SW8060338_APPROVED PLANS_20160929

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SWs O1o033 X
DOC TYPE
❑ CURRENT PERMIT
Ili APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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PHASE 7 11'
OCEAN ISALH BEACH, JVC
GENERAL CONSTRUCTION NOTES-
1) THE CONTRACTOR IS RESPONSBLE FOR VERIFYING THE LOCAION
OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
INDEX
ABBREVIATIONS covEz
SDMH STORM DRAN MANaOLE
SW-1 STORMWATER MANAGEMENT PLAN
F-4 F 2E HYDRANT SW-2 STORMWATE12 MANAGEMENT PLAN COW.
SW-3 STORMWATER PONDS DETAILS SHEET
DI DROP INLET SW-4 STORMWATER PONDS DETAILS SHEET CONT.
Cl CURB INLET OCEAN ISLE PALMS SW-5 DRAINAGE AREAS T PRO.lECT BOUNDARY
SW-6 OVERALL PROPERTY MAP
SW-7 AMENITY CENTER
SSW SANITARY SEWER MANHOLE
S M SW-8 CANOE AND KAYAK CLUB
STORM SCHEDULE
WL, WATER LINE
D-I SITE DETAILS
IE INVERT ELEVATION
RIM RNA ELEVATION OF STRUCTURE
LF LINEAR FEET N`GN�J�I P
DIP DUCTILE IRON PPE
SR 1184
PVC POLYVINYL CHLORIDE
631
ELEV. ELEVATIONELEVATIONRp.ISR ��
N •
GV GATE VALVE GEORG��CW
MIN. MN0"
PHASE ONE
TYP. TYPICAL
HP HIGH PONT
N
LP LOW POINT
SR 1184
CONC. CONCRETE ,a
RCP REINFORCED CONCRETE PPE
BEACH DR. (NC 179)
CMP SATED "ZETA` PIPE VICINITY M A P
IBM TE IDORARY BENCH MARK NOT TO SCALE
STA. STATION
BOA BLOW OFF ASSEMBLY
NP NEW IRON PPE
HDPE HIGH DENSITY DENSITY POLYETHYLENE FEA 015 tN
FES FLARED END SECTION Engineering, / g i n e e rl ng, Inc.
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151 Poole Road, Suite 100 - P.E.
Belville, NC28451
TEL [phone]
-- �S DATE ;
FAX [phone]
www.capefearengineering.com
FINAL DESIGN
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I. CURB INLETS 175 AND 156 TO BE INSTALLED FOR
CONNECTION OF AMENITY POND OUTLET TO STORM
SYSTEM X'. INLET GRATES TO BE COVERED AND
PROTECTED UNTIL FINAL ROAD STABILIZATION DURING
FUTURE DEVELOPMENT.
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11
FLARED END SECTION
ALLEYS
16
11
I I I
1� , , "I "
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IRIOTESI
IN
L CONTRACTOR TO FIELD VERIFY ALL EXISTING
L14DERGROUND UTLrrF-S BEFORE BEGINNNG
C40NSTRLJCTIM
2. PROJECT AREA - 14A5 ACRES
3. WETLANDS DELf,I ON PLAN.
4. ALL STORNWATER DEVICES TO BE LOCATED IN
RECORDED 012ANAGE EASENI
5. STORMATER PONDS AND ALL ST012MWATER
PIPES NOT LOCATED IN DRAINAGE EASENIIIENTS
ARE LOCATED 14 COMMON AREAS
66 ALL EILI UPON AREA QL1NOPP TO BE DRIECTED TO
TWE PERMITTED STOOMA115Z SYSTEMS NO
OFPSITE DRAINAGE AREAS ARE APPLICABLE.
D
REVISED
I
TRP
5/7/Oq
COMMENTS
C
5TORMWATER PERMIT MOD
TRIP
5/I
POND 21
B
REVISIONS PER NCDENR
WRB
0/2q/07
A
ISSUED FOR AGENCY REVIEW
WRB
10/10/07
REV.
DESCRIPTION
REV.5Y
DATE
#
,
� REVISIONS
_
I OCEAN ISLE PALMS
sm
-// CAPE FEA plp?"
Engineering., Inc.
151 PWID Rd, Suite 100
Belville, NO 28451
TEL (910)=10044
FAX [phone]
www.capefearengineering.com
O'DRAWNI,
J.
Sims
PROJECT
NUMBIERI,
IN
809-02
DESIGN, W. BRADLEY
CWECK-
W.
BRADLEY
SCALE.
1 =100
APPROVED,
P.
DAMS
DATE,
\809\809-0I STORM\809-02-PHISTATE STORMA)NG .110
OCEAN ISLE PALMS
PHASE I
STORMWATE12
MANAGEMENT PLAN
PROJECT NUMBER SHEET NUMBER
809-02 1 sw±
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,I� PLAN DETAIL -
i` --PIPES NOT SHOWN HERE caa b E
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FLOOD ZONE — AE ---
1. C NOTES
INLETS 175 AND 156 TO BE INSTALLED FOR
CONNECTION OF AMENITY POND OUTLET TO STORM
SYSTEM 'K'. INLET GRATES TO BE COVERED AND
PROTECTED UNTIL FINAL ROAD STABILIZATION DURING
FUTURE DEVELOPMENT.
—�[`FIV]ET�
fi li;
BI?rc;�C'Lc _ a�
I00' 0' I00' 200'
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NOT FOR CONSTRUCTION
N16NV4 PY. `'I
N SR 1184
GECRGia CONK �sR 11631
PHASE OPE
SR 11B4
BEACH DR. (NC 179)
VICINITY MAP
NOT TO SCALE
NOTES,
SEE SM
E
REVISED PER NCDENR
COMMENTS
TRIP
5/7/Oq
D
STORMWATER PERMIT MOD
POND 21
TRP
5/5/Oq
C
REVISIONS PER NCDENR
JW5
11/8/07
B
REVISIONS PER NCDENR
WRB
O/2q/07
A
ISSUED FOR AGENCY REVIEW
WRB
10/10/07
R# '
DESCRIPTION
DATEY
REVISIONS
OCEAN ISLE PALMS
SM
CAPE FEAR
Engineering, Inc.
151 Poole Rd, SUile 100
Belville, NC2S451
TEL [phone]
FAX [phone]
www.capgfearengineering.com
OCEAN ISLE PALMS
PHASE I
STORMWATER
MANAGEMENT PLAN
PROJECT NUMBER
809-02
SHEET NUMBER
SW-2
•

11 1
a - 24
POND =2
/
- _ 23 - I � vv
DA=25.11 AC
IM = 2.89 ACC \ _
NORMAL POOL v —
ELEV. 6.0
\' 79' O '----
126'
\I \\ ; \ REBAY ` 4-36" PIPES \\
INV. 6.0
Ay Q4 v
J� e - � � •• NORMAL POOL_
ELEV.
4-36" PIPES q4
INV. 6.1'
A�\ C17'MAIN \\—
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/
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t\ 105'/
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/ 501 SPILLWAY'
\ (SEE.DETAJQ
FLOOD ZONE—AE
4-36' PIPES,
T SWWT ELEVATION: 9.08' S INV. C (,.1'
y — — — TEMP. STORAGE ELEVATION: S.O' MSL
l— NORMAL POOL ELEVATION: 6_0 MSL
1�3
II /
POND #21
OUTLET STRUCTURE
SEE DETAIL
4-36" PIPES (THIS SHEET)
INV. ® 6.0'
6.0' MSL
3' ORFICE
SEE DETAIL
3
I r-/
POND BOTTOM:-5.0' MSL
POND #21 WITH FOREBAY SECTION
NOT TO SCALE
10' MAINTENANCE
ACCESS
TOP OF
POND
3 10 0 M5
EMERGENCY SPILLWAY: ELEVATION 8.5'
L-10'VEG.
544ELF
EXCAVATE I'
NOTES,
I PUMP WILL BE PROVIDED FOR
BELOW POND
MAINTENANCE AND EMERGENCY DRAINAGE.
BOTTOM
ELEV. FOR
2. EXCAVATE PONDS WITH 5.1 SIDE
SEDIMENT
SLOPES5. CONTRACTOR IS RESPONSIBLE FOR
GLEANOUT
ALL NECESSARY DEWATERING
4. SU555OUENT TO FINAL SITE
STABILIZATION, POND TO BE CLEANED TO
DESIGN DEPT145 INDICATED
S. PLAN REVISION TO REMOVE CLAY
LINER WAS APPROVED ON 4/2/04.
FRAME AND GRATE BY VULCAN
F�WNDRYAPPRE7VEV.,EQAL SERIES
\ TOP OF C
INSTALL #57 STONE
4 FILTER FABRIC OVER
ORIFICE DURINGR
FOREROSION CONTROLCN
NORMAL WATER
SURFACE . 20.0'MSL
5arr m POND.
IrtMSL—_I
D.I.P. 3611 HDPE
4' -
R ORIFICEV(e MMEEWWIRE
.0020
SECTION
PLAN
OUTLET STRUCTURE DETAIL - AMENITY POND #22
SEE 5HEET 5W-2 FOR PLAN VIEW
NOT TO SCALE
TOP OF POND ELEV. —
ILLWAY ELEV. — 5.50'
3:
RIP RAP I' THICK
� (D SIIge�
FILTER FABRIC
VULCAN
SERIES
OP OF OUTLET
TRUCTURE. 6.0'
INSTALL 057 STONE \
4 FILTER FABRIC OVER
ORIFICE DURING CONBTRUCTICN
FOR EROSION CONTROL TEMP. STORAGE
POOL-e.a MSL
V
ATTACH GALVANIZED WIRE
OVER ORIFICE (8 MESH .020
4' 4•
SECTION
PLAN
OUTLET' STRUCTURE DETAIL POND-21
NOT TO SCALE
WETLAND SPECIES PLANTINGS
ON 10;1 VEGETATIVE SHELF
GEW5/5PEaEs COMMON NAME
Juncus effusus Soft rush
iris versicolor Blue Flag
Distichlis spicato Spike grass
Asclepius incamata Swcmp milkweed
VEGETATE -POND -SLOPES ABOVE PERMANENT
WATER LEVEL WITH BERMUDA GRASS
0
FINAL DESIGN
NOT FOR CONSTRUCTION
NIGMN PY'SI
N
SR 1184
GEOµGEt�1Ni
PROSESR
BEACH OR (NC 179)
VICINITTY MAP
NOTO SCALE
LEGEND
SEE! SHEET SWA
�1101'
SEE SW -I
D
STORMWATER PERMIT MOD
POND 21
i TRP
5/5/09
C
REVISIONS PER NCDENR
JWS
11/8/07
B
REVISIONS PER NCDENR
WRB
10/29/07
A
ISSUED FOR AGENCY REVIEW
WRB
,0/10/07
REV.
DESCRIPTION
REV.BY
DATE
REVISIONS
110
OCEAN ISLE PALMS
SM
j� CAPE FEAR
Engineering, Inc.
151 Poole Rd, Suite 1O0
Beiville, NC 28451
TEL [phone]
FAX [phone]
www.c,7pefearengineering.com
el DRAWN.
J.
SINS
PROJECT
NUMBER- 809-02
DESIGN' W. BRADLEY
CHECK'
W.
BRADLEY
SCALE' 1"=50'
APPROVED'
P.
DAMS
DATE' 10 OCT 07
P:\809\809-02\STATE 5TORrI\809-02-PHI STATE STORM.DWG
OCEAN ISLE PALMS
PHASE I
STORMWATER PONDS
DETAILS SHEET CONT.
PROJECT NUMBER SHEET NUMBER
809-02 SW-4
•

