SW8941203_APPROVED PLANS_20070320 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 q4 12 03
DOC TYPE
E CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 00 7 03 2 O
YYYYMMDD

NY
' IOVM 7N/N/Yl�ZI '1
\ i�z
it
It
Is 121
11 /
Is
Ir
If
It I
�� � I� � ♦ 1 r� 1 � \\� 1 Q � 1 i h0� a( W � � f
r
♦
1
` DEC 0 5 1"4 v
DEM
PROJ Sw8g4rZo3

5 • vS -1'0 5.3
e"{ty'�
xv
If
it
it I It
It
X'
/ a
- 9mlvlvt��-11-
—
t '
rT
,i
I
I, i ' i I I It
'] { ~\ \ J
1j I it
it
It I
it
It -
It I
t l t r l , 'l 1 , . K.t ti• 7 is 1
1
r
A
It
11

,21 /
VICINITY MAP NTS
SS
SSFM
Lo
rn
rn
�Y
8"
SS SS SS ---- SS SS SS - SS SS 7.38
Z
- SSFM SSFM ---- --- SSFM ---- SSF M --- ------ SSFM -- ---- SSFM ---- - -�
--- --- U w Q
72ND STREET (50' ROO) � � w \ � L
- w---�
o wU _ _ >
8,56 - - 7.7� xqD' . 7,8�, 7a30 � . 7.06 W x 6.78 . 6.88 6._ li 6.52
w w \ as 0 6.77
N z Z
O \ �Z g
_ a_1 " 7,90 739 92
\ O .72 7 6�,
x rn C) < 7.15 . 6.71 �710i �O
W W w __- W W W W W b W U x 6,63 6.90 1 I 6.28
9.30 :::: 9.30 _
T J Y s a �7a
• J
-QT25716 92 5.5 6 471 8::::.. . . . .: .....:7.82 "Qa � 7.�
108.31'
M
cV
00
O - _
o �
U -t V)
Z >>
> U�
co z x
w
rn
(D
(V
M
O
co
a
roz
1 12.35'
109.23'
LEGEND
PROPERTY LINE
---------------- RIGHT OF WAY
-- EXISTING WATER
- - EXISTING STORIDRAIN
--1u. 11F» -- - EXISTING SANITARY SEWER FORCEMAIN
O EXISTING SANITARY SEWER
6 4TPROPOSED SPOT ELEVATION
oPEXISTING SPOT ELEVATION
9 - EXISTING CONTOUR
EXISTING ASPHi.LT TO BE REMOVED
::':':":.::::":::::::.::: PROPOSED ASRIALT
----� _ ---� ---i FLOW DIRECTK.-i i ARROW
SITE DATA
EXISTING PARKING SPACES: 30
PROPOSED PARKING SPACES: 45
'37
SD 7.98
SD SD 82
ST. JAMES DFVE (20W�U I$D k cn SoD w ,
II I7�5II 5 /
/
�
/
o
Oc.82
�1,7 C
W Lon
co
7ss ° 77�no _
66 U 761
8.96 rzLn / 6.00roz 15.40 Q > `n
76u a - 7.asz_ w
z Q 746 �~ wU O O
w 109 .47©1�: 7.70 : :.:.zX
w _ 6.99 * LLJ J
8,93 ~ O: ['�. w V -7.22 ll. .
• 8.60I :::::::::::::::::::::::::
9.5 - . j2aLLJ
O 2. v, / ' \/ =-8..38_ _ �- - - 9 - `.8.36-i / I I I6.93 ) U
7. 6.87 \ �za - 9- i I I I I SJ z
. :::I:. Lci " :: _ I - �� OU > _ . - - I I I I I I 5 iL
O ILLA
o 2 1I'IIII�IN�11 / Ma�II I I I II� IL� 5.5 �
L'i ov
:l(10
V8.12 Lo
w
Y i I I O IfL
W Of
8.79$; 8-:::- - n\ Q O� 1/ l I I I I I 0
o = 8.87 6:8
sa .'.. a.:c".. � I w U EXISTING
:.�. LLJ
--0---- 0,6. s POND #2 I II I
00 ue3a X77
d
z 7.aa auE w 7.25
6
/ 53 I 6.23
�l OF 1:"::"�I II 14b3
---- 7.2e7. - J e/ I I / //
9 9.20-- 9
_ _ 5.0 s. 8�25 s. 7.01� `7.25 SD X _ -- - t.
