modification Request BRANCH
CAMA Major / Dredge and Fill Permit No. 14-02
Town of Holden Beach
Brunswick County
Applied Technology & Management, on behalf of the Town of Holden Beach has requested a modification to State
Permit No. 14-02. Permit No. 14-02 was issued to the Town of Holden Beach on February 1, 2002, for the
nourishment of approximately 5.7 miles of oceanfront shoreline utilizing upland sand sources from Oyster Harbour
Subdivision and Seascape Subdivision, which at that time were development projects under construction in the area.
The fill placed on the ocean beach was to supplement and extend the Federal Section 933 project. On February 27,
2002, Permit No. 14-02 was amended to add a section in condition (4) concerning the requirement for the delineation
of the first line of stable natural vegetation prior to any beach nourishment activity.
On February 6, 2003, Permit No. 14-02 was modified to authorize an additional borrow site as a source for obtaining
beach quality material for the project. This site is located within the Lakes at Lockwood development.
The applicant is currently requesting a modification to Permit No. 14-02 to include the following:
(1) increasing the original volume of material from 735,000 cy to 800,000 cy.
(2) extending the eastern permit boundary an additional 850 linear feet
(3) extending the permit expiration date to December 31, 2008
(4) increasing the design berm height to +8 ft. NGVD29, and disposal cross-sectional width to
approximately 300 ft., and
(5) to allow the use of a new borrow site known as the "Kirby Walter Borrow Site"
Currently the Town proposes to place an additional 500,000 cy of material along Holden Beach between stations
38+00 and 96+00 and between stations 245+00 and 319+00. The additional 500,000 cy would exceed the current
permitted volume of 735,000 cy by approximately 65,000 cy. The material placed between station 46+50 and 38+00
would represent an extension of the existing permitted project by 850 linear feet.
The applicant is also requesting an expansion of the vertical limits of the fill template from between -4.8 ft. and +7.0
ft., NGVD29 to a maximum vertical limit of +8 ft. NGVD29 in order to place the maximutn amount of sediment and
to extend the life of the project.
In order to provide enough suitable material for the proposed project, the Town is also proposing to utilize a new
borrow site. This site is a 38-acre site located near the intersection of Turkey Trap Road an Stanbury Road,
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer
Town of Holden Beach Modification Request
August 17, 2005
Page Two
approximately 3.6 miles from Holden Beach. The site is being purchased by the Town and an application for a mining
permit is being submitted to the Division of Land Resources. The applicant estimates that the site contains over
800,000cy of beach compatible material. A Summary of Borrow Site Material Characteristics and Beach Compatibility
for the "Kirby Walter Borrow Site is attached to the applicant's request. Additionally, Jeff Warren will be meeting the
Town and consultant at the site today to review the test results.
It is my understanding that the Section 933 project placed up to 50 cy per linear foot of shoreline. The combination of
the 933 project and the "gap fill" project by the Town in the 933 project area may have exceeded the 50 cy per linear
foot threshold for that particular area. It is unclear what the total deposition rate was for the entire beach for both
projects combined. I am not aware that the Town conducted a pre-project vegetation line determination as per
condition (4) of the original permit.
This Office has no objection to the project proposal provided that the compatibility of the borrow site material is
adequate. I will try to obtain additional information from the Corps of Engineers on the 933 project in the next few
days.
The applicant submitted a check (check No. 015685) in the amount of $100.00 for the modification request. I
contacted ATM today concerning the additional fee for the permit renewal and anticipate a check shortly.
cc: Wilmington Files
Ted Tyndall
Henry Wicker (COE)
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer
I 1 1
POST OFFICE BOX 20336
CHARLESTON, SOUTH CAROLINA 29413-0336
[phone] FAX [phone]
www.appliedtm.com

August 10, 2005
I,
,vG
Mr. Jim Gregson
NC Department of Environmental and Natural Resource
Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
2rLg=/;?,?od??
FEB 1 0 2006
WEn I D8 AID SANER QUALITY
aRMNti17ER BRANCH
RE: Holden Beach Nourishment Project, Brunswick County NCDCM Permit No. 14-02
(USACE Permit No. 200101101)
Dear Mr. Gregson:
ATM has been requested by the Town of Holden Beach to process five modifications to their
current beach nourishment project permit (NCDCM Permit No. 14-02, issued on February 1,
2002). Under the existing permit, the town is permitted to place up to 735,000 cubic yards (cy)
of sand along 30,300 feet (ft) of shoreline between 238 Ocean Blvd East and 1099 Ocean Blvd
West, or between stations 46+50 and 317+00. Dimensions of the disposal area are 30,300 ft in
the long shore direction and 250 ft in the cross-shore direction. Approximate elevation of the
tract is between -4.8 ft and +7.0 ft referenced to the National Geodetic Vertical Datum of 1929
(NGVD29).
The requested modifications to the current NCDCM permit include: (1) increasing the original
total placed volume from 735,000 cy to 800,000 cy, (2) extending the eastern permit boundary an
additional 850 ft, (3) extending the permit expiration date to December 31, 2008, (4) increasing
the design berm height to +8 ft NGVD29, and disposal cross-sectional width to approximately
300 ft, (5) and to allow the use of the proposed Kirby Walter Borrow Site.
The USACE Phase I Permit (No. 200101101), issued on February 28, 2002, allowed for
placement of beach compatible sediment between stations 46+50 and 247+00. The Town of
Holden Beach and ATM have decided to pursue a new federal permit to include the Holden
Beach shore line between stations 38+00 and 96+00 and between stations 245+00 and 319+00.
Environmental & Coastal Engineers, Scientists & Management Consultants
Summarv of Construction Completed
To supplement the USACE Section 933 project conducted between December 8, 2001 and
February 20, 2002, the Town placed 141,800 cy of sediment between Stations 66+00 and
217+00 during March 7 and April 30, 2002. This effort extended the USACE 933 fill by 2,200 ft
in both the east and west directions and placed material in the "gap" area landward of the
USACE Section 933 design. Approximately 30,000 cy of additional fill material was placed
during the winter of 2002 - 2003 between stations 90+00 and 175+00. Between December 2003
and April 2004, the Town also placed 69,175 cy of sediment between stations 46+00 and
68+00, and 53,490 cy between stations 215+00 and 238+00.
Modification Request 1: Additional Placement Volume
The Town plans to place an additional 500,000 cy of material between stations 38+00 and 96+00
on the eastern side of the island and between stations 245+00 and 319+00 on the western side of
the island. With the additional 500,000 cy of sediment, the total volume placed by the Town
since February 1, 2002 will be approximately 800,000 cy, exceeding the volume limit specified
by the original permit by 65,000 cy. Therefore, the Town requests to increase the permitted
volume by 65,000 cy to allow for a total of 800,000 cy under the NCDCM permit.
Modification Request 2: Extend the Eastern Permit Boundary
The current permit allows for placement of beach compatible fill material along Holden Beach
between 238 Ocean Blvd East and 1099 Ocean Blvd West (corresponding to stations 46+50 and
317+00). The Town plans to nourish the shoreline between stations 38+00 and 96+00 on the
eastern side and between 245+00 and 319+00 on the western side. This plan exceeds the eastern
permitted boundary by 850 ft. The Town requests an extension of the permitted boundary east to
station 38+00.
Modification Request 3: Permit Expiration Date
The current NCDCM permit is set to expire on December 31, 2005. This does not allow
sufficient time for the Town to obtain the required Federal permits and construct the proposed
nourishment. The Town requests that the current permit expiration date be modified to allow
work to be conducted until December 31, 2008.
Modification Request 4: Fill Design
The current NCDCM permit identifies the approximate vertical limits of fill to be between -4.8 ft
and +7.0 ft, NGVD29, and the disposal area width to be approximately 250 ft (cross-shore
direction). In order to place the maximum amount of sediment and extend the life of the project,
the current design requires a berm elevation of +8 ft NGVD29. Our constructed placement width
(from landward edge of berm to toe of fill) ranges between 245 ft and 300 ft. The Town would
like to request that elevation of fill be modified to specify a maximum vertical limit of
approximately +8 ft referenced to NGVD29 and the permitted disposal width be increased from
250 ft to 300 ft.
Modification Reauest 5: Alternative Borrow Site
Previous Town efforts under the current permit have utilized three different upland borrow
sources for beach sediment: Oyster Harbor, the Boyd Street stock pile site and the Smith Borrow
site. In order to provide enough suitable material for the proposed project, a new potential
upland borrow source has been identified by the Town. This 38-acre site is located near the
intersection of Turkey Trap Road and Stanbury Road, approximately 3.6 miles from the beach.
The site has been purchased by the Town and a mining permit for excavation of the site is
currently being pursued from the NC Division of Land Management. A copy of the permit will
be forwarded to your office upon our receipt. It is estimated that this borrow site contains over
800,000 cy of beach compatible sediment. The Town has obtained borings and completed grain
size analysis of sediments from the proposed borrow site, as described in the enclosed Summary
of Borrow Site Material Characteristics and Beach Compatibility - Kirby Walter Borrow Site. A
USACE certified jurisdictional wetland boundary survey has been conducted on the borrow site,
from which a wetland plat will been created. There are approximately 6.6 acres of wetlands on
the Kirby Walter Borrow Site, all of which will be protected from impact during excavation.
In summary, the requested modifications to the current NCDCM permit include: (1) increasing
the original total placed volume from 735,000 cy to 800,000 cy, (2) extending the eastern permit
boundary an additional 850 ft, (3) extending the permit expiration date to December 31, 2008,
(4) increasing the design berm height to +8 ft, NGVD29, and disposal cross-sectional width to
300 ft, (5) and finally to allow the use of the proposed Kirby Walter Borrow Site.
Thank you for your consideration of these permit modification requests. If you need
supplemental information or clarification pertaining to this request, please contact Mr. Paul
Carroll or myself at 843-884-8750.
Sincerely,
Chris Mack
Senior Coastal Engineer, PE
Applied Technology and Management
Enclosures (1)
Borrow Site Analytical Results and Summary
Permit Drawings
cc: Steve Wheeler, Town of Holden Beach
Henry Wicker, USACE
Summary of Borrow Site Material Characteristics and Beach
Compatibility -Kirby Walter Borrow Site
The proposed borrow site for this project is a sediment source located near the
intersection of Turkey Trap Road and Stanbury Road (referred to as the Kirby
Walter Borrow Site), approximately 3.6 miles from the beach. The majority of
the 38 acre site is medium to densely covered with trees and other vegetation.
There are no surface water features and no jurisdictional stream channels
present within the property boundaries. The property is mapped as Leon fine
sand (Lo), Mandarin fine sand (Ma), Muckalee loam (Mk), and Kureb fine sandy
loam 0-2% slopes (KrB) based on the Soil Survey of Brunswick county, North
Carolina.
On May 20 and 23, 2005, Environmental Services, Inc., (ESI) conducted a
jurisdictional wetland delineation for the site during which five jurisdictional
wetland areas were delineated. Four of the five areas are relatively small and
are not a significant concern. The remaining wetland area includes a significant
portion of the northern and central part of the borrow site. The wetland areas
located on the property include several small isolated depressions and a
headwater slough that drains to the north off the property. The upland areas
located on the property are best described as xeric sandhill scrub.
In order to determine the compatibility of the Kirby Walter Borrow Site material,
ATM contracted with Engineering Consulting Services, Inc. (ECS) to collect 10
soil borings from within the Kirby Walter Borrow Site. The borings began at the
natural ground surface and were driven to a depth of approximately 35 ft to 40 ft
below grade. Continuous split spoon sampling was conducted at 2 ft intervals.
From these 10 borings, 40 composite samples were created and analyzed by
ECS according to standard grain size analysis methods.
The soil borings revealed clay lenses throughout the borrow site, varying in
thickness between 2 ft and 8 ft. Greater thicknesses were found toward the
southwest end of the site. Towards the northeast end, clay lenses were less
substantial and mean sediment grain sizes generally increased. The sediment is
described as light grey, fine to medium sand toward the northeast portion of the
borrow site and brownish grey, fine to medium sand and clayey sand toward the
southwest.
Each composite soil sample selected for grain size analysis was tested in
accordance with ASTM D-422 "Standard Test Method for Particle Size Analysis
of Soils", ASTM D-1140 "Standard Test Method for Amount of Material in Soils
Finer than the No. 200 Sieve". Graduation analysis included the following sieve
sizes: 3/4, 3/8, #4, #10, #20, #40, #60, #100, #200. Geotechnical Summary
Table 1 shows the USCS soils classification, mean grain size, median grain size,
percent fines, and volume of material represented for each composite sample.
Percent fines are reflective of the material that passes the #200 sieve.
Sediments suitable for the beach nourishment typically are expected to contain
less than 10% fines. The median and mean sediment diameters for the Kirby
Walter Borrow Site are 0.23 mm and 0.28 mm respectively and the percent fines
(percent of material passing the #200 sieve) is 9.4%.
The native beach sediment was investigated by the USACE in October 1998 in
Preparation of the Environmental Assessment and General Design Memorandum
for the Section 933 project. The USACE collected sediment samples along four
beach profiles within the boundaries of their proposed project. These sediment
profiles were collected at 6,000 to 8,000 foot intervals and included 17 samples
per profile at specified elevations. The median grain size for the native beach
was determined to be 0.27 mm based on analysis of this data. The data
indicated that approximately 43% of the material is medium grained sand ranging
from 0.13 mm to 0.30 mm in diameter and classified as SP under the unified
Soils Classification System (USCS). Figure 1 shows the grain size distribution
for the Kirby Walter Borrow Site and the native beach sediment as measured by
the USACE.
Attachments -
Table 1. Geotechnical Summary
Figure 1. Sediment Distribution Curves
Boring Logs
Location Map
Permit Drawings
Table 1. Geotechnical Summary
Sampling Sample USCS Mean d50
Boring ID Sample ID Depth Length Classification Diameter (mm) % Pass No. Area Volume Total
(ft) (ft) (mm) 200 Sieve (acres) (cy) Volume (cy)
B-1 B-1A 0 to 4 4 SP-SM 0.19 0.19 7.9% 3.86 24,926
13-113 4 to 8 4 SM 0.28 0.18 23.9% 3.86 24,926
B-1C 8 to 32 24 SP 0.23 0.23 4.8% 3.86 149,557
B-1 D 32 to 40 8 SP-SC 0 39 0.32 12.1% 3.86 49,852 249,262
B-2 B-2A 0 to 10 10 SP-SC 0.21 0.21 5.4% 3.02 48,692
13-213 10 to 14 4 SC 0.24 0.20 14.7% 3.02 19,477
13-2C 14 to 40 26 SP-SC 0.26 0.29 5.4% 3.02 126,600 194,769
B-3 13-3A 0 to 6 6 SP-SC 0.27 0.26 7.7% 1.51 14,593
13-313 6 to 10 4 SC 0.34 0.17 33.0% 1.51 9,728
13-3C 10 to 28 18 SP-SC 0.23 0.20 5.5% 1.51 43,778
B-3D 28 to 36 8 SP 0.36 0.38 1.9% 1.51 19,457 87,556
B-4 B-4A 0 to 6 6 SM 0.26 0.19 21.3% 3.21 31,084
13-413 6 to 10 4 SC 0.51 0.36 22.9% 3.21 20,723
B-4C 10 to 26 16 SP-SC 0.23 0.20 7.4% 3.21 82,890
B-4D 26 to 38 12 SP-SC 0.32 0.29 10.7% 3.21 62,168
13-4E 38 to 40 2 SC 0.85 0.31 15.0% 3.21 10,361 207,226
B-5 13-5A 0 to 6 6 SM-SC 0.22 0.19 19.2% 2.73 26,454
B-5B 6 to 10 4 SP 0.26 0.31 5.2% 2.73 17,636
B-5C 10 to 14 4 SC 0.36 0.22 28.1% 2.73 17,636
B-5D 14 to 40 26 SP 0.28 0.31 4.0% 2.73 114,634 176,360
B-6 B-6A 0 to 4 4 SP-SM 0.19 0.20 8.1% 2.80 18,087
B-6B 4 to 14 10 SP-SC 0.23 0.21 8.0% 2.80 45,217
B-6C 14 to 16 2 SC 0.43 0.27 31.3% 2.80 9,043
B-6D 16 to 40 24 SP 0.26 0.26 3.9% 2.80 108,521 180,868
B-7 B-7A 0 to 8 8 SM 0.22 0.18 17.6% 3.53 45,611
B-7B 8 to 24 16 SP-SC 0.21 0.18 10.1% 3.53 91,222
B-7C 24 to 40 16 SP 0.20 0.21 3.8% 3.53 91,222 228,055
B-8 B-8A 0 to 6 6 SP 0.17 0.20 3.2% 3.93 38,069
B-8B 6 to 16 10 SC 0.34 0.13 36.3% 3.93 63,448
B-8C 16 to 24 8 SP-SC 0.24 0.22 6.9% 3.93 50,758
B-813 24 to 40 16 SP 0.23 0.22 3.6% 3.93 101,517 253,792
B-9 B-9A 0 to 12 12 SM 0.27 0.22 17.6% 2.91 56,365
B-9B 12 to 18 6 SP-SC 0.31 0.28 7.6% 2.91 28,183
13-9C 18 to 26 8 SP-SC 0.22 0.22 7.6% 2.91 37,577
13-9D 26 to 40 14 SP 0.22 015 3.4% 3.00 67,695 189,820
B-10 B-10A 0 to 8 8 SP 0.18 0.21 1.8% 3.00 38,683
B-10B 8 to 16 8 SC 0.26 0.18 28.3% 3.00 38,683
B-10C 16 to 24 8 SP-SC 0.19 0.20 5.8% 3.00 38,683
B-10D 24 to 36 12 SP-SC 0.24 0.21 9.1% 100 58,024
B-10E 36 to 40 4 SP-SC 0.27 0.27 6.0% 3.00 19,341 193,414
USACE USACE-1 SP 0.26 0.32 0.0%
USACE-2 SP 0.30 0.39 0.0%
USACE-3 SP 0.62 0.78 0.0%
0.28 0.23 1,961,121 1,961,121
100.00%
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CLIENT
Town of Holden Beach, NC
PROJECT NAME JOB # BORING # SHEET
22-11187 B-1 1 OF 2
ARCHITECT-ENGINEER

TD
land Borrow Pit
U James Craven
p
SITE LOCATION
Holden B
each, North Carolina -C? CALIBRATED PENEJOMETER
1 2 TON33FT 4 5+

z

w
V

Ca DESCRIPTION OF MATERIAL

NGLISH UNITS

4

z PLASTIC HATER LIQUID
LIMIT X CONTENT x LINT %
x ---------W---------o

ROCK QUALITY DE3IGNAT]ON do RECOVERY
ROD%- - - REC.X
20X-40X-60X-80%-1 DOX
a SURFACE ELEVATION R ® STANDARD PENETRATION
10 20 30 40 50+
i SS 24 24 Loose, Very Dark Gray (2.5Y
3/1), Fine to Medium SAND, (SP) 9 (3-6-4-5)
2 SS 24 24 Medium Dense, Gray (2.5Y 6/1),
Fine to Medium SAND, (SP) lq (5--7-7)

5
3
SS
24
2a Loose, Light Olive Gray (5Y
6/2), Clayey Fine to Medium
5 (2-'-3 z)
SAND, (SC)
4 SS 24 24 Loose to Very Dense, Light Gray 18 (3 s-s-s)

5
SS
24
24 RP) Y /1), Fine to Medium SAND,
(2-11-14-16) 30
1
6
SS
24
24
24 (5-5-10-14)
7 SS 24 24 19 (5-5 e-11)
15 8 SS 24 24 8 (7-8-10-8)
9 SS 24 24 (5-22-22-3 54
10 SS 24 24 (14-24-37-42) 79
20
11
SS
24
24
(15-22-21-30 51
12 SS 24 24 (9-11-14-17 31
25 13 SS 24 24 12 (4-5-5-7)
14 SS 24 24 8 (5-6-5-3)

30 15 SS 24 24 9 (1-2-4-5)
16 SS
- 24
- 24
..
.
........... 10 (3-3-5-5)
-----------
. CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
7 WL WS OR ® BORING STARTED 2 / 1 5 / 0 5
AL(AS) RL(AC) BORING COMPLETED 2/15/05 CAVE IN DEPTH •
WL RIG TRAC 45FOREMAN RS DRnI.ING METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB # BORING # SHEET
22-11187 B-1 2 OF 2

W
PROJECT NAME ARCHITECT-ENGINEER TI)
U
land Borrow Pit James Craven
p
SITE L OCA TION -o- CALIBRATED PENETROMETER
TDxs
Ff
Hol de n B ea ch, North Carolina 3
1 2
4 5+
DESCRIPTION OF MATERIAL PLASTIC WATER LIQUID
_ LJHIT X CONTENT % LIMIT %
w X --------- 1?--------- d
w

p Z

--
ROCK QUALITY DESIGNATION Ac RECOVERY
RQDX- - - REC
X
z ,
G Q ENGLISH UNITS z .
20%-40%-60%-80%-100X

Q S SURFACE ELEVATION a ® STANDARD PENETRATION

30 v) ° 10 20 30 40 50+
Loose to Very Dense, Light Gray
5Y 7/1), Fine to Medium SAND,
?SP)

