SW8080908_APPROVED PLANS_20090521

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 Q g O1� 0 8
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 0 0c� 0 52.1
YYYYMMDD

TYPICAL tOx20 PARKING STALL
"A" TO "B" ALONG
NORMAL HIGH WATER LINE
OF BOGUS SOUND
COURSE
HEARING
DISTANCE
5EE
7'1tEL2
4,'9Lt
S7O978
15.3D'�--
L3
N 54'5 42 E
30. 8
L4
N 85'31 48 E
32.44
L5
N 7 5 43 E
40.96
LB
L7
_ N 45.13 28" E __,-
N 07 3 02 E
_ I4.62 _
12.9i'�
LB
7719
1.32
_ __„�N
- 9
5 85'13 39 E
25.
L10
N 67'52 O9 E
20.29
Ll1
N 66'39 24 E
34.97
L12
N 30'26 37' E
30.90
L 3
L14
S 61'555410 E T
19.59
L 5
N 8B'32 49 E
23.58
114
N 63'10 59 E
13 OS
L17
S 481 35" E
25..5
L18
_
N 45'07 0 EE
_ _
15.42
19
S 57'2 33 E
25.5
L20
S 54'5614" E
72.54
L21
N 3`4711 E
L22
S 11'01 35 E
33.88
L23
N 6'23 08' E
16.05
24
N i ' �-W
__
31.
L25
N 53'25 47 E
27.42
L26
N 48'3 51 E
23.94
L27
N 80-40 53 E
+17,81
L28
S 59'54 03 E
'24.24
5B E
13.24T _
L30
N 5942 50" E
22.89
L'1
N ' 4 E
.64
N 51'2 50 E
24.
L33
N 28'42 27` LY
16.96
L34
8 43 E
24.
N 35'1 E
25.63
L36
N 73'1 B 41 ' E
16.98
L37
N 1 D _
.06
STORMWATER
EASEMENT
FROM AN EXISTING PK NAIL ON PROPERTY
N80' 33' 52' W. 147.21 FEET TO
THE POINT OF BEGINNINGI
THENCE N 55' 35' 05' W, 361.49 FEET,
THENCE S 84' 20' 16' W, 93.17 FEET,
THENCE N 05' 39' 44' W. 209.05 FEET,
THENCE N 75'05'07' E. 369.96 FEET,
THENCE S 14'54'53' E, 94.48 FEET,
THENCE S 34' 21' 04' W, 139.22 FEET,
THENCE S 55'38'56' E. 382.00 FEET.
THENCE N 34' 21' 04' E. 252.47 FEET,
THENCE N 09' 26' 08' W, 221.58 FEET,
THENCE N 80' 33' 52` E, 93.39 FEET,
THENCE S 09' Z6' 08' E. 94.33 FEET,
THENCE N 80' 33' 52' E, 81.55 FEET,
THENCE N 09' 26' 08' W, 117.93 FEET,
THENCE N 80' 33' 5Z' E, 67.58 FEET,
THENCE S 09' 26' 08' E. 1 41. 93 FEET,
THENCE S 80' 33' 52' W 154.42 FEET,
THENCE S 09. 26' 08' E, 59.33 FEET,
THENCE S 34' 21' 04' W, 340.31 FEET,
THENCE 5 80' 33' 62' W, 34.88 FEET,
AND THE POINT OF BEGINNING
uAn
E• I•R•�'y�
---."'� *Ids
■r+
---' 18 19 20
Iti 5 • 16 17
--r-- • 8 9 10 11 12 13 14
•T23-
, 5 6 7
1 4
CL PAVEMENT
CURVE DATA
LENGTH 0 -
RADIUS
CH.LENGTH = 13.25
CH -BEARING = N09'05'40"W
LENGTH 2 - 145.92
f •' / ' r/�
RADIUS = 201.46
CH.LENGTH = 142.75
CH. BEAR ING= 1113.36'14'E
/
LENGTH © r
RADIUS = 2677.48
CH. LENGTH = 193.57
CH•BEARING = N13'08'18"E
LENGTH ® = 250.20
RADIUS -- 333.48
CH.LENGTH = 244,38
CH.BEARING = N12'51'270E
LENGTH © = 5.48
RADIUS = 53.00
.•
CH. LENGTH = 5.51
CH.BEARING = N31.22'22'E
LENGTH 6 _ 77.74
RADIUS = 53.00
.j
CH•LENGTH = 70.96
CH -BEARING = N13°37'38'£
%%•
/j
LEGEND
AC - ACRE
BLDG - BUILDING
L
CF - CUBIC FEET
6 !
CH. - CHORD
CL - CENTERLINE
w /
DR - DRIVE
EL - ELEVATION
,+
EIP - EXISTING IRON PIPE
a
EIR - EXISTING IRON ROD
EIS -" EXISTING IRON STAKE
/
EDP EDGE OF PAVEMENT
W
EX - EXISTING
FE - FINISHED ELEVATION
O\`
.I
FF - FINISHED FLOOR
t�
FT - FEET
INV - INVERT
L8 ^ POUND
LF - LINEAR FEET
MAX - MAXIMUM
MIN '- MINIMUM
N/F - HOW OR FORMERLY
NTS -' NOT TO SCALE
IRIP -' OVERHEAD POWER
OWD OPEN WOOD DECK
PIN -• PROPERTY IDENTIFICATION NUMBER
R - RADIUS
RCP - REINFORCED CONCRETE PIPE
STRUCTURAL DESIG
ROW -- RIGHT-DF-WAY
BY OTHERS
RW -' RETAINING WALL
SF - SGUARE FEET
SIP •- SET IRON PIPE
SIR - SET IRON ROD
TRT'D - TREATED
TST - TEMPORARY SEDIMENT TRAP
TYP - TYPICAL
x- SILT FENCE
WOOD PARKING/SIDEWALK
WETLANDS
COASTAL WETLANDS
�...�... DRAINAGE ARROWS
-- ii--- EXISTING CONTOURS
^10--• PROPOSED CONTOURS
y POWER POLE/UTILITY POLE
STORMWATER EASEMENT
'. SPILL CURB d GUTTER
SHEET #2 OF 5
PROJECT #: PM1630
DESIGN FILE #:PM1630/PM1630
CONSTRUCTION.dgn r;,y.
PROPOSED
MARINA
T ST,j
A.
404 WETLANDS�� �` `• 'r , LUs.
COASTAL h9ARSN �` Y' j
LINE
LA Ar
s";
PROPOSED BOAUILPDINCGE
21 22
23
2✓
25
.,26-}
r
27 PROPOSED
MARINA
28
I 9
1
49 t
50 � j S1 ' 52
53
48
• 54
47
55
46 •
. 56
45 57
44 •58
43 59
42 60
41 61
40 62
63
39 •
64
38 65
37
• 32 33 34'31 •36
It
R
7,9
,
Y
PROPOSED \` \\\.° /
BOAT STORAGE
BU I LID I NG \,
E
oBL
7
z
O
--1
L37
rI.3� �....-si•G-/
134
41Cti
w
ING WALL
BY OTHERS
A
2X TRT'0 DECKING SCREWED TO JOISTS c
FOR REMOVAL. REPAIR AND MAINTENANCE
2X TRT'0 DECKING SCREWED TO JOISTS c
FOR REMOVAL. REPAIR AND MAINTENANCE
I �
I
I.
gg
,77
u- 171AZ 11.1-
Z .
k
,,-2X8 TRT'D JOIST a 12' O.C.
�-6X6 TRT'D SUPPORT RASE It 4.5'
A "-EDGE OF PAVEMENT
PLAN VIEW ELEVATED WOW PARKING DETAIL
BAND 2X8 BAND
ZX WOOD DECKING -PAVEMENT SECTION
[.
5/8' REBAR 24' LONG DREVEN INTO THE GROUND- /
FINAL SOIL GRADE
TRT'D 6Xfi
SECTION A -A
ELEVATED WOOD PARKING SECTION
SCALE: NOT TO SCALE
PAVEMENT
SECTION
SCALE: NOT TO SCALE
2.50 SF9.5A
8'CABC
BLDG s • I111'� //X��t,
%
rA q9
SITE DATA
TRACT AREA = 332.409.93 F (T.631AC)
•. „'1 -
"
(ENTIRE TRACT WITHIN 5T5�AEC )
• l .__
'
_ -
UPLANDS = 324,270 SF (7.444AC)
-
-
WETLANDS = 6.139 SF (0.167AC)
ZONE,
--
AE- ' g: Q -
% WETLANDS = 2,45%
CONCRETE
*•••----^
-
EXISTING LAND USE = MOBJLE HOME PARK/MARINA
VALLEY GUTTER -
FLOOD ZONES = AE EL8. SHADED X AND X
AICUZ - CUZ1
SCALE: NOT TO SCALE
PROPOSED PARKING SPACES = 259
��,�,^_
NOTES: '
1. ALL RADII ARE 5 UNLESS NOTED OTHERWISE.
�®r-L
RI,$n
6"
11"..•-
�O�
R 3L
120
•
a'
6n
I
3000 PSI CONCRETE
•
18" SPILL CURB AND GUTTER
a' `3Q "f // /r/:'
�� xr'� �,' � �//J`/+ �-, i e', . j.' / J' !f. r s c� ?�+ Y. Y� r rL•" i %' /���
�/ I%r �'�'+'7'` /j ,2 ` �.•�%i + Fn �o$ \:r %/+` �� 1�2;1(� :+' %�"`/ /� 524'3�'E
+ 2,3,r?Y 16.11
1• ,J�1.' / -/r�' r; N':\ / \;� J O\ '/: hi,i�� �/' r!/�J l W
�1 tel: �� y ' J ��l%f P; l• .r Tip��//// /' C'O\/' ,' �i h�ip?J�rOI:+$�: ,�1 61J/.
