OIB_04-103_Ervin

Locality
OI 6
Permit Number 0q-103
Ocean Hazard Estuarine Shoreline OR Public Trust Shoreline Other
o i e ) 4- %,N
SENERAT, INFORIvIAI I ` SEP 2 7 ZU� p E�� 0 V
D OWNER VISION OF N D
AN 1 -r _ . .) r.OASDAL MANAGEM
SEP 1 3 2004
,ddress 11 5 j p 9 C A-" p )J E Ei'b p hgq 6 INSPECTIONS I
:iry A-{'inC=' F1 State &JG Zip /3 Phone
AUTHORIZED AGENT
lame � 1' i La yk-'5 /SW D Cr4STC S ia'°! S7y�
Adress %' CW—.3T Zc�o Sr
;itY QeEgsr b-be Ekx4cd State /fl�i Zip 8�lo Phone `l!D-575-71-53
,OCATION OF PROJECT (Address, street name and/or directions to site. If not oceanfront, what is the name of
ieadjacentwaterb.d)P) Et9-:>-r 2krr-> 2T
)ESCRIPTION OF PROJECT: (List all proposed construction and land disturbance.)
IZE OF LOT/PARCEL• S o 0 o square feet / / # acres
ROPOSED USE: Residential (Sine -family Multi -family _) Commerical/Industrial
)ther
'OTAL ENCLOSED FLOOR AREA OF A BUILDING IN THE OCEAN HAZARD AREA OF ENVI-
:ONMENTAL CONCERN (AEC): 318 % . 3 square feet (includes all floors and roof -covered decks)
IZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT -UPON N 9U} ACES IN
'FIE COASTAL SHORELINE AREA OF ENVIRONMENTAL CONCERN (AEC): sq. &
Jalculadons include the area of the roof/drip line of all buildings, driveways, covered decks, concrete or masonry patios,
.c. that are widtin the applicable AEC. Attach your calculations with the project drawing.)
:hoose the AEC area that applies to your property:
t) within 75 feet of Normal High Water for the Estuarine Shoreline AEC
t) within 575 feet of Normal High Water for the Estuarine Shoreline AEC, adjacent to Outstanding
esource Waters
3) within 30 feet of the Public Trust Shoreline AEC
;ontact your Local Permit Officer if you are not sure which AEC applies to your property.)
TATE STORMWATER MANAGEMENT PERMIT Is the project located in an area subject to a
tau Stormwater Man ment Permit issued by the N.C. Division of Water Quality?
ES_ NO • „
,. , 11 T. r•.______..__._1____n_____]G-___.._ 1_________I _-.

m U.S. Postal Service
ru� CERTIFIED MAIL RECEIPT
co
u(Domestic
rR —
0
m C) SELLOFE it 209 1 A L u S E7
Ln
O Postage 9 $1.06
0 0470
O Cartlfled Fee 06
—J
G Retum Receipt Fee � Postmarx
� (EMarsemerrt;, c Imm Mere
O ResMded Delivery Fee
(EMomemem Peculrem
ru j 09/13/2004
M Tofal Postage 8 Fes
m
1
O
m
AS�t' NC 2 dTC,,l
Lto
O Postage0
0470
C3 Certified Fee06
Retum Receipt FeePostmark(ErMorsemeni
Repukecgp
ReaWWe Delivery Fee(Endomemem
ReRWred)m
TotelPoemgeaFas
0
09/13/2004
a.
Coaa.lE)2s
SEP 2 7
2004
C AS AL MgNtiGFME v
NT