17 SS 24 24 Very Loose, Bluish Black (GLEY 4 (1-2-2-Z)
Silt
t
2 2
5/5PB)
Fi
y
.
,
ne
o
3 18 SS 24 24 Medium SAND, (SM)
Very Dense to Medium Dense,
19 SS 24 24
Gray (2.5Y 6/1), Fine to Medium (a >>-20- 50
SAND
(SP)
,
20 SS 24 24 6 (1-4-11-15)
40
END OF BORING ® 40.0'
45-
50-
55-
-

STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
THE
1WL WS OR ® BORING STARTED 2/15/05
WL(AB) -TWL(AC) BORING COMPLETED 2/15/05 CAVE IN DEPTH •
!f WL RIG TRAC 45FOREMAN RS DRILLING METHOD Mud Rotary
CLIENT
Town of Holden Beach, NC JOB # BORING # SHEET
22-11187 B-2 1 of 2
PROJECT NAME ARCHITECT-ENGINEER TD
Pit
l
d B
U James Craven
orrow
an
p
SITE LOCATION CALIBRATED PENETROMETER
TONS
FT
Holden B each, North Carolina 3
1 2
4 5+
DESCRIPTION OF MATERIAL PC
WT
ONTENT X LIMTP X
m L
X C
X ---------W--------- A

w U
ROCK QUALITY DESIGNATION do RECOVERY
z RQD%- - - REC.X
z c ENGLISH UNITS _O 20%-40%-60%-80%-100X
a SURFACE ELEVATION ` ® STANDARD PENETRATION
BLOWS
F?
y a /
.
10 20
40 50+

Loose, Very Dark Brown (7.5YR
i SS 24 24 2,5/2Silty Fine to Medium 5 (1-2-3-2)
SAND
SM
, (
)

2 SS 24 24 Medium Dense, Yellowish Brown 11 (2-4-5-6)
5YR
ht G
(2
6
t
Li
10YR 5
ray
.
)
o
g
(
/
5 3 SS 24 24 7/1), Fine to Medium SAND, (SP) 22 (s e_1o ,2)
ht G
(2
5YR
Li
M
di
D
ray
.
ense,
g
e
um
4 SS 24 24 7/1), Fine to Medium SAND, (SP) 15 (4-6-7_8)
5YR 6
1
D
G
2
/
),
ense,
ray (
.
Medium
5 SS 24 24 Fine to Medium SAND, (SP) 7 (2-2-3-4)
10 Medium Dense, Very Dark Gray
6 SS 24 24 (10YR 3/1), Fine to Medium 6 (7-9-5-1)
SAND, (SP)

7 SS 24 24 Loose, Light Gray (10YR 7/1), 22 (2_4.10-12)
Fine to Medium SAND, (SP) With
Sandy Clay Layer
15 8 SS 24 24 (9-17-19-21) 30
Loose, Light Gray (10YR 7/1),
Fine to Medium SAND, (SP) With
9 SS 24 24 Sandy Clay Layer 16 (6-8-7-9)
Medium Dense to Loose, Light
10 SS 24 24 Gray (10YR 7/1), Fine to Medium 25 (3-8-12-13)
SAND
(SP)
20 ,
11 SS 24 24 20 (4-7-10-10)
12 SS 24 24 19 (6-8-9-10)
25 13 SS 24 24 F 5 (5-4-2-3)
Loose to Very Loose, Light
14 SS 24 24 Greenish Gray (GLEY1 7/1), Fine 5 (1-0-2-3)
(SP)
to M
dium SAND
,
e
15 SS 24 24 3 (1-0-1-2)
30
6 T
S
S 24 24 10 (2-3-a-s)
- - - ----------
- - ----------
- CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
7WL g'4" WS OR (D BORING STARTED 2/7/05
TW1.(AB) TWL(AC) BORING COMPLETED 2/7/05 CAVE IN DEPTH •
TWL RIG TRAC 45FOREMAN JAS DR11LING METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB N BORING # SHEET
22-11187 B-2 2 OF 2

M&
PROJECT NAME ARCHITECT-ENGINEER TID
d Borrow Pit
U
l James Craven
p
an
SITE L OCA TION CALIBRATED PENETROMETER
TON3
FT
Hol de n B ea ch, North Carolina 3
1 2
4 5+
DESCRIPTION OF MATERIAL PLASTIC HATER LIQUID
T X LIMIT X
LIMIT X CONTEN
w X --------- ?--------- d
W y^ _ ROCK QUALITY DESIGNATION do RECOVERY
?, -- z RQDX- - - REC.X
z a ENGLISH UNITS 0 20%-40%-60%-80%-100X
a o SURFACE ELEVATION ® STANDARD PENETRATION
W
BLO
S/FT.
30 10 20 30 40 60+
Loose, Light Gray (10YR 7/1),
Fine to Medium SAND, (SP)
Loose to Very Loose, Light Gray
17 SS 24 24
(10YR 7/1), Fine to Medium 9 (3-4-4-5)
SAND
(SP)
,
3 18 SS 24 24 7 (5-5-3-4)
19 SS 24 24 5 (2-2-2-3)
20 SS 24 24 2 (1-0-0-2)
40
END OF BORING ® 40.0'
45-
50-
55-
60- -

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
7WL 8'4" WS OR ® BORING STARTED 2/7/05
7WL(AB) TWL(AC) BORING COMPLETED 2/7/05 CAVE IN DEPTH •
AWL RIG TRAC 45FOREMAN JAS DRILLING METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB # BORING N SHEET
22-11187 B-3 1 OF 2 C&

PROJECT NAME
ARCHITECT-ENGINEER 9rD
land Borrow Pit
U James Craven
p
SITE LOCATION CALIBRATED PENETROMETER
TONS
FT
Holden B each, North Carolina 3
1 2
4 5+
DESCRIPTION OF MATERIAL PLASTIC TIC
LIQUID
O
C
NTENT X L
R
X --------- ?--------- D
w
Z _
ROCK QUALITY DESIGNATION do RECOVERY
RQDX- - - REC.X
z o > ENGLISH UNITS 20%-40%-60%-80%-100Y.
SURFACE ELEVATION R RD PENETRATION
® STANDA
? B
h 10 2D 30 40 50+
0
Loose to Very Loose, Light
1 SS 24 24
Olive Brown (2.5Y 5/6), Fine to g (2.3-a-a)
SAND
(SP)
M
di
,
e
um
2 SS 24 24 4 (1-4-2-2)
Dense, Pale Brown (10YR 6/3),
5 3 SS 24 24 Fine to Medium SAND, (SP) (8-11-15-19 34
Medium Dense, Light Gray (GLEY
4 SS 24 24
1 7/N), Clayey Fine to Medium 11 (3-5-6-5)
SC
SAND
)
, (
5 SS 24 24 Medium Dense to Loose, Light 14 (3-s-?-?)
10 Gray (GLEY 1 7/N), Fine to
6 SS 24 24 Medium SAND, SP 11 (4-5-6-5)
7 SS 24 24 13 (4-7-6-7)
15 8 SS 24 24 11 (4-5-5-6)
9 SS 24 24 11 (4-4-5-6)
10 SS 24 24 10 (3-4-5-5)

20
11 SS 24 24 11 (5-6-5-6)
12 SS 24 24 9 (4-6-5-4)
25 13 SS 24 24 11 (5-5-6-5)
14 SS 24 24 5 (3-2-2-3)
Loose to Very Loose, Very Dark
15 SS 24 24 Gray (GLEY 1 3/N), Silty Fine 4 (1-1-1-3)
30 to Medium SAND, (SM)
SS 24 24 1
1
2
2
4
16
-
--------- -
(
-
-
)
- --- CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
# 11L WS OR (D BORING STARTED 1 / 2 8 / 0 5
TW4AB) TRL(AC) BORING COMPLETED 1 28/05 CAVE IN DEPTH •
III. RIG TRAC 45FORDW PB DRIIJING METHOD Mud Rotary

C12ENT
Town of Holden Beach, NC JOB N BORING N SHEET
22-11187 B-3 2 OF 2

tQ&
PROJECT NAME ARCHITECT-ENGINEER TD
Pit
l
d B
U James Craven
orrow
an
p
SITE L OCA TION -O- CALIBRATED PENETROMETER
TON33F7
Hol de n B ea ch, North Carolina 1 2
4 5+
DESCRIPTION OF MATERIAL PLASTIC HATER LIQUID
LWT X CONTENT X LIMIT X
w X ---------•----------D
w y^ ? ? ROCK QUALITY DESIGNATION do RECOVERY
p - z RQD%- - - REC.%
zz F o a ENGLISH UNITS
x ? 20%-40%-60%-80%-1 DO%
a SURFACE ELEVATION ® STANDARD PENETRATION
/?
8?
i ©

30 10 20
4D 50+
30
Loose to Very Loose, Very Dark
Gray (GLEY 1 3/N), Silty Fine
to Medium SAND
(SM)
,

17 SS 24 24
Loose, Dark Bluisg Gray
Very
2
Fine to Medium
(GLEY 2 4 58)
,
3 16 SS 24 5 SAND, (SP? 2 (2)
END OF BORING ® 36.0'
4
45-
50-
55-
60
-
-

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
7WL WS OR ® BORING STARTED 1/28/05
TWL(AB) TIIL(AC) BORING COMPLETED 1/28/05 CAVE IN DEPTH •
WL RIG TRAC 45FOMIAN PB DRD.I.ING METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC

PROJECT NAME JOB # BORING # SHEET
22-11187 B-4 1 OF q
2
ARCHITECT-ENGINEER

D
d Bo
ow Pit
U
l James Craven
p
an
rr
SITE LOCATION
Holden B
each, North Carolina -0- CAUBRATED PENETROMETER
1 2 TON33Ff z 4 5+

z

w

w
V
?

o

^ DESCRIPTION OF MATERIAL

NGLISH UNITS

6 PLASTIC RATER LIQUID
LIMIT X CONTENT X LIMIT X
x --------- ---------- Z\

ROCK QUALITY DESIGNATION do RECOVERY
RQD%- - - REC.%

20%-40%-60%-80%-100%
A g
' g
? o SURFACE ELEVATION F s ® STANDARD PENETRATION
'vJ
? v
J3 BLOWS/FT.
10 20 30 40 60+
0
1
SS
24
24 Loose, Grayish Brown (2.5Y
5/2), Fine to Medium SAND, (SP)
9 (1-3-4-5)

2
SS
24
24 Loose, Dark Yellowish Brown
(10YR 4/4), Clayey Fine to
di
SAND
(SC)
M
7 (2-4 4-3)
um
,
e
5 3 SS 24 24 Loose, Light Yellowish Brown
Y 6
3
Fi
t
Cl e (1-2-?2)

4
SS
24
24 ne
o
/
),
(2.5
ayey
Medium SAND, (SC)
25 (9-14-16-9)
G
2
5Y 6
1
5 SS 24 24 Medium Dense,
ray (
.
/
Fine to Medium SAND, (SP) 7 (3 4 3 a)

1
6
SS
24
24 Loose, Light Gray (5Y 7/1),
Clayey Fine to Medium SAND,
(SC
26 (9-13-17-19)
7 SS 24 24 Loose to Very Dense, Light Gray
5Y 7/1), Fine to Medium SAND,
R 25 (8-5-11-14)

15
s
SS
24
24 P)
12 (6-6-5-7)
9 SS 24 24 4 (7-11-14-10)
10 SS 24 24 (12-17-22-31 53
20
11
SS
24
24
(9-17-26-31)
57
12 SS 24 24 (6-12-26-34) 60
25 13 SS 24 24 (9-23-27-30 57
14 SS 24 24 (8--12-16-19) 35

30 15 SS 24

T 24

1 (6-7-11-19) 30

7
8
6
5
1
5
16 SS 2 2 -
)
-
-
(
- - ------------
CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
Y WL 6, 8 " WS OR ® BORING STARTED 1 / 2 7 / 0 5
TWgAB) TWL(AC) BORING COMPLETED 1/27/05 CAVE IN DEPTH •
!f WL RIG TRAC 45FOREHAN PB DRILLING METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB N BORING M SHEET
22-11187 B-4 2 OF 2
PROJECT NAME ARCHITECT-ENGINEER TD
land Borrow Pit
U James Craven
p
SITE L OCA TION -o- CALIBRATED PENMOMETER
TON3
Ff
Hol de n B ea ch, North Carolina 3
1 2
4 5+
DESCRIPTION OF MATERIAL PLAS?C WATER LIQUID

w XT X CONTENT R LIMIT %
L
x --------- ?-------- -

W U
y^ N
•.7
ROCK QUALITY DESIGNATION do RECOVERY
z p Q x RQD%- - - REC.X
ENGLISH UNITS
e 20Y.-40%-fi0X-80X-IOOX
a SURFACE ELEVATION ® STANDARD PENETRATION

30 10 20 30 40 50+
Loose to Very Dense, Light Gray
Y 7/1), Fine to Medium SAND,
5
P)
R

17 SS 24 24 10 (3-4-4-6)
Medium Dense, Dark Gray (2.5Y
3 16 SS 24 24 4/1), Fine to Medium SAND, (SP) 14 (4-5-7-7)
Medium Dense, Very Dark Gray ?
19 SS 24 24
(GLEY 1 3 1), Fine to Medium II-?)
18 (¢
SAND
(SP?
,

20 SS 24 24 Dense, Gray (2.5Y 5/1), Fine to (5-15-16-1e) 34
40 Medium Cemented SAND, (SP)
END OF BORING ® 40.0'
4
50
55
60 - -

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
YWL 698" WS OR ® BORING STARTED 1/27/05
IIL(AB) WL(AC) BORING COMPLETED 1/27/05 CAVE IN DEPTH •
WL RIG TRAC 45F0REm'UI PB DRMING METHOD Mud Rotary
CLIENT
Town of Holden Beach, NC JOB # BORING # SHEET
22-11187 B-5 1 OF 2

EM07
PROJECT NAME ARCHITECT-ENGINEER TD
land Borrow Pit
U James Craven
p
SITE LOCATION ?- CALIBRATED PENEE'MOMETER
Holden B each, North Carolina 1 2 3 4 5+
DESCRIPTION OF MATERIAL PLASTIC HATER LIQUID
_ LIMIT % CONTENT X LIMIT %
W X --------- *-------- - 6

PW U

f'n
y^

z
ROCK QUALITY DESIGNATION d: RECOVERY
RQD%- - - REC.X

O F Q ENGLISH UNITS -20%-40%-60%-80%-100%-
N SURFACE ELEVATION ® STANDARD PENETRATION
i © BLOWS/FT.
0 10 20 30 40 50+
Loose, Strong Brown (7.5YR
1 SS 24 24 4/6), Silty Fine to Medium 10 (2-4-4-6)
SAND
(SM)
,
2 SS 24 24 Medium Dense, Pale Brown (10YR 12 (3-5-5-7)
t
6/3)
Cl
Fi
M
di
,
ayey
ne
o
e
um
5 3 SS 24 24 SAND, (SC)
(7-12-14-16) 30
M
di
D
Li
ht B
i
h
rown
e
um
ense,
g
s
4 SS 24 24 Gray (2.5Y 6/2), Fine to Medium
(3-7-19-22) 41
SAND, (SP)
5 SS 24 24 Dense to Medium Dense, Light (12-15-17-13 30
Gray (5Y 7/1), Fine to Medium
1 SAND, (SP)
6 SS 24 24 3
6

Loose, Gray (5Y 6/1), Clayey -2-3-3)
(
Fine to Medium SAND, (SC)
7 SS 24 24 9 (3 5 5-4)
Very Loose to Very Dense, Light
15 B SS 24 24 Gray (5Y 7/1), Fine to Medium 15 (3-7-9-6)
SAND
(SP)
,
9 SS 24 24 29 (4-11-13-16)
10 SS 24 24 21 (6-9-11-10)

20
11 SS 24 24 (B-13-15-21) 36
12 SS 24 24 (14-18-24-28) 52
25 13 SS 24 24 (16-24-31-37) 68
14 SS 24 24 (14-19-30-3 67
15 SS 24 24 (6-7-9-8)
30

16 SS
- 24
- 24
--------- 3 (2-1-1-2)
--- - -- ---------
CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
7WL AS OR ® BORING STARTED 2/14/05
TRI.(AB) TWL(AC) BORING COMPLETED 2/14/05 CAVE IN DEPTH •
TWL RIG TRAC 45FORELAN RS DRILI.D4G METHOD Mud Rotary

CLIENT
Town of Hoiden Beach, NC JOB N BORING # SHEET
22-11187 B-5 2 OF 2 ?&&

PROJECT NAME
ARCHITECT-ENGINEER TD
d B
Pit
U
l James Craven
orrow
p
an
SITE L OCA TION -0- CALIBRATED PENET5OMETER
TONS/F1.
Hol de n B ea ch, North Carolina 1 2 3 4 5+
DESCRIPTION OF MATERIAL PC
% CONTENT X LIMN R
v --- --------
V
X?
Z (?
fr
ROCK QUALITY DESIGNATION & RECOVERY
w -- RQD%- - - REC.%
z o ENGLISH UNITS
e 20%-40%-6O%-8O%-100X
Id SURFACE ELEVATION ® STANDARD PnTRATION
SR

30 N
10 20 30 40 50+
Very Loose to Very Dense, Light
Gray (5Y 7/1Fine to Medium
SAND
(SP)
,
17 SS 24 24 14 (4-6-6-8)
3 18 SS 24 24 15 (7-8-0-7)
19 SS 24 24 29 (9-11-13-16)
20 SS 24 24 24 (7-8-11-13)
40
END OF BORING ® 40.0'
45-
50-
55-
60- -

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
?WL WS OR ® BORING STARTED 2/14/05
W14AB) 1FL(AC) BORING COMPLETED 2/14/05 CAVE IN DEPTH •
YWL RIG TRAC 45FOREMAN RS DRIL tNG METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB # BORING # SHEET
22-11187 B-6 1 OF 2 M&

PROJECT NAME
ARCHITECT-ENGINEER TD
U
land Borrow Pit James Craven
p
SITE LOCATION -o- CALIBRATED PENEJOMETER
TONS/
FT
Holden B each, North Carolina 4 5+
1 2
3
- +-
DESCRIPTION OF MATERIAL PLASTIC WATER LIQUID
LIMIT X CONTENT LI1/IT X
x --------- --------- -o
U
,.L^
ROCK QUALITY DESIGNATION do RECOVERY
° o z ROD%- - - REC.X
z ENGLISH UNITS 20%-40%-60%-80%-100X

a
SURFACE ELEVATION e
RD
PENETRATION
® STANDA
B
ID
10 20 30 40 50+
Loose, Light Olive Brown (2.5Y
1 SS 24 24 5/4), Fine to Medium SAND, (SP) 7 (2-2-3-4)
Medium Dense, Light Brownish
2 SS 24 24
Gray (2.5Y 6/2), Fine to Medium 16 (+-s-?-s>
SAND
(SP)
,
5 3 SS 24 24 16 (2-4-6-8)
Medium Dense to Very Loose,
4 SS 24 24 Light Gray (10YR 7/1), Fine to 1S (5--6-9 -s)
SAND
(SP)
M
di
e
um
,
5 SS 24 24 3 (5-3-2-1)

1
6 SS 24 24 25 (1-2-7-18)
7 SS 24 24 (8-11-19-21 40
Medium Dense, Gray (2.5Y 5/1),
15 8 SS 24 24
Clayey Fine to Medium SAND, 2 (2-4-6-6)
(SC)

9 SS 24 24 Medium Dense to Loose, Light 26 (8-11-12-14)
G
(10YR 7/1)
Fi
di
t
M
ray
,
ne
o
e
um
10 SS 24 24 SAND, (SP)
17 (6-a-s-s)

20
11 SS 24 24 27 (8-11-12-15)
12 SS 24 24 24 (11-9-11-13)
25 13 SS 24 24 27 (11-11-13-14)
14 SS 24 24 21 (6-6-1D-11)
15 SS 24 24 18 (9-8-8-10)
30-
6 SS 24 24 5 (3-3-3-2)
- - ------------
CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
7RL g'4" WS OR ® BORING STARTED 1/27/05
TWUAB) !IRL(AC) BORING COMPLETED 1/27/05 CAVE IN DEPTH •
YWL RIG TRAC 45FOREMAN pB DRnJ.ING METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB M BORING # SHEET
22-11187 B-6 2 OF 2
PROJECT NAME ARCHITECT-ENGINEER TD
l
nd B
row Pit
U James Craven
p
a
or
SITE L OCA TION -Q- CAL®RATED EEON NNEgoMETER
Hol de n B ea ch, North Carolina 1 2 3 a 5+
DESCRIPTION OF MATERIAL PC WATER UQUID
R
R CONTENT % LIMIT
w X ---------t--------- 6
w ROCK QUALITY DESIGNATION & RECOVERY
z RQD%- - - REC.%
z Q ENGLISH UNITS
x e 20%-40%-60%-80X-100X.
w
a SURFACE ELEVATION R k'.I /F
RATION
® STANDARD
*
© T.
O
S

30 v 10 20 30 40 50+
Medium Dense to Loose, Light
Gray (10YR 7/1), Fine to Medium
SAND
(SP)
,

17 SS 24 24 Loose to Very Loose, Light 5 (z-z-s-z)
e to
Oli
(5Y 6/2)
Fi
G
ve
,
n
ray
3 18 SS 24 24 Medium SAND, (SP) 7 (3-3-4-3)
19 SS 24 24 4 (1-3-3-1)
20 SS 24 24 5 (3-3-3-2)

