20061510 Ver 1_COMPLETE FILE_20060915

NC®ENR -
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Nlichael F. Easley, Governor Charles S. Jones, Director V, $arr G Ross Jr., Secretary
September 12, 2006
MEMORANDUM:
TO: Linda Lewis
Noel Lutheran
Division of Water Quality
FR011: Doug Haggett
Major Pennits Processing Coordinator
SUBJECT: CANIA/DREDGE & FILL Permit Application Review
)v
Applicant: Town of Pine Knoll Shores
Project Location: Carteret County, off Hwy 5S (Salter Path Rd.), Pine Knoll Shores, immediately
waterward of existing dunes between 139 Dogwood Circle and 319 Salter Path Rd.,
adjacent Atlantic Occan.
Proposed Project: Proposes to conduct a dune restoration project adjacent to the Atlantic Ocean in
association with the permitted maintenance excavation of line Knoll Waterway.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
October 4, 2006. If you have any questions regarding the proposed project, please contact Stephen Lane at
(252) SOS-280S. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no o/bj ecti/on,to the pro ect as proposed I {/
`.I of l•d I 1. '`1-jt (_ . e/T'-21.:'µf('/I I`. /i(`/
1/ /
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;agcncy objects to the project for reasons described in the attached comments.
SIGNED =f DATE
F
400 Commerce Avenue, P.1orehead City, North Carolina 28557
Phone [phone] FAX: [phone] Internet vAv;v nccoastalmanagement net
WiRO Tracking and Tardy Projects
Subject: WiRO Tracking and Tardy Projects
From: Noelle Lutheran <[e-mail]>
Date: Fri, 03 Nov 2006 16:12:32 -0500
To: Ian McMillan <[e-mail]>, Cyndi Karoly <[e-mail]>, Laurie
Dennison <[e-mail]>
CC: Ed Beck <[e-mail]>, Joanne Steenhuis <[e-mail]>
Listed below are status reports on the listed projects. For some projects, we have
been entering "no 401, deemed issued" which, we have learned does not close out a
project on BIMS. So, I plan to discuss with Reeder and Beverly to find out the
preferred way of entering the data, but for now... it is not as bad as it looks!
*
*
*
*Wilmington **
-Tracking: _
206-1699, *St. James By The Sea, Brunswick Co, LAMA EXP 10/30/06 11/28/06
No 401 Required, entered BIMS 11/1/06
*06-1581, *New Hanover County Well Field & Water Tx Plant, New Hanover Co, CAMA
9/29/06 11/27/06
USACE IP, No Public Notice yet as far as I know.
*06-1568, *Live Oak Community Docks, Onslow Co, CAMA 9/27/06 11/25/06
Issued... Deemed issued under 3402 and 3494, copy GC sent.
*99-1035, Ver. 2, *Forest Sound Breakwater, Pender Co, LAMA 9/20/06 11/18/06
*06-1274, *The Villages At Turtle Creek - Phase I, PPender Co, NW39 9/18/06
11/16/06
Issued 11/3/06.
Tardy:
*06-1571, *Yopp:* *7510 River Road, Tract* *3, New Hanover Co, NW18 9/28/06
10/26/06
Deemed issued after 30 days 10/26/06. Copy GC sent 11/1/06.
*06-1402, *CHC Excavation Site, Brunswick Co, NW44 9/0806 11106106
Issued 11/1/06.
*06-1510, *TOPine Knoll Shores, Carteret Co, CAMA 9/15/06 11/13/06
No 401 required, entered BIMS 10/18/06.
*06-1129, *Willow Woods SD,* *Brunswick Co, NW39 9/15/06 11/13/06
Issued 11/1/06.
*06-0197, *Helmsdale At Landfall,* *New Hanover Co, IP Due 11/13/06 **
*06-1488, *H. Johnson Sifly, New Hanover Co, CAMA 9/1306 11/11/06
No 401 required, entered BIMS 10/18/06.
*05-0813, Ver. 2, *Mimosa Bay SD, Onslow Co, NW39 9/13/06 11/11/06
Additional information receivedil/1/06.
1 of 1 11/14/2006 9:18 AM
MCDENR
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
September 12, 2006 G [ 2 0 V is D
S E P 1 5 2006
MEMORANDUM: DENR - WATER QUALITY
}WETLANDS AND STMAWATER BRANCH
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor 9_00!3-1510
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Town of Pine Knoll Shores
Project Location: Carteret County, off Hwy 58 (Salter Path Rd.), Pine Knoll Shores, immediately
waterward of existing dunes between 139 Dogwood Circle and 319 Salter Path Rd.,
adjacent Atlantic Ocean.
Proposed Project: Proposes to conduct a dune restoration project adjacent to the Atlantic Ocean in
association with the permitted maintenance excavation of Pine Knoll Waterway.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
October 4, 2006. If you have any questions regarding the proposed project, please contact Stephen Lane at
[phone]. When appropriate, in-depth comments with supporting data are 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
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 5010 Recycled 11010 Post Consumer Paper