Oo 04 10:05a Town Of Ocean Ile yl yt��1JULUJi\� i
i
OCT 1 3 2rV34
AEC: HAZARD NOTICE DIVISION OF v.
COASTAL MANAGEMENT
Project Is In An: Ocean Erodible Area v High Hazard Flood Area Inlet Hazard Area
s ed:
—_ _'s notice is intended to make you, the applicant, aware
or .he special risks and conditions associated with
development in this area, which is subject to natural
hazards such as storms, erosion and currents. T1.e rules of
the Coastal Resources Commission require that you
recoive an AEC Hazard Notice and acknowledge that
cl ce in writing before a permit for development can be
.s tied.
The Commission's rules onbuilding standards, o :eanfront
setbacksand dune alterationare designed to minimize, but
not eliminate, property loss. from hazards. By granting
7e7mits, the Coastal Resources Commission does not
r-.twee the safety of the development and as>umes no
-: ty for future damage to the development.
The best available information, as accepted by the Coastal
Resources Commission, indicates that the annual ocean
ero on rate for the area where your property is located is
7W feet per year.
-ate was established by careful analysis of aerial
•,;',otcgraphs of the coastline taken over the past 50 years.
Studies also indicate that the shoreline could move as
mu- a9 �� feet landward in a major storm.
T e oodwatersinamajorstormarepredictedtobeabout
J 1 feet deep in this area.
7re`erred oceanfront protection measures are beach
nourishment and relocation of threatened structures.
Hard erosion control structures such as bc.ikheads,
seawalls, revetments, groins, jetties and breakwaters are
prohibited. Temporary devices, including sand bags, may
be allowed under certain conditions.
This structure shall be relocated or dismantled within two
years of becoming imminently threatened.
The applicant must acknowledge this infornk.tion and
r.5uirements by signing this notice in the below space.
t4 ;thout the proper signature, the application v,ill not be
-r_._ __ _ L' - 7 JU -.
td /oa /oy
Date
SPECIAL NOTE: This hazard notice is required for
development in areas subject to sudden and massive
storms and erosion. Permits issued fordevelopmentinthis
area expire on December 31 of the third year following the
year in which the permit was issued. Shortly before work
begins on the project site, the Local Permit Officer will
determine the vegetation lineand setbackdistance atyour
site. If the property has seen little change and the proposed
development can still meet the setback requirement, the
LPO will inform you thatyou may begin work, It is impor-
tant that you check with the LPO before the perm it expires
for official approval to continue the work after the permit
has expired. Generally, if foundation pilings have been
placed and substantial progress is continuing, permit
renewal may not be necessary. If substantial progress has
not been made, the permit must be renewed and a new
setback line established. It is unlawful to continue work
after permit expiration without this approval.
For more information, contact:
S s-l;m 1&tkside
Local Permit Officer f C'
�Jsks-i —rh iLl fit-.
Address
crypA>1 a-slo!L ?each
Locality
_4la - S-3�1c��
Phone
Q l&
04-l03
Revised 11193

/7.93 NE
CENTEL
ERLINE
_ r,ND
LOI 6 \
NOTES: 1. PROPERTY IS IN A FLOOD HAZARD AREA. ZONE 15.0
SURVEYED BY
USING MAP BK. 3, PGS. 178-178A
AND EXISTING
PHYSICAL CONDITIONS.
MAP OF SURVEY FOR
JIM ERVIN
OF
�oFE$SIOryq�'/,9
LOT 14
1250 *
BLOCK 52
*
o�
SECTION A
�qNO
OCEAN ISLE BEACH
SU
J L
N
MAP BK.3 PGS. 178-178A
JAN K. DALE
N.C. REG. NO. L-1250
PV JAN K. DALE
891 COPAS RD. — SHALLOTTE, N.C.
N.. REG. NO. L-1250
910-754-4477
f 12
I
LOT 6
SCALE 1 = 20
TOWNSHIP SHALLOTTE
COUNTY BRUNSWICK
STATE N.C.
TOWN OCEAN ISLE BEACH
DATE 8/13/04
FIELD BOOK 58
DRAWN BY JKD
DWG. NO. I A.. 1. n.