4
END OF BORING ® 40.0'
45-
50-
55-
60
-
-

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
7AL g'4" WS OR (D BORING STARTED 1/27/05
TWgAB) !IWL(AC) BORING COMPLETED 1/27/05 CAVE IN DEPTH •
'III. RIG TRAC 45FOREMAN pB DRn1.ING METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB # BORING # SHEET
22-11187 B-7 1 OF 2
PROJECT NAME ARCHITECT-ENGINEER TD
land Borrow Pit
U James Craven
p
SITE LOCATION -D- CALIBRATED PENETROMETER
TO 3 z
Holden B each, North Carolina 4 5+
1 2

5 DESCRIPTION OF MATERIAL PLASTIC HATER LIQUID
%

w LIMIT R
LIMIT % CONTENT
X ---------t--------- D

w v
?
y^
ROCK QUALITY DESIGNATION do RECOVERY

z ?- z RQDX- - - REC.X
-
-
-
-
o ENGLISH UNITS 60X
80X
00X-
20X
40X
1

o SURFACE ELEVATION F R ® STANDARD PENETRATION
BLOWS/FT_
10 20 30 40 50+
0 Loose, Gray (10YR 5/1Fine to
1 SS 24 24
Medium SAND, (SP) 6 (1-2-3--3)
Loose, Light Yellowish Brown
2 SS 24 24 (2.5Y 6/4), Clayey Fine to 5 (3-2-2-3)
SAND
M
di
SC)
, (
e
um

5 3 SS 24 24 Medium Dense, Light Gray (10YR 13 (5-6-6-7)
Fi
M
di
7
1
Cl
t
ne
o
e
um
/
),
ayey
4 SS 24 24 SAND, (SC) 13 (5-5-7-6)
Medium Dense to Very Loose,
5 SS 24 24 Light Gray (10YR 7/1), Fine t0 16 (6-6-8 6)
10 Medium SAND, (SP)
6 SS 24 24 11 (5-5-6-5)
7 SS 24 24 3 (5-4-2-1)
Very Loose to Loose, Gray (10YR
15 8 SS 24 24 6/1), Fine to Medium SAND, (SP) 2
9 SS 24 24 10 (8-10-6-4)
10 SS 24 24 (3-a a 5)

20 Medium Dense to Very Dense,
11 SS 24 24 Light Gray (10YR 7/1), Fine to (11-14-16-22 38
di
SAND
(SP)
M
e
,
um
12 SS 24 24 6 (8-11-12-14)
2rj 13 SS 24 24 (14-19-21-26 ) 47
14 SS 24 24 (24-2B-26-31) 57

15 S S 9 9 (32-50)

30
3
6 57
16 SS 24 24 -
-- 4-23-2
(
-31)
- - --------
- CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
7WL WS OR ® BORING STARTED 2/15/05
TW14AB) WL(AC) BORING COMPLETED 2/15/05 CAVE IN DEPTH •
!IWL RiG TRAC 45FORDIAN RS DRILLING METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB # BORING # SHEET
22-11187 B-7 2 OF 2

M
PROJECT NAME ARCHITECT-ENGINEER TV

Upland Borrow Pit James Craven

SITE L
Ho OCA
lde TION
n B
ea
ch,
North Carolina -o- CALIBRATED PENETROMETER
1 2 TON33FT 4 5+

o

z

Z DESCRIPTION OF MATERIAL

NGLISH UNITS

_

z PLASTIC WATER LIQUID
LIMIT X CONTENT X LINT %
X--------- 1?-------- -D
ROCK QUALITY DESIGNATION do RECOVERY
RQDX- - - REC.X
20%-40%-60%-8OX-100X
w
SURFACE ELEVATION <
® STANDARD PENETRATION

30- tt BLOWS/FT.
10 20 30 40 50+
Medium Dense to Very Dense,
Light Gray (10YR 7/1), Fine to
M
di
SAND
SP
e
um
, (
)
17 SS 24 24 (13-19-22-26) 48
3 Ie Ss 24 24 (24-33-36-„) ao

(50 50

20 SS 24 24 2 (8-11-10-12)
40
END OF BORING ® 40.0'
45-
50-
55-
-

THE
STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
77WL WS OR ® BORING STARTED 2/15/05
7W1(AB) !IWL(AC) BORING COMPLETED 2/15/05 CAVE IN DEPTH
_'WL IiG TRAC 45FORE)dAN RS DRILLING METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB # BORING # SHEET
I
22-11187 B-8 1 OF 2 tQ&

PROJECT NAME
ARCHITECT-ENGINEER TD
land Borrow Pit
U James Craven
p
SITE LOCATION -0- CALIBRATED PENgOMETER
TONS
FT
Holden B each, North Carolina 3
1 2
4 5+
DESCRIPTION OF MATERIAL PLASTIC
NT
NT X LIM
T %
m X CO
I
E
X ---------W---------

w V
?
y^
W
ROCK QUALITY DESIGNATION do RECOVERY
-- z RQD%- - - REC.X
z a ENGLISH UNITS
a ? 20%-40%-60%-80X-100%
a o SURFACE ELEVATION ® STANDARD PENETRATION
?a R BLOWS/FR.
10 20 30 40 50+
0
Loose, Ver Dark Grayish Brown
1 SS 24 24 (10YR 3/2?, Fine to Medium 5 (1-1-2-3)
SAND
(SP)
,
2 SS 24 24 Medium Dense to Loose, Pale 11 (z-3-5 s)
Fi
e to
Y
(2
5Y 7/3)
ll
ow
,
n
e
.
5 3 SS 24 24 Medium SAND, (SP) g
Firm, Gray (2.5Y 6/2), Sandy
4 SS 24 24 CLAY (CL) 7 (1-2-3-4)
Loose, Gray (2.5Y 6/2), Clayey
5 SS 24 24 Fine to Medium SAND, (Sc) 9 (2-6-6-3)

1
6
SS
24
24
Loose to Very Loose, Light Gray
(5Y 7/1), Clayey Fine to Medium
2 (1-2-1-1)
SC
D
)
SAN
, (
7 SS 24 24 4 (1-1-2-2)
15 8 SS 24 24
Dense, Black (10YR 2/1) to
9 SS 24 24 Light Gray (10YR 7/1), Silty (5 15 zs 53
m SAND
(SM)
Fi
t
M
di
,
ne
o
e
u
10 SS 24 24 Medium Dense, Dark Gray (2.5Y 0 (to to to to)
Fi
t
M
di
4
1
Silt
20 ne
o
e
um
/
),
y
11 SS 24 24 SAND, (SM) 19 (6-9-9-10)
t
D
G
di
D
ray
Me
ense
o
ense,
um
12 SS 24 24 (10YR 6/1), Fine to Medium 27(5 to tz-15)
SAND, (SP)
25 13 SS 24 24 (1D-12-15-15) 30
14 SS 24 24 (9-16-24-24) 48
15 SS 24 24 (12-14-16-28) 44
30
7SS 2 12
21
22
22
44
1 4 ------- -
-
)
(
-
----- CONTINUED ON NEXT PAGE
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
!Wn 7'3" ws OR ® BORING STARTED 2/4/05
WI(AB) TwL(AC) BORING COMPLETED 2/4/05 CAVE IN DEPTH •
TWL RIG TRAC 45FORDIAN JD DRILLING METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB N BORING N SHEET
22-11187 B-8 2 OF 2
PROJECT NAME ARCHITECT-ENGINEER TD
Upland Borrow Pit James Craven

SITE LOCA TION -O- CALIBRATED PENEgOMETER
Ho lde n B ea ch, North Carolina 1 2 TON33E1 4 5+
DESCRIPTION OF MATERIAL PLASTIC WATER LIQUID
LI)GT X CONTENT X Lll/Tr %
x--------- ?---------o
Z ROCK QUALITY DESIGNATION do RECOVERY
o z RQDX- - - REC.X
z o ENGLISH UNITS 20%-40%-60%-80%-100X

ra
a SURFACE ELEVATION ® STANDARD PENETRATION
s BLOWS/FT.
30 10 20 30 40 50+
Medium Dense to Dense, Gray
(10YR 6/1), Fine to Medium
SAND
(SP)
,
17 SS 24 24 (12-159
)
3 16 SS 24 24 (4-6-13-17) 30
END OF BORING ® 36.0'
40-
45-
50-
55-
60- - -

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
VWL 7'3" WS OR ® BORING STARTED 2/4/05
TWL(AB) -TWL(AC) BORING COMPLETED 2/4/05 CAVE IN DEPTH •
YWL RIG TRAC 45FOREYAN JD DRILLING MMOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB BORING N SHEET
22-11187 B-9 1 OF 2
PROJECT NAME ARCHITECT-ENGINEER T?
Pit
U
l
d B James Craven
orrow
p
an
SITE LOCATION -0- CALIBRATED PENETROMETER
TONS/Fr. 2
Holden B each, North Carolina 1 2 3 4 5+
DESCRIPTION OF MATERIAL PLASTIC HATER LIQUID
LIMIT X CONTENT X LIMIT X
w x ---------W--------- o
Z ? ? ROCK QUALITY DESIGNAT]ON & RECOVERY
W -- RQD%- - - REC.X
z a ENGLISH UNITS
4 20%-4O%-60X-80%_100%.
a SURFACE ELEVATION ® STANDARD PENETRATION

10 20 30 40 50+
0
Loose, Black (10R 2.5/1), Silty
1 SS 24 24 Fine to Medium SAND, (SM) 5 (2-1-2-3)
Loose, Yellowish Brown (10YR
2 SS 24 24
5/4), Fine to Medium SAND, (SP) 9 (2-4-4--5)
Loose, Dark Grayish Brown (10YR
5 3 SS 24 24
4/2), Fine to Medium SAND, (SP) 0 (2-4-5-5)
4 SS 24 24 (8-22-19-21 40
Dense to Medium Dense, Gray
5 SS 24 24 (10YR ,6/1), Clayey Fine to 3 (5-7-7-6)
10 Medium SAND, (SC)
6 SS 24 24 13 (6-5-7-6)
Medium Dense, Light Brownish 4
7 SS 24 24
Gray (2.5Y 6/2), Fine to Medium 2
(s-6-11-13)
SAND
(SP)
,
15 a SS 24 24 21 (6-8-6-13)
Medium Dense to Very Dense,
9 SS 24 24 Grayish Brown (2.5Y 5/2), Fine 7 (4-5-8-9)
to Medium SAND
(SP)
,
10 SS 24 24 (6-9-17-19) 36

20
11 SS 24 24 (22-27-35-47 82
12 SS 24 24 7 (8-11-12-15)
25 13 SS 24 24 25 (9-13-11-4)
Medium Dense to Very Loose,
14 SS 24 24 Gray (5Y 6/1), Fine to Medium 28 (11-15- 14-14)
SAND
(SP)
,
15 SS 24 24 21 (7-10-9-12)
30
24 (14-11-12-12)
16 SS 24 24 -
- - ----------- CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
7 WL WS OR ® BORING STARTED 2/14/05
TIIL(AB) !fWL(AC) BORING COMPLETED 2 14/05 CAVE IN DEPTH •
YWL RIG TRAC 45FOREMAN RS DRD.LI+G METHOD Mud Rotary
CLIENT
Town of Holden Beach, NC JOB N BORING y SHEET
22-11187 B-9 2 of 2

M&
PROJECT NAME ARCHITECT-ENGINEER TD
Pit
l
d B
U James Craven
orrow
an
p
SITE L OCAT ION -O- CALIBRATED PENETROMETER
Toxs/rr.
Hol de n B ea ch, North Carolina 1 2 3 4 5+
DESCRIPTION OF MATERIAL PLASTIC MATER LIQUID
i5 LOW x CONTENT x LIMIT %
x --------- ?-------- - o
U
?
Z
F•
ROCK QUALITY DESIGNATION Ac RECOVERY
W - z RQDX- - - REC.%
z o ENGLISH UNITS
a 20%-40%-6O%-80%-100X
a o SURFACE ELEVATION a ® STANDARD PENETRATION
?
30 h 10 20 30 40 50+
Medium Dense to Very Loose,
Gray (5Y 6/1Fine to Medium
SAND
(SP)
,
17 SS 24 24 25 (e-9-11-14)
3 1E Ss za za z1 (,4-„-1,-,0)
19 SS 24 24 16 (9-12-7-s)
20 SS 24 24 z (1-2-1-1)
40
END OF BORING ® 40.0'
45-
50-
55-
60- -

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
ML MS OR ® BORING STARTED 2/14/05
TML(AB) !YML(AC) BORING COMPLETED 2/14/05 CAVE IN DEPTH •
!f ML RIG TRAC 45FOREMAN RS DRILLING METHOD Mud Rotary
?
CLIENT
Town of Holden Beach, NC JOB # BORING # SHEET
22-11187 B-10 1 of 2

hT
?l
PROJECT NAME ARCHITECT-ENGINEER TD
d Borrow Pit
U
l James Craven
an
p
SITE LOCATION ?- CALIBRATED PENETROMETER
TONS
FT
Holden B each, North Carolina 3
1 2
4 5+

u DESCRIPTION OF MATERIAL PLASTIC WATER LIQUID
LIMIT X CONTENT X LIMIT X
W K ---------•---------- dn?
V
ROCK QUALITY DESIGNATION do RECOVERY
?- RQDX- - - REC.X
z o ENGLISH UNITS
a 20X-40X-60X-80X-100Y.
4 N N N
21 SURFACE ELEVATION R ® STANDARD PENETRATION
10 20 30 40 50+
0
Loose, Light Gray (10YR 7/1),
1 SS 24 24
Fine to Medium SAND, (SP) 7 (2 2-3-a)
Medium Dense, Dark Yellowish
2 SS 24 2q
Brown (10YR 4/4), Fine to 16 (5-6-8-B)
di
SAND
(SP
M
um
,
)
e

5 3 SS 24 24 Medium Dense, Reddish Black 16 (5-7-7-9)
2
Silt Fi
t
2
5YR 2
5
ne
),
o
(
.
.
/
4 SS 24 24 Medium SAND, (SM? 12 (5-7-6-6)
D
k R
ddi
h
ar
e
s
Medium Dense,
5 SS 24 24 Brown (5YR 2.5/2), Silty Fine 13 (2-4-6-7)
to Medium SAND, (SM)
10
6 SS 24 24 Medium Dense to Loose, Reddish 7 (4-4-3-4)
Gray (5YR 5/2), Clayey Fine to
Medium SAND, (SC)
7 SS 24 24 24 (3-6-,z-,z)
Medium Dense, Light Gray (2.5Y
7/1), Clayey Fine to Medium
15 B SS 24 24 SAND, (SC) 22 (4-5-10-12)
Medium Dense to Dense, Light
9 SS 24 24 Gray (2.5Y 7/1), Fine to Medium (8-12-12-20) 32
SAND, (SP)

10 SS 24 24 Medium Dense, Light Olive Brown 20 (6-8-8-12)
(2.5Y 5 3 , Fine to Medium
20 ?
?
SAND,
P
11 SS 24 24 23 (6-12-13-10)
Medium Dense to Loose, Dark
12 SS 24 24
Gray (5Y 4/1), Fine to Medium 11 (2-1-s s)
SAND
(SP)
,
25 13 SS 24 24 6 (1-3-3-3)
Medium Dense , Gray (2.5Y 5/1),
14 SS 24 24 Fine to Medium SAND, (SP) 21 (11-18-12-9)
Very Loose to Medium Dense
15 SS 24 24
Very Dark Gray (10Y 3/1), Silty q (1-1-2-2)
30- - - Fine to Medium SAND, (SM)
16 SS ?
24 24 14 (1-3-6-8)
--
- _ __ ________
- - -------
-
- _
CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
7WL 602" WS OR ® BORING STARTED 2/4/05
719(AB) !IWL(AC) BORING COMPLETED 2/4/05 CAVE IN DEPTH •
!f WL RIG TRAC 45FORUM JD DRRI.WG METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB # BORING # SHEET
22-11187 B-10 2 OF 2 ?-
PROJECT NAME ARCHITECT-ENGINEER TD
Pit
d B
U
l James Craven
orrow
an
p
SITE L OCA TION -0- CALIBRATED PENE710MMR
TONS3Ff
Hol de n B ea ch, North Carolina 1 2
4 5+

b DESCRIPTION OF MATERIAL PLASTIC WATER LIQUID
CONTENT R LIMIT %
w LIMIT X
X --------- ?---------

^ R
QUALITY DESIGNATION do RECOVERY
OCK

° ?, -
z
RQD%- - - REC.%
z a ENGLISH UNITS ° 20%-4O%-6O%-80%-100X
a o SURFACE ELEVATION ` t'.I ® STANDARD B??SENETRAT[ON
Ili
3- 10 20 30 40 60+
,
Very Loose to Medium Dense
Very Dark Gray (1 DY 3/1), Silty
Medium SAND
(SM)
Fi
t
,
ne
o

17 SS 24 24 Medium Dense , Gray (10Y 5/1), 12 (9-9-4-6)
m SAND
Fi
t
M
di
Cl
,
ne
o
e
u
ayey
3 18 SS 24 24 (SC) (1o w e-9)
(2
5Y 6/1)
D
G
M
di
.
,
ense ,
ray
e
um
19 SS 24 24 Clayey Fine to Medium SAND, (15-25-30-3 65

20 SS 17 17 Very Dense, Gray (2.5Y 6/1 - 50)
(14-23-! q0
Fine to Medium SAND, (SP)
40

END OF BORING ® 40.0'
45-
50-
55-
60- -

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
7IIL. 602" ws OR ® BORING STARTED 2/4/05
T WL(AB) TWL(AC) BORING COMPLETED 2/4/05 CAVE IN DEPTH •
Tm. RIG TRAC 45FOREMM JD DRILLING METHOD Mud Rotary
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APPLICATION BY: TOWN OF
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VERTICAL DATUM: NGVD 29
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DATE: 06/23/05 SCALE: NTS
LOCATION MAP
TOWN OF HOLDEN BEACH
BRUNSWICK COUNTY
110 Rothschild Street
Holden Beach, NC 28462
PROPOSED: HOLDEN BEACH NOURISHMENT
AT: HOLDEN BEACH
COUNTY OF: BRUNSWICK ?, ??
STATE: NORTH CAROLINA A I /? ? A,
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HOLDEN BEACH SHEET INDEX AT: HOLDEN BEACH
VERTICAL DATUM: NGVD 29
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF: BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA AnnAf
110 Rothschild Street
DATE: 06/23/05 SCALE: 1 "=4,000' Holden Beach, NC 28462 SHEET 2 OF 14 ??« w

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VERTICAL DATUM: NGVD 29
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VERTICAL DATUM: NGVD 29
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF: BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA
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HOLDEN BEACH STA. 87+00-STA. 96+00 AT: HOLDEN BEACH
VERTICAL DATUM: NGVD 29
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF: BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA
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BRUNSWICK COUNTY COUNTY OF: BRUNSWICK
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VERTICAL DATUM: NGVD 29
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF: BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA
110 Rothschild Street
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HOLDEN BEACH STA. 310+00-STA. 319+00 AT: HOLDEN BEACH
VERTICAL DATUM: NGVD 29
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF: BRUNSWICK
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DATE: 06/23/05 SCALE: 1 "= 200' Holden Beach, NC 28462 SHEET 11 OF 14«.«:
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HOLDEN BEACH AT: HOLDEN BEACH
VERTICAL DATUM: NGVD 29
HORIZONTAL DATUM: INC GRID NAD 83
TOWN OF HOLDEN BEACH
COUNTY OF: BRUNSWICK
STATE: NORTH CAROLINA An%
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110 Rothschild Street

