Town of Emerald Isle (4)

XCAMAI/ DDREDGE & FILL 'S IN a
GENERAL PERMIT Previous permit#
MNew ❑Modification ❑Complete Reissue ❑Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources �l)
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC • l)
I�Rules attached.
APPlicant,Name W ' Project Locatiow, County
:.. " . Street Address/ State Address �. to Road/ Lot #(s)
;City O�' 1a State ZIP
Phone # Fax # ( Subdivision
Authorized Agent City )� ZIP %�
Affected ElCw ❑ EW r❑ PTA X` ES ❑ PTS Phone # (Z ) (' River Basin 1 0A
AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A Adj. Wtr. Body Tcry P sU✓ na man unkn
❑ PWS: ❑FC:
ORW: ye / no PNA yes / 00 Crit.Hab. yes / no Closest Maj. Wtr. Body
Notes/ S ecial Conditions
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1.Agent o I rioted N e
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Permit0ffic r s
ure {
Signat , *�` Please read compliance statement on back of permit Issuing Dal
k �i IL
Application Fee(s)
Check # Local Planr
y S Fxc irati n Date
ing Jurisdiction- Rover File Name

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that I) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certifythatthis project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
Tar- Pamlico River Basin Buffer Rules ❑ Other:
Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252 946-6481) or the Wilmington
Regional Office (910-796-7215) for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Raleigh Office
Morehead City Headquarters
Mailing Address:
400 Commerce Ave
1638 Mail Service Center
Morehead City, NC 28557
Raleigh, NC 27699-1638
252-808-2808/ 1-888ARCOAST
Location:
Fax: [phone]
2728 Capital Blvd.
(Serves: Carteret, Craven, Onslow -above
Raleigh, NC 27604
New River Inlet- and Pamlico Counties)
919-733-2293
f
Fax: [phone]
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax: [phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
'252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax:[phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 08/09/06

CERTIFIED MAIL - RETURN RECEIPT REQUESTED
DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONMAIVER FORM
.. _ � . / r ---- -
Name of Property Owner: .ro (W E'MAa/el.15ile.
Address of Property: '7 5L, t" Q di /'�.-� e •' �. f �l L�Ir�/ Cu',r%Y�1�
(Lot or Street #, Street or Road, City & County)
....... -001
Applicant phone #:5�, - 35�' r` % Mailing Address:!
�"vd►�( 1:a,:L, Niel
I hereby certify that I own property adjacent to the above referenced property. The individual
applying for this permit has described to me as shown on the attached drawing the development
they are proposing. A description or drawing with dimensions must be provided with this letter.
_A I have no objections to this proposal. I have objections to this proposal.
If you have objections to what is being proposed, you must notify the Division of Coastal Management
(DCM) in writing within 10 days of receipt of this notice. Contact information for DCM offices is
available at www.nccoastaimangementnet/contact dcm.htm or by calling 1-888-4RCOAST. No
response is considered the same as no objection if you have been notified by Certified Mail.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, breakwater, boathouse, or lift must be set back a
minimum distance of 15' from my area of riparian access, unless waived by me. (If you wish to
waive the setback, you must initial the appropriate blank below.)
I do wish to waive the 15' setback requirement.
do not wish to waive the 15' setback requirement.
(Property Owner Information arian Property Owner Information)
is % = 4 69 E'in c
Signature` Signature
Print or Type Name Print or Type Name �-
O. t�. L1 0 0 J
Mailing Address
City/StaWZip
Telephone Number
Date
Mailing Address
City/ tate2ip
ll
Telephone Number
Date

