HomeMy WebLinkAbout42750_BELL, CHARLIE_20050921^� nCAMA / ❑ DREDGE & FILL
GENERAL PERMIT
P�eviaus permit #
❑New ❑Modification ❑Complete Reissue ❑Partial Reissue Dat� previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NCAC
I or ❑ Rules attached.
Applicant Name '��' J ? ' Project Location: County
Address ` r `''' °� `�Street Address/ State Road/ Lot #(s)
City a-,- Statef ZIP ~/ .� �. �,'
Phone # ( ) Fax # () Subdivision
Authorized Agent "-' City?� �� ZIPS'
fJ CW ❑ EW e'PTA ❑ ES ❑ PTS Phone # ( ) Affected River Basin
`2
AEC(s): ElOEA F II HHF ElIH ❑ UBA El N/A Adj. Wtr. Body �" ' 1AA/man /unkn)
El PWS: El FC:
ORW: yes / no PNA yes Crit. Hab. yes / no Closest Maj. Wtr. Body
Type of Project/ Activity
Pier (dock) length
Platform(s)
Finger piers)
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
cubic yards r
Boat ramp
Boathouse Boatlift
Beach Bulldozing r
Other
Shoreline Length V/
SAM not sure\j1 yes no
Sandbags: not sure yes PnoMoratorium: n/a yes
s.
Photos: yes ( nd
Waiver Attached: yes; no
A building permit may be required by:
Notes/ Special Conditions
Agent or Applicant Printed Name
Signature Please read compliance statement on back of permit
Application Fee(s) Check #
(Scale:
❑ See note on back regarding River Basin rules.
Permit Officer's Signature
Issuing Date Expiration Date
6ra6j�,
Local Planning Jurisdiction Rover File Name
r
M
t♦
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 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 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, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
Tar - Pamlico River Basin Buffer Rules
Neuse River Basin Buffer Rules
❑ Other:
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
Central Office
Mailing Address:
1638 Mail Service Center
Raleigh, NC 27699-1638
Location:
Parker -Lincoln Building
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293
Fax:919-733-1495
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax:252-264-3723
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Morehead City District
400 Commerce Ave
Morehead City, NC 28557
202-808-2808/ 1-888-4RCOAST
Fax: 252-247-3330
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: 252-948-0478
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax:910-395-3964
(Serves: Brunswick, New Hanover,
Orslow -below New River Inlet- and
Pender Counties)
Revised 06/29/05
Aug-12-05 12!14pm From -BELL COMMERCIAL +9198477999 T-493 P-002/002 F-023
ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
(FOR A PIER/MOORING PILINGSIBOATLIFTIBOAThiOUSE)
American 'Ventures, LLC
l hereby certify that I own property adjacent to Charles T_ Bell, Manager is
(Dame of Properg1 Owner)
property located at Lot 26, Block W 208 Oakleaf Drive
(Lot, Block, Road, etc.)
on Bogue Sound in Pine Knoll Shores, Carteret County
(Waterbody) (Town and/or County)
he has described to me, as shown below, the dcvelopment he is proposing at that location,
and,) have no objections to his proposal. T understand lliat apier/mooritigpilings/boatUfVboathouse
must be set back a minimum distance of fifterm feet (15') from my area of riparian access unless
waived by me_
I do not wish to waive the setback requirement-
x I do wish to waive that setback requirement_
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT:
(To be filled in by individual proposing development)
Signature
Print or Type Name
`3/i- ��X_'Y631
Telephone Number
�/1� lb -
Date
Z0 39dd NInava 889TTL56T6 6Z:9T 9007,/ZT/80
i
ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
(FOR A PIER/MOORING PILINGS/BOA TLIFT/BOA THO USE)
I hereby certify that I own property adjacent to c�y�ri 5 , ^9A4AA6-'f, 's
(Name of Property Owner)
property located at Lo' --(01 r'�7 b-O -K \d L'0429
(Lot, Block, Road, etc.)
on JD P�C4 iZ I:,. op- B LS r N.C.