0
Lot 6
lot 7
(!
lot 6
S 7751'00' W
PL fati.
PL WERE
. E � V E
.�L.CI Vl./
50.00'
z
0 0
$ OCT 13 2W4
s
DIVISION
6' PVC CLEANOUT
'3 W - 77
OF
C bT�TALLIMANAGEMEN
N
n
1
p
tl
8
20.5
o Lot 13
0
m
/. Piev.
Lot 12
g
24' WIDE DITCH
0. A
72' GRAVEL BELOW PIPE
s
0. Q.
6' GRAVEL ABOVE PIPE
24' WIDE DITCH
6' GRAVEL ON EACH SIDE OF PIPE
12" GRAVEL BELOW PIPE
Lo I
EARTH ABOVE GRAVEL ABOVE PIPE
6' GRAVEL ABOVE PIPE
SEE TRENCH DETAIL)
6' GRAVEL ON EACH SIDE OF PIPE
FlI $ E EV. - 9.
12' EARTH ABOVE GRAVEL ABOVE PIPE
- a
(SEE TRENCH DETAIL)
7 STONE WRAPPED WITH
057 STONE WRAPPED WITH
'TREVIRA IV FILTER FABRIC
'TREVIRA III' FILTER FABRIC
t1t
5' LONG - 6" ASS PERFORATED
45' LONG - 6" ASS PERFORATED_-
ORREGATED PIPE w/NYLON FABRIC
CORRECATED PIPE w/NYLON FABRIC
rZ �
b
Z 6' PVC CLEANOUT
' PVC CLEANOUT
34. a: -fir
ADER LINE FROM
LEADER LINE FROM
-
DOWNSPOUT
VWNSPOUT
I _ '_
o.
C
N
t
� I M
3 to 5 GALLON ORNAMENTAL SHRUB
ON BOTH SIDES OF DRIVE
15+ GALLCN ORNAMENTAL TREE/SHRUB-'.:
ONE AT EACH CORNER AS SHOWN
Nr
PL 8.8'
L B.S.
' ' 50.00'... N 72-51'00' E.
Rebar Sal
WARP
ON
PLPC.
Box.
--
ENTERUNE
OF 1'z4'/4' SOCK TILE TRENCH
CENTERLINE OF
SWALE
- -
CENTERUNE
OF SWALE
Second Street 60' R/W
SCSOIL CLASSIFICATION
HIGM'ATER TABLE = GREATER THAN 6'
SOIEYPE: NeE
NEWAN FINE SAND
P19AIBILITY GREATER THAN 20` PER HOUR
PRBRTY IS SITUATED IN FLOOD HAZARD AREA VE, ELEV. 16.0
ME PROPERTY AREA - 5.000 9.1.
VAT ALLOWABLE BUILDABLE AREA - 2.500 31,
PAPUSED IMPERVIOUS ROOF AREA - 1.800 9.T.
TQT AREA = 1.800 9.f. ( 900 9.1. PER DRAIN PIPE)
1iUNOFF = 900 / 12 = 75 C.F.
TNrH AREA = 45'x 2'x 1,5' = 135 C.F. x 60% VOIDS
NoIc
I'r/udaiN..t tie line and nf.e nee Nay Book
3,x/e 178-A, o/ the Bramw(Dk CoaWfy Reg(e(TV.
PT 7,93' —
CPN7PR STREET
MI
nu vP[
6 sa. w P
e5'
F. -
SECTIONAL NEW
PWG
fF x WP Qor
me
PIIM
k.vAd oa oeean fate Beaeh hood lmaranee Rate 1_1IVC 914AMr( CLEANOl1T AT 90' 8 ;NETS
MW6367 0004 C, dafed A,nl P. 1991. this pawl
aylew to " loeafed a. Z. VE Is. FOR NON —TRAFFIC AREAS
N T.S.
Location Moo
+%3i 2nd St.
b
y
d
s
Site
1 Bt St.
SFCRON MEW
tlFa111M1. OU.SI. 01
STORMWATER DESIGN ENGINEERING BY:
ROBERT P. ARMSTRONG, JR- P.E.
P.O. BOX 995
BLADENBORO, NC 28320
910-443-9314
STORMWATER PLAN
FOR
LOT 14, BLOCK 52, SECTION A
328 East 2nd Street
OCEAN ISLE BEACH, NC 28469
rf aUfFL MlEll ,