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APPLICATION BY: TOWN OF TYPICAL SECTION PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH (EAST REACH) AT: HOLDEN BEACH
VERTICAL DATUM: NGVD 29
HORIZONTAL DATU M: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF: BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA
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SCALE:
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APPUCATION BY: TOWN OF TYPICAL SECTION PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH (WEST REACH) AT: HOLDEN BEACH
VERTICAL DATUM: NGVD 29
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF: BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA
SCALE: E: "
H:1 L 110 Rothschild Street
DATE: 06/23/05 V:1 "=10' Holden Beach, NC 28462 SHEET 14 OF 14
?Qr W A TF9O Michael F. Easley, Governor
?O G William G. Ross, Jr., Secretary
co r North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
February 7, 2006
'T'own of 11olden Beach
Mr. Steve Wheeler, "town Manager
110 Rothschild Street
Bolden Beach, NC 28462
tt ??JECT: Approval of 401 Water Quality and
??'JJ 1111 Additional Conditions
LJ Town of Holden Beach
FEB 1 3 2006 Renourishment Project
DWQ Project # 011836 MOD
DENR-WATER QUALITY Brunswick County
Dear Mr. Wheeler: WERLMWMDSTORMWATERBRANCH
This approval allows you to do the work described in the Request for a Pen-nit Modification to the CANIA
Major Permit #14-02. This approval is only valid for the purpose and design that you described in your
CAMA Permit Modification Request received by the Division of Water Quality (DWQ) on February 3,
2006. After reviewing your proposed changes, we have determined that General Water Quality
Certification Number 3400 covers this activity. You have our approval, in accordance with the attached
conditions (WQC # 3400) to modify the project as proposed in the CAMA Modification request dated
August 2005. This approval allows you to:
1. Increase the original volume of material to 800,000 cy.
2. Extend the eastern boundary by 850 linear feet.
3. Increase the berm height to +8 NGVD29, and disposal cross-sectional width to approximately
300 ft.
4. Allow the use of a new borrow pit site (Kirby Walter Borrow Site).
This approval is only valid for the purpose and design that you described in your CAMA Modification
dated August 2005 received by the Division of Water Quality (DWQ) on February 3, 2006. After
reviewing your application, we have determined that General Water Quality Certification Number 3400
covers this activity. This Certification can also be found on line at:
htt ):/} ih2o.enr.state.ne.us/ncwetlands/ccrts.html. This Certification allows you to use your CAMA Permit
when the NC Division of Coastal Management issues it. Please keep in mind that there may be additional
Federal, State or Local regulations applicable to your project, such as (but not limited to) Sediment and
Erosion Control, Non-Discharge and Water Supply Watershed regulations and Coastal Stormwater. In
addition, this approval will expire when the accompanying CAMA Pen-nit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your CAMA Modification
August 2005. If you change or modify your project, you must notify the Division (DWQ) in writing and
you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby
responsible for complying with all conditions. If total wetland fills for this project (now or in the future)
exceed one acre, compensatory mitigation may be required as described in 15A NCAC 211 .0506 (h). For
this approval to be valid, you must follow the conditions listed in the attached certification and the
additional conditions listed on the following page.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet h2o enr state nc us One
An Equal OpporlunitylAf irmative Acton Employer - 50% Recycledi10% Post Consumer Paper NorthCarOllna
Natural&
Page Two
Town of Holden Beach
Mr. Steve Wheeler, Town Manager
February 7, 2006
DWQ Project # 01 1836 Mod
Hie Additional Conditions of the Certification are:
1. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-construction Notice Application. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be perfonned so that no
violations of state water quality standards, statutes, or rules occur.
2. Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to return
the attached certificate of completion to this office and a copy to the 401 Oversight/Express
Review Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service
Center, Raleigh, NC, 27699-1650.
Please notify this Office at the number listed below if any problem arises during the construction of the
project that may affect water quality.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
Please read the conditions associated with General Certification # 3400 (enclosed) and if you do not
accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are
final and binding unless you ask for a hearing.
This letter completes the review of the DWQ Permit #011836 Mod under Section 401 of the Clean Water
Act. If you have any questions, please telephone Joanne Steenhuis or Ed Beck at 910-796-7215.
Sincerely,
Alan W. Klimek, P.E.
Enclosures: GC 3400
Certificate of Completion
cc: Corps of Engineers Wilmington Field Office - Henry Wicker
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regson
mington -
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DCM
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DCM Morehead - Doug I luggett
401 Oversight/Express Review Permitting Unit - Ian McMill
A'I'M - Chris Mack `? R 1,
WiRO
Central Files
4
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
MEMORANDUM
TO: Doug Huggett
FROM: Jim Gregson "
CIVE
District Mana r, Wilmington F?g Q Zb??
DATE: May-2-3, 2005
SUBJECT: Modification Request
CAMA Major / Dredge and Fill Permit No. 14-02
Town of Holden Beach
Brunswick County
Applied Technology & Management, on behalf of the Town of Holden Beach has requested a modification to State
Permit No. 14-02. Permit No. 14-02 was issued to the Town of Holden Beach on February 1, 2002, for the
nourishment of approximately 5.7 miles of oceanfront shoreline utilizing upland sand sources from Oyster Harbour
Subdivision and Seascape Subdivision, which at that time were development projects under construction in the area.
The fill placed on the ocean beach was to supplement and extend the Federal Section 933 project. On February 27,
2002, Permit No. 14-02 was amended to add a section in condition (4) concerning the requirement for the delineation
of the first line of stable natural vegetation prior to any beach nourishment activity.
On February 6, 2003, Permit No. 14-02 was modified to authorize an additional borrow site as a source for obtaining
beach quality material for the project. This site is located within the Lakes at Lockwood development.
The applicant is currently requesting a modification to Permit No. 14-02 to include the following:
(1) increasing the original volume of material from 735,000 cy to 800,000 cy.
(2) extending the eastern permit boundary an additional 850 linear feet
(3) extending the permit expiration date to December 31, 2008
(4), increasing the design berm height to +8 ft. NGVD29, and disposal cross-sectional width to
approximately 300 ft., and
(5) to allow the use of a new borrow site known as the "Kirby Walter Borrow Site".
Currently the Town proposes to place an additional 500,000 cy of material along Holden Beach between stations
38+00 and 96+00 and between stations 245+00 and 319+00. The additional 500,000 cy would exceed the current
permitted volume of 735,000 cy by approximately 65,000 cy. The material placed between station 46+50 and 38+00
would represent an extension of the existing permitted project by 850 linear feet.
The applicant is also requesting an expansion of the vertical limits of the fill template from between -4.8 ft. and +7.0
ft., NGVD29 to a maximum vertical limit of +8 ft. NGVD29 in order to place the maximum amount of sediment and
to extend the life of the project.
In order to provide enough suitable material for the proposed project, the Town is also proposing to utilize a new
borrow site. This site is a 38-acre site located near the intersection of Turkey Trap Road an Stanbury Road,
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer
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www.appliedtm.com

August 10, 2005
Mr. Jim Gregson
NC Department of Environmental and Natural Resource
Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
RE: Holden Beach Nourishment Project, Brunswick County NCDCM Permit No. 14-02
(USACE Permit No. 200101101)
Dear Mr. Gregson:
ATM has been requested by the Town of Holden Beach to process five modifications to their
current beach nourishment project permit (NCDCM Permit No. 14-02, issued on February 1,
2002). Under the existing permit, the town is permitted to place up to 735,000 cubic yards (cy)
of sand along 30,300 feet (ft) of shoreline between 238 Ocean Blvd East and 1099 Ocean Blvd
West, or between stations 46+50 and 317+00. Dimensions of the disposal area are 30,300 ft in
the long shore direction and 250 ft in the cross-shore direction. Approximate elevation of the
tract is between -4.8 ft and +7.0 ft referenced to the National Geodetic Vertical Daturn of 1929
(NGVD29).
The requested modifications to the current NCDCM permit include: (1) increasing the original
total placed volume from 735,000 cy to 800,000 cy, (2) extending the eastern permit boundary an
additional 850 ft, (3) extending the permit expiration date to December 31, 2008, (4) increasing
the design berm height to +8 ft NGVD29, and disposal cross-sectional width to approximately
300 ft, (5) and to allow the use of the proposed Kirby Walter Borrow Site.
The USACE Phase I Permit (No. 200101101), issued on February 28, 2002, allowed for
placement of beach compatible sediment between stations 46+50 and 247+00. The Town of
Holden Beach and ATM have decided to pursue a new federal permit to include the Holden
Beach shore line between stations 38+00 and 96+00 and between stations 245+00 and 319+00.
DG!t
Environmental & Coastal Engineers, Scientists & Management Consultants
Summarv of Construction Completed
To supplement the USACE Section 933 project conducted between December 8, 2001 and
February 20, 2002, the Town placed 141,800 cy of sediment between Stations 66+00 and
217+00 during March 7 and April 30, 2002. This effort extended the USACE 933 fill by 2,200 ft
in both the east and west directions and placed material in the "gap" area landward of the
USACE Section 933 design. Approximately 30,000 cy of additional fill material was placed
during the winter of 2002 - 2003 between stations 90+00 and 175+00. Between December 2003
and April 2004, the Town also placed -69,175 cy of sediment between stations 46+00 and
68+00, and 53,490 cy between stations 215+00 and 238+00.
Modification Request 1: Additional Placement Volume
The Town plans to place an additional 500,000 cy of material between stations 38+00 and 96+00
on the eastern side of the island and between stations 245+00 and 319+00 on the western side of
the island. With the additional 500,000 cy of sediment, the total volume placed by the Town
since February 1, 2002 will be approximately 800,000 cy, exceeding the volume limit specified
by the original permit by 65,000 cy. Therefore, the Town requests to increase the permitted
volume by 65,000 cy to allow for a total of 800,000 cy under the NCDCM permit.
Modification Request 2: Extend the Eastern Permit Boundary
The current permit allows for placement of beach compatible fill material along Holden Beach
between 238 Ocean Blvd East and 1099 Ocean Blvd West (corresponding to stations 46+50 and
317+00). The Town plans to nourish the shoreline between stations 38+00 and 96+00 on the
eastern side and between 245+00 and 319+00 on the western side. This plan exceeds the eastern
permitted boundary by 850 ft. The Town requests an extension of the permitted boundary east to
station 38+00.
Modification Request 3: Permit Expiration Date
The current NCDCM permit is set to expire on December 31, 2005. This does not allow
sufficient time for the Town to obtain the required Federal permits and construct the proposed
nourishment. The Town requests that the current permit expiration date be modified to allow
work to be conducted until December 31, 2008.
Modification Request 4: Fill Design
The current NCDCM permit identifies the approximate vertical limits of fill to be between -4.8 ft
and +7.0 ft, NGVD29, and the disposal area width to be approximately 250 ft (cross-shore
direction). In order to place the maximum amount of sediment and extend the life of the project,
the current design requires a berm elevation of +8 ft NGVD29. Our constructed placement width
(from landward edge of berm to toe of fill) ranges between 245 ft and 300 ft. The Town would
like to request that elevation of fill be modified to specify a maximum vertical limit of
approximately +8 ft referenced to NGVD29 and the permitted disposal width be increased from
250 ft to 300 ft.
Modification Request 5: Alternative Borrow Site
Previous Town efforts under the current permit have utilized three different upland borrow
sources for beach sediment: Oyster Harbor, the Boyd Street stock pile site and the Smith Borrow
site. In order to provide enough suitable material for the proposed project, a new potential
upland borrow source has been identified by the Town. This 38-acre site is located near the
intersection of Turkey Trap Road and Stanbury Road, approximately 3.6 miles from the beach.
The site has been purchased by the Town and a mining permit for excavation of the site is
currently being pursued from the NC Division of Land Management. A copy of the permit will
be forwarded to your office upon our receipt. It is estimated that this borrow site contains over
800,000 cy of beach compatible sediment. The Town has obtained borings and completed grain
size analysis of sediments from the proposed borrow site, as described in the enclosed Summary
of Borrow Site Material Characteristics and Beach Compatibility - Kirby Walter Borrow Site. A
USACE certified jurisdictional wetland boundary survey has been conducted on the borrow site,
from which a wetland plat will been created. There are approximately 6.6 acres of wetlands on
the Kirby Walter Borrow Site, all of which will be protected from impact during excavation.
In summary, the requested modifications to the current NCDCM pen-nit include: (1) increasing
the original total placed volume from 735,000 ey to 800,000 cy, (2) extending the eastern permit
boundary an additional 850 ft, (3) extending the permit expiration date to December 31, 2008,
(4) increasing the design berm height to +8 ft, NGVD29, and disposal cross-sectional width to
300 ft, (5) and finally to allow the use of the proposed Kirby Walter Borrow Site.
Thank you for your consideration of these permit modification requests. If you need
supplemental information or clarification pertaining to this request, please contact Mr. Paul
Carroll or myself at 843-884-8750.
Sincerely,
Chris Mack
Senior Coastal Engineer, PE
Applied Technology and Management
Enclosures (1)
Borrow Site Analytical Results and Summary
Permit Drawings
cc: Steve Wheeler, Town of Holden Beach
Henry Wicker, USACE
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Summary of Borrow Site Material Characteristics and Beach
Compatibility -Kirby Walter Borrow Site
The proposed borrow site for this project is a sediment source located near the
intersection of Turkey Trap Road and Stanbury Road (referred to as the Kirby
Walter Borrow Site), approximately 3.6 miles from the beach. The majority of
the 38 acre site is medium to densely covered with trees and other vegetation.
There are no surface water features and no jurisdictional stream channels
present within the property boundaries. The property is mapped as Leon fine
sand (Lo), Mandarin fine sand (Ma), Muckalee loam (Mk), and Kureb fine sandy
loam 0-2% slopes (KrB) based on the Soil Survey of Brunswick county, North
Carolina.
On May 20 and 23, 2005, Environmental Services, Inc., (ESI) conducted a
jurisdictional wetland delineation for the site during which five jurisdictional
wetland areas were delineated. Four of the five areas are relatively small and
are not a significant concern. The remaining wetland area includes a significant
portion of the northern and central part of the borrow site. The wetland areas
located on the property include several small isolated depressions and a
headwater slough that drains to the north off the property. The upland areas
located on the property are best described as xeric sandhill scrub.
In order to determine the compatibility of the Kirby Walter Borrow Site material,
ATM contracted with Engineering Consulting Services, Inc. (ECS) to collect 10
soil borings from within the Kirby Walter Borrow Site. The borings began at the
natural ground surface and were driven to a depth of approximately 35 ft to 40 ft
below grade. Continuous split spoon sampling was conducted at 2 ft intervals.
From these 10 borings, 40 composite samples were created and analyzed by
ECS according to standard grain size analysis methods.
The soil borings revealed clay lenses throughout the borrow site, varying in
thickness between 2 ft and 8 ft. Greater thicknesses were found toward the
southwest end of the site. Towards the northeast end, clay lenses were less
substantial and mean sediment grain sizes generally increased. The sediment is
described as light grey, fine to medium sand toward the northeast portion of the
borrow site and brownish grey, fine to medium sand and clayey sand toward the
southwest.
Each composite soil sample selected for grain size analysis was tested in
accordance with ASTM D-422 "Standard Test Method for Particle Size Analysis
of Soils", ASTM D-1140 "Standard Test Method for Amount of Material in Soils
Finer than the No. 200 Sieve". Graduation analysis included the following sieve
sizes: 3/4, 3/8, #4, #10, #20, #40, #60, #100, #200. Geotechnical Summary
Table 1 shows the USCS soils classification, mean grain size, median grain size,
percent fines, and volume of material represented for each composite sample.
Percent fines are reflective of the material that passes the #200 sieve.
Sediments suitable for the beach nourishment typically are expected to contain
less than 10% fines. The median and mean sediment diameters for the Kirby
Walter Borrow Site are 0.23 mm and 0.28 mm respectively and the percent fines
(percent of material passing the #200 sieve) is 9.4%.
The native beach sediment was investigated by the USACE in October 1998 in
Preparation of the Environmental Assessment and General Design Memorandum
for the Section 933 project. The USACE collected sediment samples along four
beach profiles within the boundaries of their proposed project. These sediment
profiles were collected at 6,000 to 8,000 foot intervals and included 17 samples
per profile at specified elevations. The median grain size for the native beach
was determined to be 0.27 mm based on analysis of this data. The data
indicated that approximately 43% of the material is medium grained sand ranging
from 0.13 mm to 0.30 mm in diameter and classified as SP under the unified
Soils Classification System (USCS). Figure 1 shows the grain size distribution
for the Kirby Walter Borrow Site and the native beach sediment as measured by
the USACE.
Attachments -
Table 1. Geotechnical Summary
Figure 1. Sediment Distribution Curves
Boring Logs
Location Map
Permit Drawings
Table 1. Geotechnical Summary
Sampling Sample USCS Mean d50
Boring ID Sample ID Depth Length Classification Diameter (mm) % Pass No. Area Volume Total
(ft) (ft) (mm) 200 Sieve (acres) (cy) Volume (cy)
B-1 B-1A 0 to 4 4 SP-SM 0.19 0.19 7.9% 3.86 24,926
13-113 4 to 8 4 SM 0.28 0.18 23.9% 3.86 24,926
B-1C 8 to 32 24 SP 0.23 0.23 4.8% 3 86 149,557
B-1 D 32 to 40 8 SP-SC 0.39 0.32 12.1% 3.86 49,852 249,262
B-2 B-2A 0 to 10 10 SP-SC 0.21 0.21 5.4% 3.02 48,692
B-213 10 to 14 4 SC 0.24 0.20 14.7% 3.02 19,477
B-2C 14 to 40 26 SP-SC 0.26 0.29 5.4% 3.02 126,600 194,769
B-3 B-3A 0 to 6 6 SP-SC 0.27 0.26 7.7% 1.51 14,593
B-38 6 to 10 4 SC 0.34 0.17 33.0% 1.51 9,728
13-3C 10 to 28 18 SP-SC 0.23 0.20 5.5% 1.51 43,778
8-3D 28 to 36 8 SP 0.36 0.38 1.9% 1.51 19,457 87,556
B-4 B-4A 0 to 6 6 SM 0.26 0.19 21.3% 3.21 31,084
B-4B 6 to 10 4 SC 0.51 0.36 22.9% 3.21 20,723
B-4C 10 to 26 16 SP-SC 0.23 0.20 7.4% 3.21 82,890
13-4D 26 to 38 12 SP-SC 0.32 0.29 10.7% 3.21 62,168
B-4E 38 to 40 2 SC 0.85 0.31 15.0% 3.21 10,361 207,226
B-5 B-5A 0 to 6 6 SM-SC 0.22 0.19 19.2% 2.73 26,454
B-5B 6 to 10 4 SP 0.26 0.31 5.2% 2.73 17,636
B-5C 10 to 14 4 SC 0.36 0.22 28.1% 2.73 17,636
B-5D 14 to 40 26 SP 0.28 0.31 4.0% 2.73 114,634 176,360
B-6 B-6A 0 to 4 4 SP-SM 0.19 0.20 8.1% 2.80 18,087
B-6B 4 to 14 10 SP-SC 0.23 0.21 8.0% 2.80 45,217
B-6C 14 to 16 2 SC 0.43 0.27 31.3% 2.80 9,043
B-6D 16 to 40 24 SP 0.26 0.26 3.9% 2.80 108,521 180,868
B-7 B-7A 0 to 8 8 SM 0.22 0.18 17.6% 3.53 45,611
B-7B 8 to 24 16 SP-SC 0.21 0.18 10.1% 3.53 91,222
B-7C 24 to 40 16 SP 0.20 0.21 3.8% 3.53 91,222 228,055
B-8 B-8A 0 to 6 6 SP 0.17 0.20 3.2% 3.93 38,069
B-8B 6 to 16 10 SC 0.34 0.13 36.3% 3.93 63,448
B-8C 16 to 24 8 SP-SC 0.24 0.22 6.9% 3.93 50,758
B-8D 24 to 40 16 SP 0.23 0.22 3.6% 3.93 101,517 253,792
B-9 B-9A 0 to 12 12 SM 0.27 0.22 17.6% 2.91 56,365
B-9B 12 to 18 6 SP-SC 0.31 0.28 7.6% 2.91 28,183
B-9C 18 to 26 8 SP-SC 0.22 0.22 7.6% 2.91 37,577
B-9D 26 to 40 14 SP 0.22 0.25 3.4% 3.00 67,695 189,820
B-10 B-10A 0 to 8 8 SP 0.18 0.21 1.8% 3.00 38,683
B-10B 8 to 16 8 SC 0.26 0.18 28.3% 3.00 38,683
B-10C 16 to 24 8 SP-SC 0.19 0.20 5.8% 3.00 38,683
B-10D 24 to 36 12 SP-SC 0.24 0.21 9.1% 3.00 58,024
B-l0E 36 to 40 4 SP-SC 0.27 0.27 6.0% 3.00 19,341 193,414
USACE USACE-1 SP 0.26 0.32 0.0%
USACE-2 SP 0.30 0.39 0.0%
USACE-3 SP 0.62 0.78 0.0%
0.28 0.23 1,961,121 1,961,121
100.00%
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22-11187 B-1 1 OF 2
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PROJECT NAME
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15 SS 24 24 9 (1-2-4-5)
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16 SS
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CONTINUED ON NEXT PAGE
THE STRATIFICATION LINES REPRESENT THE APPRDXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
WL WS OR ® BORING STARTED 2/15/05
TWL(AB) TWL(AC) BORING COMPLETED 2/15/05 CAVE IN DEPTH •
TWL RIG TRAC 45FOREMAN RS DRD.. MG METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB # BORING # SHEET
22-11187 B-1 2 OF 2
PROJECT NAME ARCHITECT-ENGINEER TD
land Borrow Pit
U James Craven
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SITE L OCA TION CALIBRATED PENETROMETER
FT 2
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Hol de n B ea ch, North Carolina 3
4 5+
1 2
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END OF BORING ® 40.0'
45-
50-
55-
60- -

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
yWL WS OR ® BORING STARTED 2/15/05
TWL(AB) TWL(AC) BORING COMPLETED 2/15/05 CAVE IN DEPTH •
YWL RIG TRAC 45FOREMAN RS DRDLING METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB #
22-11187 BORING #
B-2 SHEET
1 OF 2

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- - ------------
CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
YWL 8'4° 11S OR ® BORING STARTED 2/7/05
T11L(AB) -TIIL(AC) BORING COMPLETED 2/7/05 CAVE IN DEPTH •
WL RIG TRAC 45FOREMAN JAS DRDIING METHOD Mud Rotary
CLIENT
Town of Holden Beach, NC JOB # BORING # SHEET
22-11187 B-2 2 OF 2 M&

PROJECT NAME
ARCHITECT-ENGINEER TD
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DESCRIPTION OF MATERIAL PC
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19 SS 24 24 5 (2-2-2-3)
20 SS 24 24 2 (i-o o z)
40
END OF BORING ® 40.0'
45-
50-
55
60 - -

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
7RI.894" WS OR ® BORING STARTED 2/7/05
T1rL(AB) TAL(AC) BORING COMPLETED 2/7/05 CAVE IN DEPTH •
YWL RIG TRAC 45FOREMAN JAS DRILLING METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB # BORING # SHEET
22-11187 B-3 1 OF 2 CS
PROJECT NAME ARCHITECT-ENGINEER L
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6 SS 24 24 Medium SAND, (SP) 11 (4-5-6-5)
7 SS 24 24 13 (4-7-6-7)
15 8 SS 24 24 11 (4-5-5-6)
9 SS 24 24 11 (4-4-5-6)
10 SS 24 24 10 (3-4-5-5)