B
1
i

vy�ical Elevation • Timber Bulkhead (no scale)
ON*
Types of Timber Sheet Pligs r
BULKHEADS SHOULD BE AS TIGHT AND FREE OF CRACKS AS POSSIBLE.
1T 15 RECOMMENDED THAT ONE OF THE FOUR TYPES OP JOINTS SHOWN BELOW BE USED.
'SQUARE EAWALL-GRADE
15Lc)PPY 'V' SLOPPY
T + G' T + G'
WAKEfIELD NORMAL GRADE
SEE NOTE 'A' BELOW SEE NOTE V BELOW
WATER SIDE
CSEAWALL
GRADE)
501L SIDE. SINGLE OVERLAP
CNORMAL
GRADE)
SMEETUG NOTE J'A' TONGUE PROFILE SHOULD FIT LOOSELY IN GROOVE AND NEEDS TO BE 3/4" LONG FOR Z DIMEN51ON TIMBER
AND 1' FOR 3" AND 4" TIMBERS. BOTH SEAWALL AND MARINE GP.ADES CAN BE USED.
SHEFTUG N7C 'B' *WAKEFIELD* PATTERN 15 FAIRLY NORMAL FOR I' RESIDENTIAL APPLICATIONS IN FRESH WATER. BOTH SEAWALL
GRADE AND HAND SELECTED NORMAL GRADES MAY BE USED.
Typical Sheeting Penetratlon fort"Dimension Lumber
R0110 of Total Sheet length to Expose Height �� .,I .� �1 �•- .
BERM MAI LRIAL r
CLAY/SAND SAND FIRM SAND
BAN-20
K d 0 B RM to 415 OBERM 4 15 OBE10 15
O 1.8 21 2.4 1.7 1.9 e.5 15 1.7 2 0
1.9 2.2 2.5 1.7 2.0 2.8 ].G . ]20
3.8 ^�,
2.2 32 J.G 1.5 2.3 r N
NOTE, A55UME5 NO SURCHARGE AND ADEQUATE ANCHORAGE
EXAMPLE- WITH A BANK ANGLE OF 1W. BERM ANGLE OF 10'. AND AN
EXPOSED HEIGHT • OF 5 FEET IN A SAND MATERIAL. THE SHEET
LENGTH WOULD BE 5.0 X 2.0 CRATIO) - 10 FEET.
IM

Bulkhead Design Nomograph (Flat Berm, Flat Bank, Sandy Soil)
PROCEDURE FOR USE OF NOMOGRAPH
DRAW HORIZONTAL LINE FROM EXPOSED HEIGHT OF BULKHEAD ACR055 ENTIRE WIDTH OF NOMOGRAPH AS SHOWN IN EXAMPLE BELOW
DRAW VERTICAL LINES FROM POINTS OF INTERSECTION ON GRAPHS (ANCHOR SHEET, AND FACE PILES DOWN TO LENGTH UNE.)
12
p N 0
o2
i— 10 a � N
W9 a��// 0 � x 0 ^ t?
01
O7 —_ ___.� _ - _—._—_—_..__
i, ^ cV r O ^ + ~
toiv m��
0
Oa t3
+ W I r- K N
5 0 co o n
WALER SPACNG
FOR MOMENT -
REDUCTION N
5tfEETNG
IMHHW 1
EXP05ED
HEIGHT
FAGS FIX
LENGTH
IMLLW
i
FAGE PLC
PENETRATION
0
10 15 20
F
25 W th Lau z"
O
U
LENGTH
a
m W m 0 %n �J W� m
ANCHOR
a •. I I TIE
ROD
SHEET-
Y
DRAG
PILE
WALE PILE
FACE PILE
EXAMPLE,
ANCHOR LENGTH
FOR A 7' EXPOSED HEIGHT BULKHEAD N GOOD
GRANULAR SOIL WITH A FLAT BERM ANGLE (O°)
AND A FLAT BANK ANGLE COO) A TRIAL DESIGN
WOULD YIELD,
BLML
UPPER WALER
DEPTH
DRAG PEE
I
ANCHOR PILE LENGTH = B' .
511EETNG THICKNESS 2'
5HM PILE LENGTH - 12'
FACE PILE LENGTH - 14'
HID HEIGHT WALER
ANCHOR PLE BUTT DIA 7'
FACE PILE BUTT DIA - q-10'
VOTTOM WALER
ANCHOR LOCATION = 2.5' ,
WEEP HOLE
ANCa IOR SPACING _ 7.5'
PROVIDe W RAP To 4�
WALER DESIGN
PREVENT xUR
TOP WALER G X 8 (3/4 BOLTS)
EET o
MID WALER G X B (3/4 BOLTS)
NGTH v
BOTTOM WALER G X 8 C3/4 BOLTS)
ied--ROUND
'DRAG PILE BUTT DIA = 10'
5HEETt•iG
DRAG PILE BURIAL DEPTH a 4'
TMER fACE PILE
TIE ROD - 3/4' DIA 115' LONG
u ANCHOR PLE
� ® Typlcal Bulkhead Terminology