1 ;�r ! :!\ + i J , J .'r- +J/ r'igh O / % r //' , \��\ : :�' �l�' N. r t'•/ 3i
.��/ 41,81
(�y!/
•�,�' 1 / f J r// ,rJ %j 1f��;l i:, 'I "1/IL /�`/:'/ \' ��%+ \ \ O'' ! +' ri'fL"i� l 7f .
17r ,r,+ r �r f /�'h o r / ice\ f�i //i, � ( %/ ./ •� %j J 6p
(.;
/ r3'1%545'S0'35'E
+)
13.T
544° 17�r ] rj' 6 / /t l� !r`9�' S: 'i /'X', /// •'1r n
h6 r 1W
(r i 111?S' JJ� ; 7 aft 9p,J ' /fr/S�/� / u1'ibbi r;r4 /J 1i/fr 5
1' f 5 47
'----�-----
•-+ ,(T 4{I j 1 �1''-f +I %iJ !J Jr 7j r �:8�i !g t I I I 9�C✓! /j�//1� ( f O ; J.'/:4T %�! // //�r + 18.43
09.26'
gt
i '13'r
7I lSil
L, 4,Ll j1 I i% ja j fl I ' :76J `•"f I 1`�':. rl `d'
�7�4+ ! �1T it
j vl { t JJ4r �" I' (T3/ui 7!'I !. isrF\�/r!i // 52"d 417.5
r � I ; l A �i POINT OF r / / g0'33 T
r�+ 43i /I% %J r 1 Ir78r +I I it I ♦p2� G S �j Row)
'.;�1, �'t17 oil 'J!i $gORMiNATN ('" °
I r Gj 1ti...i' Ir$9 fr { Fj /" RIVE
4 � r+ J r F- T r:J
4l ;
�I , �' ' '(,o;;)7D i>IQ4 SOUND
I l it t,.$�.i/:I�r �,�frl I I� rhhi _
���L(�Fi f rl/J/49 /i f'gt) t' o"p; l v _. - `. �v 11 1 -
I 1 Q71 i N -
it
'16
40 20 D/l 40 80
N10054'44OW
19.76 i _ ~0�ROW) SCALE: 1 "= 40'
-5 79'05`16 W 22 Oil
ND
SCALE: NOT TO SCALE
APPROVED
NORTH CAROLINA ENVIRONMENTAL.
MANAGEMENT COMMISSION
DMSION OF WATER QUALITY
SO`7O�b?
I',n Cl �LIVFX:3
APR 2 9 2009
REVISIONS:
B1':_ NG. BY I DArE I D£SCR1Prm
I CYT 8129108 Sw SCOPING CON,
2 GTr 1211olomicommEN77s
3 GYr 9/22/ ns a
ISLAND HARBOR
MARINA
EMERALD ISLE, CARTERET COUNTY, NORTH
CLIENT: MARITIME SIBLINGS, LLC
C/O GEORGIA MURRAY
ADDRESS: P.O. BOX 4549
aaa""""^"►n EMERALD ISLE, NC 28594
�A_%;.SO
P::••CaAO�pi
pa,QQFE837py'��4 PHONE: [phone]
SEAL
4 s
* kz S'TROUD ENCINEERINC3, P.A.
Q; 151A HIGHWAY 24
�yQIN6'�P.•'.j�a� MOREHEAD CITY, N.C. 28557
.•.,,... Qa.•' 247-7470
4hgOlCUiaaaaa _ rne$�_.S 4l?L-2'
ONALD D. CULL HER P.E.
,ROL INA
SIGNED:
RDC/GYT
AWN:
RDC/GYT
ECKED:
RDC
PROVED:
RDC
TE:
6/23/08
ALE:
1'/- 4D'

n N
M1630 CONSTRUCTIO..+n+

03„w
r,
,
,
t
r
r
I
1
,
1
�
I
1
�
'
1
, '
p�fr
r♦
I
'
,
1
0.
1
BOTTOM ELEVATION 5.5
1 SHWT 2.25
STORAGE/BYPASS
ELEVATION 6.6
%,
r
' LEAN OUTMRK
1 (SEEHDETAIL
THIS SHEET)
,
1
r
�
1 r
.
1 5 '
1 0'
1
, 1
1 1
1
4.5
N10° 38' 56' W -
1
O� *
EGINNING
POINT
CURVE DATA
LENGTH O = 13.88
RADIUS = 20.00
CH.LENGTH = 13.60
CH.BEARING = S54°13'54"W
,r
LENGTH = 17.87
2 10.00
RADIUS =
CH. LENGTH = 15.58
CH.BEARIN0 = N54°41'58
„ W
14.
N74°06 44 E
LENGTH - 13.72
Q
RADIUS = 10.00
CH.LENGTH = 12.6T
CH.BEARING = N35°47'13"E
LENGTH = 24.31
®
RADIUS = 10.00
CH.LENGTH = 18.-15
CH.BEARING = S35°16'55"E
LENGTH = 15.71
RADIUS 5 = 20. DO
CH.LENGTH = 15.31
CH.BEARING = S11°51'04"W
INFILTRATION BASIN #1
SCALE: 1"= 20'
SID, ENT'I}ZE FILTEI`S R.
•JMIDfFi uW
'.'
°5 �, .5TE
-#57 STONE
z °3}SzPLACED ON
A w,]�4FILTER FABRIC
ik`%i1 `ll 1�, trF J>!fL' f s S, new4. • ♦] hFF .l t �1.
'
\: 'lyq %ti.:yY•tT'>�CtllYlT�
-' �1S x -e�i.5 G
♦�J.ti. i4- g.Y� �`` 1tC.
n '�'� \'ty "ii •1. 5�§y�.-:
'-9 •y. a
''l`r. A
EO ORE TE.. LEVEL-
F£ S RE DELO
jjjj
„E Q
CD
LEAN OUT
BENCH MARK
acM tSEE DETAIL
THIS SHEET?
�P
BOTTOM ELEVATION 5.0 0°
z SHWT 3.10
P°
0
0
CURVE
DATA
LENGTH
= 21.61
RADIUS O
= 26.00
CH.LENGTH
= 19.21
CH. BEARING
= S59022'52"W
LENGTH
= 20.71
02
RADIUS �`J
= 28.00
CH.LENGTH
= 18.87
CH.BEARING
= N30637'08"W
LENGTH
= 8300
3
RADIUS O
= 28616..
CH.LENGTH
= 15.83
CH.BEARING=
N46°11'09"E
LENGTH
= 25.22
V
RADIUS v
= 26.00
CH.LENGTH
= 21.45
CH.BEARING
= S43°46'51"E
GINNING
INT
INFILTRATION BASIN #2
SCALE: 1"= 20'
1" WEEP HOLE.
5" FROM TOP
3'D.C.TYPICAL
T V L S AD _ II I I I ' 1--' \
'_ . 'n r ..�♦: �'. r6^y-; tlnL!„ y ...�w.,q Pi i +I+ i..a i.
i
(L 17_ I � f II R
SEE - P[PEDIAMETERS +4771 1
_
CONSTRUC
SECTION A -A FLOW INV
6"MIN STON
WEEP HOLE -a157 STONE
TYPICAL PLACED ON
FILTER FABRIC
,e 0.C. �.
SECTION B-B
LEVEL SPREADER
SCALE: NOT TO SCALE
SHEET #5 OF 5
PROJECT #: PM1630
DESIGN FILE #:PM1630/PM1630 CONSTRUCTION.dgn
YPASS
8.25
NEENAH FOUNDRY COMPANY
MANHOLE FRAME AND LID R-1642,
DR APPROVED EOUAL
(FOR JUNCTION BOXES)
PRECAST
JUNCTION BOX
SCALE: NOT TO SCALE
•3
TC6.5
FE6.0 FLUME
INV5.9 0
TOP OF WALL 7.5 D
w
o
m
ao ,
TT(
z
(2) 24'
PILL CURB
'-TCG.5
FE6.0
TOP OF WALL 7.0
zn i
a
�m
ni
Z
o m
o
"0 •p
x--I
Z.
TOP OF WALL 9.0-
13.50
S80°36'56
ji
OUT
DETAIL VARIES
SHEET) Ad�1\\�I
VATION 6.
BEGINNING
POINT
OF WALL 7.0
INFILTRATION BASIN #3
SCALE: 1"= 20'
VIEW
PI AN VIFW
#57 STONE
SF(:TI(TN VIFW
DROP INLET
WITH SEDIMENT STORAGE
SCALE: NOT TO SCALE
s
BASIN BOTTOM EL SHWT*EL
1 5.50 2.25
*SHWT AS DETERMINED BY NCDENR
INFILTRATION BASIN 1
SCALE: NOT TO SCALE
KEYSTONE RETAINING WALL
CONSTRUCT PER MANUFACTURERS
SPECIFICATION
STORAGE/BYPASS ELEVATION p
4"CLEAN SAND
BASIN BOTTOM ELEVATION
VARI
SHWT*
BASIN BOTTOOMM EL SHWT* L
3 5.00 2.00
*SHWT AS DETERMINED BY NCDENR
INFILTRATION BASIN 2 & 3
SCALE: NOT TO SCALE
BASIN 1 18"
HOPE MANIFOLD
BASIN 2 12"
HDPE MANIFOLD
BASIN
1 18"X
8" TEE a 6.0' D.C.
BASIN
2 12"X
8" TEE Q 6.0' O,C.