L
2. 26 W41,����
oR V 1 r
26ry
9IZEV ENT C� o F'C/TURE
fi
DEVELOPMENT
R'
r PROJECT BOUNDARY
4 POND 21 D.A •s
411
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I f D ELOPMENT ! /,
N-
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19 -
19
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C1
12$.00
149.63
140.85
S 2506 57 W
68`35 00
C2
05.00
25.21
25.19
-T 07-02 67 E
FS 13
C3
200.00
152.51
148.54
S 20'S9 55 E
4S4t 29
C4
500.00
1G4.58
104.39
S 2523 22 W
11'59 04
75
20.00
30.32
27.50
S 1703 19 E
88'82 25
CB
20.00
31.69
28.47
S 79' 19 W
90'46 18
77
B.00
27.51
26.14
S O5-53 03 E
6502 48
C8
1425.39
127.99
127.95
S 34'S0 06 E
906 42
79
589.14
79A8
78.81
S 3617 00 E
8'02 29
C70
tOO.00'
54.38
53.69
S 2443'S7 E
31'0836
C71
750.00
133.25
128.92
638
50S358
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20.00
33.28
29.57
S4
9519 57
C13
1 20.00
30.9
27.91
N 793145 E
883049
C14
1 500.00
92.84
92.71
S 61*3201 E
1 10'3818
LINE
I BEARING
I DISTANCE
L1
I N 10'35 37 W
1 47.07
t21
N l(r353r W
I 1235.
L3
N OP 34 W
63.85
L4
N 09'2 21 W
50.02
la
N 08'1958 W
I 84
US
N Or1635 W
99.39
L7
N OS5433 W
99.73
LB
N Oir W
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L9
N OS5451 W
819.14
LIO
N eS0814 E
34&48
L11
N 745918 E
64.05
L12
N 483058
85.61
L13
N 67f0 E
89.74
L14
N 6Ir
11851
L75
N 5438 E
183.52
L18
N 3S 46 W
1Q.78
L17
N 58' 48 E
132.18
L18
I N 71r41'O'V E
151.60
L19
38' 61
20828
L20
N 64'39 E
50.06
L21
N 5T 25 E
130.66
L22
S 38'0951 E
67M
L23
S 35 24 E
75.93
L24
S ZWG305 E
I 19.64
L25
N 68'31 25 E
11 26A7
L26
N 8431 34 E
96.41
L27
S 80 1 E
1 11&72
L28
5 " 33 E
1 192.07
L29
S 5724 W
62.87
L30
S 71'1344 E
1 15129
L.31
S 21VOC41r W
1 107.91
L32
S 32T1oo W
1 148.21
L33
S 42'50 3B E
122.03
L34
5 00 4V W
1 171.25
LJ4A
5 BS 5 E
1 239.18
L349
S 13'3422 E
1 694.9
L34C
S 78' { W
24.53
L340
N 4704 29 W
67.98
L34E
S 751828 W
729.70
L34F
N 172101 W
130.00
134G
S 7T a9 W
7247
L34N
S 88'0850 W
4&13
L341
5 5529 32 W
127.31
L35
N 5W2932 W
127.31
L76
S 31*2rSV W
193.19
L37
S 31'0423 W
&XOO
L38
S 33'4'VIW W
701.89
L39
S 49.4 445 W
50.00
L40
S 8003 E
143.95
741
S et'03 E
5031
L42
S 3T72 a1 E
196.9
L43
5 8449 E
37.33
L44
5 8T E
121.56
L45
S 301 13 E
25.99
L40
S OS25 20 W
100.39
L47
S w 19 W
40.48
L48
S 852 005 W
103.62
L49
S 70 12 W
155.55
L50
I S aw 56 W
83.OB
l51
N 47'2805 W
4232
L52
N 41T 18 w
40.80
L53
N 6835 42 W
45.33
L54
N 5T 11 W
58.75
L55
N ST2 5 W
51.45
L58
N 48'42 W
3.01
L57
S 35182 W
I 10A8
LSB
N 5443 40 W
1 50.00
L59
N 351820 E
1425
L60
N 56Y 34 W
37A4
L81
N 4:W 52 W
51.64
L62
N 46'2528 W
42.78
L03
N SY0543 W
42.12
L64
N 455841 W
5&90
L85
N 49' 2/ W
87.88
LOS
N 81'11 25 W
6898
L07
N 7725 22 W
3&SS
L8a
N 7751 M W
80.15
LB9
N 8018 33 W
131.27
L70
5 BOOS W
48.61
L71
N 88'0O1 w
6528
L72
S 8r421 W
47.66
03
5 er51 4 W
5125
L74
S BS4 W
2023
L75
N BSOB S1 W
6548
L76
S 8T05 48 W
58.47
L77
N 89'13 18 W
22.53
L73
S IIFI w
72A8
L79
S 0{18 W
5429
Lao
N a8'0305 W
49.07
Lai
5 TV5922 W
45.76
t62
N 81'2415 W
78.87
L53
N ZT21 xv W
95.97
L84
N 2041 W
94.02
L85
NIT W
9&64
Lab
S 2P0305 E
78.12
L87
S 271 S E
7&12
Lab
S IMP E
--7-,Mr
L.89
S OS 48 E
77.
L90
S 01'4328 E
7&12
L91
5 OSOB 47 W 1
7&12
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S 11*4W4r W 1
73"
L931
S 571546 E 1
40.00
L94
S 5713 E
45.00
Las 1S
571346 E
18.78
Lab
4T01 E
15.84
N423So
20.00
L96 I
N 073018 E
25.50
M I
N 5753 38 E
92.88
NNE
BEARING
DISTANCE
w1
N 441236 W
3.74
w2
N 74'4517 W
55.39
w3
N 22'21 31 W
32.44
W4
N 0048 00 E
18.68
W5
N 2S3a38 E
23.61
WB
S W2008 E
29.19
W7
S 6742 22 E
57.1
W8
S 3703 25 E
27.55
W9
S 31'132B W
20A9
W10
S 754005 W
27.44
UNE
BEARING
DISTANCE
1111
5 304025 W
62.28
W72
S 345600 W
118.4
Wf3
S 470444 W
58.9
W14
N t03537 W
39.49
W15
N 201244 E
7.94
WiS
N 275225 E
7026
F7
N G759 32 E
----4-057
W18
N 88'OD 43 E
71.4
W79
N SS1615 E
46.45
V
S 4750 29 E
8.48
LINE
I BEARING
I DISTANCE
W21
N 4551 54 W
47.88
W22
I N 19'5912 E
4&10
W23
S 8rl 19 E
48.88
W24
N 77 02 E
49A3
WLS
S 81'38 52 E
53.90
N78
N 6OT71 19 E
�.
W27
5 4419 34 E
27.73
W28
S 61'15 11 E
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W29
S 84'291 E
28.94
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N 6535 E
57.
W}7
S 57"0800 E
48.1
W32
N 852 04 E
3.15
W33
N 0001 44 E
3.48
N S9'4011 E
711 4
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7.18N
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RW40
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25S
84S9 58 E
35.61
S 4731 32 E
15.
S 5535 28 W
44.38
4L11
S 89'S D4 W
35.14
W 2
S 8711 09 W
31.4
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I N 8011 38 W 1
31.
W44
S 54'O7 ss W
J225
W45
S 743109 W
5822
w46
S 89'5409 W 1
32.09
W47
S 89'1 11 W 1
84.76
W44
S 80'1 02 W 1
05.33
Wig
N 453134 W 1
17.40
CURVE
RADIUS
ARC LENGTH
I CHORD LENGTH
I CHORD BEARING
DELTA ALENG
GI
25.02
50.13
42.18
S 21'4431 IN
114'4B
C2
I 100.00
7&95
1 75.92
N 507WW E
I45i4G8
C3
1 11311.
46.64
45.21
S 4117438 W
26'4313
UNE
IBEARING
I DISTANCE
L1
I S mror W
I 18.99
L2
S 274301 W
20.
L3
S 542814 W
1 14.66'
1
L4
N 543 52 E
1 50.06
LS
IS 547844 W
I 6&83
NNE
BEARING
DISTANCE
W30
N 1138 JO
75.10
W51
N 28'I425 E
62.18
w52
N OB1 S6 E
59.73
W53
N 2/'2a OB W
70.37
W94
N 16'240/ W
35.61
w55
N 2S5 S3 E
34.75
woo
5 1S3B 48 E
24.56
W57
S Or4003 E
45Ji3
W58
a JO'J9 34 E
38.88
09
N 4V3O*lr E
41.59
WSO
N 2730 33 W
40.0
WSt
N 05'7529 E
48.75
W62
N 35`5 30 E
2831
W83
S 2001 08 E
31.48
W64
S 201 W
3526
W65
S 4,TOW 18 E
27.52
%W
5rO5 22 E
SBAB
W87
N 354443 E
29.61
W88
S 1S4B 32 W
44.19
wN
S 5T3354 W
3A78
W70
W
273&4..5718
will
S 41'34W
W2
1Ta
3
W3
40a94
W74
9.8
WS
9.28
w78
B0
a93W77
3
W78
2
6.4
LINE
SEARING
DISTANCE
09
N 7T4436 E
32.04
W80
N W2645 E
34.05
W81
S BS2938 E
29.84
W82
S 3SOB 04 E
34.19
W83
S 78'11 35 E
22.13
W84
N 8441 34 E
58.39
W8S
N 174804 E
34.
Yf88
N 2S463B W
55.31
W87
N 0013 W
91.45
o
N 1025 03 W
29.98
W89
N 2T 1B E
32.93
WOO
S 211`24W E
59.
W91
S 0754 E
114.
W92
S 1445 xI E
57.
W93
5 804928 E
30.2/
W94
N BT5 u E
28.98
w95
5 BC3921 E
32.44
W9a
S 2914 E
70.9
W97
5 3SOB 45 W
32A4
W88
S 4T4235 W
59.48
W99
N BS1203 W
14.06
W100
N 73'319 W
32.J2
W101
N 752439 W
68.91
W702
N W48 W
198.
W103
N 68'3025 E
26.40
LINE
I BEARING{
I DISTANCE
W704
S airS 49 E
1 39.03
WIGS
N 23*3502 E
1 13.41
WIGS
N 81'1101 E
&31
W707
N 4T75a W
1&71
W108
N 572249 W
4322
W109
2O`Ir W
44.91
W110
N BT01 24 w
46X
Will
N 575 31 W
40.02
W112
N 61'12 W
4eJr
WI13
N 4 5834 W
34.15
W114
N 50' 28 W
43.06
W115
N ST1050 W
W.
W118
N 4a'0945 W
46.SO
N 46'S9 5 W
55.13
-WIN
N 28'2501 W
25.
3T38
N 352100 W33.18
N 301 34 W
2934
N 87 42 W50.19
N 51'2122 W
51Aa
NWI20�33.19
N ST2101 W
J8N
7039 W
5430
N 843400 W
51AS
N 04'24 W
19.
N 08'SO 41 E
N.08N
OT1346 E
25.79
N OT5434 E
50.08
W131
I N OV52 W
44.4/
W132
N 5T034 W
N.
wim
N 843841 W
3&13
W134
N 8P71 W
39a3
7135
S 00'4535 W
-25Wr
W130
S 02 49 W
34.69
W137
S 04 E
127.02
W138
S 0T23E
54
31.94
W139
N 90931 W
53.43
W140
N 7r5 4 W
26.4
W141
N IT1825 w
18.
W142
N OB'194 W
44.74
W743
N 04 a801 w
24,Ur
W1441
N O3*5211 W
33.71
W1451
N 38 E
52.30
W148
N 00.290 w
34.98
W 471
N OIr7rOr E
39.61
IN 481
N 54'1036 W
1 2&43
W1491
S 7r3934r W
1 33.71
W150
S 27 S W 1
20.84
W151
S 03'404 W I48.78
W152
S 04'1128 E
74.82
W153
S O82508 E
-5O.Rr
W154
-rif 55 W
39.13
W135
N 8525 20 W
39.
W158
N W01 3 W
57.85
W-15
N 81 51 W
6&23
W156
N W
5&96
W739
N 83`1 45 W
10D.76
W760
N swifir W
S&a:
WI61
N 051833 W
saw
W162
N 20 25 W
22.43
W163
NOB' w
69.70
W164
N 171830 W
33.96
W1165
11 11'1 19 W
85.79
W786
N 21.2042 W
19.93
W787
N 842849 W
47
Wi68
5 40 00 W
BD.4
W169
S 11.18 13 E
7938
W170
S /02223 E
88.83
W1711
f 12*4534 E
48
W172 1
S 14'1455 E
30A9
W173 I
S 1011 E
94.38
W174 1
S 5707 w
I8.45
W175
S 7T51 2 W I3&78
LINE
I BEARING
DISTANCE
W1701
S 7043 48 W
2020
W177
N 103537 W
W-3-5
W178
S 353054 E
13.00
W779
1 S 2 38 E
3728
WIa0
1 S 670631 E
19.
R�:c�Frv�r� 1
I
FINAL DESIGN
NOT FOR CONSTRUCTION
® G P� n
N
SR 11114
OEOFOETOWNRD l,SFL tt631
PHASE ONE
SR 1184
BEACH DR. INC 179)
VICINITY MAP
NOT TO SCALE
NOTES:
SEE SW-4
E
REVISED PER NCDENR
COMMENTS
TRP
5/7/09
D
STORMWATER PERMIT MOD
POND 21
TRP
5/5/09
C
REVISIONS PER NCDENR
JWS
Iva/07
B
REVISIONS PER NCDENR
WRB
0/29/07
A
ISSUED FOR AGENCY REVIEW
WRB
10/10/07
R#'
DESCRIPTION
DAT ET
REVISIONS
OCEAN ISLE PALMS
SM
CAPE FEAR
Engineering, Inc.
151 Poole Rd. Suite 10D
BeIWiI6, NC 28451
TEL [phone]
FAX (910) 383-IM
www.capefearengineerin,q.com
DRAWN,
J. SIMS
SECT
NUMBER,
809-02
DESIGN, W. BRADLEY
CHECK,
W. BRADLEY
SCALE,
1'=200'
APPROVED,
P. DAMS
DATE.
10 OCT 07
P:\809\809-02\5TATE STORM\809-02-PHISTATE STORM.DWG
OCEAN ISLE PALMS
PHASE I
DRAINAGE AREAS
PROJECT BOUNDARY
PROJECT NUMBER SHEET NUMBER
809-02 SW-5
6
8
t

/
f_'SxsBW NNOx98"!N1 A] \
%¢b
77806
45� \
/
i
\ BOB lu
v —Y �"�W osw x+s+ 1+
VOLOW
'4M—E�
—soy5a�g �%e
SOOTSTC _/
99.77
\
950577s2L
s9as��0 scN077Zw SOb45E
59.wT66753M1
500'4ow
93esaroaew
sox ten1p
S05roz2Mn 43'JM NOON
psoa5041BpE
KXON
NSx'3SoE
007E
�+
I
P.l
N010
NBI'4093
64'
N621743E '�� --•
7%9r --
NA Mrz
1
i
i
94.d1
9AOT
9w � yam. sb.
sow
t
400' 0' 400' 800'
1 111i - 400'
ISSUED FOR
REGULATORY REVIEW
1
C STORMWATER PERMIT MOD TRP
POND 21 5/5/09
B REVISIONS PER NCDENR WRB
O/29/07
A ISSUED FOR AGENCY REVIEW WRB
10/10/07
REV.DESCRIPTION REV BY
REV1510N5 ,
OCEAN ISLE PALMS
SNi
CAPE FEAR
Engineering, Inc.
151 Poole Rd, SuBe 100
Belville, NC 28451
TEL /910) 3B3-7044
FAX (910) 383,1045
www.capefearengineering.com
DRAWN.
J. SIMS
PROJECT
NUMBER. 809-02
DESIGN. W. BRADLEY
CHECK.
W. BRADLEY
5CALE. 1•=400'
APPROVED,
P. DAMS
DATE, 10 OCT 07
P:\509\809-02\5TATE 5T0RM\809-02-PHISTATE 5T0RM.DWG
OCEAN ISLE PALMS
OVERALL
PROPERTY MAP
PROJECT NUMBER SHEET NUMBER
809-02 SW-6
•
i

L
RIM:
RIM:
44, y 4L' ' y 441, 44/ 4Y /
5TOR1" 1 SYSTEN 'J'
1
Cl #159 1,
RIM: 35.66IE: 3I.CII
Cl-
RIM: 3
.....
,.... � I E_ 28.
`'421 a-B Q
$84 ... -- 179
of
\'\ \ RIM: 32.3E
28 58
JH #150
RIM: 30.75
32.e0 IE: 27.00
29.05
i
-CI--#1591
IE4486 j
R : 21.I1
b
/ / t
A/ 5TORN SY5TEl"I
468 /
i
Cl #155
167 RIM: 23
IE: 20.1:
`l
/ 166 j
RIM:,
I:A
AMENITY CENTER TOTAL IMPERVIOUS AREA = 2.15 AC
FUTURE IMPERVIOUS - NOT TO BE CONSTRUCTED
WITHOUT APPROVED PLAN REVISION
#179
IM: 27.35
23.59
1 #178
IN: 25.59
21,34
CI #177
RIM: 24.86
IE: 20,61
•• • •• ••
•
SR 1184
q RGEjOwN4 Oko- FR11631
GEO
PHASE ONE
SR 1184
BEACH DR. (NC 179)
VICINITY MAP
NOT TO SCALE
r LEGEND
W W W W W
EXISTING TOPO
L CONTRACTOR TO FIELD VEWY ALL EXISTING
WDERGROU D Lm `WS BEFORE BEG14sM
CONSTRUCTIOM
2 PROJECT AREA " 108.90 ACRES
3. POTENTIAL WETLANDS DELINEATED ON PLAN.
4. ALL STORMWATER DEVICES TO BE LOCATED N
RECORDED DRAINAGE EASEMENTS.
5. STORMWATE12 PONDS AND ALL STORMWATER
PPES NOT LOCATED N DRAINAGE EASEMENTS
ARE LOCATED N COMMON AREAS,
6, ALL BLLT LPON AREA RUNOFF TO BE DIRECTED TO
THE PERMITTED STORMWATER SYSTEMS. NO
OFFSITE DRAINAGE AREAS ARE APPLICABLE
B REVISIONS PER NCDENR WRI5
10/29/07
A ISSUED FOR AGENCY REVIEW WRB
10/10/07
REV. DESCRIPTION DATE Y
#
20563
OCEAN ISLE PALMS
SM
CAPE FEAR
Engineering, Inc.
151 Poole Rd, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefearen_qineering.com
DRAWN.
M.CRUTCHFIELD
PROJECT
NUMBER, 809-02
DE54N. W. BRADLEY
CHECK=
W. BRADLEY
SCALE. 1"=50'
APPROVED,
P. DAMS
DATE, 10 OCT 07
P:\809\809-02\STATE STORM\809-02-PHISTATE 5TORM.DHG
OCEAN ISLE PALMS
PHASE I
AMENITY CENTER
FINAL DESIGN
NOT FOR CONSTRUCTION
PROJECT NUMBER SHEET NUMBER
809-02 1 SW-7
•

}
ADDITIONAL NOTES,
DRIVEWAY ACCESS AND PARIaNG LOT 14CUMM
N ROADWAY WPERVIOUS ALLOCATION,
/ Oki,
• _;
iL�LL
Ox
. ... ,• .•- -� \ .�\ `\\ _. coif.
41
228
42.74 a
17
\ i\ V
\ 22
ci #►24
4.2.48 \\ �-
}
i
40
CANOE AND KAYAK CLUB TOTAL IMPERVIOUS AREA = 0.06 AC
FUTURE IMPERVIOUS - DO NOT CONSTRUCT WITHOUT
APPROVED PLAN REVISION
SR 1184
qNp RGEjGwN FiD lSR AA*)
GAG
PHASE ONE
7
SR 1184
BEACH DR. (NC 179)
VICINITY MAP
NOT TO SCALE
c= �
W W W W W
L = = W POTENTIAL WETLANDS
® N E PROJECT EIOL-DARY
EXISTING TOPO
L CONTRACTOR TO FIELD VE2F'Y ALL EXISTING
LkIDERGROLM UTLITES BEFORE BEGt44NG
CONSTRUCTION.
2 PRO.ECT AREA • 108.90 ACRES
3. POTENTIAL WETLANDS DEId♦EATED ON PLAN.
4, AL. STORMWATER DEVICES TO BE LOCATE) N
RECORDED DRAINAGE EASEMENTS.
5. STOIZMWATE12 PONDS AND ALL STCRMWATER
PIPES NOT LOCATED N DRAINAGE EASEMENTS
ARE LOCATED N COMMON AREAS.
6. ALL BLLT LPON AREA RUNOFF TO BE DRECT® TO
THE PERMITTED STORMWATE2 SYSTEMS. NO
OFPSTE DRAINAGE AREAS ARE APPLICABLE
B I REVISIONS PER NCDENR WRB
A I ISSUED FOR AGENCY REVIEW IOI 10/07
R#' I DESCRIPTION DATE
DATE
REVISIONS
C.t1f 37 ^✓Y.
SEAL
205S3
OCEAN ISLE PALMS
SM
*`i4PL DEAR
Engineering, Inc.
151 Poole Rd, Sude 100
Belville, NC28451
TEL (910) W-1044
FAX [phone]
www.capefearengineering.com
OCEAN ISLE PALMS
PHASE I
CANOE &
KAYAK CLUB
•
FINAL DESIGN
NOT FOR CONSTRUCTION
PROJECT NUMBER SHEET NUMBER
809-02 SW-8
i.