CERTIFIED MAIL • RETURN RECEIPT REQUESTED
DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONMAIVER FORM
Name of Property Owner: 7_
Address of Property:
(Lot or Street #, Street or Road, City &
Applicant phone Mailing Address: �6 p. Pg -�r�-
qi,-k- Ate -
I hereby certify that I own property adjacent to the above referenced property. The individual
applying for this permit has described to me as shown on the attached drawing the development
they are proposing. A description or drawing, with dimensions, must be provided with this letter.
VI have no objections to this proposal. I have objections to this proposal.
If you have objections to what Is being proposed, you mustnotify the Division of Coastal Management
(DCM) in writing within 10 days of receipt of this notice. Contact information for DCM offices is
available at www.nccoastalmangementnet(contact dcm.htm or by calling 1-888-4RCOAST. No
response is considered the same as no objection if you have been notified by Certified Mail.
WAIVER SECTION
I understand that:a pier, dock, mooring pilings, breakwater, boathouse, or lift must be set back a
minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to
waive the'setback, you must initial the appropriate blank below.)
I do wish to waive the 15' setback requirement.
I do not wish to waive the 15' setback requirement.
(Property Owner Information) (Riparian Property. Owner Information)
--aiuu,1 ex
L s Sign
Print or Type Name
Mailing Address'- %
City/State/Zip �— /
Telephone Number
Date
�I . _ ..., A
vim
MailingAddress -
'r—we.70LA
City/StatelZ p
Telephone Number
,z2-/
Date

cvU� -
\ S
fY
S

UQ/rY/wUut ay.au •:Y. .. •.. VY� •a'faL .... uu♦� ..• a..u.-. \...\vL..
�yjical Elevation • Timber Bulkhead (no scale)
ti u u
ION'
Types of Timber Sheet Piles . #
BULKHEADS SHOULD BE AS TIGHT AND FREE OF CRACKS AS POSSIBLE.
IT 15 RECOMMENDED THAT ONE OF THE FOUR TYPES OF JOINTS SHOWN BELOW BE USED.
<) , 'SQUARE EAWALL GRADE
'SLOPPY Y SLOPPY
T + GT + G' WAI(EFIELD NORMAL GRADE
SEE NOTE 'A' BELOW SEE NOTE 'B' BELOW
WATER SIDE
CSEAWALL
GRADE)
501L SIDE SINS OVERLAP
CNORHAL
GRADE)
SHEETHG NOTE 'A' TONGUE PROFILE SHOULD FIT LOOSELY IN GROOVE AND NEEDS TO BE 314" LONG FOR 2" DIMEN51ON TIMBER
1 AND 1' FOR 3" AND 4" TIMBERS. BOTH SEAWALL AND MARINE GRADES CAN BE USED /
SHEET1iG NO]E 'B' 'WAKEFIELD* PATTERN f5 FAIRLY NORMAL FOR 1' RESIDENTIAL APPLICATIONS IN FRESH WATER. BOTH SEAWALL
/ GRADE AND NAND SELECTED NORMAL GRADES MAY BE USED.
Typical Sheeting Penetrallon fort"Dimension Lumber
Ratio of Total Sheet Length to Expose Height .�► '.�I -� �� �:
BERM MAI CRIAL
CLAY/SAND SAND FIRM SAND
BANK d O B 4BERMBERM
to 15 O O 15 0 G 15
O 1.8 21 2.4 ' 1.7 1.9.5 15 1.7 20
1.92.1�iT`"< r
r'Qi•
— 30 22 25 1.7 20 2.8 ].6 . ].7 4r �'��� •�"'•
20 1.8 22 -
NOTEs ASSUMES NO SURCHARGE AND ADEQUATE ANCHORAGE
EXAMPLES WITH A BANK ANGLE OF 10'. BERM ANGLE OF 10'. AND AN
EXPOSED HEIGHT ' OF 5 FEET IN A SAND MATERIAL. THE SHEET
LENGTH WOULD BE 5.0 X 2.0 CRATIO) - 10 FEET.