I I_�fiL
3•,
CLASS A RIPRAP
APRON LENGTH = 4'
1
111l
APRON WIDTH - SEE PLAN
THICKNESS = 1'
BASIN 18" HDPE
i
BASIN 2 1y2" HOPE
8"TEES
BOTTOM ELEVATION
lit III`�I.1,111 I,l
li
11I
f1l+
II�
lx�l1�
U
._ :
+T+I r nL:.
FLOW
SPREADER
SCALE: NOT TO SCALE
HMARK APPROXIMATELY
ER OF EACH BASIN
TREATED POST
Y AND CLEARLY MARK
EANOUT ELEVATION
l
BASIN BOTTOM EL CLEAN OUT EL
2 5.00 5.75
3 5.00 5.25
INFILTRATION BASIN
ION CLEANOUIT BENCHMARK
SCALE: NOT TO SCALE
APPROVED
NORTH COLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION GE WATER QUA[Ily
y1, �►D°►� y1r►DOl
� Y 9oitp�y
2
>t a SEAL
13343
'•y�'�'g F';rGINE4,
REVISIONS:
Na By DATE DESCRIPrM
r Gi? 9/A?/OIS
FAL
2 GYf 1�/ID/OB ElCDA/AIEA'TS
3 &'frI41ZZ109j CS TO DI
BASIN 8. STORMWATER DETAILS
ISLAND HARBOR
MARINA
EMERALD ISLE. CARTERET COUNTY, NORTH CAROLINA
CLIENT: MARITIME SIBLINGS. LLC DESIGNED:
C/O GEORGIA MURRAY RDC/GYT
ADDRESS: P.O. BOX 4549 DRAWN:
EMERALD ISLE. NC 28594 RUC/GY'F
PHONE: [phone] CHECKED:
RDC
STROUD ENGINEERING, P.A. APPROVED:
151A HIGHWAY 24 RDC
MOREHEAD CITY, N.C. 28557 DATE:
47-7479 6/23/08
SCALE:
R NALD D. CULLI BR P AS NOTE
]M W40 CONRTRUCTION AIM, 4!2312(NN 71PRIP Pkl

z
0
WIN
BOGUS SOUNO _ LSE
L37 s
Lg6.07 nB vi /'
(SA-ORW)
� -
- - _ L34
710
LlW''
FISH CLEANING - VA.
�
e� ^, 73 710
STATION Air r'b
16
r
COASTAL MARSH
d/ .:,~ z •" ��� e R K } / r ` sPROAoEa
LINE Li y _ LSO �i J 5' tEYE FE6. FE6.0
07.0
\i�
\7L�9wMEoNCDENR BORES
Nvs.. EL 5.29
40 WATER TABLE
SHWT
\ q5�
A. DATE:18%25/OS
_ ,� \. S:� ` .\ T ....-.•^-'r'� IF /,;' f .`� '•® �l"'�,, ._ 4111 ; 1 A IN BOTTOM EL5.0
L$.G" ,�. / ....... i'• .,' - :'' f a: - �\'`,}ram+ems., '. "- e «\ Ap1;.P' ___. _- ``.,'1� 1t. I\1 W OVERFLOW EL6.0
L +�. �.� • �\ T \.,.,"\ \ \ t �r�- (r N`41 sV
E.I.R.
41
ALL HU
v
;
3 ; - A v BASIN #2 THIS BLDG _ �;1i v�
-. ? a •'` T"I r' BASIN BO OM
.®. \ `•EP��•FE5`'` 5 :.- - , •. OVERFLOW•EL 1 i 1, 1 4 �/ 1 ),` \ ` _ 6
•LEVEL"SpB r-.
` 6 12LE 18"HOPE ;'- � � � % �
63 ;. ,,� •'\'� �5,.�• 10W
INV N 5.60 I 9 , ° ', : _ .c.r....o.•C`• SEE S'♦•{ET S / - "' "$80V3$ 52 :8 _ _ . _
'
I i �
a
BYP'A - r154,A2 _-
r:
\ " > - - - -
/ � r
p \ -----------
DOE
-ZONE 1 r/
TCB
E AE�EL� 0"
LEADER /-� �\ CATCH BASIN
(NUMBER, SIZE 8 �� �v �C GRATE/ BELOW_.
BASIN #1 / LOCATION BY OTHERSI > -\\ '\ - INV 5 25
BASIN BOTTOM FE5.5/
% /' ' NCDENR BORE2
NCDENR BORE1 ° i U ' EL 6.81
EL 3.56 ° 3/4 OF BUILDING i ` \' 6f 45"WATER TABLE
16"WATER TABLE I TO DRAIN TO INFILTRATION \ /', / SAP/�y
SHWT 2.23 dez BASINrs1 BY UNDERGROUND
\ " T 3.06
GUTTER/DRAINAGE SYSTEM \"` .�'( DATE: 8/25/08
[NV6.3T_/
DATE. 8/25/Q8 � _ ', ----
( REMOVE 6-8 OF EXISTING
GRAVEL TO CLEAN SAND) a �I
36LF 16"HDPE @ 0.64% '
BI
RIM 19.25 I`FF
m INV'W 5.70
-, FLOW SPREADER. \ OVERFLOW 6. 60.9Yt5�
I SEE SHEET 5 ATCH'B�AS[N
'24
1000 WRTH'CLR8,-Pti /r \�.
GRATE 1�0 ;__' \ _ tS /,. R„ 1; ., - - -
�� 8'ND E Ah 't,LV 00 .-.�' '/ -�' �lv r /^ A ' ' - _-
-
',
t91.I / ;:,. \ \. .\\.\\\', �`\\\\\ .'."QQ'Q�' �, :J - I,r ;G / / /, ✓�`%:r%' /, r r., `D /,
1�r i
, /�f-,.,t
_
Q i i -,1
5/,
ZONE AE EL6,_- T, W ♦ T r 11 ! 1 / O'� , \ / /. / / p J,/ \
LEGEND ZONE X SHADED ---
AC - ACRE ZONE X , - \ c � 15
BLDG - BUILDING
CF - CUBIC FEET \ <G .-t \; r`-i.' \� t,5.j5 l;FS�Cx k`� ;.l ,• /, �,' !'/. /, r r / ,�/ \\.\` \\ \
CH. - CHORD.O r t\`` ;'i
CL CENTERLINE
DR - DRIVE
FE
EL ELEVATION \ - �`f Z. _ \,' 6\ �X�
EIP EXISTING IRON PIPE.,. ) .. Jj1, ,;., 7/_p., r t5:74- ��,: \ / !\f
'N' ro "D,'1 I, n\y r�.L.;;. :.�. �r�N'( .[: //G',�c�\ i/i.. 12. 24/;
EIR EXISTING IRON ROD ro r�.v, irc
�t\ \, `� /r6\.
