HomeMy WebLinkAbout36644_WATERVIEW EDGE SD_20031028=1CAMA / DREDGE & FILL
GENERAL PERMIT
El New iModification El Complete Reissue ❑Partial Reissue
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 15A NCAC
1
G�
Previous permit #
Date previous permit issued
if""
0 Rules attached.
Applicant Name
L41/1If, I
Ore 5w 1 f'Iti
fOC tj•n,' r3
Project Location: County
Address
V r� "
Vf
Street Address/ State Road/ Lot #(s)
City 'k
State/y(
ZIP 2153E
'-47 1),Ui-Y.,�r.�•
Phone # (: <<)°I`)
��'IS
Fax # ( )
Subdivisions
Authorized Agent
ke- 4 ,1
City f +� � I. ; I< ZIP 7 f
a CW
[0 EW
IR PTA -1 ES
❑ PTS
Phone # ( ) River Basin `✓1%,, /c
Affected
OEA
AEC(s):
ElHHF
ElIH C UBA
❑ N/A
, �� r I�
Adj. Wtr. Body /`rloii; (nat /man /unkn)
ORW: yes / no
PNA
yes / mo. Crit. Hab. yes / no
Closest Maj. Wtr. Body
Type of Project/ Activity
Pier (dock) length
Platform(s)
Finger pier(s)
Groin length i
number 1
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
cubic yards
Boat ramp I� X!7 4`14t1NiiL
Boathouse/ Boatlift
Beach Bulldozing
Other
111' rCI FlbliI 'I Coe
(Scale: /✓ Ivr-
Shoreline Length
SAM not sure yes no
Sandbags: not sure yes /no
Moratorium: n/a yes no
Photos: yes no
Waiver Attached: yes Pno
A building permit may be required by: �, v H (C See note on back regarding River Basin rules.
Notes/ Special Conditions 1 ✓ i fI�y t
r
Agent or Applicant Printed Name
Signature ** Please read compliance statement on back of permit
J IV ' ✓,
Application Fee(s) Check #
t rI I -4
Permit Officer's Signature
1�r_ 1 (r- 3 , .
Issuing Date Expiration Date
//
%.4 fc,
Local Planning jurisdiction Rover File Name
)I
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, certifythatthis project is consistentwith the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar - Pamlico River Basin Buffer Rules ❑ Other:
❑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 Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-395-3900) for more information on how to comply with thesebuffer rules.
Division of Coastal Management Offices
Central Office Elizabeth City District
Mailing Address: 1367 U.S. 17 South
1638 Mail Service Center Elizabeth City, NC 27909
Raleigh, NC 27699-1638 252-264-3901
Location:
Parker -Lincoln Building
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293 / 1-888-4RCOAST
Fax: 919-733-1495
Fax: 252-264-3723
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Morehead City District
151-B Hwy. 24
Hestron Plaza it
Morehead City, NC 28557
202-808-2808
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
910-395-3900
Fax: 910-350-2004
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
www.nccoastaimanagement.net
Revised 10/05/01
n
jt
J p-a
71
00 I
U
1
y4 REBAR W/3' MIN. COVER
12" OC EACH WAY
, I
- TAPER TO TYPICAL PILE
EXISTING PLACEMENT-4ro:)
♦
GRADE DETAIL "A
UP JJ
/ROW. ;, / CONSTRUCTION JOINT W/ 7/8-
;c3 i • // / !// % //, //;' /, / ! ;' x 24" DOWELS O 4' OC
1-60 sloe -> t�10 -> / /' 1�6 slo e� >;''/ / / '/ DOWELS SLIP FIT ON ONE SIDE
P op, P RE MESH REINFORCI OF JOINT
THICK CONC. SLAB /3.000 // /� // // �'; / / ' �'� / //; i,// --- -----
W 4 BAR REINF. 12• EACH WA
THICKEN 1' AROUND EACH,,,.,'
/ SLAB 1' THICK -SEE DETAIL A
DETAIL B'
1 3' 5' 1 7' AREA TO-E ��nrnnrh��
EXCAVATED �N CAROB N
f• 00 pFE5J1c)
SEAL!
MAHLWAT R v v T R v N 5365
�� r
STING GRd,DE M s
pRRE
V-GROOVE SEAVOOD AXEAVd4E� ''••.,
2x8 (TAPER END) `ar r'•u��uu*''��,
LAYOUT
For
WEYERHA£USER
PROPOSED BOAT RAMP
YATERSYAY EDGE appo/V/ rY
TOWNSHIP NO. 3 CRAVEN COUNTY NORTH CAROLINA
DATES _ AUG_- M CHLB% P.E.
,SOB HD. - 96135 - ENGINEERS AND COHSMTANTS
SCALE- _I__�-�U NEW BERM, NORTH CAROLIHA
10
CD
1 ��4 co
r
y4 REBAR W/3' MIN. COVER
12' OC EACH WAY
- rTAPER TO TYPICAL PILE 07
EXISTING PLACEMENT
I
GRADE DETAIL "A '"
UP
CONSTRUCTION JOINT W/ 7/8-
/ 24" DOWELS O 4' OC
1-60 sloe —> 1-10 s! —> / ,1.6 s10 e/ > % / / ' / DOWELS SLIP FIT ON ONE SIDE
P opt P / j j // /j!/ / i RE MESH REINFORCI OF JOINT
i
Q .8" THICK CONC. SLAB /3.000"
W/r 4 BAR REINF, 12' EACH WA
/THICKEN 1' AROUND EACH,,',,' %
% SLAB 1' THICK -SEE DETAIL A' ' / / -':'
i:�/./''i//!i�''�/; !!i ;; DETAIL •
1 3' S' 1 7' AREA
EXCAVAATEDTED CARO<
+"
E• o� oFEss,C)�
�c S E A LI
MAHL VAT R v V T R v N 5365
-EXI STI NG G DE
i" :PRI)F:',fiRADE G�o F41GIN
65
V-GROOVE SEAwDOD OpRREE TT❑❑
2x8 (TAPER END) w EXCAVATE """
uu.u►�
LAYOUT
Abe
WEYERHARISER
PROPOSED jPa4 T RAMP
MATERSMAY rDW CLSWRol JY
TOWNSHIP Ml S CRAVEN COUNTY NORTH CAROL)NA
DATE-_ALG. _f,_1996Roeml M CFILM PE
jOB NO, _ 96133-- ENGINEERS AND CONSULTANTS
SCALE- _1' • ]O' NEW BERN, NORTH CAROLI NA
}
r�
a�
l_1
1-60 slope ->
J
Ce
Q
o #4 REBAR W/3' MIN. COVER
12' OC EACH WAY
—5,
TAPER TO TYPICAL PILE CO
EXISTING PLACEMENT
GRADE DETAIL "A
1
UP
CONSTRUCTION JOINT W/ 7/8'
ROIN x 24" DOWELS O 4' OC
1.10 slop > / '1�6 slope >, i/ �/! DOWELS SLIP FIT ON ONE SIDE
/ / / / / RE MESH REINfORCI OF JOINT
-- -----
'i 8' THICK CONC. SLAB /3.000
i W%%4 BAR REINF. 12' EACH WA // i� j j,:j / ///; / i , j / ,/ i /,.'
/THICKEN 1 AROUNO EACH,.
/ j SLAB 1 � THICK -SEE DETAIL A DETAIL
Lr /
17' I AREA TO -Br
EXCAVATED
�A�,n v n m►1i►�►
GARO
op�yl�y ;
.� SEAL` 4K
N , 5365
r ) ��'G I N
.........►...�'