20
11 SS 24 24 11 (5-6-5-6)
12 SS 24 24 9 (4-6-5-4)
25 13 SS 24 24 11 (5-5-6-5)
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to Medium SAND
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- - ---------- CONTINUED ON NEXT PAGE
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
RL 1/S OR ® BORING STARTED 1/28/05
WMAB) !jWL(AC) BORING COMPLETED 1/28/05 CAVE IN DEPTH
RIG TRAC 45FORE)AAN PB DRILLING METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB N BORING # SHEET
22-11187 B-3 2 OF 2
PROJECT NAME ARCHITECT-ENGINEER TD
land Borrow Pit
U James Craven
p
SITE L OCA TION -O- CALIBRATED PENEJOMETER
TON3
FT
Ho lde n B ea ch, North Carolina 3
1 2
4 5+
DESCRIPTION OF MATERIAL PLASTIC WATER LIQUID
LIMIT % CONTENT x LIMIT z
w x ---------t--------- o
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END OF BORING ® 36.0'
40-
45-
50-
55-
60- -

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
WL WS OR ® BORING STARTED 1/28/05
T WL(AB) TWL(AC) BORING COMPLETED 1/28/05 CAVE IN DEPTH 9
TWL RIG TRAC 45FOREMAN pB DRILLING METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC
PROJECT NAME JOB # BORING # SHEET
22-11187 B-4 1 of 2
ARCHITECT-ENGINEER
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5/2), Fine to Medium SAND, (SP)
9 (1-3-4-5)

2
SS
24
24 Loose, Dark Yellowish Brown
(10YR 4/4), Clayey Fine to
(SC)
M
di
SAND
7 (2-4-4-3)
e
um
,
5 3 SS 24 24 Loose, Light Yellowish Brown
Fi
t
5Y 6
3
2
Cl 8 (1-2-3-2)

4
SS
24
24 ne
o
/
),
(
.
ayey
Medium SAND, (SC)
25 (9-14-16-9)
5Y 6
2

5
SS
24
24 /1),
Medium Dense, Gray (
.
Fine to Medium SAND, (SP)
7 (3-4-3-4)

1
6
SS
24
24 Loose, Light Gray (5Y 7/1
Clayey Fine to Medium SAND,
26 (9-13-17-19)

7 SS 24 24 Loose to Very Dense, Light Gray
5Y 7/1), Fine to Medium SAND,
R 25 (8-5-11-14)

15
B
SS
24
24 P)
12 (6-6-5-7)
9 SS 24 24 4 (7-11-14-10)
10 SS 24 24 (12-17-22-31 53
20
11
SS
24
24
(9-17-26-31)
57
12 SS 24 24 (6-12-26-34) 60
25 13 SS 24 24 (9-23-27-30 57
14 SS 24 24 (8-12-16-19) 35

30 15 SS 24

24 24

24 (6-7-11-19) 30

6-5--7-8)
15
16 SS I _j (
- - - - - - - - - - - - - -
CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
#WL 698" WS OR ® BORING STARTED 1/27/05
YUCCAS) TAL(AC) BORING COMPLETED 1 27 05 CAVE IN DEPTH •
VIII. RIG TRAC 45FORDIAN PB DRna.ING METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB N BORING y SHEET
22-11187 B-4 2 OF 2 f%_& 0
%
PROJECT NAME ARCHITECT-ENGINEER TD
w Pit
l
d B
U James Craven
an
orro
p
SITE L OCA TION ?- CALIBRATED PENETIJOMETER
TONS/Fr.
Hol de n B ea ch, North Carolina 1 2 3 4 5+
DESCRIPTION OF MATERIAL PLASTIC
LIMITT X CONTENT R LIMIT R
w _ K --------- * -----------

w
z ROCK QUALITY DESIGNATION & RECOVERY
z RQD%- - - REC.X
0
-
0%
-
-
-
z a ENGLISH UNITS e 8
X
10
20X
40%
60X
a
E:t o
SURFACE ELEVATION ® STANDARD PENETRATION
BLAHS
69
2 /

30 N 10 20 30 40 50+
Loose to Very Dense, Light Gray
Y 7/1), Fine to Medium SAND,
Rp)

17 SS 24 24 10 (3-4-4-6)
Medium Dense, Dark Gray (2.5Y
3 18 SS 24 24 4/1), Fine to Medium SAND, (SP) 14 (4-5-7-7)
Medium Dense, Very Dark Gray
19 SS 24 24 (GLEY 1 3 1), Fine to Medium 18 (9-7-11-7)
SAND
(SP?
,

20 SS 24 24 Dense, Gray (2.5Y 5/1), Fine to (5-15-16-1a) 34
40 Medium Cemented SAND, (SP)
END OF BORING ® 40.0'
45-
50-
55-
6 0 - -

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
7WL CC WS OR ® BORING STARTED 1/27/05
TWI4AB) !fWL(AC) BORING COMPLETED 1/27/05 CAVE IN DEPTH •
!f WL >iG TRAC 45FOREMM PB DRIIJING METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB # BORING # SHEET
22-11187 B-5 1 OF 2 M&

PROJECT NAME
ARCHITECT-ENGINEER TD
land Borrow Pit
U James Craven
p
SITE LOCATION CALIBRATED EON NMOMEPER
Holden B each, North Carolina 1 2 3 4 5+
DESCRIPTION OF MATERIAL PLASTIC HATER LIQUID
LOUT X CONTENT x LIMIT x
w x---------W---------o

? U
?
z _ ROCK QUALITY DESIGNATION & RECOVERY
°z p Q z ROD%- - - REC.%
F ENGLISH UNITS C) 20%-40%-60%-80%-100X

Q gg g SURFACE ELEVATION ® STANDARD PENETRATION
3
tt?d
aaa???
cn
?a i B1A)WS/FT.
10 20 30 40 50+
0
Loose, Strong Brown (7.5YR
i SS 24 24 4/6), Silty Fine to Medium 10 (2-4-4-6)
SAND
(SM)
,
r
2 SS 24 24 Medium Dense, Pale Brown (1OYR 12 (3 s-s 7)
di
3
Fi
t
M
6
Cl
um
),
ayey
ne
o
e
/
5 3 SS 24 24 SAND, (SC) (7-12-14-16) 30
Li
ht B
i
h
di
D
rown
ense,
g
s
M
um
4 SS 24 24 (2.5Y 6/2), Fine to Medium
t (3-1-19-22) 41
(SP)
SAND,
5 SS 24 24 Dense to Medium Dense, Light (12-15-17-13 30
Gray (5Y 7/1), Fine to Medium
10 SAND, (SP)
6 SS 24 24 6 (3-2-3-3)
Loose, Gray (5Y 6/1), Clayey
Fine to Medium SAND, (SC)
7 SS 24 24 9 (3-s-5-4)
Very Loose to Very Dense, Light
15 e SS 24 24
Gray (5Y 7/1Fine to Medium 15 (3-7-9-6)
SAND
(SP)
,
9 SS 24 24 29 (4-11-13-16)
10 SS 24 24 21 (6-e-11-10)

20- - - -
11 SS 24 24 (6-13-15-21) 36
12 SS 24 24 (14-18-24-2s) 52
25 13 SS 24 24 (16-24-31-37) 68
14 SS 24 24 (14-19-30-3 67
15 SS 24 24 (6-7-9-8)
30
SS 24 24 1
1
2
2
3
16
-
-----
- -
-
)
-
(
-- ---------
- - -----
- CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
# WL WS OR ® BORING STARTED 2/14/05
TIIL(AB) TWL(AC) BORING COMPUTED 2/14/05 CAVE IN DEPTH •
WL RIG TRAC 45FOREVAN RS DRnIING METHOD Mud Rotary
CLIENT
Town of Holden Beach, NC JOB N BORING SHEET
22-11187 B-5 2 OF 2
PROJECT NAME ARCHITECT-ENGINEER TD
d B
Pit
U
l James Craven
orrow
p
an
SITE L OCAT ION -a- CALIBRATED PENMOMETER
TON3
Ff
Hol de n B ea ch, North Carolina 3
1 2
4 5+
DESCRIPTION OF MATERIAL PLASTIC HATER LIQUID
b LWT X CONTENT X LIMIT x
w _ x --------- ?-------- -o
w Z
z ROCK QUALITY DESIGNATION do RECOVERY
RQDX- - - REC.%
°z 8 20%-40%-60%-80%-100X
ENGLISH UNITS a
a o SURFACE ELEVATION ® STANDARD PENETRATION

30 10 20 30 40 50+
Very Loose to Very Dense, Light
Gray (5Y 7/1), Fine to Medium
SAND
(SP)
,
17 SS 24 24 14 (4-6-6-6)
3 16 SS 24 24 15 (7-8-e-7)
19 SS 24 24 29 (e--11-13-16)
20 SS 24 24 24 (7-6-11-13)
40
END OF BORING ® 40.0'
45-
50-
55-
60- -

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
IIL WS OR ® BORING STARTED 2/14/05
!I R1(AB) TWL(AC) BORING COMPLETED 2/14/05 CAVE IN DEPTH •
TWL RIG TRAC 45FORD" RS DRILLING METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB # BORING N SHEET
22-11187 B-6 1 OF 2
PROJECT NAME ARCHITECT-ENGINEER TD
Pit
U
l
d B James Craven
orrow
p
an
SITE LOCATION
Holden B
each, North Carolina -0- CAL®RATED PEn-MOMETER
I 2 TON33FT 4 5+

z

W

v

a

^
-- DESCRIPTION OF MATERIAL

NGLISH UNITS

z PI WT X CONTENT X LIMIT X
X --------- --------- -

ROCK QUALITY DESIGNATION 6c RECOVERY
RQD%- - - REC.%
20%-40%-60%-80%-100X
a
v SURFACE ELEVATION ® STANDARD PENETRATION
BIDWS
FT

y
M .
/
10 20 30 40 50+
0
1
SS
24
24
Loose, Light Olive Brown (2.5Y
5/4), Fine to Medium SAND, (SP)
7 (2-2-3-4)
2 SS 24 24 Medium Dense, Light Brownish
Gray (2.5Y 6/2), Fine to Medium
(SP)
SAND 16 (a-s-s)
,
5 3 SS 24 24 16 (2-4-8-8)
4 SS 24 24 Medium Dense to Very Loose,
Light Gray (10YR 7/1), Fine to
m SAND
(SP)
M
di 15 (5-6-9-6)
,
e
u
5 SS 24 24 3 (5-3-2-1)

1
6 SS 24 24 25 (1-2-7-18)
7 SS 24 24 (8-11-19-21 40

15
B
SS
24
24 Medium Dense, Gray (2.5Y 5/1),
Clayey Fine to Medium SAND,
2 (z-4-6 6)
SC
(
)

9 SS 24 24 Medium Dense to Loose, Light 26 (8-11-12-14)
t
M
di
G
(10YR 7/1)
Fi
ne
o
e
um
ray
,
10 SS 24 24 SAND, (SP) 17 (6-8-8-9)

20
11 SS 24 24 27 (8-11-12-15)
12 SS 24 24 24 (11-9-11-13)
25 13 SS 24 24 27 (11-11-13-14)
14 SS 24 24 21 (6-6-10-11)
15 SS 24 24 18 (9-8-8-10)
30
16 SS 24 24 5 (3-3-3--2)
t
- - -----------
CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
7WL 8'4" WS OR (D BORING STARTED 1/27/05
TIIL(AB) T11L(AC) BORING COMPLETED 1/27/05 CAVE IN DEPTH •
gym. RIG TRAC 45FORMIAN PB DRaLING METHOD Mud Rotary
CLIENT
Town of Holden Beach, NC JOB # BORING # SHEET
22-11187 B-6 2 OF 2

M&
PROJECT NAME ARCHITECT-ENGINEER TD
Pit
l
d B
U James Craven
orrow
an
p
SITE L OCA TION -O CALIBRATED PENETROMETER
TONS/FT.
Hol de n B ea ch, North Carolina 1 2 3 4 5+
DESCRIPTION OF MATERIAL P
M
ITT % CONTENT x LINT x
LI
m K ---------W---------

W V
?
Z
ROCK QUALITY DESIGNATION lk RECOVERY

° p
F -- z RQD%- - - REC.%
0%-80%-100%
-
-
z o ENGLISH UNITS .
20%
40%
6
tK 4
O SURFACE ELEVATION t'.I ® STANDARD PENETRATION

30 10 20 30 40 60+
Medium Dense to Loose, Light
Gray (10YR 7/1), Fine to Medium
SAND
(SP)
,

17 SS 24 24 Loose to Very Loose, Light 5 (z-z-3 z)
Fine to
(5Y 6/2)
Oli
G
ve
,
ray
3 18 SS 24 24 Medium SAND, (SP) 7 (3.-3-4-3)
19 SS 24 24 4 (1-3-3-1)
20 SS 24 24 5 (3-3 3 z)

4
END OF BORING @ 40.0'
45-
50-
55-
-

STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
THE
7WL 894" WS OR ® BORING STARTED 1/27/05
T11L(AB) TWL(AC) BORING COMPLETED 1 27 05 CAVE IN DEPTH •
yin. RIG TRAC 45FORDIAN PB DRn1JNG METHOD Mud Rotary
CLIENT
Town of Holden Beach, NC JOB # BORING # HEET

of 2
22-11187 B-7 71"

&
PROJECT NAME ARCHITECT-ENGINEER TD
ow Pit
l
d B
U James Craven
an
orr
p
SITE LOCATION ?- CAMRATED PENETROMETER
TONS/Ff.
Holden B each, North Carolina 1 2 3 4 5+
DESCRIPTION OF MATERIAL PC
N
% CO
TENT % L MIT R
w X ---------*---------

w V
Z
ROCK QUALITY DESIGNATION do RECOVERY
RQDX- - - REC.%
z a ENGLISH UNITS
cc 6 20%-40%-60%-80%-100X
r? r? rl
p o SURFACE ELEVATION R Fr
ATION
® STAND BLOWS
?
? M /
.
10 20 30/ 40 50+
0
Loose, Gray (10YR 5/1), Fine to
i SS 24 24 Medium SAND, (SP) 6 (1-2-3-3)
Loose, Light Yellowish Brown
2 SS 24 24
(2.5Y 6/4), Cla ey Fine to 5 (3-2-2-3)
SAND
?SC
i
,
)
Med
um

5 3 SS 24 24 Medium Dense, Light Gray (tOYR 13 (5-6-s-?)
t
M
di
Cl
Fi
7
1
o
e
um
ayey
ne
/
),
4 SS 24 24 SAND, (SC) 13 (5-5-7-6)
Medium Dense to Very Loose,
5 SS 24 24 Light Gray (10YR 7/1), Fine to 16 (6-6-8-8)
10 Medium SAND, (SP)
6 SS 24 24 11 (5-5-6-5)
7 SS 24 24 3 (5-4-2-1)
Very Loose to Loose, Gray (10YR
15 8 SS 24 24 6/1), Fine to Medium SAND, (SP) 2
9 SS 24 24 10 (B-ID-6-4)
10 SS 24 24 F (3-4-4-5)

20 Medium Dense to Very Dense,
11 SS 24 24 Light Gray (10YR 7/1), Fine to (11-1416-22 38
(SP)
Medium SAND
,
12 SS 24 24 6 (8-11-12-14)
25 13 SS 24 24 (14-19-21-26) 47
14 SS 24 24 (24-28-26-31) 57

15 SS 9 9 (32-50)
30
SS 24 24 (34-23-26-31) 57
16 -
- - ----------
-
CONTINUED ON NEXT PAGE
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
YWL WS OR ® BORING STARTED 2/15/05
TRI.(AB) TAL(AC) BORING COMPLETED 2/15/05 CAVE IN DEPTH •
TWL RIG TRAC 45FOREMAN RS DRII.LING METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB # BORING /j SHEET
22-11187 B-7 2 OF 2 ?Q&

PROJECT NAME
ARCHITECT-ENGINEER TD
Pit
U
l
d B James Craven
orrow
p
an
SITE L OCAT ION -0- CALIBRATED PENEI'1?OMETER
TONS/FT.
Hol de n B ea ch, North Carolina 1 2 3 4 5+
DESCRIPTION OF MATERIAL PLASTIC RATER LIQUID
i? LIMIT X CONTENT x LIMIT %
w x --------- ?-------- -o
U
?
Z
ROCK QUALITY DESIGNATION do RECOVERY
W - z RQD%- - - REC.%
z a ENGLISH UNITS 20%-40%-60%-80%-1 DOX
a SURFACE ELEVATION e ® STANDARD PENETRATION
BLOWS
FT
/
.

30 y 10 20
040 50+
Medium Dense to Very Dense,
Light Gray (10YR 7/1), Fine to
SAND
(SP)
M
di
,
e
um
17 SS 24 24 (13-1s-22-26) 48
3 16 SS 24 24 (24-33-36-44) 80

11) N\ 3 :3 (50

20 SS 24 24 2 (8-11-10-12)

4
END OF BORING @ 40.0'
45-
50-
55-
-

STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
THE
RL WS OR (D BORING STARTED 2/ 1 5/05
7 W14AB) ]f4L(AC) BORING COMPLETED 2/15/05 CAVE IN DEPTH 0
:f WL RIG TRAC 45FOREMAN RS DRUIMG METHOD Mud Rotary
-
GHENT

Town of Holden Beach, NC JOB N BORING N SHEET
I

1 of 2
22-11187 B-8
71,

W
PROJECT NAME ARCHITECT-ENGINEER TD
land Borrow Pit
U James Craven
p
SITE LOCATION ?- CALIBRATED PENETROMETER
TON33Ff
Holden B each, North Carolina 1 2
4 5+

5 DESCRIPTION OF MATERIAL PLASTIC WATER LIQUID
CO
TENT X LIMIT x
w LIMIT X
N
x --------- 1--------- - o
w y^
--
z ROCK QUALITY DESIGNATION do RECOVERY
RQD%- - - REC.X
z a ENGLISH UNITS
e 20%-40%-60%-80%-1009
a SURFACE ELEVATION ` ® STANDARD PENETRATION
© BLOWS/FT.
10 20 30 40 50+
0
Loose, Ve Dark Grayish Brown
1 SS 24 24 (10YR 3/2?, Fine to Medium 5 (1-1-2-3)
SAND
(SP)
,

2 SS 24 24 Medium Dense to Loose, Pale 11 (z-3-5 6)
Fi
to
Y
ll
(2
5Y 7/3)
ne
e
ow
,
.
5 3 SS 24 24 Medium SAND, (SP) 8 (5-7-6-2)
Firm, Gray (2.5Y 6/2), Sandy
4 SS 24 24 CLAY (CL) 7 (1-2-3-4)
Loose, Gray (2.5Y 6/2), Clayey
5 SS 24 24
Fine to Medium SAND, (SC) 9 (2-6-6-3)
10

6
SS
24
24 Loose to Very Loose, Light Gray
(5Y 7/1), Clayey Fine to Medium
2 (1-2-1-1)

SAND, (SC)
7 SS 24 24 4 (1-1-2-2)
15 8 SS 24 24 (t-4 3 6)
Dense, Black (10YR 2/1) to
9 SS 24 24 Light Gray (10YR 7/1), Silty (s-15-25- 53
di
SAND
(SM)
Fi
t
M
um
,
ne
o
e
10 SS 24 24 Medium Dense, Dark Gray (2.5Y c (10 10 1010)
Fi
t
di
4
1
Silt
M
20 ne
o
e
um
/
),
y
11 SS 24 24 SAND, (SM) 19 (8-9-9-10)
di
t
D
G
D
ense,
Me
ense
o
ray
um
12 SS 24 24 (10YR 6/1), Fine to Medium 27 (5-10-12-15)
SAND, (SP)
25 13 SS 24 24 (t3-12-15-15) 30
14 SS 24 24 (9-16-24-24) 48
15 SS 24 24 (12-14-16-28) 44
30
S F24 24 12
21
22
22
44
16 S -
------ - -
-
)
(
-
------- ----
. ----
- CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
AWL 7'3" WS OR ® BORING STARTED 2/4/05
TWL(AB) TWL(AC) BORING COMPLETED 2/4/05 CAVE IN DEPTH •
:'WL RIG TRAC 45FORMIAN JD DRILLING METHOD Mud Rotary

CLIENT
Town of Holden Beach, NC JOB # BORING # SHEET
22-11187 B-8 2 OF 2
I:C&
PROJECT NAME ARCHITECT-ENGINEER TD
Pit
U
l
d B James Craven
orrow
p
an
SITE L OCA TION -o- CALIBRATED PENETRourrER
Ff z
TON3
Hol de n B ea ch, North Carolina 3
I 2
4 6+
DESCRIPTION OF MATERIAL PLASTIC HATER LIQUID
LOOT % CONTENT X LIMIT R
X --------- ?---------
v
?
Z
ROCK QUALITY DESIGNATION do RECOVERY
w ?- z RQDX- - - REC.%
z o rK ENGLISH UNITS 20%-40%-60%-60%-100%
w
SURFACE ELEVATION i
R d ® STANDARD PENETRATION
BLAHS/ET
.
30
10 20 30 40 60+
Medium Dense to Dense, Gray
(10YR 6/1), Fine to Medium
(SP)
SAND
,
17 SS 24 24 9
(12-15)