5./ �M� 1�j/ O
\ .6, 80 ..: :. . . . ��' /y ",Z> .�2- I� \ .1 -� •".95 _ _ - - 8�49 / / �V l l I mIl
-- �40 �c�_98 _ ------ - - -- J bI ; I i
/ 9 00 /
/ TOP OF 1 7.98 . 8.09 - - iY .7.70 �� - 1- - -_ - .i9,29 115
= 7.51 2 7.86 7,69 . .77
SS SS U SS 8 SS 7 - SS a� SS SS n
�= X N "� SL o o � w CD a
i w EXIST. SSMHt�7
�1� \ I I I I I
\ C
X V)I I
� �. w i � � _
EXIST. _UW-F_PAVEMENT - - _ i 69 ° U_ w
V)ro �D_ d U _z - - - - -O- t7- - - - - 6Al 7,17 7.28
71 ST STREET 508 �01N!R - - - - - V �'o C _ - W - - - - - - L j L _
( > U � V) o� = Z - �> ii - d N w 7.73
-O >
ro > d z U U z
Un N
z roz x_ ww X
w
w
Z Y
o V)
0
a Y
0
U
U) O w
w
o �
z
� Q
0
0
N
W
a
0
J
m
zQ
O
z
II
0
Q
�I w
c)
II w
z�
1=
0
Q
Z
I�
W
W
Q
�0
Q
�i cn
a-
0
II
II
Ii W
tii F-
!� Z e y� W
II 5 Z Q V H
II na E
oo
� � U
� � m
MJ N
II � 00 0 0
z -
Of
"ZW c
z a
i ":2ox 3
�I rn3a�
II6,61 (,
I� 60Z
II
rY
�I w
w
Z
II � LZiJ
�I L II 70ZZ
�J
(N
II O
II IIIIIII IIIIIII
I
I IIII�� III II
/ 03173
// II ots& JPN
/ cm: JPN
DRft DLL li ')Ah: 031ZL04 /
,AISM
_ SCALE. 1 20� OCT 18 2004
w X U
W W W- W W W - W - W-- W W W O' N
THERE ARE NO NETLANDS ON THIS SITE o 20 ao so
C
f

108.31'
Lo
0)
M
N
00
ss ss ss ss 8„ SS SS SS ss
SSFM SSFM SSFM SSFM SSFM SSFM
72ND STREET (50' ROW)
I O
I
I
W
o
CL
r
[L
0
w
J j
w
0
Z
J
U
Lri
d w
Z
0
F-
oa
U
0'
O
00>
Z
I �
I
O
N
M
O
00
0
o'
O
U4
U d
U1
> >
d
>
cn
z
�-
00 Z
X
-�
W
_ SS
♦IIF
7738
SSFM
N
x 8.56 \ 7.7
X .lip
7.90
w w w
w
\ w
w
- - - -
...-
.....
. ..
..
:.:.:::::
..
.....
w....
U....q''''
/Q
::I:I.
P.
i
0
.........
.....
..
.'....
......
5
:� 4�
::::...:...::::: :
/
.:!rt
1�
/
Y
I ' " ... .....'
.........
."
/
�..
... . . . . . . .
..�...�
g.8.... ...
..._.if-..
. ...:r.
0
CcI
......
.._._-_x:.43
1T
c) ' .
. .
.
U.......
w
......
..:.:.:.:.
wI."..".._.
.._.....x.�....
: .:.:.
I
0.
..:. .' .:.:.:.:.:.
