HomeMy WebLinkAbout/Ap62.IC 1� 2?.x i4
�'r�Ct L1T� t,7><ZW
CERTIFICATE OF EXEMPTION 51
--� FROM REQUIRING A CAMA PERMIT �i-
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 15 NCAC Subchapter 7K t i 3.
C Phone Number
gianN'A
e
ass 2 State Zip �
!ct Looio Cod ty, State Road Water Body, etc. Wo ✓� o T -0 1\In , � �� �
and Dimensions of Project
roposed project to be located and constructed as described This certification of exemption from requiring a CAMA pe
is hereby certified as exempt from the CAMA permit valid for 90 days from the date of issuance. Following expii
ement pursuant to 15 NCAC 7K t� _ This exemption a re-examination of the project and project site may be ne(
,MA permit requirements does not alleviate the necessity of to continue this certification.
)btaining other State, Federal or Local authorization.
(SCALE:
ETCH
N �
j g
iI our
`�Iev IQrr.
(/W(A Svvv-c '.
C✓NZA D-%p STVo
NNW C@
XISTlf�1lboa-k T(V
Afevvx�L
VEY T•? ',RF'NCE:
BOOK 2567, PAGE 462
IOOK 3, PAGE 67
'08815-012-004-000
EMA FLOOD MAP INFORMATION:
MAP PANEL No.. J720313000J
DATED: APRIL 3, 2006
FLOOD ZONES: AE BASE ELEV.' 13'
'RELIMINARY FLOOD MAP INFORMATION.
FLOOD ZONES AE BASE ELEV.: 11
CORNERS ARE MARKED AS NOTED ON MAP.
;E DISTANCES ARE HORFIELD
4REA COMPUTED BY THEIZONTAL COORDINATE METHOD. MEASUREMENTS,
THIS LOT WAS SURVEYED FROM EX/STING CONTROL
MONUMENTS FOUND ON CAROLINA BEACH AVENUE NORTH.
u
00p
EXISTING IRON PIPE N
#E/R
EXISTING IRON ROD
*SIR
SET IRON ROD
(&RR
EXISTING RAILROAD SPIKE
oECM
EXISTING CONCRETE MONUMENT
s�t4op SITE
a
EX. "hiAG" OR P—K" NAIL
4*
PROPERTY LINE
c
— _
— — —TIE LINE
_
—RIGHT OF WAY LINE
x FENCE LINE vic:i
DLM&
— . —
— • — —ADJACENT LINE
_ ..
— . • — &4SEMENT LINE
)b M. Jones, Jr., PLS, certify that the NC Grid Tie to this property was made by
from an actual GPS survey and the following information was used to perform
survey:
Class of survey: Class A 95x confidence)
Positional accuracy: 0.10 ft or 0.030 m
Type of GPS field procedure: VRS/RTK
Date of survey: May 21, 2015 °°°°�° C N
Datum/Epoch: NAD 8312011 �O° Q��N ...»» RO
Published/Fixed—control use. NC 1 120� F E SS/0
d Model • 12A
C. ARID 09
TM
N•
MYRTLE GROVE SOUND
Geo� L
Combined grid factor: 1; � 009� Q S r _ N 1 T05 54 E 50.00' EDGE OF BOTTOM OF CHA
Units: US Survey Feet _747 — _ .... --� SH6 N 1N MA�BK. -3,
AREA = 6,051.8 S.F. f
10 APPROX. HIGH WATER LINE
IZ
X" MARK SET ON LINE
1.84' FROM APPROX. FACE
OF BULKHEAD & APPROX. HWL.
n
0
AT THIS POINT THE SIDEWALK
TIES INTO A CONC. BULKHEAD. b .
AT THE BOTTOM OF THE
BULKHEAD IS A CONC. BOAT RAMP.
THERE IS A WOOD FENCE ATTACHED
TO THE OUTSIDE OF THE BULKHEAD WALL.
—
1ti
0
FL. DOCK-
��, FACE OF CONC. Bt
1 `+ IS APPROX. HIGH I
IRON ROD SET ON LINE
--7.02, FROM APPROX 0
OF BULKHEAD & APPRC
CONC. BULKHEAD
ATTACHED FRAME
/ STORAGE ROOM
n CONC. DRIVE IS
V-----0.57' AT THIS P(
u;
01