12260_NC DEPT OF CULTURAL RESOURCES_19940214

CAMA AND DREDGE AND FILL
GENERAL {
PERMIT
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as authorized by the State of North Carolina
Department of Environment, Health, and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15 NCAC 1, / f,
Applicant Name.Al
��t t� Se ` Phone Number
Address f-, C- ,: V / 1/P
City a l`1 State G Zip
Project Location (County, State Road, Water Body, etc.)
r
Type of Project Activity
PROJECT DESCRIPTION
Pier {lock) IFngth
1 /2 Or l �77-7
Groin length
number.. —
Bulkhead length
max. distance offshore
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Othrr
1 r (,. ,Y
SKETCH r / il - �. C, c
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,
imprisonment or civil action; and may cause the permit to be-
come 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) this pro-
ject is consistent with the local land use plan and all local
ordinances, and 2) a written statement has been obtained from
adjacent riparian landowners certifying that they have no
objections to the proposed work.
s
attachments
issuing date
(SCALE: *1,ow C )
73
applicant's signature
permit officer's signature
y �`/
expiration date
In issuing this permit the State of North Carolina certifies that
this project is consistent with the North Carolina Coastal
Management Program.
application fee

N.C.92
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NO Co92 PK
VICINITY ,NAP ":ko
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0
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ti
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LOUISE TANKARD
NORMAL WATER LLi NIP S 82 ° D8:487; PG.619 1 S 8RK
DEPTH • T-5 " LY E I P + 144 8T07 - ' 151. 15' (To7-A )
VIP
EXISTING PIER
---------------------------
_ _
------------ ^---=-_---- _ - - - _-- _- v
NORMAL WATER
DEPTH • 14 '
PROPOSED PIER ; N N 0.22 AC
wo �
BULKHEAD
\� NIP o
QN 62
m 1 14,
GLENN W. ,S/,+RSH
OB:.�7: PG fi4o 2 S FR.41
FACE OF BULKHEAD
AND HIGH WATER
MARK IS P/L T
F-
LEGEND Y
® NIP NEW IRON PIPE SET — 45, z
OEIP EXISTING IRON PIPE
R/W RIGHT-OF-WAY
5"
NOTE:
DIMENSIONS TAKEN FROM A SURVEY
BY RALPH S. JARV I S DATED 712819J
0 50 f00
I
i
SCALE
l
STATE OF MO3RTN CABOL124A
DRPARTXl M'7 Or 7RBlHG?,9R,CAV
RAL2M4N
PROPOSED PIER
AT
HARDING'S IANDL iG
DRAWN SYs J.A.Mll>GETZ'E DATE "3
MUklDD SYs ADAM KHAN DATE 9693 71
REY111oH*
,Ta I ro- sY 2ATZ