3
18
SS
24
24
(4-6-13-17)
30

ING ® 36.0'
END OF BOR
40-
45-
50-
55-
60- -

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
7WL 793" WS OR (D BORING STARTED 2/4/05
T 1/1(AB) TRL(AC) BORING COMPLETED 2/4/05 CAVE IN DEPTH •
:'wL RIG TRAC 45FOREMAN JD DRUI-ING METHOD Mud Rotary
CLIENT JOB # BORING # SHEET
Town of Holden Beach, NC 22-11187 B-9 1 OF 2 Jim f%in
II
PROJECT NAME ARCHITECT-ENGINEER Tg)
...
aven
s C
J
Upland Borrow Pit ame
r
SITE LOCATION -? CALIBRATED S/ PENETROMETER
Holden B each, North Carolina 1 2 3 4 5+

DESCRIPTION OF MATERIAL PLASTIC RATER LIQUID
LIMIT x CONTENT x LIMIT %
w x --------- --------- - o

w V
7`y
? f/?
•7
ROCK QUALITY DESIGNATION do RECOVERY
z ROD%- - - REC.X
z Q ENGLISH UNITS 20%-40%-60%-80%-1OOX

a
SURFACE ELEVATION [- STANDARD PENETRATION
® BLOWS/Fr
.
10 20 30 40 60+
0
Loose, Black (10R 2.5/1), Silty
1 SS 24 24 Fine to Medium SAND, (SM) 5 (2-1-2-3)
Loose, Yellowish Brown (10YR

2
SS
24
24 5/4), Fine to Medium SAND, (SP) 9 (2-4-4-5)
5 3 SS 24 24 Loose, Dark Grayish Brown (10YR
4/2), Fine to Medium SAND, (SP)
0 (2-+-5 s)
4 SS 24 24 (6-22-19-21 40
Dense to Medium Dense, Gray
5 SS 24 24 (10YR 6/1), Clayey Fine to 3 (s-7-7-6)
10 Medium SAND, (SC)
6 SS 24 24 13 (6-5-7-6)

7
SS
24
24 Medium Dense, Light Brownish
Gray (2.5Y 6/2), Fine to Medium
24 (5-6-11-13)
(SP)
SAND
1
,
15 8 SS 24 24 21 (6-&-8-13
)
Medium Dense to Very Dense,
9 SS 24 24 Grayish Brown (2.5Y 5/2), Fine 7 (4-5-8-9)
(SP)
to Medium SAND
,
10 SS 24 24 (6-9-17-19) 36

20
11 SS 24 24 (22-27-35-47 82
12 SS 24 24 7 (8-11-12-15)
25 13 SS 24 24 F 25 (9-13-11-14)
Medium Dense to Very Loose,
14 SS 24 24 Gray (5Y 6/1), Fine to Medium 28 (11-114-14)
SAND
(SP)
,
15 SS 24 24 21 (7-ID-9-12)

30
SS 24 24 24 (14-11-12-12)
16
- - ------------
CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
7RL WS OR ® BORING STARTED 2/14/05
TRL(AB) T11L(AC) BORING COMPLETED 2/14/05 CAVE IN DEPTH •
gym. RIG TRAC 45FOREMAN RS DRI1JING METHOD Mud Rotary
CLIENT JOB # BORING # SHEET r
Town of Holden Beach, NC 22-11187 B-9 2 OF 2 ?
PROJECT NAME ARCHITECT-ENGINEER T?
ve
C
J
Upland Borrow Pit ames
ra
n
SITE LOCATION -o- CALIBRATED PENET20METER
TONS/PT.
Holden B each, North Carolina I 2 3 4 5+
DESCRIPTION OF MATERIAL PLASTIC WATER LIQUID
LaCT X CONTENT % LINT X
x ---------1t--------- o
w
v
ROCK QUALITY DESIGNATION & RECOVERY
z RQD%- - - REC.X
°z a ENGLISH UNITS
ac 20%-40%-60%-80%-100%
q p
SURFACE ELEVATION j ® STANDARD PENETRATION
BLOWS/FT.
v? w
P4 10 20 30 40 50+
30 Medium Dense to Very Loose,
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17 SS 24 24 25 (8-9-11-14)
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20
SS
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24 (1-2-1-1)
40

ORING ® 40.0'
END OF B
45-
50-
55-
60- -
I

-

-

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
WL WS OR ® BORING STARTED 2/14/05
TWL(AB) TWL(AC) BORING COMPLETED 2/14/05 CAVE IN DEPTH •
?r WL RIG TRAC 45FOREMAN RS DRILLING METHOD Mud Rotary
CLIENT JOB # BORING # SHEET

Town of Holden Beach, NC
22-11187
B-10
1 OF 2 ?
PROJECT NAME ARCHITECT-ENGINEER TD
Pit Cra
en
J
Upland Borrow v
ames
SITE LOCATION -O- CALIBRATED PENET) OMETER
TONS/FP.
Holden B each, North Carolina 1 2 3 4 5+
DESCRIPTION OF MATERIAL PLASTIC WATER LIQUID
LIMIT % CONTENT x LIMIT %
x ---------l---------- o
w
z ROCK QUALITY DESIGNATION & RECOVERY
z RQDX- - - REC.X
z c ENGLISH UNITS
x 20%-40%-60%-80%-100X
a SURFACE ELEVATION ® STANDARLDWSE/NETRATION
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0
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Gray (5YR 5/2), Clayey Fine to
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7 SS 24 24 24 (3-5-12-12)
Medium Dense, Light Gray (2.5Y
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15 8 SS 24 24 SAND, (SC) 22 (4-5-10-12)
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15
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4 (1-1-2-2)
30 Fine to Medium SAND, (SM)
16 SS 24 24 14 (1-3-6-6)

- - ------------
CONTINUED ON NEXT PAGE
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
77WL 6'2" 11S OR (D BORING STARTED 2/4/05
TWgAB) TRL(AC) BORING COMPLETED 2/4/05 CAVE IN DEPTH •
!f RL RIG TRAC 45FOREvAN JD DRIII.WG METHOD Mud Rotary
CLIENT JOB # BORING # SHEET
Town of Holden Beach, NC 22-11187 B-10 2 of 2
PROJECT NAME ARCHITECT-ENGINEER TD
Pit
B es Craven
Ja
orrow
Upland m
SITE L OCAT ION -O- CALIBRATED PENETROMETER
TONS/6R.
Hol de n B ea ch, North Carolina 1 2 3 4 5+
DESCRIPTION OF MATERIAL PLASTIC WATER LIQUID
i5 LIMIT X CONTENT R LIMIT %
w X --------- ?-------- -
Z ROCK QUALITY DESIGNATION do RECOVERY

° w ROD%- - - REC.%
z a ENGLISH UNITS a 20%-40%-60%-80%-100X

a
SURFACE ELEVATION
d STANDARD PENETRATION
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Very Dark Gray (10Y 3/1), Silty
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t
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40

END OF BORING ® 40.0'
45-
50-
55-
60- - - -

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL
7WL 6'2" WS OR ® BORING STARTED 2/4/05
TW4AB) TWL(AC) BORING COMPLETED 2/4/05 CAVE IN DEPTH •
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VERTICAL DATUM: NGVD 29
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOL DEN BEACH COUNTY OF: BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA
110 Rothsc hild Street

:
DATE: 06/23/05 SCALE

1"=4,000' Holden Beach, NC 28462

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APPLICATION BY: TOWN OF PLAN VIEW EAST REACH PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH STA. 38+00-STA. 55+00 AT: HOLDEN BEACH
VERTICAL DATUM: NGVD 29
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF: BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA An%
110 Rothschild Street
DATE: 06/23/05 SCALE: 1"= 200' Holden Beach, NC 28462 SHEET 3 OF 14
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APPLICATION BY: TOWN OF
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BRUNSWICK COUNTY
110 Rothschild Street
Holden Beach, NC 28462
PROPOSED: HOLDEN BEACH NOURISHMENT
AT: HOLDEN BEACH
COUNTY OF: BRUNSWICK
STATE: NORTH CAROLINA
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VERTICAL DATUM: NGVD 29
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF: BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA
110 Rothschild Street
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HOLDEN BEACH STA. 87+00-STA. 96+00 AT: HOLDEN BEACH
VERTICAL DATUM: NGVD 29
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF: BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA ArMA'
110 Rothschild Street
DATE: 06/23/05 SCALE: 1"= 200' Holden Beach, NC 28462
SHEET 6 OF 14
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VERTICAL DATUM: NGVD 29
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH
BRUNSWICK COUNTY COUNTY OF: BRUNSWICK
STATE: NORTH CAROLINA ffm
110 Rothschild Street

: 06/23/05 SCALE: 1"= 200'
DATE Holden Beach, NC 28462
SHEET 7 OF 14 ;,??

04881CHB01a.dwg 6/23/2005
APPLICATION BY: TOWN OF PLAN VIEW WEST REACH PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH STA. 262+00-STA. 278+00 AT: HOLDEN BEACH
VERTICAL DATUM: NGVD 29
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF: BRUNSWICK M911% mr
BRUNSWICK COUNTY STATE: NORTH CAROLINA
110 Rothschild Street
Holden Beach, NC 28462
DATE: 06/23/05 SCALE: 1 "= 200' SHEET 8 OF 14 K.`?.•
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VERTICAL DATUM: NGVD 29
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF: BRUNSWICK
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110 Rothschild Street
DATE: 06/23/05 SCALE: 1 "= 200 Holden Beach, NC 28462 SHEET 9 OF 14.
1881 CHHO 1 o dwci 6/23/2005
APPLICATION BY: TOWN OF PLAN VIEW WEST REACH PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH STA. 294+00-STA. 310+00 AT: HOLDEN BEACH
VERTICAL DATUM: NGVD 29
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF: BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA tw,
110 Rothschild Street
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DATE: 06/23/05 SCALE: 1 "= 200' Holden Beach, NC 28462 SHEET 10 OF 14 ?.&-
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APPLICATION BY: TOWN OF PLAN VIEW WEST REACH PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH STA. 310+00-STA. 319+00 AT: HOLDEN BEACH
VERTICAL DATUM: NGVD 29
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF: BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA An%
110 Rothschild Street
: 1 = 200 Holden SHEET 11 OF 14
DATE: 06/23/05 SCALE Beach, NC 28462
n4881CHB01 0dwq 6/23/2005
0 800
Scale in Feet
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- - _ -- - -- ` L
BORROW
SITE
APPLICATION BY: TOWN OF BORROW SITE PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH AT: HOLDEN BEACH
VERTICAL DATUM: NGVD 29
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF: BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA Ann
110 Rothschild Street
SHEET 12 OF 14
DATE: 06/23/05 SCALE: 1"=800* Holden Beach, NC 28462
nn51R1r,14F2(1?„--i,o F,/?-S/') f) (l5

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DISTANCE FROM
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APPLICATION BY: TOWN OF TYPICAL SECTION PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH (EAST REACH) AT: HOLDEN BEACH
VERTICAL DATUM: NGVD 29
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF: BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA
.
SCALE:
H1
"=100' 110 Rothschild Street
'
"
"
DATE: 06/23/05 V.1=10, Holden Beach, NC 28462 ^ ^ F
SHEET 13 OF 14 ,?

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TYPICAL WEST REACH SECTION
DISTANCE FROM
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APPLICATION BY: TOWN OF TYPICAL SECTION PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH (WEST REACH) AT: HOLDEN BEACH
VERTICAL DATUM: NGVD 29
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF: BRUNSWICK rw9m
BRUNSWICK COUNTY STATE: NORTH CAROLINA
1 go
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SCALE:
H:1"=100' 110 Rothschild Street t;2
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DATE: 06/23/05 V:1=10 Holden Beach, NC 28462
SHEET 14 OF 14

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
MEMORANDUM
TO: Doug Huggett
FROM: Jim Gregson
District Mana r, Wilmington
r` A/ 61
DATE: MayL23, 2005
SUBJECT: Modification Request
CAMA Major / Dredge and Fill Permit No. 14-02
Town of Holden Beach
Brunswick County
Applied Technology & Management, on behalf of the Town of Holden Beach has requested a modification to State
.Permit No. 14-02. Permit No. 14-02 was issued to the Town of Holden Beach on February 1, 2002, for the
nourishment of approximately 5.7 miles of oceanfront shoreline utilizing upland sand sources from Oyster Harbour
Subdivision and Seascape Subdivision, which at that time were development projects under construction in the area.
The fill placed on the ocean beach was to supplement and extend the Federal Section 933 project. On February 27,
2002, Permit No. 14-02 was amended to add a section in condition (4) concerning the requirement for the delineation
of the first line of stable natural vegetation prior to any beach nourishment activity.
On February 6, 2003, Permit No. 14-02 was modified to authorize an additional borrow site as a source for obtaining
beach quality material for the project. This site is located within the Lakes at Lockwood development.
The applicant is currently requesting a modification to Permit No. 14-02 to include the following:
(1) increasing the original volume of material from 735,000 cy to 800,000 cy.
(2) extending the eastern permit boundary an additional 850 linear feet
(3) extending the permit expiration date to December 31, 2008
(4) increasing the design berm height to +8 ft. NGVD29, and disposal cross-sectional width to
approximately 300 ft., and
(5) to allow the use of a new borrow site known as the "Kirby Walter Borrow Site".
Currently the Town proposes to place an additional 500,000 cy of material along Holden Beach between stations
38+00 and 96+00 and between stations 245+00 and 319+00. The additional 500,000 cy would exceed the current
permitted volume of 735,000 cy by approximately 65,000 cy. The material placed between station 46+50 and 38+00
would represent an extension of the existing permitted project by 850 linear feet.
The applicant is also requesting an expansion of the vertical limits of the fill template from between -4.8 ft. and +7.0
ft., NGVD29 to a maximum vertical limit of +8 ft. NGVD29 in order to place the maximum amount of sediment and
to extend the life of the project.
In order to provide enough suitable material for the proposed project, the Town is also proposing to utilize a new
borrow site. This site is a 38-acre site located near the intersection of Turkey Trap Road an Stanbury Road,
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer
Re: Holden Beach nourishment permit and NCDWQ Certification, Al...
Subject: Re: Holden Beach nourishment permit and NCDWQ Certification, AID 200500935
From: Cyndi Karoly <[e-mail]>
Date: Tue, 31 Jan 2006 14:53:06 -0500
To: "Wicker, Henry M JR SAW" <[e-mail]>
CC: Joanne Steenhuis <[e-mail]>, Doug Huggett <[e-mail]>,
Laurie J Dennison <Lauri [e-mail]>
Henry - best I can tell, this is DWQ project No. 2001-1856. It's the only Town of
Holden Beach project from 2001 (or since 2000 for that matter) with a similar
description (beach nourishment). Joanne Steenhuis had determined at that time that
no 401 was required and that message was conveyed to DCM with regards to the CAMA
Permit. If this is indeed a renewal/mod of the same project, with no new impacts
that would involve areas under our jurisdiction, then CAMA may have decided simply
not to send it to us (and that's fine with me unless Joanne knows of something I'm
missing). otherwise, we have not received an application matching this description
in the past year. If this is not the same project, we have no application on file
and somebody needs to get one to us before we can act on it. I'm copying Doug,
Joanne and Laurie in case you guys know more of what's going on here.
Wicker, Henry M JR SAW wrote:
Cyndi,
I am in the process of issueing Holden Beach and Individual Permit for
Phase II of their beach nourishment project.
The first Phase was authirzed under another IP (AID 200101101). The Division
of Coastal Management authorized the first Phase under CAMA permit 14-02 and
simply modified this permit on Decmber 5, 2005 to cover the work under Phase
II. My question to you is did you issue a new cert for the modified CAMA
Permit and can I use this Certification for my IP.
Help!!
Thanks
Henry
1 of 1 1/31/2006 2:53 PM
RE: Holden Beach nourishment permit and NCDWQ Certification, A...
Subject: RE: Holden Beach nourishment permit and NCDWQ Certification, AID 200500935
From: "Wicker, Henry M JR SAW" <[e-mail]>
Date: Fri, 27 Jan 2006 07:56:11 -0500
To: "Cyndi Karoly" <[e-mail]>
Cyndi,
I am in the process of issueing Holden Beach and Individual Permit for
Phase II of their beach nourishment project.
The first Phase was authirzed under another IP (AID 200101101). The Division
of Coastal Management authorized the first Phase under CAMA permit 14-02 and
simply modified this permit on Decmber 5, 2005 to cover the work under Phase
II. My question to you is did you issue a new cert for the modified CAMA
Permit and can I use this Certification for my IP. ?7
Help!!
Thanks
Henry

