87611D-CAROLINA BEACH STATE PARK

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AMA ❑ DREDGE& FILLN� 87611 A B c
E N E RAL PERMIT Previous permit
'Z, Date previous permit issued
ew ❑ Modification ❑ Complete Reissue rtial Reissue
As authorized by the of h ina, Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to:
I SA NCAC Ft l � w ❑ Rules attached. General ftnrnit Rules available at the following fink: www.dea.nc.Qov/CAMArules
Applicant N vim cm Authorized Agent
A4dvess J Project Location (County):
(A JAAV44(—
C� Fbc6tate d/t
ZIP tate ot #(s)
Phone 4qm) I.► iL1V
Email Subd'
City R�[jj (� ZIP
Affected ❑ C1N ❑ES ElPTSAdj. Wtr. Body (n unk)
AEC(s): ❑OEA ❑INA eA
W ❑ SPIMA ❑ PWS Closest Maj. Wtr. Body
ORW: yes/no PNA: yes/no
Type of Project/ Activity
(Scale:9TS
Shoreline Length
Access Length
Pier (dock) length
Fixed Platfo
edL — — -- -- - "
3 X
Floating Platform(s)
Finger pler(s)
Total Platform area `
Groin length/p _
Bulkhead/ Riprap length I s
Avg distance offshore
Breakwater/Sill rtn /—
Max distance/ length
Basin, channel --
Cubic yards
..�
Boat ramp ...y.�."+ ..�..+.•*�
Boathouse/ Boatl° a
sm
Beach Bulldozinv yl — — — — M
s
OtherIU]
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A A
A
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SAV observed: yes — — — — — — —
Moratorium: n/a
Site Photos:
Riparian Waiver Attached: no
A building permit/zoning permit maybe required by: '�� 4 ��t) ^ ` TAR/PAM/NEUSE/BUFFER (circle one)
Permi Conditions
W See note on back regarding River Basin rules
jinn f .. ❑ See additional notes/conditions on back
IAM
AND
or Applicant PRINTED Name
David Logan
i
�reseread compliance statement on back of permit** 1
AND
Permit Officer's
(Please
Check #/Money Order Issuing

Statement of Compliance and Consistency
This permit is subject to compliance with this application and permit 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: 1) 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 from the adjacent riparian property owner(s)
has been obtained, or proof of delivery of certified mail notification of the adjacent riparian property owner(s).
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
1-1 Tar - Pamlico River Basin Buffer Rules 1-1 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 Resources. If you have any questions, please contact the Division of Water Resources at the
Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-796-7215).
Notes/Additional Permit Conditions:
Please ensure all debris associated with the removal or construction of the permitted development is contained within the authorized
project area and disposed of in an appropriate upland location.
Division of Coastal Management Offices
Morehead City Headquarters
400 Commerce Ave Morehead City, NC 28557
252-808-2808/ 1-888-4RCOAST Fax: [phone]
(Serves: Carteret, Craven — south of the Neuse River, Onslow
Counties)
Elizabeth City District
401 S. Griffin St. Ste. 300
Elizabeth City, NC 27909
252-264-3901
(Serves: Bertie, Camden, Chowan, Currituck, Dare, Gates, Hertford,
Pasquotank and Perquimans Counties)
Washington District
943 Washington Square Mall Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Craven — north of the Neuse River, Hyde, Pamlico,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext. Wilmington, NC 28405-3845
910-796-7215
Fax:[phone]
(Serves: Brunswick, New Hanover and Pender Counties)
http://portal.ncdenr.org/web/cm/dcm-home Revised 6/01/2021

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: CAWJN^ e64C4 S TATi= /-k21L
Mailing Address: PC 'Be./( 47IE�
C4126 !.1 kf/k PAC -/ACC , k' C Z�' -}-Z IP
Phone Number: e _ SZC &
Email Address: CA2c L I NA . OEACH @ iV01Pa2K S , GoV
I certify that I have authorized
WA
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: F-ISi-WC �7EC
T
'RERAC EMe lJT"C PAKK,�; H1AR, IKA APEA A W N6 i RE FEAR -
at my property located at OI RCLI NA bE CH �TA If, PA)2K
in EW qANOOCounty.
f furthermore certify that l am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the afonemenhoned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
Signature
(�c. 0 LE7 L--" S
Print or Type Name
L--r, L)PE-p-It"j T-r-1tjD— i
Title
C3 / E3r-)l 2022
Date
This certification is valid through 11 / 19 / 2 b 22