EIS - EXISTING IRON STAKE .,..n •lt;; \:,. ',.. �, \ \�i' ,'•Jh , / X ,15.8ti',
EOP - EDGE OF PAVEMENT ro - %y>i'` ;(r / j m • !I / 'F�l / /? ,� ,EE\ �K
/
EX EXISTING n... w.. ll,;l '�'i ,\'r�/i/ j; 1; ,tir ,( i•. „,,:'r\ \ ' l f ' , \ 15 .40 :.. ao (., �; , f ./ 6 ;'/ //; �0 \ ( /
FE - FINISHED ELEVATION
FF - FINISHED FLOOR
FT FEET .�% '� •r „ :.., 11 ii, �.�. \ i '// / li� /, ;- ,c
INV INVERT
LB - POUND \
LF - LINEAR FEET t l i N, rlr l) 1�_'.\\ \ X
MAX MINIMUM - MAXIMUM v t l III v - ` -
' r 12 G5
MIN -
N/F 18.50 NOW DR FORMERLY _ _ 6
NTS - NOT TO SCALE
}
0HP - OVERHEAD POWER W.T.5B
\ r FE l
I � \
OWD - OPEN W000 DECK r '33-
PIN - PROPERTY IDENTIFICATION NUMBERr ,.' y, 1' '8 S-80 - f(�O
R - RADIUS r, j I r ' a : _ - - _ (�
RCP - REINFORCED CONCRETE PIPE- - - -
_
ROW - RIGHT-OF-WAY X I _ -
RW - RETAINING WALL / - FE _ _ - D
SF - SQUARE FEET 19.00 -' '
_
SIP SET IRON PIPE - T ;'_-S :.i ` ram- _, l I; :i (i v
SIR - SET IRON ROD EX FE 17.0 -
0 -
TRT D TREATED -19 00 _- -
TST - TEMPORARY SEDIMENT TRAP -r' A r _ ' - - r I c _
, I - i ; -
TYP TYPICAL
-X- SILT FENCE-
j f _ ` v v ij 2.0`i• `FE17 65 / `. o-
-
WOOD PARKING/SIDEWALK
v FE
FE o FEv C' 16.75
WETLANDS -
E 5 0� v 1-6G ,33a• 17 b
'. F
COASTAL WETLANDS Ig i-13
DRAINAGE ARROWS " 1g; & 1E-Az-
- 16 3
------ EXISTING CONTOURS �� ��--�'�}-_`" 7 0
J
.� 20 ti
•-10- PROPOSED CONTOURS
s 74«p5 �/ 0 � 40 20 0 40 80
POWER POLE/UTILITY POLE 1 ` D DR� VE (50
S©UN
SHEET #3 OF 5 SCALE: 1 "= 40'
PROJECT #:
DESIGN FILE #:PM1630/PM1630 CONSTRUCTION.dgn
STORMWATER DATA
TRACT AREA =
332,409.93
SF
7.6311
AC
(ENTIRE TRACT WITHIN 575AEC)
UPLANDS =
324270
SF
7,4442
AC
WETLANDS =
8,139
SF
0.1868
AC
% WETLANDS =
2.45%
PROJECT TYPE =
REDEVELOPMENT
RECEIVING STREAM =
BOGUS SOUND
STREAM CLASS; INDEX=
SA/ORW;20,'.45-(0.5)
EXISTING IMPERVIOUS TO REMAIN =
2.685
SF
PROPOSED IMPERVIOUS
BUILDINGS =
64,625
SF
PARKING=
61,828
SF
CONCRETE BOAT RAMP =
13,082
SF
TOTAL =
139,535
SF
TOTAL IMPERVIOUS =
142,220
SF
TOTAL % IMPERVIOUS =
42.78%
DESIGN STORM =
2
INCHES
BMP BASIN NOA
AREA AT TOP EL 6.6
12,130
FT,
'-' AREA AT BOTTOM EL 5.5
10,593
FT'
DEPTH
1.1
FT
VOLUME
12,498
FT'
IMPERVIOUS
BUILDING =
42,019
FT'
DRAINAGE AREA =
102,544
SF
PARKING =
16,796
FT`
%IMPERVIOUS =
59.31%
TOTAL=
60.815
FT
%, O.05+,009(%IMP)=
0.58
REQUIRED VOLUME = (2712) x CA x P, =
9,977
FT3
INFILTRATION RATE=
6
INIHR
DRAWDOWN=
1.88
HOURS
VOLUME PROVIDED=
12,498
FT'
BMP BASIN NO.2
AREA AT TOP EL 8.0
3,725
FT=
AREA AT BOTTOM EL 5.0
1,925
FT`
DEPTH
3
FT
VOLUME
8,475
F'ta
IMPERVIOUS
BUILDING =
22,880
FT`
DRAINAGE AREA =
97,562
SF
PARKING=
27,129
FT'
%IMPERVIOUS=
51.62%
EX SIDEWALK =
544
FT'
IRV = 0.05+,009(%IMP) =
0.52
TOTAL=
50,553
FT=
REQUIRED VOLUME = (2712) x CA x R> =
8,396
FT'
INFILTRATION RATE=
6
IWHR
DRAWDOWN=
8.72
HOURS
VOLUME PROVIDED=
8,475
FT'
BNP BASIN NO.3
AREA AT TOP EL6.0
1,285
FT2
AREA AT BOTTOM EL5.0
670
FT
DEPTH
1
FT
VOLUME
978
FT3
IMPERVIOUS
PARKING =
2,875
FT'
DRAINAGE AREA =
14,300
SF
EXISTING OFFSITE =
2.654
FT`
%IMPERVIOUS =
38.66%
TOTAL =
5,529
FT`
Rv = 0.05+.009(%IMP) =
0.40
REQUIRED VOLUME _ (2'Yi �) x D4 x R+ =
949
FT3
INFILTRATION RATE=
6
IWHR
DRAWDOWN=
2.83
HOURS
VOLUME PROVIDED =
978
FT3
PROPOSED IMPERVIOUS TREATED=
114,243
FT3
PROPOSED IMPERVIOUS NOTTREATED=
27,977
FT3
%IMPERVIOUS NOT TREATED=
REVISIONS:
A f-p P R OV E �- No. BY DATE DESGON
l GI'r 8/26/08 SW SCOP/NG NG COMMENT
NORTH CAROLINA ENVIRONMENTAL 2 G1T 9/10/08 DWO SUBMITTAL
MANAGEMENT COMMISSION
DIVESION OF''Ki ER OUALITy
GRADING & REDEVELOPMENT STORMWATER MANAGEMENT PLAN
RFcT�,FD ISLAND HARBOR
r „J �� MARINA
135'�laruSC7�u EMERALD ISLE, CARTERET COUNTY, NORTH CAROLINA
CLIENT: MARITIME SIBLINGS, LLC DESIGNED:
C/O GEORGIA MURRAY ROC/GYT
ADDRESS: P.O. BOX 4549 DRAWN:
°°°�{S®Cqe EMERALD ISLE, NC 28594 RDC/GYT
°` O� R CHECKED:
4o�°c'QQopE'ssfo`oy''a® PHONE: [phone] RDC
_'� • SEAL ra �, STROUiD ENGINEERING,P.A. APPROVED:
_ 13 `• 13343� 151A HIGHWAY 24 RDC
'p�'•`°(.:�GINEEP•'°°��om MOREHEAD CITY, N.C. 28557 DATE:
4.9 "••••• (25 7479 6/23/08
8*etf01R9088s° CL �J16og SCALE:
R NALD D.CULLIHER P.E. 1 "= 40'

e
I
0
i
i
r
i
O
i
rr
r
�
r
�
f
r
p�V �
�
P '
r
�
I
r
a �
� r
�
�
r
r
BOTTOM ELEVATION 5.5
r
SHWT 2.25
STORAGE/BYPASS
ELEVATION 6.6
%'
LEAN OUT
'
BENCH MARK
(SEE DETAIL
THIS SHEET)
,
r
�
�
�
O t
3
r
,
r
,
e
4.5
r
r
,
N10038'56"W
r
EGINNING
r
N^
POINT
t,
P
CURVE DATA
r
(o ,'
LENGTH O = 13.88
RADIUS = 20.00
'
o'
CH.LENGTH = 13.60
CH.BEARING = 554`13'54"W
r
LENGTH O = 17.87
RADIUS = 10.00
`
CH.LENGTH = 15.58
CH.BEARING = N54041'58"V!
''-
14.0
N74006'44"E
LENGTH 0 = 13.72
RADIUS = 10.00
CH.LENGTH = 12.67
CH.BEARING = N35047'13"E
LENGTH = 24.31
O
RADIUS = 10.00
CH.LENGTH = 18.75
CH.BEARING = S35'16'55"E
LENGTH 15.71
RADIUS O = 20.00
CH.LENGTH = '15.31
CH.BEARING = S11"51'04"W
INFILTRATION BASIN #1
SCALE: 1"= 20'
SOD ENTIRE-FI[ TER --STRIP, WIDTH ,
o
r
A
=;
O�J
OI
m
#3 MOT.
8'.
EV.EL, SPREADER
0
O
J
1" WEEP HOLE,
5" FROM TOP @
3'O.C.TYPICAL
SECTION B-B
LEVEL SPREADER
SCALE: NOT TO SCALE
SHEET #5 OF 5
PROJECT #: PM1630
DESIGN FILE #:PM1630/PM1630 CONSTRUCTION.dgn
4"-45' STONE
PLACED ON
FILTER FABRIC
A
WE
-- e
i e
r ® ,
r r
r � ,
r r
LEAN OUT '
f BENCH MARK
(SEE BET Al r
+ THIS SHEE ) r
r r
BOTTOM ELEVATION 5.0 '
SHWT 3.10 �STORAGE/BYPASS
r ELEVATION 8.0
r r
r r
r 0 ,
r r
` r
` O r
• 1
r
1BEGIN
POINTNING
CURVE DATA
LENGTH 0 = 6.65
RADIUS = 4.00
CH.LENGTH = 5.91
CH.BEARING = 559"22'52"W
RADIUS O = 5.00
CH.LENGTH = 6.74
CH.BEARING = N30°37'08"W
LENGTH 0 = 6.01
RADIUS = 5.00
CH.LENGTH = 5.65
CH.BEARING = N46°11'09"E
LENGTH ®= 7.76
RADIUS = 4.00
CH.LENGTH = 6.60
CH.BEARING = S43°48'51"E
INFILTRATION
SCALE: 1"= 20'
NEENAH FOUNDRY COMPANY
MANHOLE FRAME AND LID R-1642,
OR APPROVED EOUAL
(FOR JUNCTION BOXES)
3' MIN 'yl
I
SEE PLAN FOR HOPE y
PIPE DIAMETERS
CONSTRUCTED
FLOW INVERT
6"MIN STONE-
PRECAST
JUNCTION BOX
SCALE: NOT TO SCALE
7 .50 SPILL CURB
N80'3 56"E
FE6.0
T C 6. 5-t�_ _
FE6.0 FLUME
INV5.9
TOP OF WALL 7.5
Zo w
pO D
rn
Z �
Nr�
�Ly-•
aZ
H
<Z g
y{Ga
"aAr
Z"
N
0
r9
-0.
�I
0 c�
TOP OF WALL 9.
TOP OF WALL 7.0
CLEAN OUT
BENCH MARK
(SEE DETAIL
THIS SHEET)
rr
im
J G
O H
O
Z
0
o'
w
L
STORAGE/BYPASS
o ELEVATION 6.0
-BEGINNING
POINT
TOP OF WALL 7.0
INFILTRATION BASIN #3
SCALE: 1"= 20'
SECTION
VIEW
O
4.00
0.5D 3.00 1 0.50
(2) 24"x 30" GRATES
WITH CURB BOXES
SEE PLAN
JJ~
it,i
00
0
0
r7 i�i
of
OI
SECTION
VIEW
PI AN VIEW
ASPHALT u
w
a
0
NEENAH MANUFACTURER
FRAME.GRATE & CURB BOX
(2) 24"x 30
PROVIDEMIN IMUM
12"SEDIMENT STORAGE -
BELOW PIPE.INVERT
V6"MINIMUM
t#57 STONE
SECTION VTFW
CATCH BASIN
WITH SEDIMENT STORAGE
SCALE: NOT TO SCALE
BASIN
BOTTOM EL
SHWTKL
1
5.50
2.25
2
5.00
3.10
3
5.00
2.00
�SHWT
AS DETERMINED BY NCDENR
INFILTRATION
BASIN
SCALE: NOT TO SCALE
HAS (N idCFli.
z
w
0
w
m
w
3; 7
IN 1 18" HDPE MANIFOLD
IN 2 12" HDPE MANIFOLD
/-- BASIN 1 18"X 8" TEE @ 6.0' D.C.