- SD SD SD
fie,
D
ST. JAMES DRIVE 20' ROW
n
w
0
Y
0
w
1 12.35'
109.23'
Z
O
W
U w
Z N CD
w O -- w--� W
x�0' x TR x 7C20 x 7.06 6,78 6.88 x 6 LL 6.77 6.52
VO w w \._ Q
85
LLA
.92 \ 0 \ -- , \ \ J
7.39 Q � .72 \/) 7.10� �76 10 \cp
- w w 7.15 U \ x 6,71 6.63 6.90 \ x 6.28
z S
- ?I - - - 7,1 5.5�3' - ��\1`16�
Q YLLJ 6� .47 4p`a
a .25 7,16 / .92 5.5 \1
O J a•J 7.8 \ x1�6 16.99
*�7.8'2}M�� . 7.52 l j 7 59x � /
_ - -
.32 ez7 8.0 0 EXISTING I \ I
1 POND #1
.67, I\ W
8.15 \ U
7.33 .21 I w
7.62 w
lLI \ 6
w
1 6.04 I I \ O! \ 00 w
a U
- w
7. d Iil 2.21 I W Z
d I \ p W
8.10 U %r 7.51 i- J ��x_T.53� \ \ I �.37I II ' 6.98 0
8.08 I- "17.63
Q x6.66 _ _ j x 8.80 g\ \ 5.78 O Q
h- x 7gex 11� \ _ I 1
I f
N z SO� 0.78 - - \IL13 \ \ \ I I i , Q
w \ 5J I ICI}12 �6I I 7Ln
* --- O W
d3 - S B- J Ix .3 \ 10.7�'\8�19 \ �6 I I I I /
7 8 a7.2 \\\ \ x 06 5. 6� I I I I I 6.36
U N F- In I 1 I
QL zw 7.67 SO w x �\
I II d1
d w w .56 d 1 I ;" ! �\ 6.09
LLJ
I\ , -<-� J
N z p S� O 7.42 \ x 9. 7 ° ° ° 1 \
7.98 '3 \ .37
_ SD x I °
CO 'D /°a J x5.60
/ 0 7.55 82
w I
- a a • F- 1
t I 0
7.61 12 59
Ljj
U O W Q O Z46 N
fy. >..� . v z v w J W I - 10.9 .47 I /
I I /
. . . . . :. N p 770 .56 s N I I
.. ..... = J Z d 6.99 x7.32
0:::.::: �I L_
:: n: �.:.:. W x7,22 11. x _ �- \ 123 /4
8.60I .26 N ly 1 11 I I I I I
O: :.. 1s 8. 7 x 9.5� �� O .8�
o ' - - _ Q
Ld
2: . - 6.93 I ) z
w 5.75 / w
t w: 7R4N U > x 8:28- _ W
Z x 6,87 cn x 6 d --- - �9 I I I I 5.281 I I I I I II I w p
[ �. O `\ � 5.5 1'I I 1 *
:::::.:F:'uwj::::: ~Q 7.97 d W II '� I I I Z Q
;::::::':'. 8.12 _� III,
r-o1 N I I w
8.87 I\ 0 0 EXISTING I I I I 1// o f ICh
:': ooco w
17J84 x 6. 5 # ► I I III
- r> � 0 0 w x 6,77 POND 2
N LU
7.25 \ '\ 1 I �11 I I I / I x 623
53
7.28
/ ---- 9 \:_::::::: . _-'-' - v 9 - 7.0� 73� sD �� J (J
R s_:o s. a:2 .6 p 5 1 � 9s \-------` I �x �1.32 / mQ
x6.49
6.80 v�. 7. i8. x \ \ 8.98- x 9.00
- .40 - B.
i TOP OF 7.98 e.o9 - 7.709.29 .15
ss ss w ss ss _ - ss ss ss Z51 Lo O I 1 I I I II I
8' x 7. 8�25 x °� x 7.86 x 7.69 x .77 �x II/
X / i= X `n `L J cn i w EXIST. SSMH�1 \ C
8,96 /1
W �
z
O_ U
W
W J
I � w
8.93 ~
C-]
W
U
z
W
Li
w
Cl-
0
w
U
z
w
W
w
a
0
fh
C4
N
Z Q
O Z
F
O
Ir
J
t
Q V
6.11
6.61
ii cn� w _
_ EXIST. OF PAVEMENT i cn 9P U� n, - a _ 1Tt - 7.1
nO >
_ cn cn
d d U z p W 6,41 7.17 7.28 7.08
71STSTREET(50e.ROW)3 _ > ,ems- �� o 6 z C _ g --- _o ->- a - N---_-----o c7z----- L-=aze� -
7,73 \
M j d _Z U N U Z N
00 z �Z X JW X
W
H Q
U N =
w w w w w w w w `� w �w w� I lo� ti
V
Z
Z
Ycr
O
^Q
Q-
Q
W
Z0
OU)
/J�/�
VJ
CL
>1
OY
Q
�O
lJ
N
W to r
Z L:i \ W
3 m 0 � J
O Z < U ILL-,
_
�oa
N 1 4
FUMM x
N Z c
C
Wz�0 a
iY0(j)
"mo c
Z o
c°�Ox 3
m3a� �
U
Z
06z
W
w
li Z
P W
Z
J
V)
I N
Z
OO
II�IIII IIIIIII
IIIIIII IIIIIII
it ��IIII III II
II
i III II
0P173
Qu LPN
Gm � PN
gmMt DLL
we 03/2 /04
9
SEAL
U9afi
G2

■ se
�t
i
, I 1
,
1 I I I {
1 /
1 ` 21 i i
19 1 ,17
/
4- I /
I I I I b
I ' i
' I /
I
' I , LIMIT OF DISTURBED AREA
I ,
------------------------ "j
I '
- D CORATIVE STONE :URF CE '
WE ROADWAY SERION�
I
I
1 I
I 1 I
,
1
I � '
1
18
22 I 20 j -
1
I � 1
I N
I
I d I I
I ' 1
I , I
I I I ,1
r t
,
1 /
L_--------------------------� --------.------- ---
1-1�1■
--------------------------------------------
1
1
1
TEMPgjAR UEILT FENCETA
72ND STREET
71 ST STREET
EXISTING SOIL ROAD I
LIMIT OF DISTURBED AREA
---- ------------� --------- __� ------------- -`------------- -----
I—t—I�Ittttt�l_,_,Illlitttitl�l�l�l�lel�l�l��l-1�_ ,
- - 1 - LIMIT OF GISTUROM AREA - -
I
1
I
7
1 � ,
rt 13 11 g
i I
1 i I I
Ir I
CONCRETE ORNNAGE STRIP,
SEE ROADWAY SECTIONS.