Development Typo 1

FEE

'
CM.
D

;
DWQ

%
i (14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
r! I. Private, noncommercial
development that does not involve
5250
100%($250)
me(SO)
the filling or excavation of any
;
''= wetlands or open water areas: '
AAl
o
II. Public or commercial development
that does not involve the filling or
$400 100%($400) 0%(SO)
g excavation of any wetlands or open
water areas: - -- - -

III. For development that involves the _
1 filling and/or excavation of up to 1
acre of wetlands and/or open water
(- areas, determine if A, B, C, or D
below applies:

k
" III(A). For Private, noncommercial
development, If General water Quality
5250
100°,1°(5250)
0% (SO)
Certification No.3301 (see attached)
A
can be applied:

III(m): For public or commercial
development, it General water Quality $400 100%($400) 0% (SO)
Certification No.3301 (see attached) -
= s I
can be applied:

;
' III(C). If General Water Quality
R
Certification No. 3301 (see attached) 1 r
;, could be applied, but DCM staff t f.-
< determined that additional review and $400 60% (5240) 40% (5160)
° written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
v

III(D). If General Water Quality
Certification No. 3301 (see attached) 5400 60%($240) 40%(S160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more $475 60°,0 ($285) 40°0 (5190)
VIF than one acre of wetlands and/or
- open water areas: u
s j