BASIN 2 12"X 8" TEE @ 6.0' O.C.
CLASS A RIPRAP
APRON LENGTH = 4'
APRON WIDTH = SEE PLAN
THICKNESS = 1'
BOTTOM ELEVATION
FLOW SPREADER
SCALE: NOT TO SCALE
-LOCATE BENCHMARK APPROXIMATELY
/ IN THE CENTER OF EACH BASIN
4"x 4"x 6'TREATED POST
PERMANENTLY AND CLEARLY MARK
POST AT CLEANOUT ELEVATION
(SEE TABLE)
BASIN BOTTOM
BASIN BOTTOM EL CLEAN OUT EL
1 5.50 5.77
2 5.00 5.75
3 5.00 5.25
is
E PLAN FOR INFILTRATION BASIN
ZE & LOCATION CLEANOUT BENCHMARKG
SCALE: NOT TO SCALE REVISIONS:
Na BY DATE DESCRIPTION
I GYT 9110108 _fflm
S
BASIN & STORMWATER DETAILS
ISLAND HARBOR
MARINA
EMERALD ISLE, CARTERET COUNTY, NORTH CAROLINA
CLIENT: MARITIME SIBLINGS, LLC DESIGNED:
C/O GEORGIA MURRAY RDC/GYT
ae,00181/O Pff@pOe, ADDRESS: P.O. BOX 4549 DRAWN:
CkA CARD ess EMERALD ISLE, NC 28594 RDC/GYT
a� \' ,esu•••h �l �O
Ss/pZ.,•"., PHONE: [phone] CHECKED:
9• RDC
' APPROVED:
S 343 r,k g STIS®UI) ENGINEERING, I.A.
RDC
'�O c� �Q.,•°tq 151A HIGHWAY 24
®'efy� °°•.Q�NE>• `Q'rr` MOREHEAD CITY, N.C. 28557 DATE:
°e,<fl p CUB vie` 7-7479 6/23/08
��i�eane4oN�°9_SCALE:
N d?. �UlakeI EIa Ie:�. AS NOTE

I[Xdlmi
NCDENR BORE'
EL 3.56
161WATER TABLE
SHWT 2.23
DATE: 8/25/98
(REMOVE 6-8'OF EXISTING
GRAVEL TO CLEAN SAND)
O E f.F
I Y
3
ZONE AE_ELB_0___
f
ZONE X_SH_ADED
ZONE X
i
AC
- ACRE
BLDG
- BUILDING
CF
- CUBIC FEET
CH.
- CHORD
CL
- CENTERLINE
DR
- DRIVE
EL
- ELEVATION
EIP
- EXISTING IRON PIPE
EIR
- EXISTING IRON ROD
EIS
- EXISTING IRON STAKE
EOP
- EDGE OF PAVEMENT
EX
- EXISTING
FE
- FINISHED ELEVATION
FF
- FINISHED FLOOR
FT
- FEET
1NV
- INVERT
LB
- POUND
LF
- LINEAR FEET
MAX
- MAXIMUM
MIN
- MINIMUM
N/F
- NOW OR FORMERLY
NTS
- NOT TO SCALE
OHP
- OVERHEAD POWER
DWI)
` OPEN WOOD DECK
PIN
- PROPERTY IDENTIFICATION NUMBER
R
- RADIUS
RCP
- REINFORCED CONCRETE PIPE
ROW
- RIGHT-OF-WAY
RW
-- RETAINING WALL
SF
- SQUARE FEET
SIP
- SET IRON PIPE
SIR
- SET IRON ROD
TRT'D
- TREATED
TST
- TEMPORARY SEDIMENT TRAP
TYP
- TYPICAL
—T
SILT FENCE
�—X
+--... -. ..�
WOOD PARKING/SIDEWALK
WETLANDS
COASTAL WETLANDS
---
DRAINAGE ARROWS
- 'S- - EXISTING CONTOURS
—10— PROPOSED CONTOURS
'v POWER POLE/UTILI iY POLE
ti
-
-
40 20 0 4
,
SHEET #SUPPLEMENT B
PROJECT #: PM1630
DESIGN FILE #:PM1630/PM1630 CONSTRUCTION.dgn
S",ALL-. I — 40
z
0
--4
NR BORE2
.81
ATER TABLE
3.06
8/25/08
9
F �
n /
-7W7.0
NCDENR BORE3
EL 5.29
N. 40"WATER TABLE
°' SHWT 1.96
DATE: 8/25/08
ASIN BOTTOM EL5.0
P-. OVERFLOW EL6.0
Q C�O'nrfl
DRAINAGE AREA #1
DRAINAGE AREA #2
DRAINAGE AREA #3
rREVISIONS:
1 No. I to I DATE I DESCRIPTION
DRAINAGE AREA MAP
ISLAND HARBOR
MARINA
EMERALD ISLE, CARTERET COUNTY, NORTH CAROLINA
CLIENT: MARITIME SIBLINGS, LLC DESIGNED:
C/O GEORGIA MURRAY RDC/GYT
ADDRESS: P.O. BOX 4549 DRAWN:
EMERALD ISLE, NC 28594 RDC/GYT
PHONE: [phone] CHECKED:
* sm r # A STROUD ENGINEERING, P.A.
�0 13343 151A HIGHWAY 24
y : Q M4 OREHEAD7IITY, N.C. 288557 lI , p
�RONAI.LD D. CULLIPHE P.E.
RDC
RDC
DATE:
9/7/08
SCALE:
1"= 40'

z
0
AC
- ACRE
BLDG
- BUILDING
OF
- CUBIC FEET
CH.
- CHORD
CIE
- CENTERLINE
DR
- DRIVE
EL
- ELEVATION
EIP
- EXISTING IRON PIPE
EIR
- EXISTING IRON ROD
EIS
- EXISTING IRON STAKE
EDP
- EDGE OF PAVEMENT
EX
- EXISTING
FE
- FINISHED ELEVATION
FF
- FINISHED FLOOR
FT
- FEET
INV
- INVERT
LB
- POUND
LF
- LINEAR FEET
MAX
- MAXIMUM
MIN
- MINIMUM
N/F
- NOW OR FORMERLY
NTS
- NOT TO SCALE
OHP
- OVERHEAD POWER
OWD
- OPEN WOOD DECK
PIN
- PROPERTY IDENTIFICATION NUMBER
R
- RADIUS
RCP
- REINFORCED CONCRETE PIPE
ROW
- RIGHT-OF-WAY
RW
- RETAINING WALL
SF
- SOUARE FEET
SIP
- SET IRON PIPE
SIR
- SET IRON ROD
TRT'D
- TREATED
TST
- TEMPORARY SEDIMENT TRAP
TYP
- TYPICAL
- X -
SILT FENCE
WOOD PARKING/SIDEWALK
WETLANDS
COASTAL WETLANDS
-®
DRAINAGE ARROWS
>- -- EXISTING CONTOURS
10- PROPOSED CONTOURS
POWER POLE/UTILITY POLE
SHEEI #1 OF 5
PROJECT #: PM1630 _-
DESIGN FILE #:PM1630/PM1630 CONSTRUCTION.dgn
TOTALS
EXISTING ING IMPERVIOUS
EXISi1NG
BUILDINGS
(SF)
EXISTING
PARKING, DRIVES,ASPHALT,
STONE&CONCRETE WALKS
(SF)
993.58
10,685A1
51.81
281.21
213.13
903.76
693.22
966.06
782.83
602.12
10.00
650.79
259.20
4,392.60
562.09
278.53
658.32
844.92
100.00
243.68
42.64
1,368.25
91.53
29, 238.00
1,113.55
8,519.31
290.00
32,113.71
615.00
186.59
100.04
128.89
906.10
640.52
244.00
259.35
784.45
808.65
34.44
738.18
647.87
316.21
1,116.02
478.64
1,098.04
220.13
184.80
65.86
1,190.62
600.94
705,79
28, 439.47
102.09
1,605.96
865.18
34.40
272.64
1,474.31
67.22
1,381.56
19,292.45
123,971,78
TRACT AREA =
TOTAL IMPERVIOUS =
EX. % IMPERVIOUS =
3321409.93 SF
143,264.23
43.10%
REVISIONS:
No. RY DATE DESCRIPTION
ISLAND HARBOR
mill
if
1 V /
EMERALD ISLE, CARTERET COUNTY, NORTH CAROLINA
CLIENT: MARITIME SIBLINGS, LLC DESIGNED:
C/O GEORGIA MURRAY RDC/GYT
ADDRESS: P.O. BOX 4549 DRAWN:
ae000eaG,AeR�Bge�•+t EMERALD ISLE, NC 28594 RDC/GYT
.�9•®® PHONE: [phone] CHECKED:
p roQ ql a R D C
m
g STROUD ENGINEERING, P.A. APPROVED:
is 13w4 151A HIGHWAY 24
IT RDC
e9•,•>Fiy�o� MOREHEAD CITY, N.C. 28557 DATE:
•••ON ......•• J�°io® ) 247 7479 6/23/08
'•oe,°gLp D.SCALE:
F�hnn�
RONALD ACLJL IPI-IE P.E. 1 "= 40'

"Al' TO "B" ALONG
NORMAL HIGH WATER LINE
OF ROGUE SOUND
COURSE
BEARING
DISTANCE
Ll
5 67'01'59" E
4.98'
L2
S 72.17 38" E
15.30'
L3
N 54'5342" E
30.48'
1-4
N 8531'48" E
32.44'
1-5
N 77'5T43" E
40.96'
16
N 45*13'28" E
14.62'
1-7
N OT38'02' E
12.91
L8
N 73'19'47" E
21.32
L9
S 85'13 39" E
25.79'
L10
N 67'52'09" E
20.29'
U1
N 66'39'24` E
34.97
L12
N 30'26'37" E
30.90'
L13
S 71'29'12' E
33.59'
L14
S 61'5 00" E
19.59'
Cl -5
N 8T32'49' E
23.58'
L16
N 8310'59- E
13,05
L17
S 48-36*35" E
25.15'
L18
N 45'07'07" E
15.42'
L19
S 57'24'33" E
25.57
L20
S 54*56'14" E
72.54'
L21
N 83-47'11" E
64.84
L22
S 11'01'35" E
33.86'
L23
N 76'23'08" E
16.05
L24
N 12'48'06" V1
31.58
L25
N 53'25'47" E
27.42'
L26
N 48'30'51" E
23.94
L27
N 80°4V53 E
17.81
L28
S 59'54'03" E
24.24'
L29
N 4239'58" E
13.24
L30
N 59'42'50" E
22.89'
L31
N 5T26'46" E
37.64'
L32
N 51'22'50" E
24.08
L33
N 28'42'27" W
16.96'
L34
S 88'38'4�' E
24.29
1-35
N 35*15'33- E
25.63
L36
N 73'18'41" E
16.96'
L37
_
N 81'06'55" E
27.06
STORMWATER
EASEMENT
FROM AN EXISTING PK NAIL ON PROPERTY
N80' 33' 52' W. 147.21 FEET TO
THE POINT OF BEGINNING;
THENCE N 55' 35' 05' W, 361.49 FEET,
THENCE S 84' 20' I G' W, 93.17 FEET,
THENCE N 05' 39' 44' W, 206.05 FEET,
THENCE N 75' 05' 07' E, 1 69. 96 FEET,
THENCE S 1 4' 54' 53' E, 94.46 FEET,
THENCE S 34' 21' 04' 1J, 139.22 FEET,
THENCE S 55' 38' 56' E, 382.00 FEET,
THENCE N 34' 21' 04' E, 252.47 FEET,
THENCE N 09' 26' 08' W, 221.58 FEET,
THENCE N 80' 33' 52' E, 93.39 FEET,
THENCE S 09' 26' 08' E, 94.33 FEET,
THENCE N 80'33'52' E, 81.55 FEET,
THENCE N 09' 2G' 08' W, 117.93 FEET,
THENCE N 80' 33' 52' E, 57.58 FEET,
THENCE S 09' 26' 08' E. 141.93 FEET,
THENCE S 80' 33' 52' W, 154.42 FEET,
THENCE S 09' 26' 08' E, 59.33 FEET,
THENCE S 34' 21' 04' W, 340.31 FEET,
THENCE S 80' 33' 52' W. 34.86 FEET.
AND THE POINT OF BEGINNING
CL PAVEMENT
CURVE DATA
LENGTH O
13.25
RADIUS =
201.48
CH.LENGTH =
13.25
CH.BEARING =
N09001'40"W
LENGTH Q =
145.92
RADIUS =
201.48
CH.LENGTH =
142.75
CH.BEARING =
N13036'14"E
LENGTH Q =
1
RADIUS =
267.4098.06 8
CH.LENGTH =
193.57
CH. BEARING =
N13008'18"E
LENGTH O4
250.20
RADIUS -
333.48
CH.LENGTH -
244.38
CH.BEARING =
N12'51'27"E
LENGTH O =
5.48
RADIUS =
53.00
CH.LENGTH =
5.51
CH.SEARING =
N31022'22"E
LENGTH ©
RADIUS
= 77.74
CH.LENGTH
= 53.00
= 70.96
CH.BEARING
= N13'37'38"E
LEGEND
AC - ACRE
BLDG - BUILDING
CF - CUBIC FEET
CH. - CHORD
CL - CENTERLINE
DR - DRIVE
EL - ELEVATION
EIP - EXISTING IRON PIPE
EIR - EXISTING IRON ROD
EIS - EXISTING IRON STAKE
EDP - EDGE OF PAVEMENT
EX - EXISTING
FE - FINISHED ELEVATION
FF - FINISHED FLOOR
FT - FEET
INV - INVERT
LB - POUND
LF - LINEAR FEET
MAX - MAXIMUM
MIN - MINIMUM
N/F - NOW OR FORMERLY
NTS - NOT TO SCALE
CHIP - OVERHEAD POWER
OWD - OPEN WOOD DECK
PIN - PROPERTY IDENTIFICATION NUMBER
R - RADIUS
RCP - REINFORCED CONCRETE PIPE
ROW - FIGHT -OF -WAY
RW - RETAINING WALL
SF - SQUARE FEET
SIP - SET IRON PIPE
SIR - SET IRON ROD
TRT'D - TREATED
TST - TEMPORARY SEDIMENT TRAP
TYP - TYPICAL
- X - SILT FENCE
WOOD PARKING/SIDEWALK
WETLANDS
COASTAL WETLANDS
DRAINAGE ARROWS
EXISTING CONTOURS
-10- PROPOSED CONTOURS
POWER POLE/UTILITY POLE
STORMWATER EASEMENT
v. SPILL CURB S GUTTER
,�A"
E. I. R. �'•�
STRUCTURAL
BY
SHEET #2 OF 5
PROJECT #: PM1630
DESIGN FILE #:PM1630/PM1630 CONSTRUCTION.dgn
,W 228-
62 a
� 1d/
UND DRIVE (50R V�
0
I
FISH CLEANING
STATION
SCALE: 1"= 40`
QRtVE (50PROW)__
sou __
2C3 3 52'
S8p 3
,w-
AE-E` 8 p
18.6
S45'50'35"E
z
0
A
2X TRT'D DECKING SCREWED TO JOISTS
FOR REMOVAL. REPAIR AND MAINTENANCE
ING WALL
BY OTHERS
SITE DATA
TYPICAL IOX20 PARKING STALL
.'D JOIST R 12" O.C.
'D SUPPORT BASE @ 4.5' 0.
OF PAVEMENT
A
PLAN VIEW ELEVATED WOOD PARKING DETAIL
2X8 BAND 2X8 BAND
2X WOOD DECKING --PAVEMENT SECTION
5/8" REBAR 24" LONG DRIVEN INTO THE GROUND--' !
FINAL SOIL GRADE
TRT'D 6X6
SECTION A -A
ELEVATED WOOD PARKING SECTION
SCALE: NOT TO SCALE
TRACT AREA = 332,409.93 SF (7.631AC)
(ENTIRE TRACT WITHIN 575'AEC)
UPLANDS = 324.270 SF (7.444AC)
WETLANDS = 8,139 SF (0.187AC)
% WETLANDS = 2.45%
EXISTING LAND USE = MOBILE HOME PARK/MARINA
FLOOD ZONES = AE EL8, SHADED X AND X
AICUZ = CUZ1
PROPOSED PARKING SPACES = 258
NOTES:
1. ALL RADII ARE 5' UNLESS NOTED OTHERWISE.
0\ `• peae pee •r P®
s Q�eee(V,JSI{�y�a s
T is
Uj
40 D. 9C. a%%
2.5" SF9.5A
8"CABC
PAVEMENT
SECTION
SCALE: NOT TO SCALE
CONCRETE
VALLEY GUTTER
SCALE: NOT TO SCALE
R z 6" 12"
R 3"
R 3"
18
3000 PSI CONCRETE
18" SPILL CURB AND GUTTER
SCALE: NOT TO SCALE
`�Gv �J�u>/ g
REVISIONS:

4:0140161
HOOUE SOUND
(SA - OR W)
FISH CLEANING
<, �• STATION
404 KIETLANDS/ _ `i L 1s c 16 \ _
COASTAL MARSH t d _
LINE
\
♦
% r
N ,
\ r
!• s y A� .•,.•••�' ♦ >. � \ � o •\ •\'•!' �' ^ems .L'\
\ !' fir•• `<, \e � �.�_..-
_ 5
r I�•`EV£L S F 6 i 12LF 18"HOPE .$
INV 5.
NCDENR BORE1
EL 3.56
16"WATER TABLE
SHWT 2.23
DATE: 8/25/98
(REMOVE 6-8`OF EXISTING
GRAVEL TO CLEAN SAND)
ZONE AE-ELB-O--
ZONE XSHADED
-
ZONE X
AC
- ACRE
BLDG
- BUILDING
CF
- CUBIC FEET
CH.