y
1
1
SD-4 it
I I 1
, ,fie/ , J
,
l 8 4 _ 0,0, aF D/BEo I !
I \ �Ils� LIMIT i � i U
1
I
, I I 1
10000,0000
I
I 10000 I I 1
' I �
,/� 14 i 10 j I
16 ( 12 8
1
I1 �
EXISTING SOIL ROAD
I
TEMPQSREAER SILT )FENCEDETAI
STORMWATER NOTE:
Runoff from all built -upon areas of single-family lots shall drain to the
center access road for conveyance by the storm drain system to the
stotmwater detention ponds.
Atlontic
W- In
racIo
astal
a_wtoy
LONG
BEACHIYAPON
-1 BE_
ACH
PROJECT
SITE
SITE �.
Atlantic Ocean CtfMt1L -
VICINITY MAP
SCALE: 1 Inch w 1-1/2 Mlles
II '
NOT ISSUED FOR CONSTRUCTION
20
-L
SOUTHPORT
-i lee
(
f�
ov0 °e
G
SCALE: 1" = 20'
The drawing Is M property of Hotlstoa and Aseodates. PA_ and
Is not to be reproduced In whole or In W tdtloul written permission ,T
horn Ilalteton and Assoclates, PA. ®Copyright IN4
ALL RIt3HTe RESERVED
93-0 1

------ ------ __________________ _ _
CONSTg9EEIDETAL 7ANCES-----
I EXISTING SOIL ROAD
1
I
1
\ -
______________I
I 1
I I
I
I
I 1 1
p0 I
Z
I W IX
I 5 1 I I I
-- 1 ii>
I 1
I
I I �$
—1
TEMP W DIKYAVR
-
1
----------r- -
LI
C-B
1
EXISTING 18"
'
CORRUGATED
-- - PLASTIC PIPE
- -
II
_�-
1
I
� I 1
ttt0!♦Il� ', CONCRETE DRAINAGE STRIP. 1
SEE ROADWAY SECTION.
I
1 I 1 1
+IIIIIIIIIIIIL.I� 1.....1SD-3
.-• �- CB-2- 1
I , SD72 I CB-1
r _ _ D CORATNE STON;
E SU ACE 'an T O
CB-3 (SEE
I I I 1�
1 1 I
Z
T ,
-
I I I 1 I
, • I I 1 I , r.
,
SD— 1/ - bbb
1 I I
__A
i 1 1
1 1 I
TEMP?rY SILT FENCE I TEMPORARY CNEO( DAYr
' (SEE DETAIL.) (SEE DET ` I I
,
' ((EXISING DUAL IB" PIPES
$HALL BE REPLACED WITH
DUAL !1" PIPES.)
EXISTING SOIL ROAD
SD-6
0
!Y
CB-5
I/
I
/ I -
I
I I
Ss�it� ii 5�30
LIMIT OF DISTURBED AREA EXISTING
INV 3,90
3
i
72ND STREET BOTTOM OF POND
tit
--ELEV. - 1.0' M.S.L.
,
�� � ,
N011 E& WATER SURFACE EV. 5.5' M.S.L.
t ELEV. O STORAGE FROM RUNOFF
�— FROM 1" RAINFALL - 6.5' M.S.L. ` ' , 1
I
1
i.