BACK OF CURB
X __- MULCHING MATERIALS AND APPLICATION RATES ® �GP�.n,
.�'•. DRAIN PIPE j j MATERIAL RATE PER A RE QUALITY NOTES
•. .-s^. A. . dD N
Y - - - Y , • t- -' STRAW i-2 tans Dry, _whwped, shwld taro fro. wheat w Dotal *84
uuaeattwudt woad weeds. I, °Odto d dfw .ar rtachinel must A A .' Ar a-'( y I � � TEMPORARY SEEDINGGEGaETOWN- - • DRAIN PIPE > I SOLID TOp in �1 RASS TYPE I INITIAL FEKTIL
MAINt ', �.`•`• •e is t FOOTING RYE GRAIN 1-2 L55. NO✓. THRU -M. 25 LOS. 10-10-10 NA NA NAL.P MILLET 1-2 185. JUNE THRU AUG. 25 L.BS. 10-10-10 NA NA NA
_ PERMANENT SEEDING
X m MOU TIME OF
.� %9
PLAN SECTION X-X FOOTING (TYP.) GRA55 TYPE 1000 SF. 5EEDIG G BEACH DR. INC 179)
tt4 BARS B I2 O. BERMUDA, COMMON 1-2 LBS. APR. THRU TUNE 25 LBS. 10-10-IO MARCH- APRIL EACH 4-8 WEEKS AUG, - SEPT.
EACH WAY SECTION PLAN 12 L55. 10-10-10 1-2 LBS. N. 12 L55. 10-10-10 VICINITTO SCALE
TY MAP
SUGGESTED WETLAND SPECIES PLANTINGS FESCUE, TALL 5-7 L55. BEFIT. THRU OCT. 25 L35. 10-10-10 FEB. - MARCH MAY t DEC. SEPT. - OCT.
JUNCTION BOX ON I0,1 VEGETATIVE SNELF (POW) (1°JT')CKn" 31) FEB. THRU OCT. 12 LBS. 10-10-10 1/2 TO I I.S. N. 12 LBS. 10-10-10
GGNI 51/9FEQ, SERICFA LE<MID
1 FOR PIPES LESS THAN 36" .frusP. �NAtlE LESPEDEIA (SLOPE') 1-2 LBS. MARCH THRU APR. 25 LBS. 10-10-10 FEB. - MARCH 1/2 TO 1 LB. N. NA
Jk�
NOT TO SCALE �IStIchhlis som SSpike im f'o"9 me
�0 z0 Axlspim marnola swonp milkweed FRAME, GRATE t HOOD
VEGETATE POND SLOPES ABOVE PERMANENT
GENERAL NOTES: WATER LEVEL WITH BERMUDA GRA55
.' W iOx3q '.' I
1. TWO 4"x 4"x 3/8' ANGLE IRONS MAY BE SUBSTITUTED FOR THE WIOx39 BEAM.
t SIB• 2. ALL CONCRETE TO BE 36W P.S.1 COMPRESSIVE STRENGTH. i t ix
3. MORTAR JOINTS SHOULD BE BETWEEN 3/8" TO 5/8" THICK. VARIES 50' TO 80' RIGHT-OF-WAY ILI
OUTLET 4. ALL CATCH BASINS OVER 3 -b IN DEPTH TO BE PROVIDED WITH METAL STEPS ++
ON 1'-2' CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 20.12. VARIES VARIES n inn
.rr•.�,'.,t;. +,:•� :.T/r �',y�:i :••v;; •,.; •. . 5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK. z 2 CONC. }. R=28' 6" ;.'9 2'-2" b"
.• ` , . L 141_0" 141_011 24 CONC. (TYP) z
JUMBO BRICK WILL HE PERMITTED. ROLL CURB R.O.W. R.O.W.
„ „ , u ROLL CURB --: �
6. FOR 8 -O IN HEIGHT OR LESS USE a WALL OVER 8 -O IN HEIGHT USE 12"> I
• WALL TO 6'-0" FROM TOP OF WALL AND SJ WALL FOR THE REMAINING 6'-0". GUTTER GUTTER .o
SECTION Y-Y 7. FOR FRAME AND GRATE DETAIL SEE STANDARD 20.02. TYPICAL) TYPICAL_ �' B.O.G. Zv
8. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE I I/2' ASPHALT_ - E.O.P.
1
INSIDE WALL GROUTED AND BRUSHED SMOOTH. Nn
9. WEEP HOLE(5) SHALL BE PLACED IN BACK WALL. A STONE DRAIN C-ON515TING V2"' , 1/2'-FOOT
m E.O.P. E
IMENSIONS OF BOX AND PIP I/4 ,F00 C iy
OF I (ONE) CUBIC FOOT OF NUMBER 75M STONE CONTAINED IN A BAG OF FYI B.O.C. N IP SPAN ID EIGH W 10 POROUS FABRIC SHALL BE PLACED AT EACH WEEP HOLE.10. REFER TO 10.2q FOR PLACEMENT AT INTERSECTIONS. 7L4
D A B IN. H ENGT 6" AB0
It. SEE STANDARD NUMBER 10.2gA AND B FOR PLACEMENT OF CATCH BASIN.
15" 3'-O' 2'-4" 2'-bn 2'-10"
15" 3'-0" 2'-4' 2'-10' V-10" ROAD SECTION R-2°' SECTION X
24' 3'-°" 2'-4' 3'-4" 2'-I°° (OCEAN ISLE PALMS WAY, ST. LUGIA (EAST 4 WEST), (�
DOUBLE CONCRETE CATCH BASIN MARTINIQUE ST. ST VINCENT DR CALICOS COURT
NOT TO SCALE � �� � TYPICAL OUR -WAY FRAME, GRATE t HOOD
NORTH BIMINI RD. � ADELAIDE AVE.)
NOT TO SCALE INTERSECTION
NOT TO SCALE
ggI EOC TO EOC 50' RIGAT-OF-WAY m
/ VARIES VARIES PIPE DIA. m 6" 2'-2" 6"
J 240 CONC. 101_0u I0,_O,1 24 CONE.
ROLL CURB ROLL CURB
4 GUTTER '
E GUTTER .�
LANDSCAPED n (TYPICAL) -TYPICAL
1 I 1 1/21 ASPWALT
1/21,F FOOTJ .ai��y�/ RIPRAP
1/4',FOOT
' ' 51' EOC TO EOC �t I '�� SECTION x
6" I /-� C STORMWATER PERMIT MOD TRP
9' RIGHT OF WAY -A , 5/5/Oq
ROAD SECTION TYPICAL E`�Po"G /v_ 12" 12" 12" 12" ,
POND 21
(MARTINIQUE ST., ST. lNGENT DR., SECTION �%� _ a _ �B REVISIONS PER NCDENR o 2gio7
ADELAIDE AVE. 4 ANGUILLA LANE) ISOMETRIC VIEW I
i A ISSUED FOR AGENCY REVIEW WRB
l ( NOT TO SCALE ^I O 10/10/07
i
50' RIGHT -OF -WA'. m A A 24" 24" • REV. DESCRIPTION RREV.BY
DATE
z REVERSE SECTION STANDARD 5ECTIOFI
z 2 41, GO G ARIES 1 LVARIES 24 GONG. :3 o REVISIONS
' ROLL CURB to -o Io -o o $ 3 ROLL CURB 4 GUTTER DETAIL
20' ROAD W I DTN R LL CURB
" 4 GUTTER 4 GUTTER NOT TO SCALE y6"qNe"�d�rr
24" CURES I-I/2 I-2 (TYPICAL) I I/z' ASPHALT Lea P'APPRON�LENGTH °�y*4�t` 0 `rrr`��`�
I/2',F i '-FOOT K W' A RON WTT IN SLOPE 0 X FLOW
d -APRON D mEPTH PLAN EAL €�
CALCOS COURT CUL-DE-SAC
6• �` RIPRAP AT PIPE OUTLET d-! = .
SECTION A -A S °
u ROAD SECTION NOTES;'�-�• °
24CURBING°` ,.•°°°
NOT TO SCALE SEE APPROPRIATE SCHEDULE FOR DIMENSIONS Filter blanket
NOT TO SCALE (WHOLE GAY CIRCLE STA. 10+00 TO 14+00 1. La is the length of the rlprop apron.
BARBUDA BOULEVARD STA. 10+00 TO 12+00 2. d - 1.5 times the maximum stone diameter but
PIPE O.D.+80M MARTINIQUE STREET 5TA. 16+00 TO 21+50 not less than 6"
ADELAIDE AVENUE 5TA. 14+25 TO 28+75 3. A filter blanket or filter fabric should be
la BACKF1LL E CALCM COURT STA. 10+25 TO 16+28.58
( v Installed t rlprap soil f an.
if 7, 71 1' INITIAL BACKFILL. 5T VINCENT DRIVE STA. 17+00 TO 23+82.9)
(GLASEi 1 11 ORy�
I/4",� 111 5oIL5j
i / DETNOTAIL 5 APPLICABLE 3" MIN. 3" MIN.
FOR ALL PRESSURE C/L
. PIPE AND RIGID FRAME GRATE E
r OCEAN ISLE PALMS
6° SHAPED `GRAVITY
RBiCC14 PIPE. 2' 12' 10, 101 21 BACK OF CU I I r NOTE:
ALLEYWAY DETAIL Bu13 E RIGID PIPE �` v4•,Fr,� Y �{ L ' + ONCONNECTING' ZE TO EPIPPEESD SM
NOT TO SCALE TRENCH DETAIL 1-1/2" 1-2 ° 71,
WALL THICKNESS, As REQUIRED
1NOT TO SCALE l 1_ " n ' ( ( ---'- BY MANUFACTURER,
6n MIN. 4914-)
Z 6 ,.4 2 2 6 I i 1 1 CONCRETE, 4,000 PSI P 28 DAYS i/�j CAPE FEAR
24' ROLL CURB a BEHIND ivE KNOCK -OUT PANELS I ( 1 I REINFORCING: AS REQUIRED BY MFR. j Engineering, inc.
GUTTER (TYPICAL) CURB � IN ALL WALLS (T1'P.) -
1 ' I N I I 11 / 151 Poole Rd, Sue 100
RIPRAP APRON SCHEDULE - _ ALL INLETS SHALL BE DESIGNED Bemue, wc2"a51
TYPICAL ONE-WAY C4 1 1 X 3'-0" a X I I I ----- FOR H2O LOADINGS TEL [phone]"
OUTLET RIPRAP APRON --- www.capefearenqineering.com ..... :� ::..:..........:.:::: FAX (910)
Q-FLOW VELOCITY SECTION (SUPER -ELEVATED) N I I '-' F 3�
�p � ww.capefearengineering.com
11 1 if
FES # DIA.(D& )TYPE (CFS) FPS La' W' d' RIPRAP (CALCO5 COURT) PLAN
(FPS) CLASS } ( 6" 6 DRAWN,
NOT TO SCALE I } J. SIMS PROJECT 809-02
SECTION X DESIGN, W. BRADLEY NUMBER,
8 24" HDPE 8.96 6.47 12' 7' 12" 1 Y FRAME AND GRATE
�2'x2' OR 2'x3' CHECK. W. BRADLEY SCALE, AS NOTF�
p 2 PLAN OUTLET PIPE APPROVED. P. DAMS DATE. 10 OCT 07
18 24" HDPE 8.72 5.77 12' 7' 12" 1 I P:\6O9\809-02\5TATE 5T0RM\5O9-02-PHI5TATE STORM.DWG
27 18" HDPE 3.82 5.85 6' 4' 9" 1
I6' I6' Nei :.a F
BRICK, BLOCK, GMU N
30 60" RCP 72.59 14.16 50' 25' 30" B 2' 141 110 2' - _ OR PRECAST Box OCEAN ISLE PALMS
------- -------- W
1•, FT_ -- ------ - I I PHASE
92 24" HDPE 13.57 10.91 12' 7' 12" 1 "4"'�T - u4•. _.P/ I I
121 36" HDPE 25.14 8.54 18' 11' 12" B '-1n• I-2 z 6' 3'-0' (,a0 MIN. 6' 1w E
24' ROLL CURB 4 BEHIND N. ...: a:'P. :':v.;a
123 36" HDPE 19.45 4.66 18' 11' 12" B GUTTER (TYPICAL) CURB E. w PIPE �
„ 12' CRUSHED STONE SITE
162 48 HDPE 44.12 12.25 48 24 18 B
192 36" HDPE 31.66 10.92 24' 13' 181, B TYPICAL ONE ��-- �!\ \��\ /.� DETAILS
SECTION (SUPER -ELEVATED) SECTION Y SECTION FINAL DESIGN
205 36" HDPE 19 5.4 18' 10' 12" B CATCH BASIN
(WHALE GAY CIRCLE) CURB INLET FOR PIPES MORE THAN 18" DIA° NOT FOR CONSTRUCTION
POND 21
OUTLET 18" HDPE 12 1.5 6' 4' 9" B NOT TO SCALE PROJECT NUMBER SHEET NUMBER
NOT TO SCALE NOT TO SCALE 809-02 D-1

POND #12
194
_17 4CI
POND #14
JJ�
in b —
PLAN
18" HDP
OUTLET
INVERT:
- - - 35.85
1.0" DIA. STEEL PIPE
*NOTE:
TRASH SCREEN TO BE #4 REBAR • 4"
O.G. +- E.W., WELDED TO 3x3x1/8 ANGLE
FRAME; HOT DIP GALVANIZE ALL METALS
AFTER FABRICATION. SECURE TO OUTLET
5GREEN STRUCTURE.
BLOCK, CMU, OR
ST STRUCTURE.
TEMP. STORAGE ELEVATION
I�3.0" DIA. STEEL PIPE NORMAL 144TER
1 IFICE INVERT: BrkO T .o
OR
120 4
ATTACH GAFFOR
IZED WIRE CLOTH
(8 MESH 0.WIRE)
I SEE DETAIL POND' SECTION
POND BOTTOM: 30.0
6 CRUSHED STOPS FOOTING
#4 BARS 0 12" O.C., E.W. SECTION
POND OUTLET DETAIL - OS#110
NOT TO SCALE
EMERGENCY SPILLWAY
ELEVATION: 10.0'
v 1` -
*OTE,
TRASH SCREEN TO BE #4 REBAR 0 4"
O.G. +- E.W., WELDED TO 3x3x1/8 ANGLE
7�TPRECA5T
FRAME; HOT DIP GALVANIZE ALL METALS
AFTER FABRICATION. SECURE TO OUTLET
RASH SCREEN STRUCTURE.
BRICK, BLOCK, CMU, OR
STRUCTURE.
NORMAL 117
30" HDP SURFACE- 36.0
OUTLET
INVERT:
— — 35.12
I SEE DETAIL FOR POND SECTION
2' SUMP POND BOTTOM: 50.0
6' CIRISFED STOPS FOOTING
#4 BARS P 12" O.C., E. SECTION
EMERGENCY POND OUTLET DETAIL - OS#7ro
I NOT TO SCALE
OUTLET STRUCTURE
WITH TRASH RACK -
(4" MAX OPENINGS)
100 YEAR HIGH WATER ELEVATION: 39.61' M5L
(%� SHWT ELEVATION: 38.42'MSL TEMP�STORA E ELEVATION: 38.00' MSL_
10' NORMAL POOL ELEVATION: 36.0' MS�
3.0° ORIFIGE-�
BOTTOM OF "?
FOREBAY-30.0' M5L
POND #12 WITH FORESAY SECTION
NOT TO SCALE
RIP RAP I'
(D
OUTLET PIPE INVERT 9.9'
6" HDPE, WITH GALVENIZED STEEL
TRASH RACK TETHERED TO HDPE PIPE
BY STEEL CABLE
-4.v- VIA. rV(. rrr'C NORMAL WATER
ORIFICE INVERT: 5.0 1SURFACE- 6.0
v
12" —
/EG. SHELF
10' MAINTENANCE
ACCESS
TOP OF .0' M5L
I le" HDPE
I. PUMP WILL BE PROVIDED FOR
MAINTENANCE AND EMERGENCY DRAINAGE.
WETLAND SPECIES PLANTINGS
ON 100 VEGETATIVE SHELF
COMMON NAME
Jlmcus effusua Soft rush
Iris versicolor Blue flag
Dletlahli5 spicato Spike grass
Asclepias incarnata Swamp milkweed
VEGETATE POND SLOPES ABOVE PERMANENT
WATER LEVEL WITH BERMUDA GRASS
kf*T;KKiE PI:SREAMAvIC
LLWAY ELEV. -
TER FABRIC
6" HDPE, WITH GALVENIZED STEEL
TRASH RACK TETHERED TO HDPE PIPE
BY STEEL CABLE
N�'�,Z�ATTACH GALVANIZED WIRE CLOTH
(8 MESH 0.020 WIRE)
SEE DETAIL FOR POND SECTION
r
POND BOTTOM: -5.0
POND OUTLET DETAIL
NOT TO SCALE
6_HDPIS
6' HDPE
6 1DPE
4g
rTOZE
12C)O'
IO'VEG. SHELF w'^P I V
1
10' MAINTENANCE
ACCESS w�.� POND SWAY PLAN
NOT TO SCALE
TOP OF POND: I .O' M5L
10' EMERGENCY SPILLWAY: ELEVATION 10.0' n
— -- — , � � � � � � _ TEMPS STORAGE ELEVATION: 9�9' MS _ � �
_ _ _ _ _ _ NORMAL POOL ELEVATION: 8.0' MSL 3 APPROVED -��
SHWT ELEVATION: 6.83'MSL _ _ _ 10 1 I
a.o° ORIFICE NORTH CAROLINA ENVIRONMENTAL
BOTTOM OF - 3 MANAGEMENT COMMISSION
FOREBAY--5.0' MSL I
POND BOTTOM:-5.O' MSL DIVISION Or �,tiIQA.TER QUALITY
IPU`MLP WILL BE PROVIDED FOR 30. �, 1 ��`�`�`� ✓
MAINTENANCE AND EMERGENCY DRAINAGE.
POND #14 WITH FORESAY SECTION``
�y
NOT TO SCALE
SR 1184
qNp RGE,10yJN RD.l5a �A631
Gee
PHASE ONE
SR 1184
BEACH DR. (NC 179)
VICINITY MAP
NOT TO SCALE
LEGEND
PROPOSED
EXISTING
GATE VALVE
►�
FIRE HYDRANT
TEE
CROSS
REDUCER
+
WATER SERVICE
f-
CLEANOUT
—O
SEWER SERVICE
(SINGLE)
DRAINAGE EASEMENT
D.E.
WATERLINE
-4$WL-
FORCEMAIN
-PFIk-
FES
RIP RAP
CURB INLET
■
JUNCTION BOX
•
CONTOURS
WETLANDS
N'
ISSUED FOR
CONSTRUCTION
E
REVISED SEASONAL HIGH
WATER TABLE FOR POND #12
JWS
2 08
D
REMOVED CLAY LINER
FROM POND #12
JWS
15 08
C
REVISED STORM DRAIN
WRB
2040
B
ISSUED FOR CONSTRUCTION
JWS
1 14 07
A
ISSUED FOR AGENCY REVIEW
WRB
4/21 07
REV.
DESCRIPTION
Y
pA�
REVISIONS
OCEAN ISLE PALMS
SM
CAPE FEAR
v�vEngineering,
Inc.
151 Poole Rd Suite 100
Belville, NC 28A51
TEL [phone]
FAX [phone]
www.capefearengineering.com
DRAWN : J. SIMS PROJECT
809-02
DESIGN : W. BRADLEY NUMBER
CHECK : W. BRADLEY SCALE : 1"-50'
APPROVED : ROAMS DATE : 14 NOV 07
OCEAN ISLE PALMS
PHASE IA
STORMWATE12 PONDS
DETAILS SHEET
PROJECT NUMBER SHEET NUMBER
809-02 C-13
Wd L L 7S:E 800Z/Z19 - L 3rJHd 1 onH LSNO::�-V [ Hd FJM(IZO 608 608 d - , - ,

STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAM
t
BLADEN /.
FENDER
/ - r
l 'tij
COLUMBUS / tvp6
i
_ _ --- NEW HANPVER
i•
% t
of
, 1
�-" BRUNSWICK I
� 1 �
.. i
•\t
DATUM INFORMATION
The projection used in the preparation of this map was the North Carolina
State Plane (FIPSZONE 3200). The horizontal datum was the North American
Datum of 1983, GRS80 ellipsoid. Differences in datum, ellipsoid, projection, or
Universal Transverse Mercator zones used in the production of FIRMS for adjacent
jurisdictions may result in slight positional differences in map features across
jurisdictional boundaries. These differences do not affect the accuracy of this
FIRM. All coordinates on this map are in U.S. Survey Feet, where
1 U.S. Survey Foot = 1200/3937 Meters.
Flood elevations on this map are referenced to the North American Vertical
Datum of 1988 (NAVD 88). These flood elevations must be compared to structure
and ground elevations referenced to the same vertical datum. An average
offset between NAVD 88 and the National Geodetic Vertical Datum of 1929
(NGVD 29) has been computed for each North Carolina county. This offset was
then applied to the NGVD 29 flood elevations that were not revised during the
creation of this statewide format FIRM. The offsets for each county shown on
this FIRM panel are shown in the vertical datum offset table below. Where a
county boundary and a flooding source with unrevised NGVD 29 flood elevations
are coincident, an individual offset has been calculated and applied during the
creation of this statewide format FIRM. See Section 6.1 of the accompanying
Flood Insurance Study report to obtain further information on the conversion of
elevations between NAVD 88 and NGVD 29. To obtain current elevation,
description, and/or location information for bench marks shown on this map,
please contact the North Carolina Geodetic Survey at the address show below.
You may also contact the Information Services Branch of the National Geodetic
Survey at [phone], or visit their website at www.nas.noaa.00v.
North Carolina Geodetic Survey County Average Vertical Datum Offset Table
121 West Jones Street County Vertical Datum Offset ft
Raleigh, NC 27601 Brunswick -1.06
[phone]
www.ncgs.state.nc.us
Example NAVD 88 = NGVD 29 + - 0
All streams listed in the Flood Hazard Data Table below were studied by
detailed methods using field survey. Other flood hazard data shown on this
map may have been derived using either a coastal analysis or limited detailed
riverine analysis. More information on the flooding sources studied by these
analyses is contained in the Flood Insurance Study report.
FLOOD HAZARD DATA TABLE
Floodway Width (feet)
Left/Right Distance From
1%Annual Chance
The Center of Stream to
Cross
Stream
Flood Discharge
(100-year)
Encroachment Boundary
Section
Station
(cfs)
Water -Surface Elevation
(Looking Downstream) or
(feet NAVD 88)
Total Floodway Width
JINNYS BRANCH
241
24,110
650
246
24,612
650
249
24,947
610
251
25,094
610
253
25,315
610
258
25,788
610
266
26,550
570
269
26,897
530
270
27,018
530
530
7
302
30,160
1 450
305
30,499
400
SHALLOTTE RIVER
681
68,143
1 726
688
68,849
1,726
696
69,631
1,726
703
70,290
1,726
713
71,259
1,495
721
72,080
1 1,495
11.52
11.52
11.52
16.7
16.7
16.8
16.8
16.8
16.9
17.1
18.0
20.8
22.2
23.5
25.1
11 25.7
22.6
22.8
23.0
23.3
23.6
11 24.0
25 / 24
37 / 533
31 / 313
34/41
82 / 43
40 / 85
32 / 92
8 / 118
15 / 159
8 / 143
8 / 142
49 / 44
10 / 11
21 / 21
17 / 17
144 / 279
136 / 314
234 / 213
260 / 14
128 / 127
I Feet above mouth
' Elevation Includes coastal surge from Atlantic Ocean
'Width does not match panel due to adjustment of the mapped floodway to incorporate adjacent water bodies.
r,
n
This digital Flood Insurance Rate Map (FIRM) was produced through a unique
cooperative partnership between the State of North Carolina and the Federal
Emergency Management Agency (FEMA). The State of North Carolina has
implemented a long term approach of floodplain management to decrease
the costs associated with flooding. This is demonstrated by the State's com-
mitment to map floodplain areas at the local level. As a part of this effort, the
State of North Carolina has joined in a Cooperating Technical State agreement
with FEMA to produce and maintain this digital FIRM.
www.ndloodmaps.com
2 160 000 FEET
70 000 FEE'
33°56'31
3758 000 u
33°56'(
(r
W
LL
Z
a
a
V
z
3757 0D0 M
33°55'30
62 500 FEEI
3756 000 m
33°55'0
60 000 FEE'
2 161
ONE AE'
Q
Shallotte River
L-
eon FFFT
ZONE X
ZONE X
ZONE X
78°28'0"
w---...
I I
�• w•
ZONE AE
03 ZONE X
696
Brunswick County
Unincorporated Areas
370295
OVO GGORGEZ 0�.1N KO SVJ
ZONE X
734 000 M
ZONE AE
N
FLOODING EFFECTS FROM
SHALLOTTE RIVER
ZONE X
Brunswick County
Unincorporated Areas
370295
SIN
0 190 cnn CCCT
78'27'30" JOINS PANEL 1067
135_
0b
ZONE X �5Q°
�P
ZONE X
ZONE X ZONE AE
2.
24
78°27'0" 2 167 500 FEET 78°26'30"
Brunswick County
Unincorporated Areas
370295
LIMIT OF DETAILED STUDY
✓innys Branch
736 000 M
ZONE X
s�
DO)
ZONE X
Brunswick County
Unincorporated Areas
370295
�X. SJ-tuvtio
PBnA
LJ
4.ti. Pnn
291 22
21 ZONE X OJGNs� sN 0
2e7
ZONE AE
m
im
ZONE XN 19 _
18
280
• 17 ,
ZONE X
Jinnys Branch
275 17 ZONE X 251
253 ZONE AE\ s oNE's 17
THROW DR SW
17 266 Jinni 258
276
Branch
269
735000 M 736000 M
Pero(
� fa
ZONE X
WILLOW RUN ST
CypR�ss ClR
FLOODING EFFECTS FROM
JINNYS BRANCH
t 3
MM
ZONE X
249 ZONE AE 2� ZONE X
(EL 12)
241
in 1 6
u FEE I
70 000 FEET
13°56'30"
37580"
37 500 FEET
3°56'0"
3757 OOD M
3°55'30"
3756 DOD M
°55'0"
) 000 FEET
7n-2e'u- - ----- --
78'27'30° JL)INJ HANEL 1Ubb
78°27'0"
78°26'30"
z it uuu FEET
NOTES TO USERS
This map is for use in administering the National Flood Insurance program. It does not
Boundaries of the floodways were computed at cross sections and interpolated between
Base map features shown on this map, such as corporate limits, are based on the most up-
An accompanying Flood Insurance Study report, Letter of Map Revision (LOMR) or Letter of
necessarily identify all areas subject to flooding, particularly from local drainage sources of
cross sections. The floodways were based on hydraulic considerations with regard to
to -date data available at the time of publication. Changes in the corporate limits may have
Map Amendment (LOMA) revisingportions of this panel, and digital versions of this FIRM may
P P g Y
small size. The communityma repository should be consulted for possible updated or
P P N P P
requirements of the National Flood Insurance Program. Floodway widths and other pertinent
4 9 Y P
occurred since this ma was p appropriate
p published. Ma users should consult the a ro riate
be available. Visit the North Carolina Floodplain Mapping Program website at
additional flood hazard information.
floodway data are provided in the Flood Insurance Study report for the jurisdictions.
community official or website to verify current conditions of jurisdictional boundaries and base
www.ncfloodmar)s.com, or contact the FEMA Map Service Center at 1-800-358-9616 for
detailed information in areaswhere Base Flood Elevations BFEs and/or
To obtain more d d I (BFEs) a d/ r
Certain areas not in Special Flood Hazard Areas may be protected by flood control
ma features.
P
informationon all related roducts associated wit h this FIRM. The FEMA Ma ServiceCenter
P P
may also be reached by Fax at 1-800-358-9620 and their website at www.fema.gov/msc.
ae e floodways have been determined users encouraged to consult the Flood Profiles
y g
structures. Refer to Section 4.4 "Floe d Protection Measures" of the Flood Insurance Study
This map reflects more detailed and up-to-date stream channel configurations than those
Floodway Data and/or Summary of Stiliwate, Elevations tables contained within the Flood
report for information on the flood control structures in the jurisdictions,
shown on the previous FIRM for this jurisdiction. The floodplains and floodways that were
Insurance Study (FIS) report that accompanies this FIRM. Users should be aware that BFEs
transferred from the previous FIRM may have been adjusted to conform to these new stream
MAP REPOSITORY
shown on the FIRM represent rounded wholrfoot elevations. These BFEs are intended for
Base map information and geospatial data used to develop this FIRM were obtained from
channel configurations. As a result, the Flood Profiles and Floodway Data tables in the Flood
flood insurance rating purposes only and siould not be used as the sole source of flood
various organizations, including the participating local community(ies), state and federal
Insurance Study report (which contains authoritative hydraulic data) may reflect stream
Refer to listing of Map Repositories on Map Index visit .com.
elevation information. Accordingly, flood elevation data presented in the HIS report should be
agencies, and/or other sources. The primary base for this FIRM is aerial imagery acquired as
channel distances that differ from what is shown on this map.
EFFECTIVE DATE OF FLOOD INSURANCE RATE MAP PANEL
C MAP PANEL
utilized in conjunction with the FIRM fol purposes of construction and/or floodplain
P P
art of the National Digital Ortho hoto Program. The time period of collection for the imagery
P 9 P 9 p 9 Y
JUNE 2, 2006
management.
is 1998-1999. Information and geospatial data supplied by the local community(ies) that met
Please refer to the separately printed Map Index for an overview map of the county showing
EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL
FEMA base map specifications were considered the preferred source for development of the
the layout of map panels; community map repository addresses; and a Listing of Communities
For community map revision history prior to statewide mapping, refer to the Community Ma History table
Y p Y
Coastal Base Flood Elevations shown of this map apply only landward of 0.0' North
base map. See geospatial metadata for the associated digital FIRM for additional information
table containing National Flood Insurance Program dates for each community as well as a
located in the Flood Insurance Study reportforthis jurisdictio.
American Vertical Datum of 1988 (NAVD 88).Jsers of this FIRM should be aware that coastal
about base map preparation.
listing of the panels on which each is located,
flood elevations are also provided in the Sun nary of Stillwater Elevations tables in the Flood
To determine if flood insurance is available in this community, contact your insurance agent, the North Carolina
Insurance Study report for this jurisdiction.:Ievations shown in the Summary of Stillwater
If you have questions about this map, or questions concerning the National Flood Insurance
Division of Emergency Management or the National Flood Insurance Program at the following phone numbers
Elevations tables should be used for constrction and/or floodplain management purposes
Program in general, please call 1.877-FEMA MAP (1-877-336-2627) or visit the FEMA
or websites:
when they are higher than the elevations shorn on this FIRM.
website at www.fema.gov.
NC Division of Emergency Management National Flood Insurance Program
[phone] www.nccrimecontrol orefnfio 1-800-638-6620 www.fema.eov/nfio
LEGEND
SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO
INUNDATION BY THE 1% ANNUAL CHANCE FLOOD
The 1% annual chance flood (100-year flood), also known as the base flood, is the flood
that has a 1% chance of being equaled or exceeded in any given year. The Special
Flood Hazard Area is the area subject to flooding by the 1% annual chance flood. Areas
of Special Flood Hazard include Zones A, AE, AH, AO, AR, A99, V, and VE. The Base
Flood Elevation is the water -surface elevation of the 1 % annual chance flood.
ZONE A No Base Flood Elevations determined.
ZONE AE Base Flood Elevations determined.
zoNE AH Flood depths of 1 to 3 feet (usually areas of pending); Base Flood
Elevations determined.
ZONE AD Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain);
average depths determined. For areas of alluvial fan flooding, velocities
also determined.
ZONE AR Special Flood Hazard Area formerly protected from the 1% annual
chance flood by a flood control system that was subsequently
decertified. Zone AR indicates that the former flood control system is
being restored to provide protection from the 1% annual chance or
greater flood.
ZONE A99 Area to be protected from 1% annual chance flood by a Federal
flood protection system under construction; no Base Flood Elevations
determined.
ZONE VE Coastal flood zone with velocity hazard (wave action); Base Flood Elevations
determined.
FLOODWAY AREAS IN ZONE AE
The floodway is the channel of a stream plus any adjacent flocdplain areas that must be
kept free of encroachment so that the 1% annual chance flood can be carried without
substantial increases in flood heights.
OTHER FLOOD AREAS
ZONE Areas of 0.2% annual chance flood; areas of 1% annual chance flood
with average depths of less than 1 foot or with drainage areas less than
1 square mile; and areas protected by levees from 1% annual chance
flood.
OTHER AREAS
ZONE X Areas determined to be outside the 0.2% annual chance floodplain.
ZONE D Areas in which flood hazards are undetermined, but possible.
COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS
� N OTHERWISE PROTECTED AREAS (OPAs)
CBRS areas and OPAs are normally located within or adjacent to Special Flood Hazard Areas.
- - 1% annual chance floodplain boundary
0.2% annual chance floodplain boundary
----- Floodway boundary
- Zone D Boundary
...... CBRS and OPA Boundary
Boundary dividing Special Flood Hazard Areas of different
Base Flood Elevations, flood depths or flood velocities.
513 Base Flood Elevation line and value; elevation in feet"
(EL 987) Base Flood Elevation value where uniform within zone;
elevation in feet*
`Referenced to the North American Vertical Datum of 1988
o1z Cross section line
P3 --
_ _ _ Y3 Transact line
97°0T30°, 32°22'30^ Geographic coordinates referenced to the North American
Datum of 1983 (NAD 83)
4276 coots 1000-meter Universal Transverse Mercator grid ticks, zone 17
1477500 FEET 2500-fool grid values: North Carolina State Plane coordinate
system (FIPSZONE 3200, Slate Plane NAD 83 feet)
BM5510X North Carolina Geodetic Survey bench mark (see explanation
in the Datum Information section of this FIRM panel).
BM5510® National Geodetic Survey bench mark (see explanation in
the Datum Information section of this FIRM panel).
• M1.5 River Mile
MAR 0 9 2009
4
GRID NORTH
MAP SCALE 1" 500' (1 6,000)
250 0 500 1000
FEET
METERS
150 0 150 300
PANEL 1066J
FIRM
®
m
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
CD
m
PANEL 1066
(SEE LOCATOR DIAGRAM OR MAP INDEX FOR FIRM
PANEL LAYOUT)
CONTAINS:
COMMUNITY CID No. PANEL SUFFIX
BRUNSWICKCOUNTY 370295 1066 J
m
Notice to User: The Map Number shown below should be used
when placing map orders; the Community Number shown
above should be used on insurance applications for the subject
community.
EFFECTIVE DATE MAP NUMBER
®
JUNE 2, 2006 3720106600J
r , if xl,.y I.
>t -
I'
V ?
®
T ...
State of North Carolina
Federal Emergency Management Agency

STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAM
2 160 000 FEET 78°28T 78°27r30° JOINS PANEL 1066 78°27'0" 2 167 500 FEET 78°26'30" 2 170 000 FEET
�•�. 734 coo M 735 0m M 736 ow M
�., 60 000 FEET i i �I I I 60 000 FEET
BLADEN ZONE X ZONE AE ZONE,X,
FENDER
-,.�• h•� .. ^ fir, !•t • . >' ` Jinnys Branch s
ZONE AE ZONE ZONE
•1 •U S
Ld EL 1 )
coLUMBUS / rb0z 266 ZONE X OCEAN AIRE RD SW 253 251 N9 Yla 241
% r 258 ZONE.X
_ — NEW HANPVER ZONE X
`•. /� t ZONEX A PARTRIDGE RD SW
1. T Z
Jinnys Branch
� J
ZONE AE
e'
� (EL 12)
/-% BRUNSWICK t ZONE X
•233
V�
P\RRp S I
ZONE X
—•---,_ z
�. m
! �S 3755000M m
a 0 3755 ow M
O
A
33°54'30"
DATUM INFORMATION
The projection used in the preparation of this map was the North Carolina
State Plane (FIPSZONE 3200). The horizontal datum was the North American
Datum of 1983, GRS80 ellipsoid. Differences in datum, ellipsoid, projection, or
Universal Transverse Mercator zones used in the production of FIRMS for adjacent
jurisdictions may result in slight positional differences in map features across
jurisdictional boundaries. These differences do not affect the accuracy of this
FIRM. All coordinates on this map are in U.S. Survey Feet, where
1 U.S. Survey Foot = 1200/3937 Meters.
Flood elevations on this map are referenced to the North American Vertical
Datum of 1988 (NAVD 88). These flood elevations must be compared to structure
and ground elevations referenced to the same vertical datum. An average
offset between NAVD 88 and the National Geodetic Vertical Datum of 1929
(NGVD 29) has been computed for each North Carolina county. This offset was
then applied to the NGVD 29 flood elevations that were not revised during the
creation of this statewide format FIRM. The offsets for each county shown on
this FIRM panel are shown in the vertical datum offset table below. Where a
county boundary and a flooding source with unrevised NGVD 29 flood elevations
are coincident, an individual offset has been calculated and applied during the
creation of this statewide format FIRM. See Section 6.1 of the accompanying
Flood Insurance Study report to obtain further information on the conversion of
elevations between NAVD 88 and NGVD 29. To obtain current elevation,
description, and/or location information for bench marks shown on this map,
please contact the North Carolina Geodetic Survey at the address show below.
You may also contact the Information Services Branch of the National Geodetic
Survey at [phone], or visit their website at www.ngs.noaa.gov.
North Carolina Geodetic Survey County Average Vertical Datum Offset Table
121 West Jones Street County Vertical Datum Offset (ft)
Raleigh, NC 27601 Brunswick -1.06
[phone]
www.ncgs.state.nc.us
Example NAVD 88 = NGVD 29 + -1.0
All streams listed in the Flood Hazard Data Table below were studied by
detailed methods using field survey. Other flood hazard data shown on this
map may have been derived using either a coastal analysis or limited detailed
riverine analysis. More information on the flooding sources studied by these
analyses is contained in the Flood Insurance Study report.
FLOOD HAZARD DATA TABLE
Floodway Width (feet)
Lefl/Rlght Distance From
The Center of Stream to
Encroachment Boundary
(Looking Downstream) or
Total Floodway Width
Cross
Section
Stream
Station
Flood Discharge
(cFs)
17, Ann(100-yearual Chance
)
Water -Surface Elevation
(feet NAVD 88)
JINNYS BRANCH
233
700
11.52
29 / 30
241
650
11.52
25/ 24
246
N253125
650
11.52
37 / 533
249
610
11.52
31 / 313
251
610
16.7
34 / 41
253
610 11
16.7
11 82 / 43
258
1 25,788
610
11 16.8
40 / 85
266
1 26,550
570
11 16.8
32 / 92
' Feel above mouth
Elevation includes coastal surge from Atlantic Ocean
'Width does not match panel due to adjustment of the mapped floodway to incor orate adjacent water bodies
'snr e'
i
r
�t
. a
This digital Flood Insurance Rate Map (FIRM) was produced through a unique
cooperative partnership between the State of North Carolina and the Federal
Emergency Management Agency (FEMA). The State of North Carolina has
implemented a long term approach of floodplain management to decrease
the costs associated with flooding. This is demonstrated by the State's com-
mitment to map floodplain areas at the local level. As a part of this effort, the
State of North Carolina has joined in a Cooperating Technical State agreement
with FEMA to produce and maintain this digital FIRM.
www.ncfloodmaps.com
33°54'30" -
Town of Ocean Isle Beach
Extraterritorial Jurisdiction 57 soo FEET
0
0 375357
EAST`NIND OR S\N I0T1
Brunswick County o z
Unincorporated Areas z m fn
370295 �_ o
o 5598
29LB2 0
N a
r_
[' 004 1 O
ZONE X soo
ZONE X
0
DR SW
ZONE X y NORTHWIND ?PRKSR
y Town of Ocean Isle Beach
o z - 375357 A o
_ m C '11
J 2 p �. to
W t„ _ D
Z �c EAST AVE SW � ZONE Z O O
3754 coo M d O PEARL ST SW r0
- A N � BEACH OR SW _ Y J
N v -< BAXLEY WAY SW 0 n Ut O Z
O D CULPEPPER RD SW T W
Z G Z v T. m m. `z A N r D ._. Q 33°54'0"
33°54'0"� ROBINSON ST SW G m N� A Z Z A m A TOLMAN ST SIN < Z (p to3754 coots
f m m O m
C Z ➢ m � Z
m � �
Z APPLETREE ST SW A m N A 5 A
904 179 u,� o `2 D LIVE OAK AVE SW
0 Po ZONE VE
D ZONE AE. u'' (EL 17)
PEARLIE CT SW P PCE DR e\N (EL 14).
14TH ST SW ZONE X
PIGOTT AVE SW EYDALE ZONE X ,
A ABB
� ZONEAE . • C
LAKE TREE OR SW ZONE X Z (EL 15)
13TH ST SW
ZONE X 12 STIRRUP.CT SW
ZONE AE
It
EL 16)
ZONE AE
12TH ST sw <5 WICKER LN SW ZONEVE
(EL A
10 • • • ZONE AE. • • •
ZO Q-OS��P , • ZONE X , • • ZONE AE (EL 14) • • • • • ELLE TRL SW
'• '') \
MAZ
EL 16
• • (EL 15) \\\
v ZONE AE
0 5 11TH ST SW ZONE AE 0�5� 4,- (EL 14) ZONE AE „ ZONE X
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up ya O (EL 15) ( )
MAGNOLIA ST SW b O �OP�
c �F N� 10TH ST SW y O 0P S� I ZONE VE \\
10
oa �� ZONEX . . :,'•'-':
ZONE •
N m ZONE AE I:
N -
F s S \ ~ZONE AE
1AN \ ROBERTA RD SW ZONE VE \ \
ZONE NS'C (EL 16) \\ (EL 16) \\
a 6 ZONE X ZONE AE
:.. . . . . . .
6 \
52500 FEET ZONE
ZONE AE i atN o \
33°53'30 • • on
(EL 14) // OS'C S,tf • • l\\\ \\ Town of Ocean Isle .Beach \\\ 33°53'30"
3753 coots % A-LRED ST SIN 2N \\ ZONE VIE \\ 375357 I
\ 1j. MARY ST SW ` • • • SW \ \ ZONE AE .. (EL 16IntY0.0 ,, lelw[ty . O \ \ \ \\ 3753000 M
\\ ...• : • ` 1g't. Sj \ (EL 15) postal a , \ \
ST
cESTER sW W -Z \ ZONE VE
IZONE VE O
Up 0
ZONE VE P VIP,
EL 17) N ZONE AE
C3
ZONE AE , Z (EL 15) \\
EL 14) ZONE X <. tvn ,\\\ ZONE
ZONE AE\\
{\ ZONE VE ZONE 6VE
ZONE VE \ "�
(El 16) \ ZONE X \ \ \ . (EL 17) OXFORD ST \
Town of Ocean Isle Beach \ \
ZONE AE Extraterritorial Jurisdiction ZONE AE W I\A"" Sf
\\ ZONE VE. (EL 14) TROY ST
375357
U1 O (EL 16) , ZONE X \ Zm , ZONE AE SHELBY STEL 14)
• • • ST \
ZONE VIE \\ o �sEGOND
\\ (EL 17) v O ZONE
\\
\\ \\\ Ae m °o ' . \\ ,oUR NST :. ZONE AE F\RST:.Sj 1
50 000 FEET I 1
736 734 coots 7
0c0 m \ Doom 50 000 FEET
78 28 0 2 162 500 FEET z7 0 2 FEET 78°27'30" JOINS PANEL 1064 A t ! 78°26'30° 2170 000 FEET
NOTES
TO USERS
This map is for use in administering the National Flood Insurance program. It does not
Boundaries of the floodways were computed at cross sections and interpolated between
Base map features shown on this map, such as corporate limits, are based on the most up-
An accompanying Flood Insurance Study report, Letter of Map Revision (LOMR) or Letter of
necessarily identify all areas subject to flooding, particularly from local drainage sources of
cross sections. The floodways were based on hydraulic considerations with regard to
to -date data available at the time of publication. Changes in the corporate limits may have
Map Amendment (LOMA) revising portions of this panel, and digital versions of this FIRM may
small size. The community map repository should be consulted for possible updated or
other pertinent
uirements of the National Flood Insurance Program. Floodway widths and ertIbe
requirements g y p
occurred since this ma was published. Ma users should consult the appropriate
p p pp
li F
available. Visit the North Carolina Floodplain Mapping Program website at
pp g g
additional flood hazard information.
Floodway data are provided in the Flood Insurance Study report for the jurisdictions.
community official or website to verify current conditions of jurisdictional boundaries and base
www.ncfloodmai)s.com, or contact the FEMA Map Service Center at 1-800-358-9616 for
map features,
information on all related products associated with this FIRM. The FEMA Map Service Center
r w Elevations BFEs and/or
To obtain more detailed information in areas here Base Flood EI (BFEs)p
Certain areas n of in Special Flood Hazard Areas may be protected b flood control
Y p Y
also b reached b Fax at 1-800-358-9620 and their website atwww.fema. ov msc.
ma o a r c d e/
Y Y
floodways have been determined, users a'e encouraged to consult the Flood Profiles,
structures. Refer to Section 4.4 "Flood Protection Measures" of the Flood Insurance Study
This map reflects more detailed and up-to-date stream channel configurations than those
Floodway Data and/or Summary of Stillwater, Elevations tables contained within the Flood
report for information on the flood control structures in the jurisdictions.
shown on the previous FIRM for this jurisdiction. The floodplains and floodways that were
MAP REPOSITORY
Insurance Study (FIS) report that accompanies this FIRM. Users should be aware that BFEs
transferred from the previous FIRM may have been adjusted to conform to these new stream
shown on the FIRM represent rounded whole -foot elevations. These BFEs are intended for
Base map information and geospatial data used to develop this FIRM were obtained from
channel configurations. As a result, the Flood Profiles and Floodway Data tables in the Flood
Refer to listing of Map Repositories on Map Index or visit www.ncfloodmaos.Com.
flood insurance rating purposes only and should not be used as the sole source of flood
various organizations, including the participating local community(ies), state and federal
Insurance Study report (which contains authoritative hydraulic data) may reflect stream
EFFECTIVE DATE OF FLOOD INSURANCE RATE MAP PANEL
elevation information. Accordingly, flood elevation data presented in the PIS report should be
agencies, and/or other sources. The primary base for this FIRM is aerial imagery acquired as
channel distances that differ from what is shown on this map.
JUNE 2, 2006
utilized in conjunction with the FIRM for purposes of construction and/or floodplain
part of the National Digital Orthophoto Program. The time period of collection for the imagery
EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL
management.
is 1998-1999. Information and geospatial data supplied by the local community(ies) that met
Please refer to the separately printed Map Index for an overview map of the county showing
FEMA base map specifications were considered the preferred source for development of the
the layout of map panels; community map ,epos itory addresses; and a Listing of Communities
For community map revision history prior to statewide mapping, refer to the Community Map History table
Coastal Base Flood Elevations shown on this map apply only landward of 0.0' North
base map. See geospatial metadata for the associated digital FIRM for additional information
table containing National Flood Insurance Program dates for each community as well as a
located in the Flood Insurance Study report for this jurisdiction.
American Vertical Datum of 1988 (NAVD 88). users of this FIRM should be aware that coastal
about base map preparation.
listing of the panels on which each is located.
To determine if flood insurance is available in this community, contact your insurance agent, the North Carolina
flood elevations are also provided in the Sunmary of Stillwater Elevations tables in the Flood
Insurance Study report for this jurisdiction. --levations shown in the Summary of Stillwater
If you have questions about this map, or questions concerning the National Flood Insurance
Division of Emergency Management or the National Flood Insurance Program at the following
9 Y 9 9 g phone numbers
or websites:
Elevations tables should be used for constriction and/or floodplain management purposes
Program in general, lease call 1-877-FEMA MAP 1 877-336-2627 or visit the FEMA
9 9 P (- )
when they are higher than the elevations shovn on this FIRM.
website at www.fema.00v.
NC Division of Emergency Management National Flood Insurance Program
[phone] www.nccrimecontrol.orail 1-800-638-6620 www.fema.eov/nfio
IN *CT4 ilk] oil
SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO
INUNDATION BY THE 1% ANNUAL CHANCE FLOOD
The 1% annual chance flood (100-year flood), also known as the base flood, is the flood
that has a 1% chance of being equaled or exceeded in any given year. The Special
Flood Hazard Area is the area subject to flooding by the 1% annual chance flood. Areas
of Special Flood Hazard include Zones A, AE, AH, AO, AR, A99, V, and VE. The Base
Flood Elevation is the water -surface elevation of the 1% annual chance flood.
ZONE A No Base Flood Elevations determined.
ZONE AE Base Flood Elevations determined.
ZONE AH Flood depths of 1 to 3 feet (usually areas of ponding); Base Flood
Elevations determined.
ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain);
average depths determined. For areas of alluvial fan flooding, velocities
also determined.
ZONE AR Special Flood Hazard Area formerly protected from the 1% annual
chance flood by a flood control system that was subsequently
decertified. Zone AR indicates that the former flood control system is
being restored to provide protection from the 1% annual chance or
greater flood.
ZONEA99 Area to be protected from 1% annual chance flood by a Federal
flood protection system under construction; no Base Flood Elevations
determined.
ZONE VE Coastal flood zone with velocity hazard (wave action); Base Flood Elevations
determined.
FLOODWAY AREAS IN ZONE AE
The floodway is the channel of a stream plus any adjacent floodplain areas that must be
kept free of encroachment so that the 1% annual chance flood can be carried without
substantial increases in flood heights.
OTHER FLOOD AREAS
ZONE Areas of 0.2% annual chance flood; areas of 1% annual chance flood
with average depths of less than 1 foot or with drainage areas less than
1 square mile; and areas protected by levees from 1% annual chance
flood.
OTHER AREAS
ZONE X Areas determined to be outside the 0.2% annual chance floodplain.
ZONE D Areas in which flood hazards are undetermined, but possible.
COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS
I FT OTHERWISE PROTECTED AREAS (OPAs)
CBRS areas and OPAs are normally located within or adjacent to Special Flood Hazard Areas.
-- 1% annual chance floodplain boundary
0.2% annual chance floodplain boundary
---- Floodway boundary
Zone D Boundary
0000000....... •••• CBRS and OPA Boundary
Boundary dividing Special Flood Hazard Areas of different
~ Base Flood Elevations, flood depths or flood velocities.
513 Base Flood Elevation line and value; elevation in feet'
(EL 987) Base Flood Elevation value where uniform within zone;
elevation in feet'
'Referenced to the North American Vertical Datum of 1988
o1z Cross section line
23-----23 Transact line
97°07 30 , 32°22'30" Geographic coordinates referenced to the North American
Datum of 1983 (NAD 83)
4276 ocom 1000-meter Universal Transverse Mercator grid ticks, zone 17
1 477 500 FEET 2500-foot grid values: North Carolina State Plane coordinate
system (FIPSZONE 3200, State Plane NAD 83 feet)
BM551OX North Carolina Geodetic Survey bench mark (see explanation
in the Datum Information section of this FIRM panel).
BM5510 National Geodetic Survey bench mark (see explanation in
® the Datum Information section of this FIRM panel).
• M1.5 River Mile
Aalk-
GRID NORTH
MAP SCALE 1" = 500' (1 : 6,000)
250 0 500 1000
FEET
METERS
150 0 150 300
PANEL 1065J
FIRM
®
m
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
CD
m
PANEL 1065
m
(SEE LOCATOR DIAGRAM OR MAP INDEX FOR FIRM
PANEL LAYOUT)
CONTAINS:
COMMUNITY CID No. PANEL SUFFIX
BRUNSWICKCOUNTY 370295 1065 1
®
OCEAN ISLE BEACH,
TOWN OF 375357 1065 1
m
I
CD
Notice to User: The Map Number shown below should be used
when placing map orders; the Community Number shown
above should be used on insurance applications for the subject
community.
EFFECTIVE DATE MAP NUMBER
®
JUNE 2, 2006 3720106500J
ti>
I,:
I
State of North Carolina
Federal Emergency Management Agency