- CHORD
CL
- CENTERLINE
OR
- DRIVE
EL
- ELEVATION
EIP
- EXISTING IRON PIPE
EIR
- EXISTING IRON ROD
EIS
- EXISTING IRDN STAKE
EOP
- EDGE OF PAVEMENT
EX
- EXISTING
FE
- FINISHED ELEVATION
FF
- FINISHED FLOOR
FT
- FEET
INV
- INVERT
LB
- POUND
LF
- LINEAR FEET
MAX
- MAXIMUM
MIN
- MINIMUM
N/F
- NOW OR FORMERLY
NTS
- NOT TO SCALE
OHP
- OVERHEAD POWER
OWD
- OPEN WOOD DECK
PIN
- PROPERTY IDENTIFICATION NUMBER
R
- RADIUS
RCP
- REINFORCED CONCRETE PIPE
ROW
- RIGHT-OF-WAY
RW
- RETAINING WALL
SF
- SQUARE FEET
SIP
- SET IRON PIPE
SIR
- SET IRON ROD
TRT'D
- TREATED
TST
- TEMPORARY SEDIMENT TRAP
TYP
- TYPICAL
- X -
SILT FENCE
WOOD PARKING/SIDEWALK
WETLANDS
COASTAL WETLANDS
--.-
DRAINAGE ARROWS
-- 7}--- EXISTING CONTOURS
--10 - PROPOSED CONTOURS
Sr POWER POLE/UTILITY POLE
SHEET #3 OF 5
PROJECT #:
DESIGN FILE #:PM1630/PM1630 CONSTRUCTION•dgn
r
Do
C�
T
rn
i
r-i1 `
SpRp
BASIN #2
BASIN 80 DM
EL5.0
✓ERFL0 EL 8.
L3E
L37
�•�L34..�.; u�
e
1
ALL
ROOF
DRAINAGE
THIS BLDG
10 BASIN #2
6
d�
TC6.5
FE6.0
rW7.0 NCDENR BORE3
W5.9
� INvS P EL 5. 29
/ 40"WATER TABLE
SHWT 1.96
DATE: 8/25/08
ASIR BOTTOM EL5.0
1 OVERFLOW EL6.0
INV S 5.60 W'u�• - _ ♦� SEE �SE(ET-S . __ - 5L , _
i tis INV N 5.60 B V > a o a -- _- _-SBU_
\
TCB e,1 - ONE AE ELS D -- - -
ODF LEADER / -\ \\ ATCH BAZIN
_ - (NUMBER. SIZE 8 1 \ ZY ORATE✓ RFLOW
irl
1. - LOCATIDN BY OTHERS) '
BASIN #1r' y 5� i
BASIN BOTTOM FE5.5
/ \
Q v ' NCDENR BORE2
0 3/4, OF BUILDING 45 WATER TABLE
e TO DRAIN TO INFILTRATION SHWT 3.06
JBz --. GUTTER/DRA-INAGERSY�TEM UND`_ / \\\✓j�/%(if>.t.' °j` -` ._.' � /GOa� I DATE: 8/25/08
INV 6.37
361-F �18"HOPE @ 0. 647. r�
RIM 19.25
/ - 1
m \ INV W 5.70
I' I FLOW SPREADER, OVERFLOW 6.60 " ", i! - _. ..__s. •` +'-',`�-. ,\\\\\�. ,� z\��\�\\���. / /.1/A o:15 ;-�r a. _ „� �./
SEE SHEET ATCH-BASIN
E, - 'C2 24 "x�30"1LR'a'iES
-. -
f
-� '., j HRP.E � �O�- � , f� ; r - ,1 „'\1�✓y\� `x Q~Y�F , /�i/',\�' �' �� r `/t�1 // /' _
T
® , r
��Lj r r ,`J\� �\\\`„\\ pQQ'QQ' _ /ll:' •-%
r
;
cn \\\✓, / -i0
/�2 ,/�% `�. ! 'I`\,�•, a \ �, a \.\\\ _
;4' .r�;.,+XFE I I \,` x , ._ ! \` �. \\\Q`�, - ' / NA,r
,�9i 1 / r/ _ ;6•p�. \/ P_Q7P\ \\\\\ _ / ,<f /";�1 ! /f/ /� '� �i�/11 ^ \
\ / A
Iv-
/l.J
Ile
FE
o \ 1 \
X
/
15:74
i r r `F /
N 12.zi
y ;
I
�-
", \ ` rr f �� , b • ' I , / ,: / i i . , r \ r/ / ( i ' �, ., 'J.3.. , /'.. ,; / 1 ' f i ;,/,, /r j j r ,
\ l I i � 7 •,, � /ri1`. \ \ - -_ � 0r, t ljl /r /' !r / / - ..- r ._
r i
r 1 ,
-
f i
XFE
76
i
,
:r 16
oRiVE '
/
y
5
SO
6 ,X
j -
X EX FE 17.0
UN
r v _
- f N
01A -- FE17 65 r �
16.75
J FE FE
/
13 �� 1b 16 3
0
79 p5'76"W 228.62'
��� �50'RQ) 40 20 0 40 80
SOUND pR
SCALE: 1"= 40'
STORMWATER DATA
TRACTAREA =
332,409.93
SF
7.6311
AC
(ENTIRE TRACTWITHIN 575AEC)
UPLANDS =
324270
SF
7.4442
AC
WETLANDS =
8,139
SF
0.1568
AC
% WETLANDS =
2.45%
PROJECTTYPE=
REDEVELOPMENT
RECEIVING STREAM =
BOGUE SOUND
STREAM CLASS; INDEX=
SA/ORW;20-36-(0.5)
EXISTING IMPERVIOUS TO REMAIN =
2.685
SF
PROPOSED IMPERVIOUS
BUILDINGS =
64,625
SF
PARKING=
61,828
SF
CONCRETE BOAT RAMP =
13,082
SF
TOTAL =
139,535
SF
TOTAL IMPERVIOUS =
142.220
SF
TOTAL % IMPERVIOUS =
42.78%
DESIGN STORM_
2
INCHES
BIVP BASIN NO.1
AREA AT TOP EL 6.6
12,130
FT
AREA AT BOTTOM EL 5.5
10,593
FT
DEPTH
1.1
FT
VOLUME
12,498
FT
IMPERVIOUS
BUILDING =
42,079
FT
DRAINAGE AREA =
102,544
SF
PARKING=
18,796
FT'
%IMPERVIOUS=
59.31%
TOTAL =
60,815
FT
Rv= 0.05+,009(%IMP) =
0.58
REQUIRED VOLUME = (2712) x CA x Rv =
9,977
FT
INFILTRATION RATE=
6
INVHR
DRAWDOWN=
1.86
HOURS
VOLUME PROVIDED=
12,498
FT'
BMP BASIN NO.2
AREA AT TOP EL 8.0
3,725
FT
AREA AT BOTTOM EL 5.0
1,925
FT2
DEPTH
3
FT
VOLUME
8.475
FT
IMPERVIOUS
BUILDING =
22,880
FT
DRAINAGE AREA =
97,562
SF
PARKING=
27,129
FT
%IMPERVIOUS=
51,62%
EX SIDEWALK=
544
FT
Rv=0.05+,009(%IMP)=
0.52
TOTAL=
50,553
FT
REQUIRED VOLUME = (2'712) x OA x R> =
8,396
FT
INFILTRATION RATE=
6
IMFIR
DRAWDCWN=
8.72
HOURS
VOLUME PROVIDED=
8,475
FT
SUP BASIN NO.3
AREA AT TOP EL6.0
1,285
FT
AREA AT BOTTOM EL5.0
670
FT
DEPTH
1
FT
VOLUME
976
FT
IMPERVIOUS
PARKING =
2,875
FT
DRAINAGE AREA =
14,300
SF
EXISTING OFFSITE =
2.654
FT
%IMPERVIOUS =
38 66%
TOTAL =
5,529
FT''
Rv = 0.05+.009(%IMP) =
0 40
REQUIRED VOLUME = (2'712) x DA x R+ =
949
FT
INFILTRATION RATE=
6
INIHR
DRAWDOWN=
2.83
HOURS
VOLUME PROVIDED =
978
FT
PROPOSED IMPERVIOUS TREATED =
114,243
FT
PROPOSED IMPERVIOUS NOTTREATED=
27,977
FT
%IMPERVIOUS NOT TREATED=
8.42%
�SVA CA,q
0 e.. �l
C�QQQFESSI0.
e
SEAL r°s
1
e t
m
eaame.N q
REVISIONS:
No.
BY
DATE
DESCRIPTION
I
GYT
8/26/06SW
SCOP/NG COMMENT'
2
GYT
9/IO/OS
DWO SUBM/7TAL
TE M AGEMENT
PLAN
GRADING & REDEVELOPMENT STORMWWAR AN
ISLANDMARINA
HARBOR
EMERALD ISLE, CARTERET COUNTY, N
CLIENT: MARITIME SIBLINGS, LLC
C/O GEORGIA MURRAY
ADDRESS: P.O. BOX 4549
EMERALD ISLE, NC 28594
PHONE: [phone]
A STROUD ENGINEERING, P.A.
IF151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
(25 7479 /
R NALD D. CULI,IPHER P.E.