(Waterbody) (Town and/or County)
He has described to me, as shown below, the development he is proposing at that location,
and, I have no objections to his proposal. I understand that a pier/mooring pilings/boatlift/boathouse
must be set back a minimum distance of fifteen feet (15') from my area of riparian access unless
waived by me.
I do not wish to waive the setback requirement. I
K I do wish to waive that setback requirement.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT:
(To be filled in by individual proposing development)
�'V" '� t A�- C' k
G #t
'
Signature
WO s �eZ�W44J SM
Print or Type Name
RtA r781 gC55 252- yc-o 2-4
Telephone Number
Date: q' 2 <5'.,o
BELL
CoAMERML
September 13, 2005
Mr. Stephen Lane
Field Representative
Division of Coastal Management
NC Department of Environment and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557
RE: Dock Layout/Survey
208 Clakieaf Drive
Pine Knoll Shores, North Carolina
Dear Mr. Lane:
Thank you for meeting with me to review the plans and location of the proposed dock.
At your request, enclosed is the revised plan. if you have any questions, please call me
at your earliest convenience.
With kindest regards, I am
Very truly yours,
Charles T. Bell
CTB/jmc
Post Office Box 20243
Raleigh, NC 27619
919.847.7700
Fax 919.847,7999
bellcommercial@aol.com
MD
Individual Members
V1PersonalV08 OakleaRl-ane.2.doc
Ex. Iron 'Ne
NOTE: Rear Setback
iv Per CAMA
116
not
w
L
I
SURVEY FOR
AMERICAN VENTURES, LLC
Pine Knoll Shores Carteret Co., NC
Scale I" = 40' June 6, 2005
2.0' x 2.3' Heai
Pump Pods (3)
REFERENCE: Lot 26 Bilk. W 'PINE
KNOLL SHORES- Map Book 6 Page 8
Carteret County Registry
I, Pate D. Phillips, hereby certify that this map is correct
and prepared according to the Standards of Practice for Land
Surveying in North Carolina and that (there are no
encroachr�it� either wQy on said survey,
BOGLIE' .S,OU NOTE: Computed Line
NB Along Face Of Bulkhead
And Mean High Water
Line
S 85020' 24"E 100. 7TEx-
--
Concrete Bulkhead
IronPipe
11-vi
35,360 Sq. Ft.
(Coord. Method)
�
I
W
�
O
0
Wood Retaining Wall
O
cr
5.1' x 5.1' Shower
0
-----
O
I
r,��y 18.0' ao
----- Deck -- ---
Porch
12.3'
' °'
44.4'
UX
c
Cd
2 Story Frame
c
N
8 Brick Dwelling
12.2
9.0'
p 9.0'
❑ o
LI N
N
9
25.5
❑
20.2' ai -8 , 14.4'
Pate illiQs PLS No. 2640
Ratio of Precision — 1 i 10,000+
CARo�
Iron Pipe
a SEAL C
L — 2 640
a SUR\J
Mag. Nail Set ►�
F D. PH��'
0 '0 Walkway 3
EW
Well House
40' Min. Bld . J
I 9 Line �--
N 82°45, 00•W /00. 66'
(60' Public R',W)
G)
Lot Corner Falls In
18' Pine Tree
_ _ LRiW)
f40 20 0 40 80
I I GRAPHIC SCALE — FEET
AMERICAN VENTURES, LLC
POST OFFICE BOX 20243
RALEIGH, NC 27619
919-847-7700
PAY
TO THE
ORDER
OF: �>
11
Y
Y
CENTRAL CAROLINA BANK AND TRUST COMPANY
RALEIGH, NO 27609 0295
66-46/531
t
CHECK NO. DATE
AMOUNT
O c�
Imo
N SECURITY FEATURES INCLUDED. DETAILS ON BACK.