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Town of Pine Knoll Shores
2. LOCATION OF PROJECT SITE: The project site is located off Hwy 58 (Salter Path Road) in the Town
of Pine Knoll Shores. The project is immediately waterward of the existing dunes between 139 Dogwood
Circle and 319 Salter Path Road and is adjacent to the Atlantic Ocean, Carteret County.
Photo Index - 2006:40-8082(Indexd by V-W, 9-17) 2000: 40-507(Indexed by V-X,9-17)
State Plane Coordinates - X:2655250
3
Y:350740 Rover# M081819A
INVESTIGATION TYPE: CAMA
4
INVESTIGATIVE PROCEDURE: Date of Site Visit- August 18, 2006
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received Complete: August 18, 2006
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pine Knoll Shores
Land Classification From LUP - Multifamily Residential/Conservation
(B) AEC(s) Involved: OEA, 1-11-IF
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - On-site wastewater
Planned - None
(F) Type of Structures: Existing - Multi-family residences and infrastructure including dune
access walkways
Planned - None
(G) Estimated Annual Rate of Erosion: 2'/Year
Source - DCM
7
HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Beach 44,000 sf filled
for dune
restoration
(D) Total Area Disturbed: 44,000 sq. ft.
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: Not classified
8
PROJECT SUMMARY: The applicant proposes to conduct a dune restoration project adjacent to the
Atlantic Ocean in association with the permitted maintenance excavation of Pine Knoll Waterway.
This is a request for a major modification of LAMA Major Permit #57-06.
FIELD INVESTIGATION REPORT:
TOWN OF PINE KNOLL SHORES
PAGE #2
9. NARRATIVE DESCRIPTION:
Project Setting
The Town of Pine Knoll Shores is situated on the barrier island of Bobue Banks between the
Atlantic Ocean on the south side of the town and Bobue Sound on the north side of the town in
Carteret County, North Carolina. The project tract is the beach area in front of the properties
along the Atlantic Ocean between 139 Dogwood Circle and 319 Salter Path Road in the Town of
Pine Knoll Shores on the south side of Hwy 58. The existing dunes adjacent to these properties
experienced erosion during Hurricane Ophelia in September 2005. The properties have a total of
approximately 2,200 linear feet of shoreline along the Atlantic Ocean. The project tract is an
area 20' wide by 2,200' in length and is approximately 85' landward of the NHW line. The
properties are typically up to 16' in elevation above NISL and are developed with condominiums
and other multifamily type dwellings. Along the oceanfront of the lots is a public beach area 80'-
90' in width during NHW, which transitions into the remains of a frontal dune system as you
move landward. The remaining frontal dunes are approximately 12' - 16' in height above MSL.
The dunes are vegetated with typical dune plants such as sea oats and American beach grass.
Landward of the dunes the lots are covered with traditional sod grasses where the lots have not
been paved or built over. The area is experiencing erosion at an average rate of 2'/year with a
100 year recession line at an estimated 200' from the existing NIJW according to the latest Long
Term Erosion Rate study by DCNI. The project area is in the Ocean Erodible AEC and High
Hazard Flood AEC, but is not in the Inlet Hazard AEC.
On the north side of Hwy 58 a series of navigation channels lead from Bobue Sound to a canal
system (Pine Knoll Waterway) that runs through the town and provides access to the sound for
hundreds of homeowners and several marinas. The town received CAINIA Major Permit #57-06
on March 30, 2006 to conduct maintenance excavation within the channels and canals to a
maximum depth of 5'. The permit authorized the spoils to be placed on high ground, but was
conditioned to require a modification to the permit prior to the placement of spoil material on any
beach. In April of this year the town began the maintenance excavation process and
approximately 1,000 cubic yards of the 17,000 cubic yards of spoil material to be excavated was
placed on high ground sites within the town.
The Pine Knoll Shores Land Use Plan categorizes the area of the project as multifamily, with
all AEC's classified as Conservation. The waters of the Atlantic Ocean in the vicinity of the
project are classified as SB by the N.C. Division of Water Quality. The waters are not classified
by the Shellfish Sanitation Section regarding shellfish harvesting. The Atlantic Ocean is not
classified as a primary or secondary nursery area by the N.C. Division of Marine Fisheries. The
water depths in the near shore beach area are typically in the -2 to -5' range below NLW. The
near shore bottom consists of fine to course sand.
This is a request for a major modification of CAMA Major Permit #57-06.
FIELD INVESTIGATION REPORT:
TOWN OF PINE KNOLL SHORES
PAGE #3
Project Proposal
The Town of Pine Knoll Shores proposes to place the beach quality sand from their
maintenance excavation operation of the access channel and canal system onto the beach to
rebuild a dune system that was damaged by Hurricane Ophelia. The sand would be placed in
front of the remaining existing dunes between 139 Dogwood Circle and 319 Salter Path Road.
The applicant also is a party to the CAMA Major Permit application being processed for beach
renourishment along Bogue Banks from Atlantic Beach to Emerald Isle which if approved would .
replenish the sand immediately landward of the proposed project area with FENIA funding.
Under the proposed project sand would be placed in an area approximately 20' in width and
2,200' in length immediately waterward of the existing dunes. The waterward edge of the
proposed dune line would be approximately 85' landward of the NI-IW mark. The bottom of the
proposed dune would be 20' in width and would slope back at a 1:1 ratio so that the top of the
dune would be 10 in width. The sand would be placed to a height of 10' above existing grade to a
finished height of 16' above MSL, which is the height of the surrounding dunes. The sand would
be placed onto the beach with loaders and dump trucks. The beach would be accessed for
construction purposes from areas with existing asphalt parking lots that are next to the proposed
dune area. A bulldozer and excavator would then spread the spoil material to form the dune.
The dune construction activity would begin after November 16 and end prior to the May 1 of any
year to minimize impacts to the nesting activities of sea turtles and shorebirds. The dune
construction is planned to occur in three phases. One phase of construction would be conducted
per year with each phase resulting in the placement of approximately 700 - 800 linear feet of
dune constructed in each phase.
The Town also plans to place 10' long wooden sand fences at a 45 degree angle to the
prevailing winds immediately waterward of the constructed dunes. The sand fences are to be
placed on 15' centers for the length of the project. The Town then plans to sprig the dunes with
native dune plants grown from seed collected along Bogue Banks beaches to further stabilize the
dunes.
Sediment core samples were taken from the permitted excavation areas by Coastal Science
and Engineering in January 2006. The sediment cores were then analyzed and characterized as a
very well sorted fine sand with a mean grain size of 0.176 to 0.188 millimeters and a mud
fraction of less than 2.8%. The applicant has submitted the results of the samples to DCM
Coastal Hazard Specialist Mr. Jeff Warren who has reviewed the data and concluded the material
to be beach compatible sand. The applicant has submitted the sand analysis data as an addendum
to the application.
This is a request for a major modification of LAMA Major Permit 1157-06.
FIELD INVESTIGATION REPORT:
TOWN OF PINE KNOLL SHORES
PAGE #4
Anticipated Impacts
The placement of the beach quality sand will result in the disturbance of approximately
44,000 sq. ft. of public beach. The project will result in 17,000 cubic yards of sand being
deposited landward of the NHW line. The.placement of the spoil sand will result in a Swimming
Advisory being posting for the waters in the project area from April 1 to May 1 and for up to 24
hours after project completion during that portion of the project construction schedule.
The constructed dune will provide additional protection to the existing structures and the
inhabitants of those structures located landward of the project area and return the dunes to pre-
Ophelia configuration and size.
Stephen Lane - September It, 2006 - Morehead City District