1 of 1 1/31/2006 2:19 PM
MEMORANDUM
TO: John Dorney Regional Contact: J. Steenhuis
Non-Discharge Branch WO Supervisor: R Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Town of Holden Beach County Brunswick
Project Number 01 1855 County2
Recvd From DCM Region Wilmington
Received Date 12/18/01 Recvd By Region
Project Type Holden Beach Sewer System Phase 1
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
CAMA 5TH O Y O N ?- 99-(1) SB SA ? 30,700. F F__
I -
r-
OTHO Y O:N ?? 15-25 SB AF-P575-9F -- F-- I
r ?
F_ F770 -NF-F-F F
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 335456 Longitude (ddmmss) 781508
Comments:
No 401 is needed.
cc: Regional Office
Central Office Page Number 1
Q??
DE $36
NC NR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
December 10, 2001
MEMORANDUM
TO: Mr. John R. Dorney
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Town of Holden Beach - Holden Beach Nourishment Project
Project Location: 238 Ocean Blvd. E. to 1099 Ocean Blvd. W., Holden Beach, Brunswick County
Proposed Project: Applying for authorization to haul in sand from outside sources to renourish the public
beach.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
December 31, 2001. If you have any questions regarding the proposed project, please contact Janet Russell at
910-395-3900. 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
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: TOWN OF HOLDEN BEACH
PROJECT NAME: Holden Beach Nourishment Project
2. LOCATION OF PROJECT SITE: 238 Ocean Blvd. E. To 1099 Ocean Blvd. W.
Holden Beach, Brunswick County
Photo Index - 2000: 4 - 36 thru 41 1995: 4 - 34 thru 41
State Plane Coordinates - X: 2 221 300 Y: 60 400 GPS
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -Numerous
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - cc: November 26, 2001
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Holden Beach
Land Classification From LUP - Developed
(B) AEC(s) Involved: OH, ES
(C) Water Dependent: No
(D) Intended Use: Beach Nourishment
(E) Wastewater Treatment: Existing - Ind. Septic Tanks
Planned - Public Sewer System
(F) Type of Structures: Existing - Homes, Businesses, Roads, Utilities
Planned - Enhanced Public Beach
(G) Estimated Annual Rate of Erosion: 2-4' per year
Source - Erosion Rate Maps
7. HABITAT DESCRIPTION:
[AREA]
1?xL-?Utirll ? Q??
A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C)High Ground (Spoil Disposal Site)
Intertidal Ocean Beach 10 Acres
174 Acres
(D) Total Area Disturbed: 184 Acres (Ocean Beach & Boyd St. Spoil Site)
(E) Primary Nursery Area: No
(F) Water Classification: SB & SA Open: Yes
8. PROJECT SUAEVIARY: The Town of Holden Beach is applying for authorization to haul in
sand from outside sources to renourish the public beach.
TOWN OF HOLDEN BEACH NOURISHMENT PROJECT
Page 2
9. PROJECT DESCRIPTION
An Environmental Assessment Document entitled `71olden Beach, North Carolina Beach Nourishment
Project... '; dated July 2001 is currently being circulated in the State Clearing House. A copy of that
document is available for review.
Holden Beach is a barrier island located in Brunswick County near the town of Supply. It is flanked on
one end by the Lockwood Folly River with the Shallotte River on the other end. Holden Beach is on the
Atlantic Ocean with the Atlantic Intracoastal Waterway separating the island from the mainland. The
island is heavily developed with mostly residential development.
The Town of Holden Beach is applying for authorization to haul in beach quality sand from the mainland
to be placed on 5.7 miles of oceanfront to add protection for oceanfront properties and provide a widened
beach area for recreational use. The Corps of Engineers has a separate renourishment project underway
on the island using sand dredged from the Wilmington Harbor Deepening Project. The proposed Town
project would enhance and expand upon the Corps project. The Town's consultant discusses the Corps
of Engineers project in the narrative entitled "Project Purpose and Description". See the application
package.
The upland sand source locations are development projects under construction, Oyster Harbour
Subdivision and Seascape Marina and Subdivision on the mainland side of the Atlantic Intracoastal
Waterway in Brunswick County. The Seascape Marina site appears to be an old disposal area, possibly
from when the AIWW was constructed. The Oyster Harbour project is located off of Windy Point Road
and is bordered by the Shallotte River. Oyster Harbour, LLC has received a mining permit from the
Division of Land Resources for the operation of a sand mine. The Oyster Harbour development does not
have a CAMA permit since none of the development to date is located within an Area of Environmental
Concern. The Seascape Project has a CAMA Major Permit for Marina and Subdivision development.
Their CAMA Major Permit has been modified to allow for sand transport to the Boyd Street disposal area
on the island of Holden Beach. The Boyd Street disposal area proposed for sand storage is on the island
of Holden Beach on the AIWW side at the end of Boyd Street. It is an existing, 10-acre Corps disposal
area with diked walls already in place. See the site plan on sheet 28 of 28. Sand excavated from the
Seascape marina basin would be hauled to the island and temporarily stored there within the diked
disposal area. If this nourishment is authorized, then the sand would be hauled to the beach for placement.
The sand from Oyster Harbor would be hauled from the subdivision directly to the beach. Sand from
these sources has been analyzed and found to be beach compatible with the sand currently on Holden
Beach. The results of the soil tests have been summarized in the application. See the section entitled
"Summary of Sediment Characteristics and Beach Compatibility".
The east end of the island of Holden Beach nearest to Lockwood Folly Inlet would receive sand only from
the Town's proposed haul nourishment project, not from the Corps project. The Corps project would
start at station 80+00 near the end of Ferry Road and go west to Starfish Street. See the plan view of
the extent of the Corps proposed project on sheets 6-12 of 28. The Town's proposed project commences
at the east end of the island near the inlet and extends west all the way to the 1000 block of Ocean
Boulevard West. The Town is planning to construct their project in two phases. While this application
contains information on both phases of the- renourishment project, the Division will require that the
application be modified to provide more detailed information prior to the Phase II work being authorized.
TOWN OF HOLDEN BEACH NOURISHMENT PROJECT
Page 3
The proposed renourishment area includes the dry sand beach, the intertidal zone and the upper subtidal
zone. Part of the Town project involves the placement of sand on the landward side of the Corps project
between the existing frontal dune and the Corps sand deposit. The Town describes this process as filling
a "gap" that will likely be created by the Corps project. The typical cross-sections depict both the Corps
"COE 933 Project" and the "Holden Beach Nourishment" area. See sheets 18-25 of 28 of the plans. A
typical proposed elevation for sand berm is +7 and a typical sloping width is 200'-300' towards the
ocean. The hauled sand would be dumped on the beach and then placed using standard heavy equipment
such as loaders, pans and bulldozers. The Town also is proposing to place sand in areas both to the east
and west of the Corps project. The extent of both the Town's proposed work and Corps project is shown
on the plans. Phase I of the sand placement by the Town in the areas not covered by the Corps project
would extend 4,200' east of the corps project and up to 5,000' west of the corps project. In these areas
the Town proposes to construct a berm with a top elevation of +7.0' NGVD and a width of 100' on a
slope of 1:10. The sand material would be used to widen the existing frontal dune structure. The
consultant estimates that approximately 40 cubic yards per foot of sand will be used in the berm
construction.
The waters of the Atlantic Ocean are classified as SB by the Division of Water Quality. The Atlantic
Intracoastal Waterway has been classified as SA in this area. The waters surrounding Holden Beach are
open to the taking of shellfish. There are no Primary Nursery Areas directly adjacent to Holden Beach.
10. ANTICIPATED EMPACTS
A total of 184 acres of high ground and intertidal beach areas could be disturbed as a result of this
project. This figure does not include the land disturbance on the individual project sites of Oyster Harbor
or Seascape. No wetlands will be impacted as a result of the project. Temporary sediment control
measures may be necessary to control sediment at the Boyd Street disposal area and possibly other areas
as well. A sediment and erosion control plan may be required. The areas to be disturbed include the Boyd
Street disposal area (approximately 10 acres) and the ocean beach area on the island of Holden Beach
(approximately 174 acres).
Placement of sand on the beach will result in temporary mortality for intertidal macrofauna such as crabs
and worms. Placement of material below the high tide line will result in temporary turbidity within the
near-shore waters of the Atlantic Ocean, potentially affecting fish in the area at the time. Limiting the
work to the winter season should reduce potential adverse impacts to fish communities. There may be
some impact to sea turtle nesting as a result of this project. The end result of the project should be a
wider beach area with a sloping profile, which will be beneficial to the turtles. The EA- document states
that beach compaction will be monitored and tilling will be conducted as required to reduce the likelihood
of impacting sea turtle nesting and hatching activities. Erosion escarpments forming after project
completion would also be leveled to reduce turtle nesting impacts. Seabeach amaranth could be negatively
impacted, at least initially.
The project would serve to renourishment the public beach on 5.7 miles of Holden Beach. Public use of
the beach during the renourishment process will be limited to some degree. This project will not directly
result in additional impervious surfaces. Potential impacts to Lockwood Folly Inlet are unknown.
Janet M. Russell /December 10, 2001 / Wilmington
Form DCM-MP-1
APPLICATION,
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name Town of Holden Beach
Address 110 Rothschild Street
City 'Holden Beach She NC
Zip 28462 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Applied Technology & Mgmt of V. C.
Address 201 N. Front Street, Suite 508
City Wilmington StateNC
Zip 28401 Day Phone [phone]
Fax [phone]
b. City, town, community or landmark
Holden Beach
c. ' Street address or secondary road number
238 Ocean Blvd E to 1099 Ocean Blvd W
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (ex. river,
creek, sound, bay) _-Asi Ocean
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Beach nourishment and dune restoration
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? Public
c. Project name (if any) u...• '?-. -.°T`3ez c
Nourishment Proi ect d. Give a brief description of purpose, use, methods of
construction and dally operations of proposed
Avers: Permit wQ1 be ias,ad in wane ofkndowner(s), midlor project. If more space is needed, please attach
project name additional pages. Proi ect will place 705.000
Mto 715000 Cy of sand along 30.300 ft
of Sbnrefrnn . Material will be excavatec
2 LOCATION OF PROPOSED zap -approved upland borrow sites. hauled
• ?'w J ??r?t ?! ' ?fn!!_-r hPi to via ?umytrucks and graded
PROJECT - -? \usg i fbi 1 dozers pans and scrapers.
Er1 I ^ n rn^,. '
a. County _ Rri in Rwi rl 1? ??!
C= :f
D! 1'I
COAS IAL f1/iAIvrtiCE I N i
Revised 03145
Form DCM-MP-1
4• LAND AND WATER
CHARACTERLSTICS
m. Describe existing wastewater treatment facilities.
Tnd vidiml S n in Tank Syst m -
a. Size of entire tract _ "115 acre 4-/-
b_ Size of individual lot(s) _ N/A
c. Approximate elevation of tract above MHW or
NWL -4.8 tn +7_0 Muw
d. Sod type(s) and texture(s) of tract
SP - Medium t in rain sand
e. Vegetation on tract NIA
f. Man-made features now on tract _ Wnn a
g. What is the CAMA Land Use Plan land
classification of the site? (wards &e toaat lead we pta,,.)
Conservation Transitional
. X Developed Community
Rural Other
h. How is the tract zoned by local government?
Residential/Mtilt_if ily/ me ial
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Anach zm%kW ao"vlia - «.rifiaare, YtWft=be)
J. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
Snrfarn Rim nff
o. Describe existing drinking water supply source.
Munjni= a1 wntnr -.,,PT4 h1z tbp eT•n ,,., of
Hn1Ann Rnnnh !??
5. ADDMONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat ('including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 112" by I1" white paper. (Refer to
Coastal Resources Commission Rule 71.0203 for a
detailed description.)
k. Is the project located in a National Registered Please note that original drawings are preferred and
Historic District or does it involve a National only high quality copies will be accepted. Blue-line
Register listed or eligible property? prints or other larger plats are acceptable only if an
Yes --.y
No adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
1. Are there wetlands on the site? Yrs X No Engineers regarding that agency's use of larger
Coastal (marsh) Other 'awings.) A site or location map is a part of plat
If yes, has a delineation been co ucd
t?'
eats and it muse be sufficiently detailed to
(AaaA doaamemadm. tf asaitaak) ?l guid ency personnel unfamiliar with the area to the
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• 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. Upon signing this form, the applicant
further certifies that such notice has beep provided.
Name -70? be- S U ?1e-?
Address a-1-- Q 4
Phone
Name
Address
Phone
Name
Address
Phone
• A fist of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
apllication will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained to the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to eater on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I fuuther certify that the information provided in this
application is truthful to the best of my knowledge.
This is the ? day of
Print Name , /?? ??r?r-5 on
Signature YY
landowner o whortzed Agent
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
Please indicate attachments pertaining to your proposed
ProjeCL
DCM MP -2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP -5 Bridges and Culverts
DCM MP-6 Marina Development
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure "blic ,
funds or use of public land's, attach a s ? ei?t
documenting compliance with the North ma
Environmental Policy Act. IIr }'1
L. IJ
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
-? --
..:`
D 'I V I.-
Revised 03195 C 0 A S h! P.? .i?AGE-k/ v i
Form DCM-MP-2
EXCAVATION
AND FILL
(accept 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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
A"rW Find
F.xdstloe Pe41a
Access
channel
(MLW) tx (NWL)
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabiliUd0n)
Revised 03195
!. EXCAVATION
a. Amount of material to be excavated from below
MW or NWL in cubic yards Ng--
b. Type of material to be excavated canA - cp _
rnAan grain Rijn n 96 n -9R mm
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes x_ No
d. Highground excavation in cubic yards m5 , ooo -
735,000 CY
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area _R8.,bfrnn*- of Anl den
Rpnrli frnn 9RR nncan RliTA Raczt to
1099 Ocean Blvd West
b. Dimensions of disposal area *io 'io o f r X 9 5 n f t
c. Do you claim title to disposal area?
Yes X_ No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes -- No
If yes, where?
171 :77-?N,
r+cJ ?f • ?J ?, ,11 1

C 1f_iL iv,:

Form DCM-MP-2
JGL ? 4 2001 1'
D'VI-ION OF
;
COASTAL MANAGEN4ENT
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
-X- Yes No
*Oceanfront intertidal zone only
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization N/A
Bulkhead Riprap
b. Length N/A
c. Average distance waterward of MW or NWL
N/A
d. Maximum distance waterward of MHW or NWL
N/A
e. Shoreline erosion during preceding 12 months
N/A
(Source of inform d-)
f. Type of bulkhead or riprap material N/A
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead backfill
h. Type of fill material N/ A
i. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If Yes,
(1) Amount of material to be placed in the
water Approx. 190.000 CY
(2) Dimensions of fill area 30,300 ft- x 100 ft
to 250 ft ( existing MTN)
(3) Purpose of fill Restore eroded beach
to =rntort n?lanA ctrnrt-nrcc
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Maror; .,, , l L-
Pl ararl anri "nAPA to Sl np'&o - n f it
mitb the nati-jo hcanh
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Dumptrucks. Bulldoze , Pans,_ craners
c. Will wetlands be cr:,ssed in transporting equipment
to project site? Yes _x No
If yes, explain steps that will be taken to lessen
environmental impacts.
Holden Beach No shment Project
or Project Nam
SWU
Date
Revised ON95

AEC HAZARD NOTICE
Project Is In An: VI Ocean Erodible Area
Date Lot Was Platted:
High Hazard Flood Area V---Inlet Hazard Area
This notice is intended to make you, the applicant, aware
of the special risks and conditions associated with
development in this area, which is subject to natural
hazards such as storms, erosion and currents. The rules of
the Coastal Resources Commission require that you
receive an AEC Hazard Notice and acknowledge that
notice in writing before a permit for development can be
issued.
The Commission's rules on building standards, oceanfront
setbacks and dune alteration are designed to minimize, bu t
not eliminate, property loss from hazards. By granting
permits, the Coastal Resources Commission does not
guarantee the safety of the development and assumes no
liability for future damage to the development.
The best available information, as accepted by the Coastal
Resources Commission, indicates that the annual ocean
erosion rate for the area where your property is located is
a a 44 feet per year.
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years.
Studies also indicate that the shoreline could move as
much as 330 feet landward in a major storm.
The flood waters in a major storm are predicted to be about
&3 feet deep in this area.
Preferred oceanfront protection measures are beach
nourishment and relocation of threatened structures.
Hard erosion control structures such as bulkheads,
seawalls, revetments, groins, jetties and breakwaters are
prohibited. Temporary devices, including sand bags, may
be allowed under certain conditions.
This structure shall be relocated or dismantled within two
years of becoming imminently threatened.
The applicant must acknowledge this information and
requirements by signing this notice in the below space.
Without the proper signature, the application will not be
complete.
Applicant's Signature
.//- / - -o /
Date
SPECIAL NOTE: This hazard notice is required for
development in areas subject to sudden and massive
storms and erosion. Permits issued for development in this
area expire on December 31 of the third year following the
year in which the permit was issued. Shortly before work
begins on the project site, the Local Permit Officer will
determine the vegetation line and setback distance at your
site. If the property has seen little change and the proposed
development can still meet the setback requirement, the
LPO will inform you that you may begin work. It is impor-
tant that you check with the LPO before the permit expires
for official approval to continue the work after the permit
has expired. Generally, if foundation pilings have been
placed and substantial progress is continuing, permit
renewal may not be necessary. If substantial progress has
not been made, the permit must be renewed and a new
setback line established. It is unlawful to continue work
after permit expiration without this approval.
For more information, contact:
n 4?L,&S,l ?
Leee; P&N pit GXW
1a-7 CurdtYn( Dr t JP U) i Imi'taa4ari 6C
Address
T r yi?S l Or\ of O o aC n'r?nrt
Locality
one
Revised 11193
Attachment A
Project Purpose and Description
Project Purpose and Description,
Holden Beach Nourishment Project
--
1.0 Project Purpose
The USACE Section 933 Agreement associated with the Wilmington Harbor Deepening
Project, is to place 660,000 cubic yards of sand along 10,600 ft of shoreline along Holden
Beach. The sand is to be placed seaward of the mean high water line (MHWL) with a
berm elevation of +7 ft MSL with a width of 50 ft. The Section 933 Project will primarily
benefit 200 properties situated along the central portion of the island. The purpose of the
Town's proposed project is to provide protection for additional upland structures situated
along the shorefront of Holden Beach from future loss due to long-term shoreline retreat
as well as storm related erosion. Specifically, protection will be provided from the
western margin of Lockwood Folly Inlet and extending approximately 30,300 ft to the
west.
The Town of Holden Beach proposes placing 705,000 to 735,000 cubic yards of beach
compatible material along 30,300 ft of beachfront along the eastern two thirds of the
Island to ameliorate the adverse impacts of chronic erosion.
The project's design goals are summarized as follows:
• Restore eroded beaches and provide storm protection for properties situated along
the eastern and central portions of the island.
• Provide a widened dry-sand beach for recreational use.
• Extend the life of the USACE Section 933 Nourishment Project.
CAHolden BeachTermit ApplicationUiolden Beach Revised Permit Application (1).doc
Problem
The primary cause of shoreline retreat along Holden Beach is long-term erosion caused
by the natural processes of littoral sediment transport, storm related recession, and rise in
sea level. Tidal currents, wave focusing, and storage of sand in ebb and flood shoals of
surrounding inlets (Shallotte & Lockwood Folly) also considerably affect the shoreline
history of Holden Beach. The result has been a starvation of sand along the eastern
portion of the island and is now extending in a westward direction.
The Town of Holden Beach has implemented several dune restoration projects in order to
help nourish the shorefront of the island. Although these projects provided protection to
upland structures, they were of insufficient magnitude to enhance the recreational beach.
A wide recreational beach is vital to a town with a tourist-based economy. Most
importantly, dune restoration, by itself, does not provide a solution to problems of
chronic erosion. The objective of the proposed project is to construct the highest
performance nourishment project given the financial constraints of the effort and the need
to increase the longevity of the USACE Section 933 Project.
2.0 Project Description
The proposed project is designed to provide a maximum level of protection and
recreational benefit to the greatest number of properties and maximize the long-term
benefit of the USACE Section 933 with the quantity of material available. The Island of
Holden Beach is experiencing significant shoreline retreat due to chronic erosion and
inlet induced erosion at the eastern terminus of the island.
CAHolden Beach\Pertnit Application\Holden Beach Revised Permit Application (1).doc
The. USAGE -will-be . placing__
approximately 660,000 CY of material along 10,600 ft within the east central portion of
the island between Cole Street and Scotch Bonnet Drive. The USACE Section 933
Project will place all material seaward of the mean high water line. The proposed project
will place fill material behind the USACE project to create a more naturally shaped beach
berm from the primary dune to the foreshore slope. Additionally material will be placed
east and west of the USACE project, providing benefits to properties located within 6,800
ft east of the project and up to 12,500 ft west of the Section 933 Project.
Due to the timing and logistics of placing material via truck-haul and mechanical
spreading, the project has been designed in two phases. Phase I will provide protection
and recreational benefits to the most critically eroded and areas of highest developed
property densities. Phase II will provide protection and recreational benefits to the
remaining beachfront which is experiencing high rates of shoreline retreat. Phase I is
scheduled for construction the winter of 2001-02 (November 15 - April 15) and Phase II
is scheduled for construction during the winter of 2002-03.
Phase I
Phase I of the proposed project will utilize beach compatible sand excavated from
permitted upland borrow sources at the Seascape and Oyster Harbor Development sites.
Material from the Seascape site will be stockpile at the US Army Corps of Engineers'
dredge disposal site at the corner of Brunswick Ave and Boyd Street, while the Oyster
Harbor material will be conveyed directly to the beach. The material will be brought to
the beachfront via truck-haul and will be placed and graded with conventional
I 'tr I f
C:Ulolden Beach\Permit ApplicazionUiolden Beach Revised Permit Application (1).doc .. ; ;
G
earthmoving equipment such as bulldozers, front-end loaders and pans and scrapers.
Material will be placed behind the USACE Project, after the completion of each
"acceptance section" by the USACE Contractor. This material will be placed on an "as
needed" basis to complete a full berm profile from the seaward edge of the dune to the
foreshore slope. Based on the beach profile surveys conducted by the USACE in the fall
off 1999, the expected quantity will range between 5 and 8 CY/ft of shoreline. The actual
volume required will be determined once the USACE certifies each area of the 933
Project complete. Retreat of the mean high water line subsequent to the 1999 survey,
combined with the dune project completed during the winter of 2000/2001 may
significantly reduce the estimated volume of material required for this area.
West of the USACE Section 933 Project, the material will be placed at an average unit
placement quantity of 40 CY/ft. Berm elevations in this portion of the project will be
+7.0 NGVD, average width will be approximately 100 ft and foreshore slopes will be
constructed at 1:15 (V:H). For Phase I, the length of fill placement will extend 5,000 ft
west of the Section 933 Project.
Material will be placed east of the Section 933 Project from the eastern terminus of the
Section 933 eastward, 4,200 ft to the intersection of East Beach Drive and Blockade
Runner Drive. Material will be placed in this area to form a berm with a top elevation of
+7.0 ft NGVD, a width of approximately 100 ft and foreshore slope of 1:15 (V:H). This
placement configuration results in an average placement of 40 CY/ft. Actual unit
CAHolden Beach\Pertnit ApplicatioMHolden Beach Revised Permit Application (1).doc - '' -
placement and beach width will vary slightly along the project length in order to
construct a uniform, contiguous beach width.
East of Blockade Runner Drive, the oceanfront homes are in critical need of protection
from the ongoing erosive forces. Erosion in this area is driven not only by chronic
shoreline retreat, but also inlet-induced erosion. For this reason, placement of a full
beach berm may not be cost-effective utilizing the proposed construction methods.
Therefore, a dune restoration project placing approximately 7 CY/ft will be implemented
in this area to provide protection to these homes until implementation of Phase II in the
winter of 2002-03.
The total volume of material to be placed during Phase I of the project will be between
377,000 and 407,000 CY along 19,800 ft of shoreline with a dune construction project
along approximately 2,000 ft of shoreline.
Phase II
Phase II of the Project will be constructed during the winter of 2002-03 utilizing the same
constructions methods as Phase I. Phase II will place 40 CY of sand per foot of beach
from the western terminus of Phase I, approximately 6,000 ft west to the 1000 block of
West Beach Drive or approximately 2,000 ft west of the intersection of Sailfish Drive and
Beach Drive West. Fill will be placed in a similar manner to Phase I, with the beach
berm having an approximate width of 100 ft and a foreshore slope of 1:15 (V:H). Phase
II will also place 35 CY of sand per foot between Blockade Runner Drive and Dunescape
i'
CA}iolden BeachTemtit ApplicationViolden Beach Revised Pcrmit Application (I ).doc
Drive on the eastern end of the island. The berm will be constructed to an elevation of
+7.0 NGVD, a width of approximately 80 ft, and a foreshore slope of 1:15 (V:H) along
this 1,700 ft section of beach. It is anticipated that the dredge spoil associated with the
USACE maintenance of Lockwood Folly Inlet will place beach quality material in front
of the easternmost 10 homes during the regularly scheduled maintenance in the winter of
2002-03. The USACE currently places approximately 40,000 cubic yards of material on
the western shoulder of Lockwood Folly inlet on a semi-annual basis. A formal request
is being prepared to require USACE to place material in the more beneficial area located
in front of the 10 easternmost homes.
The total volume of material to be placed during Phase II of the project will be 340,000
cubic yards along 8,500 ft of shoreline.
3.0 Project Scheduling & Duration
The proposed project involves excavation and placement of approximately 660,000 CY
of beach compatible material over a two-year period. Phase I of the Project, currently
scheduled for the winter of 2001-02 will place 377,000 to 407,000 CY of material along
19,800 ft of shoreline. Unit placement of material will vary between 7 and 40 CY/ft.
Material for Phase I will be excavated from the approved Oyster Harbor and Seascape
development sites, stockpiled in the USACE Boyd Street "Contained Disposal Facility,"
and conveyed to the beach via truck. Material will then be graded utilizing conventional
land moving equipment.
CAHolden Bcach\Permlt Application\Holden Beach Revised Permit Application (1).doc
Work on the shorefront will be a continuous operation 24 hours per day, 7 days per week.
Based on the haul distance between the stockpile area and the beachfront, it is anticipated
that approximately 190 16 yard truck loads of material will be conveyed to the beach
daily, or 3,040 CY/day. Given this production rate, Phase I of the project will require
124 to 134 workdays to construct. Construction should begin on, or after November 15
in order to avoid conflicting with the moratorium on Beachfront Construction activities
after April 15, or periods of high biological activity occurring after March 30.
Phase II will also utilize the truck-haul method of conveying material to the beach. Phase
II will place 340,000 CY of material along 8,500 ft of shorefront. The borrow site for
Phase II of the project will be either material stockpiled from the existing defined sources
(i.e. Oyster Harbor or Seascape) or an upland site. The additional sources of material
will be from an upland excavation site and will require analysis and supplemental
approval prior to placement. Because the location of the site has not been clearly
defined, the transport time for the material cannot be accurately calculated. Assuming
the same truck frequency as Phase I, Phase Il will require 112 working days to construct.
Again, construction should begin as soon after November 15 as physically possible in
order to avoid conflicting with the moratorium on Beachfront Construction activities after
April 15, or periods of high biological activity occurring after March 30.
4.0 Project Maintenance
The long-term need for maintenance from the Town's perspective is uncertain. Moneys
for the USACE General Reevaluation Report for the Brunswick County Beaches recently
CAHolden BeachTrrnut Application\Holden Beach Revised Permit Application (1).doc
?- V
! .... . j
passed the House Appropriations and are now in the Senate. Should the Reevaluation
Report warrant the implementation of a long-term nourishment program by the Federal
Government on Holden Beach, the Town would no longer be directly responsible for
nourishment activities. At this time it is anticipated that a Federal nourishment program
would not be implemented until the time period of 2006-08.
Based on the current annual erosion rates, the characteristics of the nourishment material,
and the possibility of Federal help in the near future, it is anticipated that the Town will
need to undertake one more nourishment projects of this magnitude prior to
implementation of a USACE Nourishment Program. It is expected that the eastern-most
3,000 ft of beach will require nourishment on a semi-annual basis, either from
maintenance activities in Lockwood Folly Inlet, or by other means implemented by the
Town.
C:Violden BeachTennit Application\Holden Beach Revised Permit Application (1).doc
Attachment B
Permit Drawings
Sheets 1-17,26,27,28.dwg SHEET 1 11/16/2001
Sh -1i,2o,27,28.dwg SHEET 2 11/16/2001
APPLICATION BY: TOWN OF PROPOSED PROJECT PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH SHEET INDEX AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH STCOUNTY ATE: o NORTH CAROLINA CAROOLINA
LI
BRUNSWICK COUNTY STATE:
110 Rothschild Street
DATE: 11/16/01 SCALE: NTS Holden Beach, NC 28462 SHEET 2 OF 28 `01 "..+`ft.
p,oTnx-oeoo rNtc.,orra-.?
Sneer 1 - 1 7,2c,_7 7.28.cwc SH 3 16/200
APPLICATION BY: TOWN OF
HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATUM: NC GRID NAD 83
DATE: 11/16/01 SCALE: 1"= 200'
PLAN VIEW
TOWN OF HOLDEN BEACH
BRUNSWICK COUNTY
110 Rothschild Street
Holden Beach, NC 28462
PROPOSED: HOLDEN BEACH NOURISHMENT
AT: HOLDEN BEACH
COUNTY OF:BRUNSWICK
STATE: NORTH CAROLINA
.L A-L.LT.JL
SHEET 3 OF 28 µ
ro107292 oew q,0) u(-M
Sheets 1 -" ,26,27,2E.dwg SHEET 4 11/16/ 2001
APPLICATION BY: TOWN OF PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH PLAN VIEW AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF:BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA ArM
110 Rothschild Street L 3-L J- T -L
DATE: 11/16/01 SCALE: 1"= 200' Holden Beach, NC 28462