2.5/LU09 19:10 kA-k U I U UOL 9914 lv%. Mara vc ..... ....._.
Bulkhead
Design
Nomograph
(Flat Berm,
Flat Bank, Sandy Soils
PROCEDURE FOR USE OF NOMOGRAPH
DRAW HORIZONTAL LINE FROM EXPOSED HEIGHT OF BULKHEAD ACRO55 ENTIRE WIDTH OF NOMOGRAPH A5 5HOWN IN EXAMPLE BELOW
DRAW VERTICAL LINES FROM POINTS OF INTERSECTION ON GRAPHS (ANCHOR, SHEET, AND FACE PILES DOWN TO LENGTH LINE.)
12/
11
W 9
ma
.Wn
V
�7
W G
WALER SPACING
FOR MOMENT —
REDUCTION N
5NEETHG
JAJOR
a
Immw I
EXPOSED
HEIGHT
FACE FILE
LENGTH
I HLLW
W 1,6
FADE ME
PENETRATION
lV
n
g
°a
a
eJ
/
�
V
O
n
N,
N
Ap
co
0
A
'�
O4 to
'O
eD
tV
O
/
15
\
/
m
N
m
o
.
f
W
o
a
ts
X
N
\
'"
1 I
0 b
1
10 15
LENGTH
UPPER WALER
HID HEIGHT WALER
6OTTOH WALER
WEEP HOLE
PROVIDE RIP RAP TO
PREVENT, SGom
5t1EET
LENGTH
20
BURIAL
AG PLE .� pEP�H
DR
ROUND TMER FACE PILE
I Li ANCHOR PLE
Typical Bulkhead terminology
n�
Lj0
Y
►-
,-
s =
aEl
is
`sa
Q
o
0 0
J
ES
F~..
CieI
Q
40CJ
m
dE R S
m O
�n
I
TIE
SHEET
e
'-I-'
ROD
PILE
DRAG
WALE
PILE
FACE PILE
EXAMPLE,
FOR A 7' EXPOSED HEIGHT BULKHEAD N GOOD
GRANULAR SOL WITH A FLAT BERM ANGLE (O°)
AND A FLAT BANK ANGLE COO) A TRIAL DESIGN
WOULD YIELDr
ANCHOR PLE LENGTH B' .
5MEET14G THICKNESS V
SHEET PILE LENGTH 12'
FACE PILE LENGTH = 14'
ANCHOR PILE BUTT DLA - 7'
FACE PILE BUTT DIA - 9-10'
ANCHOR LOCATION - 2.5'
ANCHOR SPACING = 7.5'
WALER DESIGN
TOP WALER G X B (3/4 BOLTS)
MID WALER G X 8 (3/4 BOLTS)
BOTTOM WALER G X 8 C3/4 BOLT$)
'DRAG PILE BUTT DIA = 10-
DRAG PILE BURIAL DEPTH - 4'
TIE ROD - 3/4' DIA 15' LONG