Form 13CM-MP-1 Morehead City OCM
APLIPLICATION
CTo be completed by all applicants)
b. Ciry, town, communi:} or landmark
Pine Knoll Shores
1. APPLICANT
e. Street address or seczadary road numb!,
100 Municipal Circle
a. Landowner:
Town of Pine Knoll Shore
Address100 HLInicioal Ci CCI P
Cicy Pine Knoll Shores SL.I cC NC
"Lip 285 12 Day Phon= (252)
Fax (252)
b, Au'horized A°c:nr:
hi.1>> Chris Jones
Address 100 Nuni.cipal Circle
Cily Pine Knoll Shores Scat, NC
Zip 28750 Day Phon=(252) 2?:7-!:'? ? 3
F a-C
C. Projaa came (if any) Pine Knoll
watertrav
hOTE: PcrTr, ..i! be it:? -! in n of L !a»ncr(:J, en1,?r
p rojc ct m-lrt:.
2. LOCATION OF PROPOSED
PROJECT
a. Count)
Carteret
d. 1s prop-osed wor'c v.i.in city limier or plaruling
e. tram! of bc v of v, nearest proje.:c (! river,
creel, sound, bay) 0.'-' I! S n u `,t
3. DESCRJPTIOti A D PLAINNED USE
OF PROPOSED PROJECT
a. Lia all devllopl;l_-.: 1:tlVlUeS you propose
an'
building a PI: 2,.
C.[CS:1:t0? a.'1J?Or rl„','? aal':lit'_.i.
f