LEGEND
STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAM
217n non PPPT 78'26'0" 78'25'30" JOINS PANEL 1077 78^25'0" 2177 500 FEET
�i•.., BLADEN
/
COLUMBUS /
i
FENDER
r
M"TT
o'' 1
r" BRUNSWICK
j
"b 7 r
V
.-'--- I
DATUM INFORMATION
The projection used in the preparation of this map was the North Carolina
State Plane (FIPSZONE 3200). The horizontal datum was the North American
Datum of 1983, GRS80 ellipsoid. Differences in datum, ellipsoid, projection, or
Universal Transverse Mercator zones used in the production of FIRMS for adjacent
jurisdictions may result in slight positional differences in map features across
jurisdictional boundaries. These differences do not affect the accuracy of this
FIRM. All coordinates on this map are in U.S. Survey Feet, where
1 U.S. Survey Foot = 1200/3937 Meters.
Flood elevations on this map are referenced to the North American Vertical
Datum of 1988 (NAVD 88). These flood elevations must be compared to structure
and ground elevations referenced to the same vertical datum. An average
offset between NAVD 88 and the National Geodetic Vertical Datum of 1929
(NGVD 29) has been computed for each North Carolina county. This offset was
then applied to the NGVD 29 flood elevations that were not revised during the
creation of this statewide format FIRM. The offsets for each county shown on
this FIRM panel are shown in the vertical datum offset table below. Where a
county boundary and a flooding source with unrevised NGVD 29 flood elevations
are coincident, an individual offset has been calculated and applied during the
creation of this statewide format FIRM. See Section 6.1 of the accompanying
Flood Insurance Study report to obtain further information on the conversion of
elevations between NAVD 88 and NGVD 29. To obtain current elevation,
description, and/or location information for bench marks shown on this map,
please contact the North Carolina Geodetic Survey at the address show below.
You may also contact the Information Services Branch of the National Geodetic
Survey at [phone], or visit their website at www.ngs.noaa.gov.
North Carolina Geodetic Survey County Average Vertical Datum Offset Table
121 West Jones Street County Vertical Datum Offset
Raleigh, NO 27601 Brunswick -1.06
[phone]
www. ncgs.state. nc. us
Examme: NAVD 88 - NGVD 29 + (-1.0M
All streams listed in the Flood Hazard Data Table below were studied by
detailed methods using field survey. Other flood hazard data shown on this
map may have been derived using either a coastal analysis or limited detailed
riverine analysis. More information on the flooding sources studied by these
analyses is contained in the Flood Insurance Study report.
FLOOD HAZARD DATA TABLE
Floodway Width (feet)
Left/Right Distance From
The Center of Stream to
Encroachment Boundary
(Looking Downstream) or
Total Floodway Width
Cross
Section
Stream
Station t
Flood Discharge
(cfs)
1% Annual Chance
(100-year)
Water -Surface Elevation
(feet NAVD 88)
JINNYS BRANCH
073
7,307
1,260
11.52
25 / 342
083
8,297
1,260
11.52
72 / 178
089
8,907
1,260
11.52
33 / 40
093
9,337
1,260
11.52
23 / 281
110
10,988
1,260
11.52
127 / 137
118
11,834
1,080
11.51
162 / 32
130
12,960
1,040
11.52
34 / 123
141
14,094
960
11.52
179 / 20
143
14,292
960
11.52
35/ 35
162
16,176
960
11.52
93 / 99
169
16,922
890
11.52
142 / 83
174
1 17,412
890
11.52
86 / 158
181
18,074
820
11.52
114 / 161
187
18,738
820
11.52
109 / 113
193
19,275
820
11.52
32 / 57
194
19,389
820
11.52
26 / 28
201
20,132
820
11.52
82 / 18
207
20,745
750
11.52
74/ 26
212
2131 2
750
11.52
85 / 24
� Feel above mouth
3 Elevation includes coastal sure from Atlantic Ocean
a
ilk.. �.2✓.e-.,i-.�- _
yY
ar
This digital Flood Insurance Rate Map (FIRM) was produced through a unique
cooperative partnership between the State of North Carolina and the Federal
Emergency Management Agency (FEMA). The State of North Carolina has
implemented a long term approach of floodplain management to decrease
e
the costs associated with flooding. This is demonstrated by the State's com-
mitment to map floodplain areas at the local level. As a part of this effort, the
State of North Carolina has joined in a Cooperating Technical State agreement
with FEMA to produce and maintain this digital FIRM.
www.ncfloodmaps.com
70 000 FEEL
33"56'30'
3758 oco M
33'56'0
C
C
C
u
a
D
u
2
3757... M
33"55'30
62 500 FEE'
375600o M
33"55'0
707..._
laa
_
°
o
X
A
x
<
D
1
N
Z
~
z
ii
60 000 FEET L_
2 170 000 FEET
ZONE X
Brunswick County
Unincorporated Areas
370295
The Mill Pond
78"24'30"
E
ZONE X T000 RO sW
Brunswick County
Unincorporated Areas �m
370295 �N
ZONE X
m
� o
� o
U N
9 g o
z m m
Xr �
3 w PARK AVE SW
A
yOX,1ROS C� 9N F�7m
d'� EDNA WAY SW
ZONE AE
(EL 12)
3
y
tt
ZONE X
3
ti
w
i
179
ZONE X
ZONE X
ZONE X PIGOTT RD SW
JinnysBranch 073
ZONE X ZONE X
003
ZONEAE SOUTHLAND WAy SW
(EL 12)
1,9
ZONE
118 _. 093 use AE
MARSH AVE SW (EL 12)
c
° ZONE X P ZONE BROOKHOLLOW
mmF . x DR SW /
N� �Q 130 /
14,
Brunswick County
143
Unincorporated Areas A ZONE x
370295
ZONE X ZONE X• • . Jinnys Branch
/ O
� •', HEWE7T FARMS RD BE '� '• •' '• In
m
�yaQ sz / `z
H SPv� t69 Jennys•Branch
187
�Sr ,a,
ZONE X ZONE X Brunswick County
'1's� ,93
n4 ','. ' ZONEX
Unincorporated Areas
194 370295
rT
• 9,S'
. • • Bch 179 �O'L
Po
d,
Jinnys Branch / / \ / / ZONE X DLO
ZONE AE / ZONE AE
201 (EL 12) /. '- �\ (EL 12) -..
ZONE. 307 / .7, ZONE X . o v
.X.•. x\��'. ��p 5N o i o
z+z • • • O' N�NCCNE • • m a Z
ZONE x Town of Ocean Isle Beach 9
0
ZONE Extraterritorial Jurisdiction ZONE X BePGHORSW
o� X 375357
737 oae M 1 738 oco M !. 739 ow M
78"26'0 -" 78'25'30" uvuvo rNIVCL Iul0 78"25'0"
NOTES TO USERS
This map is for use in administering the National Flood Insurance program. It does not Boundaries of the floodways were computed at cross sections and interpolated between Base map features shown on this map, such as corporate limits, are based on the most up -
necessarily identify all areas subject to flooding, particularly from local drainage sources of cross sections. The floodways were based on hydraulic considerations with regard to to -date data available at the time of publication. Changes in the corporate limits may have
small size. The community map repository should be consulted for possible updated or requirements of the National Flood Insurance Program. Floodway widths and other pertinent occurred since this map was published. Map users should consult the appropriate
additional flood hazard information. floodway data are provided in the Flood Insurance Study report for the jurisdictions. community official or website to verify current conditions of jurisdictional boundaries and base
map features.
ea whey Flood Elevations BFEs and/or Certain areas not in Special Flood Hazard Areas may be protected b flood control
To obtain more detailed information in areas e Base FI (BEES) / p y p y
floodways have been determined, users ae encouraged to consult the Flood Profiles, structures. Refer to Section 4.4 "Flood Protection Measures' of the Flood Insurance Study This map reflects more detailed and up-to-date stream channel configurations than those
Floodway Data and/or Summary of Stillwater Elevations tables contained within the Flood report for information on the flood control structures in the jurisdictions. shown on the previous FIRM for this jurisdiction. The floodplains and floodways that were
Insurance Study (FIS) report that accompanies this FIRM. Users should be aware that BFEs transferred from the previous FIRM may have been adjusted to conform to these new stream
shown on the FIRM represent rounded whole -foot elevations. These BFEs are intended for Base map information and geospatial data used to develop this FIRM were obtained from channel configurations. As a result, the Flood Profiles and Floodway Data tables in the Flood
various organizations, including the participating local communit ies state and federal Insurance Stud report which contains authoritative hydraulic data may reflect stream
flood insurance rating purposes only and should not be used as the sole source of flood g g p p g y( ), r y p ( y } y
elevation information. Accordingly, flood elevation data presented in the HIS report should be agencies, and/or other sources. The primary base for this FIRM is aerial imagery acquired as channel distances that differ from what is shown on this map.
utilized in conjunction with the FIRM for purposes of construction and/or floodplain part of the National Digital Orthophoto Program. The time period of collection for the imagery
management. is 1998-1999. Information and geospatial data supplied by the local community(ies) that met Please refer to the separately printed Map Index for an overview map of the county showing
the layout of ma panels; community ma re os ito addresses; and a Listing of Communities FEMA base map specificationswere considered the preferred source for development of the y p p y p p ry g
Coastal Base Flood Elevations shown on this map apply only landward of 0.0' North base map. See geospatial metadata for the associated digital FIRM for additional information table containing National Flood Insurance Program dates for each community as well as a
American Vertical Datum of 1988 (NAVD 88), Users of this FIRM should be aware that coastal about base map preparation. listing of the panels on which each is located.
flood elevations are also provided in the Sumnary of Stillwater Elevations tables in the Flood
Insurance Study report for this jurisdiction. Bevations shown in the Summary of Stillwater If you have questions about this map, or questions concerning the National Flood Insurance
Elevations tables should be used for construction and/or floodplain management purposes Program in general, please call 1.877-FEMA MAP (1-877-336-2627) or visit the FEMA
when they are higher than the elevations shows on this FIRM. website at www,fema.gov.
u rcnr
70 000 FEET
33"56'30"
3758 000 M
67 500 FEET
3.56'0"
3757 000 M
3`55'30"
3756 000 M
3°55'0"
60 000 FEET
78"24'30" 2 180 000 FEET
An accompanying Flood Insurance Study report, Letter of Map Revision (LOMR) or Letter of
Map Amendment (LOMA) revising portions of this panel, and digital versions of this FIRM may
be available. Visit the North Carolina Floodplain Mapping Program website at
www,ncfloodmai)s.com, or contact the FEMA Map Service Center at 1-800-358-9616 for
information on all related products associated with this FIRM. The FEMA Ma Service Center
P P
may also be reached by Fax at 1-800-358-9620 and their website at www.fema.gov/msc.
MAP REPOSITORY
Refer to listing of Map Repositories on Map Index or visit www.ncfloodmai)s.com.
EFFECTIVE DATE OF FLOOD INSURANCE RATE MAP PANEL
JUNE 2, 2006
EFFECTIVE DATES) OF REVISION(S) TO THIS PANEL
For communityma revision history prior to statewide mapping,refer tot e p y p h Community Map History table
located in the Flood Insurance Study report for this jurisdiction.
To determine if flood insurance is available in this community, contact your insurance agent, the North Carolina
Division of Emergency Management or the National Flood Insurance Program at the following phone numbers
or websites:
NC Division of Emergency Management National Flood Insurance Program
[phone] www.recrimecontrol.ora/nfio 1-800-638-6620 www.fema.aov/nfo
SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO
INUNDATION BY THE 1 % ANNUAL CHANCE FLOOD
The 1% annual chance flood (100-year flood), also known as the base flood, is the flood
that has a 1% chance of being equaled or exceeded in any given year. The Special
Flood Hazard Area is the area subject to flooding by the 1% annual chance flood. Areas
of Special Flood Hazard include Zones A, AE, AH, AO, AR, A99, V, and VE. The Base
Flood Elevation is the water -surface elevation of the 1% annual chance flood.
ZONE A No Base Flood Elevations determined.
ZONE AE Base Flood Elevations determined.
ZONE AH Flood depths of 1 to 3 feet (usually areas of pending); Base Flood
Elevations determined.
ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain);
average depths determined. For areas of alluvial fan flooding, velocities
also determined.
ZONE AR Special Flood Hazard Area formerly protected from the 1% annual
chance flood by a flood control system that was subsequently
decertified. Zone AR indicates that the former flood control system is
being restored to provide protection from the 1% annual chance or
greater flood.
ZONEA99 Area to be protected from 1% annual chance flood by a Federal
flood protection system under construction; no Base Flood Elevations
determined.
ZONE VE Coastal flood zone with velocity hazard (wave action); Base Flood Elevations
determined.
FLOODWAY AREAS IN ZONE AE
The floodway is the channel of a stream plus any adjacent floodplain areas that must be
kept free of encroachment so that the 1% annual chance flood can be carried without
substantial increases in flood heights.
OTHER FLOOD AREAS
ZONE Areas of 0.2% annual chance flood; areas of 1% annual chance flood
with average depths of less than 1 foot or with drainage areas less than
1 square mile; and areas protected by levees from 1% annual chance
flood.
OTHER AREAS
ZONE X Areas determined to be outside the 0.2% annual chance floodplain.
ZONE D Areas in which flood hazards are undetermined, but possible.
COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS
\ \ OTHERWISE PROTECTED AREAS (OPAs)
CBRS areas and OPAs are normally located within or adjacent to Special Flood Hazard Areas.
1% annual chance floodplain boundary
0.2% annual chance floodplain boundary
----- Floodway boundary
Zone D Boundary
...........•..•..• CBRS and OPA Boundary
Boundary dividing Special Flood Hazard Areas of different
Base Flood Elevations, flood depths or flood velocities.
^^F 513 - Base Flood Elevation line and value; elevation in feet*
(EL 987) Base Flood Elevation value where uniform within zone;
elevation in feet*
*Referenced to the North American Vertical Datum of 1988
0+z Cross section line
P3 _____ 43 Transact line
9POT30% 32-22'30" Geographic coordinates referenced to the North American
Datum of 1983 (NAD 83)
4276 DOOM 1000-meter Universal Transverse Mercator grid ticks, zone 17
1477500 FEET 2500-foot grid values: North Carolina State Plane coordinate
system (FIPSZONE 3200, State Plane NAD83 feet)
BM5510X North Carolina Geodetic Survey bench mark (see explanation
in the Datum Information section of this FIRM panel).
BM5510 National Geodetic Survey bench mark (see explanation in
® the Datum Information section of this FIRM panel).
• M1.5 River Mile
ID_
GRID NORTH
MAP SCALE 1" = 500' (1 : 6,000)
250 0 500 1000
FEET
METERS
150 0 150 300
PANEL 1076J
FIRM
®
m
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
m
PANEL 1076
m
(SEE LOCATOR DIAGRAM OR MAP INDEX FOR FIRM
PANEL LAYOUT)
CONTAINS:
COMMUNITY CID No. PANEL SUFFIX
BRUNSWICKCOUNTY 370295 1076 1
®
OCEAN ISLE BEACH,
TOWN OF 375357 1076 1
m
Notice to User: The Map Number shown below should be used
when placing map orders; the Community Number shown
above should be used on insurance applications for the subject
community.
EFFECTIVE DATE MAP NUMBER
®
JUNE 2, 2006 3720107600J
-.INN, 7v
•
yr .Ll J.
State of North Carolina
Federal Emergency Management Agency

STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAM
?� BLADEN IN PENDER
COLUMBUS / t`v.
--.— NEW HANOVER
I
BRUNSWICK t
E
1
i
t
•�9
DATUM INFORMATION
The projection used in the preparation of this map was the North Carolina
State Plane (FIPSZONE 3200). The horizontal datum was the North American
Datum of 1983, GRS80 ellipsoid. Differences in datum, ellipsoid, projection, or
Universal Transverse Mercator zones used in the production of FIRMS for adjacent
jurisdictions may result in slight positional differences in map features across
jurisdictional boundaries. These differences do not affect the accuracy of this
FIRM. All coordinates on this map are in U.S. Survey Feet, where
1 U.S. Survey Foot = 1200/3937 Meters.
Flood elevations on this map are referenced to the North American Vertical
Datum of 1988 (NAVD 88). These flood elevations must be compared to structure
and ground elevations referenced to the same vertical datum. An average
offset between NAVD 88 and the National Geodetic Vertical Datum of 1929
(NGVD 29) has been computed for each North Carolina county. This offset was
then applied to the NGVD 29 flood elevations that were not revised during the
creation of this statewide format FIRM. The offsets for each county shown on
this FIRM panel are shown in the vertical datum offset table below. Where a
county boundary and a flooding source with unrevised NGVD 29 flood elevations
are coincident, an individual offset has been calculated and applied during the
creation of this statewide format FIRM. See Section 6.1 of the accompanying
Flood Insurance Study report to obtain further information on the conversion of
elevations between NAVD 88 and NGVD 29. To obtain current elevation,
description, and/or location information for bench marks shown on this map,
please contact the North Carolina Geodetic Survey at the address show below.
You may also contact the Information Services Branch of the National Geodetic
Survey at [phone], or visit their website at www.ngs.noaa.gov.
North Carolina Geodetic Survey County Average Vertical Datum Offset Table
121 West Jones Street County Vertical Datum Offset (ft )
Raleigh, NC 27601 Brunswick -1.06
[phone]
www.ncgs.state.nc.us
Examole: NAVD 88 = NGVD 29 + -1.06
All streams listed in the Flood Hazard Data Table below were studied by
detailed methods using field survey. Other flood hazard data shown on this
map may have been derived using either a coastal analysis or limited detailed
riverine analysis. More information on the flooding sources studied by these
analyses is contained in the Flood Insurance Study report.
FLOOD HAZARD DATA TABLE
Floodway Width (feet)
Left/Right Distance From
The Center of Stream to
Encroachment Boundary
(Looking Downstream) or
Total Floodway Width
Cross
Section
Stream
Station'
Flood Discharge
(cfs)
1%Annual Chance
(100-year)
Water -Surface Elevation
(feet NAVD 88)
JINNYS BRANCH
207
20,745
750
11.52
74 / 26
212
21,231
750
11.52
85 / 24
220
22,014
750
11.52
69 / 56
225
22,506
700
11.52
61 / 64
233
23,335
700
11.52
30 / 29
Feel above mouth
Elevation includes coastal surge from Atlantic Ocean
F
2 --
r�
M?a� a}�
r
This digital Flood Insurance Rate Map (FIRM) was produced through a unique
cooperative partnership between the State of North Carolina and the Federal
Emergency Management Agency (FEMA). The State of North Carolina has
implemented a long term approach of floodplain management to decrease
the costs associated with flooding. This is demonstrated by the State's com-
mitment to map floodplain areas at the local level. As a part of this effort the
State of North Carolina has joined in a Cooperating Technical State agreement
with FEMA to produce and maintain this digital FIRM.
www.ncfloodmaps.com
2 170 000 FEET 7e°2sn"
737 oao ""
60 000 FEET ZONE
Brunswick County ZONE x
Unincorporated Areas • ' zt ENE AE
370295
233 /
207
ZONE X
Jinnys Branch
'.. . • . •' •' • - 212
78°25'30"
736n°°M JOINS PANEL 1076 78°25'0"
BEAGN OR SW
ZONE X
Or
2 177 500 FEET 78°24'30"
739 oao M
ZONE X
Brunswick County
Unincorporated Areas
370295
z
2 180 000 FEET
--1 60 000 FEET
ZONE AE 12 REN RD 0N
EL12) ZONE T ar W vuccACT
O��yd \(P
m2\ F6`OT MOOGg GIR ARDL RpZONE iX 225 22ae0Pdo\ SZ N NA, GT THRUSH RO SW BOXWOOD O1 KBLVD SW
9�PO�P y3� G) FOREST OP
S0E pe• ? n \ o R SW rm„
OG�PtJv �JR� o N� MPRC\E GT S.1 FRL\NOD c
0
D
3755 oro M N 12,
/ BENT TREE CREEK CIR DOVE OR SW N to m
l� m
to
(n g A ➢ G) p 33°54'30"
. O m A 3755 oao M
33`54'30" • • X N 7
ZONE X . . RAVEN RD SW
O �
A 57 500 FEET
O 0'Po ' • \ ZONE AE Z SANDPIPER RD
rs .ZQNE.X. v (EL15)° ZONEAE°v
0
y ZONE X ZONE X v
o ZONE x Big Gat Slough OW ST SW o ZONE AE
F SPARK
m p (EL 15)
ZONE X o v o A
SAt-MON IN W m r O N
ZONE AE 5* ROBINo v a is
ST
S ZONE X
0
E` 14) Town of Ocean Isle Beach O\��� A ZONE VE
Extraterritorial Jurisdiction O�Q oIz" (EL 16)
LAKE 375357 ��� BLUEBIRD ST
v o ZONE X KilhartSlough
\
PNOPLL ST N CURTIS GT ZONE AE \\
v ZONE AE \ ZONE VE \\ do
ZONE X
EL 15) (EL 17)' 1 0
IS
• , ZONE X ZONE AE E w
o RICK ST a. • .< °..: ZONE X \ O A ZONE
1 (EL 14) Gj:SW . \ I K GOUN�. 1 (EL 15) 1
w Town of Ocean Isle Beach gERT"A Ns�\G GN a
375357 ZONE AE \ ZONEAEgRV i 5��6EP ZONE X z
EL ROAD Sw ZONE AE (EL 15) ZONE AE — EjaN \
fn CULPEPPER (EL 16) (EL 14) ' 1 - \ QG Q
z ZONE AE �OQ 1N �� 1\
m
p Z (EL 15) \ \ I Uy. - - \1 33°54'0°
33°5410" - ➢ GLIFTON OR SW '•. .,,., \. jWatglN _ .1
37sa n00M y ZONE X is • • : ZONE VE -' _ .. • , \\\ \ IntYa`°astd... ZONE VE: \
. . • (EL 16).. 3754 "
(EL 16). \\ Eno.
ZONE AE t BRVNS� SL�gEP ZONE AE
' (EL 15) \\ .\\1 wN OF OG�PN \ : \1\ -. ( )
ZONE VE 40
\
\ (EL 17) i 1 - ONSLOW ST
Z EL 16)
6VE ZONE AE I
(EL 16)
1 1_
DIASU
alerway \ . , , \.
Inlracoastalll' \ \ \ o `m
ZONE AE \
a� �\ �o - ZONE AE
(EL 14) 11 -
\ m \ Ao
NA ZONE AE \I
m m \ EL 16)
ZONE VE q vZ . IPA NA ZONE VE , m o \\
(EL 16)mO O . : (EL 18) : - 90
N \\
In
ZONE VE
\ (EL 17)
2 y z a NA b
ZONEVE s
p y ° ZONE VE (EL21)
r \. m. - \ ,(EL 20) -
52500 FEET N O Z a. \
N A : �O \: N1 Z oy O ) . : \ ..ZONE VE. — 33°53'30"
33°53'30 - my G \\ A \ D STREET "O 1 (EL 19) ZONE VE-
°p 101 ° ESEGON m ZONEVE (EL 16)
Town of Ocean Isle Beach IPA (EL 22)
3753000M 375357
`'—ZONE AE' m 3753000 m
s
.\ N
ZONE AE' �o
(EL 15) 90d ESNIRD STREET \\ 103 , to
a.
v ZONE VE
ZONE 4AE T (EL 18) \\ ZONE VE
U ZONE VE EL22, : ATLANTIC OCEAN
ZONE X e
ZONE X IPA 5597 ZONE VE
29 LB 1 (EL 20)
ZONE VE 13
(EL:21)
— ZONE VE
(EL 20) 50 000 FEET
50 000 FEET 12 000M
2 170 000 FEET 737 ow M
739
2 FEET 738mo M 8°26'0" JOINS PANEL 1074 78°25'0"
2 180 000 FEET
78`24'30"
78 `25'30"
NOTES
TO USERS
This map is for use in administering the National Flood Insurance program. It does not
Boundaries of the floodways were computed at cross sections and interpolated between
Base map features shown on this map, such as corporate limits, are based on the most up-
An accompanying Flood Insurance Study report, Letter of Map Revision (LOMR) or Letter of
necessarily identify all areas subject to flooding, particularly from local drainage sources of
crass sections. The floodways were based on hydraulic considerations with regard to
to -date data available at the time of publication. Changes in the corporate limits may have
di
Map Amendment (COMA) revising portions of this panel,and digital versions of this FIRM may
size. The community ma repository should be consulted for possible updated or
small Y p p rY
requirements of the National Flood Insurance Program. Floodway widths and other pertinent
occurred since this map was published, Map users should consult the appropriate
lain Mapping Program website at
be available. Visit the North Carolina Floodp pp g g
additional flood hazard information.
floodway data are provided in the Flood Insurance Study report for the jurisdictions.
community official or website to verify current conditions of jurisdictional boundaries and base
www.ncfloodmaps. tom, or contact the FEMA Map Service Center at 1-800-358-9616 for
ma features.
p
information on all related products associated with this FIRM. The FEMA Ma Service Center
P P
s and/or
ea where Base Flood Elevations (BFEs) /
on in areas
T 0 obtain more detailed information ( )
Certain areas not in Special Flood Hazard Areas may beprotected b flood control
P Y Y
their website at www.fema.gov/msc.
may also be reached b Fax at 1 800 358 9620 and a
Y Y
floodways have been determined, users are encouraged to consult the Flood Profiles,
structures. Refer to Section 4.4 "Flood Protection Measures" of the Flood Insurance Study
This ma reflects more detailed and up-to-date stream than net configurations than those
p9
Floodway Data and/or Summary of Stillwater Elevations tables contained within the Flood
report for information on the flood control structures in the jurisdictions.
shown on the previous FIRM for this jurisdiction. The floodplains and floodways that were
MAP REPOSITORY
Insurance Study (FIS) report that accompanies this FIRM. Users should be aware that BFEs
transferred from the previous FIRM may have been adjusted to conform to these new stream
shown on the FIRM represent rounded whole -foot elevations. These BFEs are intended for
Base map information and geospatial data used to develop this FIRM were obtained from
channel configurations. As a result, the Flood Profiles and Floodway Data tables in the Flood
Refer to listing of Map Repositories on Map Index or visit www,nofloodmal)s.com.
flood insurance rating purposes only and should not be used as the sole source of flood
various organizations, including the participating local community(ies), state and federal
hydraulic data may reflect stream
Insurance Study report (which contains authoritative hydra ) y
EFFECTIVE DATE OF FLOOD INSURANCE RATE MAP PANEL
elevation information. Accordingly, flood elevation data presented in the HIS report should be
agencies, and/or other sources. The primary base for this FIRM is aerial imagery acquired as
channel distances that differ from what is shown on this map.
JUNE 2, 2006
utilized in conjunction with the FIRM for purposes of construction and/or floodplain
part of the National Digital Orthophoto Program. The time period of collection for the imagery
EFFECTIVE DATES) OF REVISION(S) TO THIS PANEL
management. ement.
is 1998-1999, Information and geospatial data supplied by the local community(ies) that met
Please refer to the separately printed Map Index for an overview map of the county showing
u for development of the
FEMA base map specifications were considered the preferred source o p
e os ito addresses' and a Listing of Communities
layout of ma oriels' community ma rFor
the la O Y P P i'Yv
Y P P
a revision histo rior to statewide ma in refer to the Community Ma History table
history P mapping,
community m Y P Y
P
Coastal Base Flood Elevations shown on this map apply only landward of 0.0' North
base map. See geospatial metadata for the associated digital FIRM for additional information
table containing National Flood Insurance Program dates for each community as well as a
located in the Flood Insurance Study report for this jurisdiction.
American Vertical Datum of 1988 (NAVD 88). Users of this FIRM should be aware that coastal
about base map preparation.
listing of the panels on which each is located.
determine if flood insurance is available in this community, contact your insurance agent, the North Carolina
provided in the Sumrla of Stillwater Elevations tables in the Flood
flood elevations are also p ry
If you have questions about this map, or questions concerning the National Flood Insurance
Division of Emergency Management or the National Flood Insurance Program at the following phone numbers
Di
Insurance Study report for this jurisdiction. E'evations shown in the Summary of Stillwater
Program in general, please call 1-877-FEMA MAP (1-877-336-2627) or visit the FEMA
or websites:
Elevations tables should be used for constriction and/or floodplain management purposes
website at www.fema.gov.
NC Division of Emergency Management National Flood Insurance Program
when they are higher than the elevations shown on this FIRM.
[phone] www.ncerimecontrol.ora/nfip 1-800-638-6620 www.fema.aov/nfo
LEGEND
SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO
INUNDATION BY THE 1 % ANNUAL CHANCE FLOOD
The 1% annual chance flood (100-year flood), also known as the base flood, is the flood
that has a 1% chance of being equaled or exceeded in any given year. The Special
Flood Hazard Area is the area subject to flooding by the 1% annual chance flood. Areas
of Special Flood Hazard include Zones A, AE, Al AO, AR, A99, V, and VE. The Base
Flood Elevation is the water -surface elevation of the 1% annual chance flood.
ZONE A No Base Flood Elevations determined.
ZONE AE Base Flood Elevations determined.
ZONEAH Flood depths of 1 to 3 feet (usually areas of ponding); Base Flood
Elevations determined.
ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain);
average depths determined. For areas of alluvial fan flooding, velocities
also determined.
ZONE AR Special Flood Hazard Area formerly protected from the 1% annual
chance flood by a flood control system that was subsequently
decertified. Zone AR indicates that the former flood control system is
being restored to provide protection from the 1% annual chance or
greater flood.
ZONEA99 Area to be protected from 1% annual chance flood by a Federal
flood protection system under construction; no Base Flood Elevations
determined.
ZONE VE Coastal flood zone with velocity hazard (wave action); Base Flood Elevations
determined.
FLOODWAY AREAS IN ZONE AE
The floodway is the channel of a stream plus any adjacent floodplain areas that must be
kept free of encroachment so that the 1% annual chance flood can be carried without
substantial increases in flood heights.
OTHER FLOOD AREAS
ZONE Areas of 0.2% annual chance flood; areas of 1% annual chance flood
with average depths of less than 1 foot or with drainage areas less than
1 square mile; and areas protected by levees from 1% annual chance
flood.
OTHER AREAS
ZONE X Areas determined to be outside the 0.2% annual chance floodplain.
ZONE D Areas in which flood hazards are undetermined, but possible.
COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS
OTHERWISE PROTECTED AREAS (OPAs)
CBRS areas and OPAs are normally located within or adjacent to Special Flood Hazard Areas.
1% annual chance floodplain boundary
0.2% annual chance floodplain boundary
—--- Floodway boundary
Zone D Boundary
••••••0...... ••••• CBRS and OPA Boundary
Boundary dividing Special Flood Hazard Areas of different
�— Base Flood Elevations, flood depths or flood velocities.
513 Base Flood Elevation line and value; elevation in feet`
(EL 967) Base Flood Elevation value where uniform within zone;
elevation in feet'
"Referenced to the North American Vertical Datum of 1988
ot2 Cross section line
23-----23 Transact line
97°07'30 32°22'30° Geographic coordinates referenced to the North American
Datum of 1983 (NAD 83)
4276 000m 1000-meter Universal Transverse Mercator grid ticks, zone 17
1477500 FEET 2500-foot grid values: North Carolina State Plane coordinate
system (FIPSZONE 3200, State Plane NAD83 feet)
North Carolina Geodetic Survey bench mark (see explanation
BM5510X
in the Datum Information section of this FIRM panel).
BM5510 National Geodetic Survey bench mark (see explanation in
® the Datum Information section of this FIRM panel).
• M1.5 River Mile
&I
GRID NORTH
MAP SCALE 1" = 500' (1 : 6,000)
250 0 500 1000
FEET
METERS
150 0 150 300
PANEL 1075J
FIRM
®
m
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
inPANEL
1075
m
(SEE LOCATOR DIAGRAM OR MAP INDEX FOR FIRM
PANELLAYOUT)
CONTAINS:
COMMUNITY CID No. PANEL SUFFIX
BRUNSWICK COUNTY 370295 1075 1
®
OCEAN ISLE BEACH,
TOWN OF 375357 1075 1GD
m
Notice to User: The Ma Number shown below should be used
when placing map orders; the Community Number shown
above should be used on insurance applications for the subject
community.
EFFECTIVE DATE MAP NUMBER
®
JUNE 2, 2006 3720107500J
CDr
rav
f
_
State of North Carolina
Federal Emergency Management Agency