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NUMSER:
21-23034-01A
PROJECT NUMBER 20052
DESIGNED BY: JMR
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SHEET TITLE
COVER SHEET
DCM WILM;NGTON, NC
G-001
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GENERAL STRUCTURAL NOTES
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TIGER PILING
GIRDERS
CROSSBRACE
JOISTS
DECKING
DW11D RAIL
7OP RAL _
TOP GUARD RAIL
MEMBER MATERIAL SCHEDULE
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MOEITURE
S.Y. PNE GRADE SU4FACE CONTENT
- - _- -
h ROUGHOR W B-DRY 19
I. 3�,5 - $GRY19
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A/11N4EI1PRIE 845 8-0RY19
N 845 _ _ $-0RV 19
n PRIME _ - _ S48 _- 8DRY 19
In PRIME 19
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AWPA STD NOTES
(CG1 RETENTION)
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UCAB(0.6) 4
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UCIB(0.6)- 2
NOTES LEGEND:
1. TIMBER PILE SIZE AND PRESSURE TREATMENT
PER SPECIFICATION SECTION 318219. TIMBER
PILE LENGTHS AS NOTED ON M / DRAWINGS
2. MATERIAL SIZE AS NOTED ON THE DRAWINGS.
MISCELLANEOUS
1 THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING AND
R LOADS AND OTHER
GUYING OF FRAMING AND WALLS AGAINST WIND, NO LONGER
TEMPORARY FORCES UNTIL SUCH PROTECTION S NO LONGER REWIRED FOR THE
SAFE SUPPORT OF THE FRAMING
2 DIMENSIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE
DIMENSIONS OF THE STRUCTURAL DRAWINGS AND ADVISING THE ENGINEER OF ANY
DIFFERENCES IN DIMENSIONS BETWEEN THE PLANS. SECTIONS, AND DETAILS PRIOR
TO COMMENCING CONSTRUCTION.
3 CONSTRUCTION SAFETY: THESE STRUCTURAL DRAWINGS DO NOT CONTAIN E
NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTION
ENVIRONMENTAL CONSIDERATIONS.
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1. DURING AN ERITO PRE THE CONTRACTOR SHALL CONDUCT ITS OPERATIONS IN
WATER
SUCH A MANNER TI PREVENT OR REDUCE TO A OTHER ANY DAMAGE RI THE WATER
WAY FROM POLLUTION BY DEBRIS. SEDIMENT OR OTHER FOREIGNRNE MATERIAL, OR
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IN OR NEAR THE WATER
FROM THE O MANIPULATION 4 HA EQUIPMENT AND/OR DIRECTLY TO THE
WAY. THE CONTRACTOR SHALL NOT RETURN DIRECTLY TO THE WATER WAY ANY
WATER WHICH CAUSE THE WATERWAY TO BECOME POLLUTED WITH SILT, CEMENT,
OIL. OR OTHER IMPURITIES.
2. DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT BE ALLOWED TO DROP
WASTE CONCRETE. DEBRIS AND OTHER MATERIAL INTO PROJECT AREA. NETS,
SCREENS OR OTHER PROTECTIVE DEVICES SHALL BE USED TO CATCH THE MATERIAL.
IF THE DESIGN TEAM OR OWNER DETERMINES THAT ADEQUATE PROTECTIVE DEVICES
ARE NOT BEING EMPLOYED, THE WORK SHALL BE SUSPENDED UNTIL ADEQUATE
PROTECTION 15 PROVIDED.
FLOOD PLAN INVOLVEMENT.
1. DEVELOPMENT WHICH WILL TAKE PLACE WITHIN THE LIMITS OF THE 100-YEAR FLOOD
PLAIN AT ELEVATION 11.0'NAVD88 IS DESIGNED IN ACCORDANCE WITH THE
REQUIREMENTS OF EXECUTIVE ORDER 123, UNIFORM FLOOD PLAIN MANAGEMENT
POLICY ,
DEMOLITION NOTES:
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1. DEMOLITION SHALL CONSIST OF REMOVING EXISTING PILES, PLATFORM, RAMP, STEPS.
AND CONCRETE SLABS ON GRADE AS NEEDED FOR NEW CONSTRUCTION.
SEAL
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INCLUDE REMOVAL AND PROPER DISPOSAL
2 CDEMOLITION TO OMPONENTS. DISPOSAL OF EXISTING
3. RESTORE ALL DAMAGED LANDSCAPE AREAS INCLUDING DAMAGE TO CURBS.
PAVEMENT OR OTHER ON ITEMS.
WOOD:
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TIMBER PLES AS SPECIFIED. I
MINIMUM EMBEDMENT FOR
PILES ALONG GRID LINES
H.G6F= 14'-T ALL
OTHERS = 14'-0'.
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88 S1 I
53�1 2X12 GIRDERS AT PLATFORM
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87
1. USE 1 1(r LONG NAILS WHERE WOOD CONNECTORS FASTEN TO SINGLE 2X MEMBERS
2. PROVIDE PILOT HOLES FOR ALL SCREWED CONNECTIONS.
GENERAL SHEET NOTES
1. NEW STRUCTURE TO BE LOCATED WITHIN FOOTPRINT OF EXISTING STRUCTURE.
I USE LI 16 FT LONG
2. PILE GRID SYSTEM WAS ESTABLISHED TO MAXIMIZE POSSIBLE,
LUMBER E FOR GIRDERS AND JOISTS AS MUCH AS SING USE. JOIST SPLICES INDICATED
ARE REPRESENTATIVE OF 16 FT LONG LUMBER BEING USED. ALL SPOT CAP GIRDER
MEMBERS ARE CONTINUOUS.
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3. GUARD RAIL POSTS ARE LOCATED AT PILE CENTERLINES AND MIDSPAN BETWEEN PILES
PILES UNLESS NOTED OTHERWISE.
4. ELEVATIONS PER 20075URVEY DATA.
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SCO NUMBER: 21-23034-01
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PROJECT NUMBER: 20052
DESIGNED BY: AAR
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CHECKED BY: NWA
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FRAMING AND
LAYOUT
PLATFORM AND RAMP LAYOUT PLAN
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PLATFORM AND RAMP FRAMING PLAN
SCALE ,,.• _ ,�
PLANS
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0 2' 48'
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