b. 1s t:._ propD:tt! a-. m1'„ .'_u1:1C 3;1 Z.LIiaC
pro;_:.t, m c. bow,? 11 C.l,?
c. 1Yillt_; prajt'-tb=f: putili: pri••'a'_o; comrn..cial
us!' Public
d. Gi: t a b; i_; d:rip: , . of pu.F.?s use, c1ecd; of
cow =tio anJ ciiy o-ra:io;s of pro?os-d
prof M} is ae?? ??, pee ;e a ta:h
additions! p-g s - -__-- _
,?4 r'r 1t7e U4 c t tt_ r
Form DCNI-INLP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract ljjn'ZO X 2
b. Size of individual lot(s)
c. Approximate elevation of tract above NO-5V or
NWL .&
d. Soil t}pe(s) and texture(s) of tract
sandv lom
e. Vegetation on tract grass & shrubber
f. Stan-rladt features now on tract _
g. «n at is the CAMA Land Use Plan land
Classification of the Site? (cons:!, N.- tic-zi L:,--y -se pL-,%.)
X Conservation Transitional
Developed Community )
Rural X Other I)V[ 6lnmS It1
h. Ffo.,4, is the t: act zoned by local government9
residenti.nl
i. Is the proposed proj=ct consistent with Ul 2 applicable
zoning? y Yes No
(,4:L3cr. ;?rtiny eomYlisnce ecn„?icc c, if c?pL' ?tcJ
j. Has a professional archa---A-logical assessment been
done for the tract? Yes X_ No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or dots it involve a National
Regist_r listed or eligible property?
Yes_ No
1. Art there wetlands on Cie site? Yes Y No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(4:1a.4 _4,, __-k.ion, if me S rJ
m. Describe existing wastewater area:men-, facilities.
NA
n. Describe location and type of discharges to waters
of the state, (For example, surface runoff, sanitary
wastewater, industrial/commercial eftluent, "wash
down' and resideatiall discharges.)
o. Dscribe existing dricking water sut?nly source.
N ll
S. ADDITIOtiAL I-NTOR-NLATIOti
In addi-,ion to the comD:et:2'd application form, th'
following items must be s-. bmiu d: V
° A copy of the dtti'd (wih scat= applization only) or
oth=r iru tome u;,de, "i-h t; e applic: n! claims tine
to tl` ,: affected prop=:ti if the app;i=ant is mot
claiming to be the owner of said property, then
torµ•ard a cop) of the de:d or other instrument under
which the o•, rer claims title, plus written permission
from the owner to Ca': ; out th1 project.
° An accurate, dated µork plat (including plan view
and cross-se"iona! dra'-ings) drawn to scale in black
ink on an 8 1/2" by ll" w^paper. (Refer cD
Coastal P..: Ou.-ces CQ=issior, Rule 71.0203 for a
detailed description.)
Please note tar origW,' drawLngs are preferr;?d and
only high qua.'ity copies will be azcept---d. Blue-Iine
prints or other large; Flats are acceptable oaly if an
adequa-t number of c_ality copies a:e provid:3d by
applicant. (Coma: the U.S. Arm;; Corps of
Engin--,--rs resarding t:.at agency's use of lager
dra'?i,?gs.) A site or location map is a part of plat
rtqui emenu a---4 is be suffizi?ndy d'.atl l tJ
guide agency Ferson ,_:. nfamilia: with L` t area to the
Form DCM-MP-l
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 been provided.
Name I? ?? M 0(1'Zle -
Address o z f
Phone ?C--1 1 ) i4 ?Arz-k L C"e
G?- -C-?i Hr
Name
112 ?'? rz n l(?t / / ???-? <c ?-
Address
r C ?- ?t SS
Phone U VI ? o k e
Name
Address
Phone
° A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
o A check 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.
° A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - I to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
AUG 1 5 2006
6. CERTU*qrf t1V 9SION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained ii the permit.
I certify that to the best of my knowledge, the proposed
activity-romplies 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 enter on the aforementioned lands in
connection with evaluating information related to this
permit. application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the day of 19
Print Name 7
Signature Ify -
Laruio..ner or AuthorLed .Igcnt
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM NIP Upland Development
--
DCNI MP-4 Structures Information
_
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Form DCNI-NId?-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. 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.
Average Haal
Existing Project
Length Width Depth Depth
Access
channel
(NILw? or (h'WL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shorcUnc
stabiliz.ation)
ZZit 2-o'
?006
Morehead.City DCM
1. EXCAVATION 111_
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area U`<<?? 4> (lt(?1 <
?
b. Dimensions of disposal area 7 Z C'C! / Cl
7, )0'
c. Do you claim title to disposal area?
Yes No L `?? ,!t 4', )