II90000029511' ':053i00465i: 1.2 106956511'
5'- 1 1 /2"
5'-7 7/8"
5' -1 1/2"
15'-gn
OEM
2x10 GROSS)3RACING
EACH SECTION
2x10 CROSSBRACING
EACH SECTION
SECTION 104
I
e
O
I
O
I
O
I
15' -8 7/8"
121-8 3/41I
121-0"
co
Lo
10
I
Val E7
SLIP
r464:
44
DN 3 ill
TREX 2xB
COLOR #2
PILING TO BE
CUT BELOW DECK
25q SQ. FT.
NG
L
LIGHT \—LIGHT
POLE POLE
5/4 P.T. Ix6
WOOD DECKING BOARD
SECTION 102
NOTE:
TOP OF PIER 6 THIS LOCATION
TO BE 3'-0" ABOVE MUD LEVEL
co
J
RA1"1F
0
rn
z
0
1-
Q
>
w
w
o BOAT L I FT
NT
AREA
(1(0/000
BOAT L I FT
PILING
TREX ix6
COLOR #1
P.T. ix6 DECKING BOARDS
OR 1 x6 TREX COLOR #2
--TREX 2x4
COLOR #2
co
I
BOAT LIFT
PIL NG
BO,47 LI F7
W�,LKI�IAY
(140 SQ. FT.)
1�1
O
I
co
P.T.
OR 1
O
I
_co
Ix6 DECKING BOARDS
c6 TREX COLOR #2
INT
N _
m TREX lx6 P.T. B"0 PILING
mCOLOR #I
I TREX lx0
m COLOR 422
—COLOR2
P.T. 2x10
P.T. 2x10'5 ® 16" O.G.
P.T. 2x10
• . P.T. 2xB
STAINLESS STEEL
ANCHOR CABLE
G�L\�. ANCHOR
LJ LJ
02 CIROSS SEC70N
FACE OF B UL KkEA O
NO7 5:
FRON7AGE 100.25'
L FGFND
1. PILINGS 8" UN/FORI`9 ROUND 2.5 TREATED.
2. BOLTS 5/8" GALVANIZED.
3. NAILS OR SCREWS TO BE STAINLESS STEEL
AS RECOI`9I"IENOED BY I`9ANUFAC7URER.
4. ALL SURFACE COMPONENTS, INCLUDING NANDRA/LS,
ARE SPECIFIED AS TREX OR AS C40SEN BY OWNER.
5. ALL C01`1PONEN775 BELOW PIER, BOAT L/FT WALKWArl
AND BOAT DOCK, INCLUDING STEP DOWN AREA,
TO BE 2.5 TRE4 T5D.
GROSS AREA CALCULA710NS
PIER N/A
WALKWAY 140 S.F.
BOA T DOCK 4 25 q S . F.
STEP DOWN AREA
TOTAL 3qq S. F.
REFERENCE
• LOT 26 BLK W PINE KNOLLS
MAP BOOK 6 PAGE 8 CARTFRET
• LOT FRONTAGE ON ROGUE SOON
100.25 ` PER SURVEY
BELL * P4/LL/PS SURVEYING, PL
DATED JUNE 731 2005
p/ P_;VG A'ti'D DOCK LAYCL)7
-SCALE 31e.=11_0,
LJ LJ
LJ ELJ
10.E FA R 7/,,.4 L 5L 5 V,,,4 7/ ON
SCALD' 8/8"=1'-O"
I
12'-8 3/4" 3'-0 1/8" y 5'-1 1/2" 5'-7 7/8" 5'-1 1/2"
LJ LJ LJ LJ LJ LJ
104 CROSS 35C71ON
SCALE 8/8 "=1'-0"
PILING
E
2
s a 16" O.G.
TEEL
_E
REVISIONS
N0. I DATE BY
DATE 091113105
SCALE AS NOTED
DRAWN BY ABC
B 1 OF 7