DESIGNED:
RDC/GYT
DRAWN:
RDC/GYT
CHECKED:
RDC
APPROVED:
RDC
DATE:
6/23/08
SCALE:
1 "= 40'

r
,
r
3
+
'
1
r
r
,
r
+
a +
,
'
,
BOTTOM ELEVATION 5.5
SHWT 2.25
STORAGE/BYPASS
%'
ELEVATION 6.6
LEAN OUT
/
(SEEHDETAIL
THIS SHEET)
r
+
'
� r
4.5
,
4 ,
N10°38'56"W
,
oP '
EGINNING
POINT
'
P +
CURVE DATA
LENGTH O =
13.88
RADIUS =
20.00
'
O
CH.LENGTH =
13.60
CH.BEARING =
S54°13'54"W
,
LENGTH O =
17.87
RADIUS =
10.00
`
CH.LENGTH =
15.58
CH.BEARING =
N54041'58"W
'-
14.0
N74006'44"E
LENGTH O =
13.72
RADIUS =
10.00
CH.LENGTH =
12.67
CH.BEARING =
N35047'13"E
LENGTH O =
24.31
RADIUS =
10.00
CH.LENGTH =
18.75
CH.BEARING =
S35°16'55"E
LENGTH -, =
15.71
RADIUS =
20.00
CH.LENGTH =
'15.31
CH.BEARING =
S11°51'04"W
INFILTRATION BASIN #1
SCALE: 1"= 20'
- SOD,fNTIRE,�FiLTER°STRIP-,WIDTH^„°, -
> ' 4r-u57 STONE
PLACED ON
FILTERp FABRIC
CONCREIE.LEVEL' SPREADER
u� 3
(D O a
a
r O r
' O r
r ,
LEAN OUT I '
BENCH MARK `
(SEE DETAI '
r THIS SHEE ) r
I
r
BOTTOM ELEVATION 5.0 '
SHWT 3.10 ' STORAGE/BYPASS
r ELEVATION 8.0
r ,
r ,
' O r
r r
` O I
` 1
r
BEGINNING
POINT
CURVE
DATA
LENGTH 0
= G-65
RADIUS
= 4.00
CH.LENGTH
= 5.91
CH.BEARING
= S59022'52"W
LENGTH O
= 7.40
RADIUS
= 5.00
CH.LENGTH
= 6.74
CH.BEARING
= N30037'08"W
LENGTH O
= 6.01
RADIUS
= 5.00
CH.LENGTH
= 5.65
CH.BEARING
= N46011'09"E
LENGTH
7.76
RADIUS v
= 4.00
CH.LENGTH
= 6.60
CH.BEARING
= S43°48151"E
INFILTRATION BASIN #2
SCALE: 1"= 20'
NEENAH FOUNDRY COMPANY
MANHOLE FRAME AND LID R-1642,
OR APPROVED EQUAL
(FOR JUNCTION BOXES)
1" WEEP HOLE.
5" FROM TOP @
3'O.C.TYPICAL
3' MIN
S
° C NC ETE,LEVEL`EAQER a77777-
'
I
'.• �..
•`
SEE PLAN FOR HOPE
PIPE DIAMETERS
CONSTRUCTED
SECTION A -A
FLOW INVERT
6"MIN STONE
#3 BENT
18`0.
SECTION B-B
LEVEL SPREADER
SCALE: NOT TO SCALE
SHEET #5 OF 5
PROJECT #: PM1630
DESIGN FILE 4:PM1630/PM1630 CONSTRUCTION.dgn
PRECAST
JUNCTION BOX
SCALE: NOT TO SCALE
7.50
N80°36'56
TC6. 5-r_
FE6.0 FLU
INV5
TOP OF WALL 7
(2) 24'
WITH CL
I
TOP OF WALL 9.0-
7.50
S80°36'59
ILL CURB
�-TC6.5
FE6.0
TOP OF WALL 7.0
CLEAN OUT
BENCH MARK
(SEE DETAIL
THIS SHEET)
:m
J G
n
0
z
O
co L
VoD STORAGE/BYPASS
0 ELEVATION 6.0
-BEGINNING
POINT
TOP OF WALL 7.0
INFILTRATION BASIN #3
SCALE: 1"= 20'
VIEW
PI AN VIEW
0
0
PROVIDE--' MINIMUM
'12"SEDIMENT STORAGE
BELOW PIPE INVERT
6"MINIMUM
#57 STONE
SFCTI(1N VIEW
CATCH BASIN
WITH SEDIMENT STORAGE
SCALE: NOT TO SCALE
STORAGE
_ _ _ STORAGE/BYPASS E�VATLDIN -VARIES 1'- I
3. r4 CLEAN SAND �M1ZN� t
BASIN
BOTTOM EL
SHWT-)KEL
1
5.50
2.25
2
5.00
3.10
3
5.00
2.00
SHWT
AS DETERMINED BY NCDENR
INFILTRATION
BASIN
SCALE: NOT TO SCALE
r-
z
w
0
w
m
ui
w
u
NEENAH MANUFACTURER
FRAME .GRATE & CURB BOX
(2) 24"x 30"
3; 7
r
_SHWT(
VAR
IN 1 18" HDPE MANIFOLD
IN 2 12" HDPE MANIFOLD
,- BASIN 1 18"X 8" TEE @ 6.0' O.C.
BASIN 2 12"X 8" TEE @ 6.0' D.C.
CLASS A RIPRAP
APRON LENGTH = 4'
APRON WIDTH = SEE PLAN
THICKNESS = 1'
®, BOTTOM ELEVATION
PLOW SPREADER
SCALE: NOT TO SCALE
r-LOCATE BENCHMARK APPROXIMATELY
/ IN THE CENTER OF EACH BASIN
-4"x 4"x 6'TREATED POST
PERMANENTLY AND CLEARLY MARK
POST AT CLEANOUT ELEVATION
(SEE TABLE)
BASIN BOTTOM
BASIN BOTTOM EL CLEAN OUT EL
1 5.50 5.77
2 5.00 5.75
3 5.00 5.25
E PLAN FOR INFILTRATION BASIN
ZE & LOCATION CLEANOUT BENCHMARK
SCALE: NOT TO SCALE
REVISIONS:
No. I BY DATE DESCRIPTION
/ I GYTJ 9/10/08 rnuuaurc
BASIN i STORMWATER DETAILS
ISLAND HARBOR.
\./
EMERALD ISLE, CARTERET COUNTY, NORTH CAROLINA
CLIENT: MARITIME SIBLINGS. LLC DESIGNED:
C/O GEORGIA MURRAY RDC/GYT
°°�,eeeeeeeeerej ADDRESS: P.O. BOX 4549 DRAWN:
�N•GARp<'.�e�se EMERALD ISLE. NC 28594 RDC/GYT
®®fop°oF�SS/oyS��' PHONE: [phone] CHECKED RDC
UD ENGINEERING, P.A. APPROVED:
®pp'•,°�CryQ ��Q�,.'�tri� 151A HIGHWAY 24 RDC
a,,2Q •.,,,INS,,. ,Q ° MOREHEAD CITY, N.C. 28557 DATE:
0. 6/23/08
°eeeeaaena+►e+° _��(� C SCALE:
NAF,D I3.CULI,I EIg �. AS NOTEI

Air
'
� /r
yam-
_ \
\•.
r r
46
_ _ r
r
s
4 ffER --%"
1 L
8 R
P
/
UP CI
I
N0X
N
N
0
OFLAE
0 A I
NCDENR BORE1
EL 3.56
16°WATER TABLE
SHWT 2.23
DATE: 8/25/98
(REMOVE 6-8'OF EXISTING
GRAVEL 10 CLEAN SAND)
LEGEND
AC
— ACRE
BLDG
— BUILDING
CF
— CUBIC FEET
CH.
— CHORD
CL
— CENTERLINE
DR
— DRIVE
EL
— ELEVATION
EiP
— EXISTING IRON PIPE
EIR
— EXISTING IRON ROD
EIS
— EXISTING IRON STAKE
EDP
— EDGE OF PAVEMENT
EX
— EXISTING
FE
— FINISHED ELEVATION
FF
— FINISHED FLOOR
FT
— FEET
INV
— INVERT
LB
— POUND
LF
— LINEAR FEET
MAX
— MAXIMUM
MIN
— MINIMUM
N/F
— NOW OR FORMERLY
NTS
— NOT TO SCALE
OHP
— OVERHEAD POWER
OWD
— OPEN WOOD DECK
PIN
— PROPERTY IDENTIFICATION NUMBER
R
` RADIUS
RCP
— REINFORCED CONCRETE PIPE
ROW
— RIGHT —OP —WAY
RW
-' RETAINING WALL
SF
— SOUARE FEET
SIP
— SET IRON PIPE
SIR
— SET IRON ROD
TWO
— TREATED
TST
— TEMPORARY SEDIMENT TRAP
TYP
— TYPICAL
X —
SILT FENCE
�—
WOOD PARKING/SIDEWALK
WETLANDS
COASTAL WETLANDS
---- DRAINAGE ARROWS
-- - EXISTING CONTOURS
10— PROPOSED CONTOURS
S POWER POLE/UTILITY POLE
0 Ef Ft Omw'
I V R ;
W"
q
ONE AE ELB•O
,
--
ZONE XSApEO
_
y _l 1
_N
-
ZONE X
�<
2.
-
_,
._
�
40 20
SHEET #SUPPLEMENT B
PROJECT #: PM1630
DESIGN FILE #:PM1630/PM1630 CONSTRUCTION.dgn
SCALE: 1"= 40
NR BORE2
81
ATER TABLE
3.06
8/25/08
0
,
NCDENR BORE3
u' EL 5.29
40"WATER TABLE
SHWT 1.96
1a DATE: 8/25/08
ASIN BOTTOM EL5.0
�OVERFLOW EL6.0
DRAINAGE
DRAINAGE
DRAINAGE
AREA #1
AREA #2
AREA #3
DRAINAGE AREA MAP
ISLAND
RETV�ISSIONS:
No. I Br I DATE I a-SCRIPT/oN
HARBOR
MARINA
EMERALD ISLE. CARTERET COUNTY, NORTH CAROLINA
CLIENT: MARITIME SIBLINGS, LLC
C/O GEORGIA MURRAY
ADDRESS: P.O. BOX 4549
EMERALD ISLE. NC 28594
A,oPEsA PHONE: [phone]
i ` 3EJu A, STROUD ENGINEERING, P.A. AF'
73 i 1� 151A HIGHWAY 24
�y':FNQ+ �la.V� MOREHEAD CITY, N.C. 28557 DA
RONALD D. CULLIPHE P.E.
RDC/GYT
RDC/GYT
--D:
RDC
J Y L V •
RDC
9/7/O8
1 "= 40`