i ,�. �� %` II �11 ii, \-- — ' �-- — \ r — —tea � \ \ i \ _ — %� �'� ' •• i
�• /
I I, rt �, I 1 EX. STUM. P PON
— II;i III \� �� , /•�/ // / L 44
JEX POND
2-1
pirKvz ma
STRUCrURE
-�
—---- —-ABAWAL
NDOP
11F`_CATCH -vItt�
-•:\ \ 1� K � ��, ` \ lam/ 1
O/
\�
i 50.0'
-- POND
#12'
\ 4re (KU
Lf7N NORMAL
\ I' POOL
,, _ — �_ _—Lo (LEON SOIL) /
J// It I j\i i I,1;1r / LF OF NORM '
p;
Ilk
r —
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/ r
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SEE SHEET C-1
FOR 05 #110 TOP OF EX.
TOP OF POND DETAILS STUMP POND: SEE OUTLET '
#12: 42.0' MSL 5HWT ELEVATION: 38.42' M5L 39.O' MSL STRUCTURE
TEMP. POOL ELEVATION: 30.OTL DETAIL ON P-2
ro. IO' — I CL ELEV:39.93'
— �— — NORMAL POOL ELEVATION, 36�0' MSL ,= — = = ,O-YR STORM ELEV. 36.39r M19Q_SV���)� 3
— __------_�'41 DCmT1P=.'m'm___ I
3.01 ORIFICE 3 INV. 35.0' 115 — — INV. 28.g6' M
__----
130 LF OF )_ ' — P '— —
BOTTOM — �3 60 RC---- N MAL POOL -ELEVATION: 2q.0' MSL
FOREBAY�30.0 MSL � I � i O
POND #M WITH FORWAY SECTION
NOT TO SCALE
POND #12 DOWNSTREAM
CONVEYANCE SCHEMATIC
NOT TO SCALE
EX. STUMP POND
NOT TO SCALE
A,1
41
I
S
1 \
LfCRADIUS
EX. POND
NOT TO SCALE
SR 1184
FGO��sR»ssl
GEO
PHASE ONE
SR 1184
BEACH DR. (NC 179)
VICINITY MAP
I= TO SCALE
LEGEND
DOWNSTREAM
CONVEYANCE
SOIL BOUNDARY
HYDRAULIC
RADIUS
V 1 T
WETLANDS
W W W W
OCEAN ISLE PALMS'
SM
CAPE FEAR
Engineering, Inc.
181 Poole Ad, Se1e1100
BeN1110, NC28481
TEL (910) 363•10"
FAX [phone]M
www.capefearengineefing.com
DRAWN <
M.BROWN
PROJECT
NUMBER : 809-02
DESIGN : M.BROWN
CHECK :
N.VANSTEAD
SCALE : 1'=80'
APPROVED :
P. DAMS
DATE : 14 NOV 07
OCEAN ISLE. PALMS
PHASE IA
PROJECT NUMBER. SHEET NUMBER
809-1 1 F-1
•
•

f1
k
SEE OCEAN ISLE PALMS PHASE 1 B PLANS FOR CONTINUATION
/ y
-v
1
NORMAL POOL ELEVATION, 6.0' 1-15L
3 i
BOTTOM OF
FOREBAY-1.0' M5L
POND #21 WITH PO;MAY SECTION
NOT TO SCALE
Df%)4iv(..n
SEE SHEET -
SW-3 FOR POND
#21 OUTLET
DETAILS
Do
C'
SEE SHEET -
SW-3 FOR POND
#21 OUTLET
DETAILS
POND BOTTOM.-7.0'
POND u21 DOWNSTREAM
CONVEYANCE SCHEMATIC
NOT TO SCALE
CROSS SECTION (SEE
DETAL THIS SHEET)
TOP OF POND 11.0' MSL
EMERGENCY SPILLWAY. ELEVATION 8.9'
NOT TO SCALE
C
GRAPHIC SCALE
80 0 40 80 160
1 Inch = 80 ft.
4
6
Mk (MUCKALEE SOIL)
1575 LF IN NORMAL
POOL
66'
52'
80 +
4%S4WT
E�EV•5.0 A
2.0 + 1-11III-
EX. FINNY' S BRANCH
AT CROSS SECTION
NOT TO 5CALE
SR 1184
Q RG�O�Rp.l5R�1831
GEO
PHASE ONE
SR 1184
BEACH DR (NC 179)
VICINITTY MAP
NOM SCALE
DOWNSTREAM
CONVEYANCE
SOIL BOUNDARY
HYDRAULIC
RADIUS
WETLANDS
OCEAN ISLE PALMS
SM
CAPE FEAR
Engineering, Inc.
161 Pooh Ad, SWR IW
BeM9e, NC28161
TEL (910) 383•10"
FAX [phone]
www.capefearanyineerin_q.com
DRAWN :
M.BROVM
PROJECT
809-02
NUMBER :
DESIGN : M.BROWN
CHECK :
N.WINSTEAD
SCALE : 1'=80'
APPROVED:
P. DAVIS
DATE : 14 NOV 07
. P- A
- A
�— PROJECT NUMBER SHEET NUMBER
809-02 F-2

809 809 01 OVERALL_DWG_OIB OV PAGE 1 — 11/10/2006 10:26:52 AM
TZFCETVED
�,T i 1 2T17 r
BY: it = CO
PHASE XI-,
OCEAN ISLE PALMS
MULTI -FAMILY TRACT
(SE-142)
NOTE:
1.OPEN SPACE SHOWN CONTAINS NO
WETLANDS.
2. THE AVERAGE LOT SIZE IS 8,853 SF AND
THE SMALLEST LOT IS 475 AT 5,386 SF.
Ocean Isle Palms
COMBINED
OVERALL SITE DATA
SE-116,SE-121 & SE-142
GROSS SITE ACREAGE TO BECOME PUD
EXISTING ZONING: R7500
ALLOWABLE UNITS
829.66 AC X 5.8 DU/AC=
APPROXIMATE WETLAND ACREAGE
APPROXIMATE UPLAND ACREAGE
PROPOSED RESIDENTIAL
SINGLE-FAMILY ACREAGE
SINGLE FAMILY UNITS
MULTI -FAMILY ACREAGE
MULTI -FAMILY UNITS
OVERALL RESIDENTIAL UNITS
OVERALL DENSITY
2,029 UNITS / 829.66 ACRES = 2.44 DU/AC
REQUIRED ASSURED OPEN SPACE
829.66 Acres X .15 = 124.44 acres
PROVIDED ASSURED OPEN SPACE
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829.66 Acres
4,r.12.02
16130 Acres
67836 Acres
763.40 Acres
1,566
65.71 Acres
463
2,029
124.44 Acres
151.30 Acres
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APPROVAL GRANTEDor \ \
st -l4a, \
\CLERK: 8RUN6WJCK COUNTY \
A ANNINQ BOARD
=ATE: jj-aD`Co \ \
Approval is conditional based on a revised plan being \
submitted in accordance with the following and \ \
approved by staff:
1. Correct the provided open space so that it does not
include the area in the multi -family section.
See special exception permit for additional conditions.
Plan expires May 27, 2008 unless an extension of time is
applied for and approved by the Planning Board.
OWNER:
COASTAL COMMUNI TIES , INC
131 OCEAN BLVD. WEST
HOLDEN BEACH, NC 28462
[phone]
OVERALL SITE PLAN
OCEAN ISLE PALMS
41P �.
E>neer n C.
151 Poole Road, Suite 100
BeNille, NC 28451
TEL [phone]
FAX [phone]
www. capefearengineering. com
0' 150' 300' 600'
SCALE: 1 "=300'
NOVEMBER 10, 2006
REVISED
1, 200'
PLANNED UNIT DEVELOPMENT - MASTER PLAN
B R U N S W I C K C O U N T Y, NORTH CAR O L I N A
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HYDRAULIC FLOW CALCULATIONS
FLOW H=2(2' FULL)
A- 8 sq. ft.
Wp= 4.47
R= A = 0.895
Wp
667
1
Q= 1,483
(8) (0.895) (0.001)
Q= 26.8 cfs
FLOW H= 4(FULL)
A= 32 sq, ft.
Wp= 17.89
R= wp = 1,789
66 1
Q= 4116 \2) (1.789) (o.00\
Q= 170.38 cfs
EXISTING VEGETATION WIDTH VARIES (20', 24', 30') EXISTING VEGETATION
LEFT UNDISTURBED LIMITS OF DISTURBANCE LEFT UNDISTURBED
NOTE:
TWO LANE ROADS: 30'
ONE LANE ROAD: 24'
EASEMENT: 20'
TYPICAL CLEARING & GRUBBING SECTION
NOT TO SCALE
± 4'
80'
DISTURBED AREA
17' 16' 14' 16' 17'
oa zz
oa
¢o Fo
v� SUITABLE MAT RIAL 02
of o FROM DITCHES o
1
UNSUITABLE SPOIL FROM DITCHES. J + 4'-6'
GRASS IMMEDIATELY WITH CONTRACTORS
MIX
CHECH DAMS 0±100' O.C. J
OR AS NEEDED
NOTES:
1.OITCHES TO BE USED TO DE -WATER ROADWAY & UTILITY
INSTALLATION.
2. DITCHES TO BE FILLED AFTER STORM -DRAIN AND
UTILITIES INSTALLED.
TYPICAL TEMPORARY 80' ROADWAY DITCH SECTION
Scale: 3/32" = V-0"
± 4'-6' 1
4' 1
/ I
UNSUITABLE SPOIL FROM DITCHES. -
/ \ GRASS IMMEDIATELY WITH CONTRACTORS
/ _ \ IiIININNON= ON= MIX
-.... _ \
WIN
ON toass --4-- � � ♦ `
ADELAIDE BEACAIR
H AVE. L P 50' RW
moil 016
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7
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100'
DISTURBED AREA
20' 1 16, 1 20' 1 16'
oa
oa
0
0 M
SUITABLE MATERIAL
O M
O
FROM DITCHES
off O
1
-H
��
+IN
CHECH DAMS 0±100' O.C.
OR AS NEEDED
NOTES:
1.01TCHES TO BE USED TO DE -WATER ROADWAY & UTILITY
INSTALLATION.
2. DITCHES TO BE FILLED AFTER STORM -DRAIN AND
UTILITIES INSTALLED.
TYPICAL TEMPORARY 100' ROADWAY DITCH SECTION
Scale: 3/32" - l'-O"
20' 1 4'
I \
\ ♦ .. %♦ ? / \ ♦ 1r___ -j! SED. TRAP 4 N i
♦ ♦ , ( `►, O .` \SED. TRAP #1 oil
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-ot0 - - - - I _ _ _'r -
xLP _ -_-- 1--
40 �♦ P --� j 5---- TEMPORARY -'� 11
r _i-� �- O ems � -- ¢ - - -
- --- CONST. ENTRANCE --
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SED. TRAP #9 -
_ - - -
4 1 HP --r ► E r \ �ll
SED. TRAP #10
n 1 - - - - - - / = - - \ ��- gAa 1 p0' - - \ all- AIL AIL
47-0
_ � IN �- - _ O D S� 1 1 _ �W I I\
- / Wit' r
-_.... r�. _--_,-- - -- \ l
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1
7--- TEMPORARY SEDIMENT TRAP SCHEDULE
CARRY RIP RAP UP
SIDES aF SPILLWAY
I'MIN FREMM O
=1 � PoP RAP =1
/57 WASHED STONE
1II d mt FI
-I VVIII %
SECTION THRU BERM AND FILTER
SEDIMENT TRAP DETAIL
NOT TO SCALE
SEDIMENT
TRAP
SEDIMENT
AREA
LENGTH
'L'
WIDTH
'W'
DEPTH
'D'
1
1.99 acres
62'
31'
3.00'
2
3.24 acres
76'
38'
3.00,
3
4.99 acres
92'
46'
3.00'
4
2.73 acres
72'
36'
3.00,
5
2.89 acres
72'
36'
3.00,
6
4.26 acres
86'
43'
3.00,
7
1.71 acres
60'
30'
3.00'
8
4.84 acres
90'
45'
3.00'
9
0.64 acres
42'
21'
3.00,
10
1.02 acres
48'
24'
3.00,
11
2.56 acres
70'
35'
3.00'
12
3.71 acres
80'
40'
3.00'
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE/ACRE
QUALITY
NOTES
Dry, unchopped,
Should come from wheat or oats;
STRAW
1-2 tons
unweathered; avoid weeds.
spread by hand or machine; must
be tacked down-
TFMPOPARY SFFnING
GI,ERTIL[ZATION/1000
RASS TYPE
1000 S
SE ING
INITIAL
SF.
MAIN TE ANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 S
TIME OF
SEEDING
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS- 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
EXISTING GRADE
GENERAL NOTES:
1. TOPOGRAPHIC INFORMATION PROVIDED BY BRUNSWICK COUNTY.
2. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
3. AREA OF DISTURBANCE IS APPROXIMATELY 43.0 ACRES.
4. THERE WILL BE NO PERMANENT ROADWAY DITCHES, ONLY TEMPORARY
DITCHES FOR THE PURPOSES OF DRAINING THE ROADWAY DURING THE
CONSTRUCTION PHASE ONLY.
SEDIMENTATION OPERATION & MAINTENANCE NOTES:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
3. CONTRACTOR SHALL INSPECT AND MAINTAIN WET POND / SEDIMENT
BASIN AT NO LESS THAN 75% OF ITS INITIAL VOLUME. ACCUMULATED
SILTS TO BE REMOVED AND DESIGN VOLUME RESTORED, ACCORDINGLY.
SEQUENCE OF PRELIMINARY LAND DISTURBANCE
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2.. DETERMINE AND MARK LIMITS OF PRELIMINARY DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF TEMPORARY EROSION CONTROL FEATURES.
A. ONLY EROSION CONTROL FEATURES LYING WITHIN THE AREA OF
PRELIMINARY DISTURBANCE TO BE INSTALLED AT THIS TIME.
5. CLEAR AND GRUB AREA OF PRELIMINARY DISTURBANCE:
A. LAND DISTURBING ACTIVITIES TO BE LIMITED TO THE WIDTH OF A CATERPILLAR
963C OR SIMILAR CENTERED ABOUT MID -POINT OF RIGHT OF WAY.
6. TOPSOIL REMOVAL AND/OR STORAGE.
7. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
8. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
SEQUENCE OF FINAL LAND DISTURBANCE:
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF FINAL DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SEDIMENT BASINS AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS
IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
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PLAN
35' ± 15' d
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SECTION
TEMPORARY CONSTRUCTION
ENTRANCE
NOT TO SCALE
�11
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0
'NOTE.' IF WIRE FENCING IS OMITTED AND S TNf R STEF
ONLY SYNTHETIC FILTER FABRIC /S USED TIU � p
THE WOODEN OR STEEL POSTS MUST BE r �llTf UST
A MAXIMUM DISTANCE OF 6'. .:t> S`` \R pA9 (TYp )
R
of IC
E
0 ckrl r
ISOMETRIC �R Ft.TANo
FR Al C ACT
SILT FENCE DETAIL
NOT TO SCALE
MIN, WIUIH
TEMPORARY DIVERSION SWALE
NOT TO SCALE
-
_ ARM DETAIL
NOT TO SCALE
SITE
SR 1184
CD
z
v
o �
O U
CL Ld
O uJ
m
LOCATION MAP
NOT TO SCALE
LEGEND:
PROJECT BOUNDARY
- - - - - - - - - - DISTURBED AREA
-40- FLOW DIRECTION
ST 1 TEMP. SED. TRAP
SB 1 SED. BASIN
0 TEMP. SILT FENCE
F --_,�\
WETLANDS
AIL
EXISTING POND
PROPOSED DEMOLITION OF
EXISTING POND
PROPOSED POND
SEDIMENT TRAP
01
NOTES:
APPROV70
NORTH CAROLINA ;': -
MANAGEMI r. -
DIVISION O %- ...
Date A- 00 - --
Stormwater Permit h `�Lk/ 033E
l
OCEAN ISLE PALMS
CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
DRAWN
D.
ROGERS
PROJECT
NUMBER 809-01
DESIGN DAGGERS
CHECK:
P.
DAVIS
SCALE 1"=100'
APPROVED :
P.
DAVIS
DATE 01 JANUARY 06
OCEAN ISLE PALMS
PHASE 1
SEDIMENTATION AND
EROSION CONTROL
PROJECT NUMBER SHEET NUMBER
809-01 1 S&E