M0
`°t ,„?, + 3 :
SHEET 4 OF 28
[phone] FA X(610)761-6YJ0
Sneets - 1 7.26.27,2S.dwg SHEET 5 1 1/ 16/2001
APPLICATION BY: TOWN OF PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH PLAN VIEW AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATU M: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF:BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA AMM
110 Rothschild Street
DATE: 11/16/01 SCALE: 1"= 200' Holden Beach, NC 28462 SHEET 5 OF 28 ?" ~F-t MWOMM "W as?.oe?
(a?o)7e4-aeon FA[(970)702-e2ec
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APPLICATION BY: TOWN OF PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH PLAN VIEW AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF:BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA AM&
110 Rothschild Street
DATE: 11/16/01 SCALE: 1 "= 200' Holden Beach, NC 28462 SHEET 6 OF 28 ?1?^• No
(910)792-ONO FA%(+10)1e7-& w
Sheers '- 7,26,27,28.dwc SHEET 7 i 6!200'.
APPLICATION BY: TOWN OF
HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATUM: NC GRID NAD 83
DATE: 11/16/01 SCALE: 1"= 200'
PLAN VIEW
TOWN OF HOLDEN BEACH
BRUNSWICK COUNTY
110 Rothschild Street
Holden Beach, NC 28462
PROPOSED: HOLDEN BEACH NOURISHMENT
AT: HOLDEN BEACH
COUNTY OF:BRUNSWICK
STATE: NORTH CAROLINA
am k Front St. Aft. SO
SHEET 7 OF 28 C910)7 x-oeoo 910)76'-s
Sheets 1 -1 7,2E '?FS.rlw 8 11/16/2001
APPLICATION BY: TOWN OF PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH PLAN VIEW AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF:BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA AlTlk
110 Rothschild Street 4 1-L L It
DATE: 11/16/01 SCALE: 1 "= 200' Holden Beach, NC 28462 SHEET 8 of 28 P01 K Frm tSt, X608
(910)762-MM FN(910)7e2-UW
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APPLICATION BY: TOWN OF
PLAN VIEW PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF:BRUNSWICK
BRUNSWICK COUNTY
/f
STATE: NORTH CAROLINA ArTTN
`
110 Rothschild Street L
JLJL J-T1
DATE: 11/16/01 SCALE: I"= 200' Holden Beach, NC 28462 P0' "N,,,;q,„5te55
SHEET 9 OF 28 (n0)752-0500 FM(9 i0Pez-5aeo

S-,C(, 1 , 7,28.awg SH- T 10 11/16/200'
APPLICATION BY: TOWN OF PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH PLAN VIEW AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF:BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA ArT7k
110 Rothschild Street
DATE: 11/16/01 SCALE: 1"= 200' Holden Beach, NC 28462 SHEET 10 OF 28 ?o??lo)7""-=W St, (9 °'a-9
ex aeon rMNC o)?aszw
Sheers 1- 1 7,26,27,28.dwg SHEET 1 1 11/16/2001
APPLICATION BY: TOWN OF
HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATUM: NC GRID NAD 83
DATE: 11/16/01 SCALE: 1"= 200'
PLAN VIEW
TOWN OF HOLDEN BEACH
BRUNSWICK COUNTY
110 Rothschild Street
Holden Beach, NC 28462
PROPOSED: HOLDEN BEACH NOURISHMENT
AT: HOLDEN BEACH
COUNTY OF:BRUNSWICK
STATE: NORTH CAROLINA
SHEET 11 OF 25
Sheets 1 r, -,?,28.dA,g SHEET 12 11/16/2001
APPLICATION BY: TOWN OF
HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATUM: NC GRID NAD 83
DATE: 11/16/01 SCALE: 1"= 200'
PLAN VIEW
TOWN OF HOLDEN BEACH
BRUNSWICK COUNTY
110 Rothschild Street
Holden Beach, NC 28462
PROPOSED: HOLDEN BEACH NOURISHMENT
AT: HOLDEN BEACH
COUNTY OF:BRUNSWICK
STATE: NORTH CAROLINA
SHEET 12 OF 28
"JL
APPLICATION BY: TOWN OF PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH PLAN VIEW AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATU M: NC GRID NAD 83 TOWN OF HOLDEN BEACH
BRUNSWICK COUNTY COUNTY OF:BRUNSWICK
STATE: NORTH CAROLINA
110 Rothschild Street
DATE: 11/16/01 SCALE: 1"= 200' Holden Beach, NC 28462
SHEET 13 OF 28 ro1" :x°08
(910)762-OODO W(91 )7 21-elm
2S.Ow4 SHEET 1 4 i 6/20DI
APPLICATION BY: TOWN OF PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH PLAN VIEW AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATU M: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF:BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA
/r
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110 Rothschl(d Street L
Q
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fIL
DATE: 11/16/01 SCALE: 1 "= 200' Holden Beach, NC 28462 SHEET 14 OF 28 Z01M°'Fr-t 31. 2eWt. i015W
(Y10)702-0l00 FA%(010)702-l2.70
Sneers 1 - 17,26,27,28.dwg SHEET 15 "6; 200
APPLICATION BY: TOWN OF
HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATUM: NC GRID NAD 83
DATE: 11/16/01 SCALE: 1"= 200'
PLAN VIEW
TOWN OF HOLDEN BEACH
BRUNSWICK COUNTY
110 RothschlLd Street
Holden Beach, NC 28462
PROPOSED: HOLDEN BEACH NOURISHMENT
AT: HOLDEN BEACH
COUNTY OF:BRUNSWICK
STATE: NORTH CAROLINA
SHEET 15 OF 28
Sneets 1-17,26,27,2E.awc SHE-L', 16 11;'16/2001
APPLICATION BY: TOWN OF
HOLDEN BEACH
VERTICAL DAT `,s: NGVD (MSL 1929)
HORIZONTAL D/-.TUM: NC GRID NAD 83
DATE: 11/16/01 SCALE: 1"= 200'
PLAN VIEW
TOWN OF HOLDEN BEACH
BRUNSWICK COUNTY
110 Rothschild Street
Holden Beach, NC 28462
PROPOSED: HOLDEN BEACH NOURISHMENT
AT: HOLDEN BEACH
COUNTY OF:BRUNSWICK
STATE: NORTH CAROLINA ArFXj
LOl N F-M St, SJlr 908
SHEET 16 OF 28 WLMNQfM. NC 7D101
(Y1o)762-0000 FNt(910)702-6i
Sneets . - 1 7,26,27,28.owc SHEET . 1 1 / 16/2 00 1
APPLICATION BY: TOWN OF
HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATUM: NC GRID NAD 83
DATE: 11/16/01 SCALE: 1"= 200'
PLAN VIEW
TOWN OF HOLDEN BEACH
BRUNSWICK COUNTY
110 Rothschild Street
Holden Beach, NC 28462
PROPOSED: HOLDEN BEACH NOURISHMENT
AT: HOLDEN BEACH
COUNTY OF:BRUNSWICK
STATE: NORTH CAROLINA
SHEET 17 OF 28
1 20
1 10
1 0
1 -10
-2C
20
1 10
10
1 -10
1 -20

Edge of 40+00.00
Berm

MHW Elevation +7
MLW
Equilibria Slope
500 400 300 200 100 0

Edge
of Berm 20+00.00
El ti
+7

MHW eva on

k11- /7-1 7/-// /

-
- -
MLW - - -

Equilibria - - -

Slope - - - - - - -

300
200 100 0
® COE 933 PROJECT
® HOLDEN BEACH NOURISHMENT
100 200
APPLICATION BY: TOWN OF TYPICAL SECTIONS PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF:BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA
110 Rothschlld Street
DATE: 11/21/01 Holden Beach, NC 28462 SHEET 18 OF 28 t01 L t Wt.
20
10
1 0
I -1
-2
20
10
0
80+00.00
Edge of Berm
Elevatio +7
MHW
MLW
0
0
600 500 400 300 Luu iuu
-1C

Edge 60+00.00
of Berm

MHW Eleva tion +7

MLW P* E ? /
quiftriu
Slope
0
-2
500 400 300 200 100 0
® COE 933 PROJECT
. HOLDEN BEACH NOURISHMENT
APPLICATION BY: TOWN OF TYPICAL SECTIONS PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929) COUNTY OF:BRUNSWICK
HORIZONTAL DATUM: NC GRID NAD 83 TOWN HOLDEN BEACH STATE: NORTH CAROLINA
BRUNSWICK COUNTY
110 Rothschild Street ARA
Holden Beach, NC 28462 SHEET 19 OF 28 w
DATE: 11/21/01
20
120+00.00
10 Edge of Bern

MHW
0

MLW

-20
600 500 400 300 200 100
20
100+00.00
10 Edge of Bern „ 11
11
Elevation +7
MHW
0

MLW
-10
-20
600 500 400 300 200 100
® COE 933 PROJECT
® HOLDEN BEACH NOURISHMENT
APPLICATION BY: TOWN OF
HOLDEN BEACH TYPICAL SECTIONS PROPOSED: HOLDEN BEACH NOURISHMENT
AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF:BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA
110 Rothschild Street
DATE: 11/16/01 Holden Beach, NC 28462 SHEET 20 OF 28 2,"F-t Wt, a.t. SOB
ou N
1 20
1 10
10
1 -10
-20
600
20
140+00.00
1 10
10
1 -10
1 -20
160+00.00
Edge of Berri
Elevation +7
MHW
MLW
500 400 300 200 100
Edge of Berm
Elevation +7
MHW
M L W
600 500
400 300
® COE 933 PROJECT
® HOLDEN BEACH NOURISHMENT
200 100
APPLICATION BY: TOWN OF TYPICAL SECTIONS PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF:BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA
110 Rothschild Street I T.JL
A I

DATE: 11/16/01 Holden Beach, NC 28462 -
SHEET 21 OF 28 9011 F,.K se. sw. 70
„c aew,
o,a r a,o

20
200+00.00
10 Edge of Berm
Elevation +7
MHW
0

MLW
-10
-20
600 500 400 300 200 100
20
180+00.00
10 Edge of Berm
Elevation +7
MHW
0

MLW
-10
-20
600 500 400 300 200 100
® COE 933 PROJECT
® HOLDEN BEACH NOURISHMENT
APPLICATION BY: TOWN OF TYPICAL SECTIONS PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF:BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA
110 Rothschild Street

DATE: 11 /16/01 Holden Beach, NC 28462 SHEET 22 OF 28 em K r? n• ?'°'
MMOOMM NO 2btot
oto M-oeoo t' no

1 _ L I
20
240+00.00
Edge of Berm
10
Elevation +7
MHW
0

MLW
-10 Equilibrium Slope
-20
600 500 400 300 200 100 0
20
220+00.00
Edge of Berm
10
Elevation +7
MHW
0

MLW
Equilibrium Slope
-10
-20
500 400 300 200 100 0
® COE 933 PROJECT
® HOLDEN BEACH NOURISHMENT
APPLICATION BY: TOWN OF TYPICAL SECTIONS PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATU M: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF:BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA
-1
-- IL
110 Rothschild Street r
DATE: 11/16/01 Holden Beach, NC 28462 SHEET 23 OF 28 ew K F-t 3% 2.&. 50
110
10
-2
600 500 400 300 200 100
120
110
10
1-10
1-20
MLW
-.Equilibrium Slope
500 400 300 200 100 0
® COE 933 PROJECT
® HOLDEN BEACH NOURISHMENT

APPLICATION BY: TOWN OF TYPICAL SECTIONS PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF:BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA Ate, I
110 Rothschild Street
DATE: 11/16/01 Holden Beach, NC 28462 SHEET 24 OF 28 m "rrvm n, suft am

,moo,
no„-0soo aio
120
110
10
1-10
-20
120
110
320+00.00
Edge of Bern
Elevation +7
MHW
MLW
Equilibrium Slope
600 500 400 300 200 100
300+00.00
Edge of Berm
Elevation +7
MHW
10
1-10
20
MLW
Equilibrium Slope
600 500 400 300 200 100 0
® COE 933 PROJECT
® HOLDEN BEACH NOURISHMENT

APPLICATION BY: TOWN OF TYPICAL SECTIONS PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATU M: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF:BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA A Ar
110 Rothschlld Street
DATE: 11/16/01 Holden Beach, NC 28462 SHEET 25 OF 28 m? K r n• a.e.
.? ??+
-'e;s -17,26,27,28.dwg SHEET 26 11/16/ 2001
APPLICATION BY: TOWN of OYSTER HARBOR PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH BORROW SITE AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATUM: NC GRID NAD 83 TOWN OF HOLDEN BEACH COUNTY OF: BRUNSWICK
BRUNSWICK COUNTY STATE: NORTH CAROLINA
110 Rothschild Street

DATE: 11/16/01 SCALE: NONE Holden Beach, NC 28462 em K r-t s<, sueu 5w
SHEET 26 OF 28 1011 'Ac '
'

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I APPLICATION BY: TOWN OF OYSTBR HARBOR PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH BORROW S{ i I AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929)
HORIZONTAL DATU M: NC GRID NAD 83
TOWN OF HOLDEN BEACH COUNTY OF: BRUNSWICK
BRUNSWICK COUNTY ? sTATc: NORTH CARCUNA
11'D Rc thsch;!(' street

DATE: 11 /16/0 1
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Sneets 11-1 ,2E.c3wc SH2" 27 .' /16/1001
APPLICATION BY: TOWN OF SEASCAPE MARINA PROPOSED: HOLDEN BEACH NOURISHMENT
HOLDEN BEACH AT: HOLDEN BEACH
VERTICAL DATUM: NGVD (MSL 1929) BORROW SITE
HORIZONTAL DATUM: NC GRID NAD 83 COUNTY OF:BRUNSWICK
TOWN OF HOLDEN BEACH
BRUNSWICK COUNTY STATE: NORTH CAROLINA Arf7k
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110 Rothschiid Street 1
DATE: 11
?16?01 SCALE: 40G' Holden Beach, hS 28402
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Attachment C
Sediment Characteristics
Summary of Sediment Characteristics
and Beach Compatibility -?
In preparing the Environmental Assessment and General Design Memorandum for the
Section 933 project, USACE collected sediment samples along four beach profiles within
the boundaries of the proposed project. These sediment profiles were collected at 6,000
to 8,000 foot intervals and include 17 samples per profile at specified elevations. The
median grain size for the native beach was determined to be 0.27 mm based on analysis
of this data. The data indicates that 43% of the material is medium grained sand ranging
from 0.13 mm to 0.30 mm in diameter and classified as SP under the Unified Soils
Classification System (USCS).
In order to determine the compatibility of borrow site materials, ATM, with its
subcontractor Catlin Engineers & Scientists, conducted 10 core borings within the two
proposed borrow areas. Seven cores were taken within the Oyster Harbor borrow site
along with a series of 6 grab samples from existing stockpile or excavation areas. Three
core samples were taken within the Seascape Marina excavation site.
The Oyster Harbor borrow site consists of 6 ponds to be excavated to approximately 5.0
ft below the existing water table elevation. Excavation depths vary from 8 to 16 ft of cut
within the various ponds. To analyze sediment characteristics, a minimum of 1 core
sample per pond was taken, with the largest pond having 3 cores taken within its limits.
Sediments contained with the Oyster Harbor borrow site are classified as SP or SM under
the USCS and have a mean grain size of 0.27 mm. This material is comprised of 95.9%
CAHoldcn Beach\Permit Application\Holden Beach Revised Permit Application (1).doc
sand sized sediments ranging between 0.84 mm and 0.074 mm in diameter. With the
exception of one surface sample taken along a wetland fringe, all samples taken within
the site had less than 6% silt content. The soils were very consistent throughout the site
with little variation in grain size or silt content. A determination of compatibility with the
native sediments was performed in accordance with the USACE Shore Protection
Manual. Analysis indicates that the material within Oyster Harbor has an overfill ratio of
Ra of approximately 1.07 and renourishment factor Rj 1.0, indicating thisatenal is suitable for beach nourishment purposes (see Figures 2 and 3).
The Seascape Marina borrow site is a former USACE Confined Disposal Facility that is
being excavated to form an upland basin marina. Material within the site is stratified due
to the various disposal events. As part of the structural design for the facility's docks and
bulkheads, borings were performed including compaction testing and visual classification
of the soils. No grain size analysis was performed at that time. In May, 2001, ATM
performed 3 core borings within the marina to determine grain size and beach
compatibility of the material. Visual classification was also performed during the coring
procedures. The material stratification found was consistent with that found by the initial
work done by the marina developer. The 88% of the material within the excavation
template was found to be SP or SM by the USCS and had silt contents less than 7.0%.
The remaining material is classified as a CH material consisting of clay and fine silts.
Because the material stratification is clearly defined and the fact that land based
excavation equipment will be used, the task of separating incompatible material will be
relatively easy and economical. For this reason, this material has been eliminated from
C:Uiolden Beach\Permit Application\Holden Beach Revised Permit Application (1).doc
_j
the composite calculations. The mean grain size for the Seascape borrow site is 0.25 mm
with 35% of the material being medium grained sand between 0.18 mm and 0.30 mm.
Analysis indicates that the material within Oyster Harbor has an overfill ratio of Ra of
approximately 1.02 and renourishment factor Rj 0.9, again indicating that this material is
suitable for beach nourishment purposes (see Figures 4 and 5). Figures 6 and 7 show the
grain size distributions for the Seascape Marina and Oyster Harbor borrow sites
respectively as compared to the native grain size distribution.
C:lHolden BeachTemit Application\Holden Beach Revised Permit Application (1).doc
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