EXISTING PIER ; Q REVISION " 1
MOORING PILES
• A
---------- 10,
------------
4 4
,n ----------------
FLAG ON EXISTING PIER TO BE - ___
C OF NEW PIER
-------------------
- _ _ _ ------ 6'X 216'
izX�' ---- - — - — - —
----- ------ ------ ---- = --
/,• • • • • • WHE£[I7LllR 7U+t/KI? I p. - -
PIER IS' la
01 (TyP) 20' 20'
0 aYP)
• • r
le _�_ 216'
THE FLOOR ELEVATION OF THE NEW PIER IS TO BE THE SAME
AS THAT OF THE OLD PIER WHICH IS 4' ABOVE
NORMAL WATER LEVEL.
ELEVATION
ION
SCALE: 1 - • 5'
,WN SYs 3- %-MID(--=rE DATE 9-93
CKFD SY. ADAM KHAN DATE 99
SCALE: r " - la
GENERAL NOTES:
ALL BOLTS AND WASHERS ARE HOT DIPPED GALVANIZED
DESIGN LIVE LOAD. AASHTO SIDEWALK LIVELOAO 85.11FT2
ALLaVABLE TIMBER STRESS: 1800 PSI IN BENDING
MINIMUM PILE CAPACITY: TO BE DRIVEN TO 10 TONS MINIMUM
AND 1 1'-0 " MIN . PENETRATION
ALL T IMBER SHALL BE SOUTHERN PINE,
GRADE NO. 1 DENSE.
TREATED TIMBER SHALL CONFORM TO THE NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES DATED JAN. 1, 1990.
THE TYPE AND RETENTION OF PRESERVATIVE SHALL BE IN
ACCORDANCE WITH THE LATEST AWPA C-14 SPECIFICATIONS
FOR 'SEVERE BORER HAZARD" (SINGLE TREATMENT).
TREATMENT :2.50 LBICF CCA
,
EXISTING BULKHEAD ;
A
-------
20 -6 w
I-
FLAG ON EXISTING POST TO BE
C OF NEW PIER
FASTENING: FLOOR TO JOrST-(2) 16a GALVANIZED NAILS
.HOIST TO CAWS -(4) 16Q GALVANIZED TOE NAILS
2'z 6"
TIMBER FLOOR
4"x8" ./
TIMBER JOIST
6'x 10"
TIMBER CAPS
EXISTING
BULKHEAD
„
w
TIMBER PILE
SECTION AA
THIS PIER IS TO BE BUILT BY NCDOT BRIDGE MAINTENANCE
FORCES USING MATERIALS READILY AVAILABLE FROM THE `,� CARD
BRIDGE MAINTENANCE INVENTORY
C rs"•��1
17j
i • C •
SLt
06205
=1
�i
STATE OF NORTH CAAOL]54A
MPART& MN7 OF 7AX,43PORTAT10i
RALIMN
ELEVATION
and
PLAIT VIEWS
■arawws �. ,
DATX

TIMBER P 1 LE
4'-0 "
6 " X 10 " DOUBLE
4
TIMBER CAP 7 11
AFLUSH
WITH PILE
0
8 13I6
3
8 „8 „ 813 "8r1.8v. „
. r3I6 , 13I6 , �6 , 6 %
8 13
T I MBER FLOOR "q'
ALL BOLTS ARE
OF SIZE 1" 0
W/ WASHERS
6" X 10" X 7'
DOUBLE T I MBER CAP
FLUSH WITH PILE // 0
BOLTS W/ �I
WASHERS A
4 " X 8 " X 20'
TIMBER JOISTS
12" 0
TIMBER PILES
T IMBER PILE
CONNECTION DETAILS
SCALE: I " = 6 "

]END SECTION DETAILS
4
ALL BOLTS ARE
Or SIZE I " 0
ly-nI
to,-O l'
1 /z " 1'412 " 1'44/z " Y4/z " V-4/z " 1' 4/z "4/z " 1'-4
I
4'X6'
a
12" 3
TIMBER JOISTS
6" X 10" X V-4'±
TIMBER PILES
51-6 r I 5'3
r 1`
SCALE: I " = 2'
2' X 6"TIVBER FLOOR
6"X 101x 12'
DOUBLE TIMBER CAP
r
VOORING PILES
12'0
TyP1 O
O �
LOS
121 x 30�
�
4
0.00
E))
SCALE: 1 " = 2'
Qm-v; SION •1
S L
q20� °
'�7;l7 �;7717 i�i /•
STATE OF NORTH CAROLMA
OF 'iTRAASPORTATI
MALMON
DETAIL OF "T" SECTION
AT END OF DOCK
RIEVIV0R6 G —
RAWN BY. 7•A.MIDGE'I'I`8 DATE 9-93
HECKM BY: ADAM KHAN DATE 993

tc
TI
6- X 10"
TIMBER CAP Il
I.
—2a
1- 0
-- i it I(!
BOLTS
t FE I
0 x 10 x P-4 "t ---ill -1 --- 7
SECTION A -A
k
WHEELCHAIR TURNOUT
SCALE: I - Z
WEI
,Z) S
f - 0 4
BOLTS W1
WASHERS
6 - X 10 - X V-4
t
SECTION B-B
06205
STATE OF yQXTN CAaOLIMA
Diz?Am7m(Ead4 OF 7RA',M3P0ATA41
RALE42H
DETAIL OF VAIEELCHAIR
TURNOUT IN WALKWAY
AT MU -POINT OF DOCK
RAWN BY, J.A.MU>GE'' DATE 9,93
IBC KED BY. ADAM KHAN DATE 993
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