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? 110) `0-- •
Form DCM-NI P-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes 'C' No
If Yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
f. Does the disposal include any area in the water?
Yes _ K No
3. SHORELINE STABILIZATION N1?,
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If Yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL.
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information)
a. How will excavated or fill material be kept on site
and erosion controlled? n n
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization) ni+
a. Will fill material be brought to site?
Yes No
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? 111
c. Will wetlands be cr3ssed in transporting equipment
to project site? Yes V No
If yes, explain steps that will be taken to lessen
environmental impacts.
Ap Gcant or Project Name i 11
Signature
)r ( .
I /
Date
400 copies of this public document were printed at a total cost of $11.00 or S .03 per copy.
Revised 03/95
Form VCM-NIP-3
UPLAND
DEVELOPMENTMore'head III 1 8 2006
City BuM
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildi gs, facilities, units or
structures proposed
cIr 04n 10-n b. Number of lots or parcels /
c. Density (give the number of residential units and the
units per acre) 4/
d. Size of area to be graded, filled or dis urbed
including roads, ditches, etc. Jq; boo
PASS -G??r, an ?UZ? 7- ,. 2.2roo '
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes y No
If yes, date submitted
F. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
??9
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. O
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environme tal Management for review?
Yes No
If yes, date submitted
i. Describe proposed method of sewage disposal.
Have the facilities described in Item i. above
received state or local approval? dlq
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
1-)157
Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
m. Will water be impounded? Yes 4-' No
If yes, how many acres?
If the project is a oceanfront development, when
was the lot(s) latted and recorded? &. 2S 12 2P-
?N?'!. 12?.5?DR4?'70n O?
Ch o, Rnv--( l ec?wne, c- ve-+
Appli t or sec e
Signature
Date
Revised 03/95 400 copies of this public document were printed at a total cost of $7.00 or $ .02 per copy.
AEC HAZARD NOTICE
Project Is In An: -4- Ocean Erodible Area
Date Lot Was Platted:
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, but
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
!W feet for the area where your property is located is
-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''50 feet landward in a major storm.
Th flood waters in a major storm are predicted to be about
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. A
Applicant's Signature
3.17 •o?
High Hazard Flood Area Inlet Hazard Area
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 yyou may begin work. It is impor-
tant that you check with tlne 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:
Local Permit Officer
Address
Locality `-J
6?50a sVs -a?so?
Phone
Date
Revised 11193
Pine Knoll Shores MAP 7
Carteret County, North Carolina -
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0 15 30 60 90 120
Legend
` Corporate Limits
County Boundaries
Pine Knoll Shores
Pine Knoll Shores
Carteret County, North Carolina

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Core Analysis
Five sand samples from the dredging area identified by Geodynamics were
recovered. Samples were collected using a 2 inch shallow core sampler which
takes the sample from the top 1 foot of the channel bottom. Each sample was
analyzed using the 21 sieve procedure employed by CSE for evaluating sand for
beach nourishment compatibility. Copies of the grain size plots for each sample
are attached in appendix A.
The sand analyzed is fine sand with a mean grain size of 0.176 to 0.188
millimeters and is very well sorted (has a narrow range of grain sizes). Measured
mud content was less than 2.8 percent.
Sediment Sample Analysis Results
Sample ID Lat Long Mean Grain
Size (mm) Classification Mud Content
(/)
1 34 42 11.39 076 48 57.89 0.188 fine sand/well sorted 1.0
2 34 42 12.59 076 48 49.58 0.176 fine sand/very well sorted 1.1
3 34 42 9.1 1 076 48 9.72 0.185 fine sand/very well sorted 1.4
4 34 42 14.37 076 48 0.81 0.177 fine sand/very well sorted 1.9
5 34 42 13.57 076 48 11.86 0.177 fine sand/vc well sorted 2.8
Morehead dity DL;M
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