1.2I
\;
i
IM�POy dTYHdSV �I \/
•'P�•RETAINING WALL
u
t
1 1I
, " 1
, ' I
\\ I I 1
4
1 1 I I I
I 1
ENTRY PAYLION
, , IIIjjII 1 I
1 I -�lll 1 1
BOARDWALK
ppOl
I I
OcEpi
_?M1 1CDO� , Z
,
,
I I
I,
, I ,
'SEE "OUTLET STRUCTURE DETAILS" •\ `\ '�1 - - / - - "
I
,
ELEV. O STORAGE F - a
I ` FROM 1" RAINFALL ATER
71 ST STREET NOELEV - 5.5' M.S.L.CE
-- BOTTOM OF POND
ELEV. - 1.0' M.S.I.
-I -----'_-'_-----------
—---
------------------------------------------------------'--------------------------------- ---- ---'
TOTAL DISTURBED AREA = 4.2 AC. STORMWATER NOTE:
Runoff Ircm all built -upon areas of single-family lots shall drain to the
center access road for conveyance by the storm drain system to the
stormwater detention ponds.
w J
SI
EROSION CONTROL. NOTE:
Where slopes are steeper than 3 null !,'
stabilized using rip —rap or suitab,, • ' n rn )I
Erosion mat where used shall be .r NS 3,I
or equal, and shall be installed pw II ,I ',foctuf.., s
recommendations.
,
"
il-n d1aWInS r On popwV el Ttouaeu and A•wdata, PA -and
,1 nol lobe rep10duted in I -I or M pRrt 1tiEFout WAMI �rlllk{TOR
Ilmn Nelrtoo and Aemeebt r. P.A. ®C/prApllt 104 N
N
V /
C
C�
co
W
�
W
C
�^
tZ
Z
0
a
L
Z
rn
rA
Q;
J
N
O)
ZZ
X
m
OU
o
o_
�U
C
O
�
j`11�I1�;
0)
1�
V

12
a
J
N
V4
W
W
MIA
4
.......e........:........ ........ ................
........i..................----
TOR OF
.......-.-....i..
USER @ 6.5 MSL
i....
- - -
XIS�lNd GRADE
......_....._.
!.___..
....
- /........,. ,.......
...:.. . _ .....
..l..... .. �.. _
far ....._._i...
...:... ..
�'
�ORA
FfRO�Fi°�AA
A '
........:........>........;..............;.................:.......
i
- �' y......................
O1a
' BOTr � OF
_ ... ° ......
RIFICE � 5.9' MS
i
;PRO
Dl{RAdE
. BOTTOM OF
ND 0 1.(Y MSL
0 40 W 120 160 200
STATION (FT.)
STORMWATER POND SECTION A -A
12
8
`i
3
�y4
0
10
a
2
0 0 10 20 30 40 50 60 70 80
STATION (FT.)
OUTLET PIPE PROFILE
GRA
TOP OF
SEfl 6:5 MSL
.
_ _
iMA
A
_...
...... ........':.._....'..._
i I
i
BOTTOM OF
R�tCE SMS
S
i
...
i
E PROPC
ED GRADE
............. ...............'.._..........
OTTOWOF
ONO (� 1 0' M- L.
........i....._.>........i......................s.__.................._E................
.._ .............-..€_....
_
0 40 Io 120 160 200
STATION (FT.)
STORMWATER POND SECTION B-B
FASTEN PVC TO ANGLES WITH W16" GALV.
BOLTS, NUTS, AND WASHERS AT APPROX. ELEV. OF
6" INTERVALS. s 6.V W
8" PVC ORIFICE GUARD
INV. ELEV. .4A
1 1/2' X 1 1/2" ANGLE- EMBED IN CONCRETE
AT BOTTOM AS SHOWN IN SECTION B-B.
FASTEN TO RISER AT APROX, 1" FROM TOP
OF RISER. DO NOT FASTEN TO RISER AT ANY
THE OTHER LOCATION.
GUARD
TOP VIEW OF RISER
SECTION A -A
NOTE: ALL PIPE SHALL BE ALUMNZED
CORRUGATED METAL
SECTION B-B
OUTLET STRUCTURE DETAIL
PITS
ELEV. BOTTOM OF
ORIFICE . 5.5 MSL
ELEV. BOTTOM OF
ORIFICE GUARD
= 5.0' MSL
EROSION GENERAL CONTROL NOS
1. All construction activities shall be performed in compliance with the Sedimentation
Pollution CGntrol Act of 1973.
2 All land disturbing activity is to planned and conducted to limit exposure to the shortest
• g ty be P po
feasible time.
3. All construction sites and severely eroded areas shall be stabilized by the establishment of
a permanent ground cover.
4. The construction entrance and silt fencingshall be installed prior to an din on the
P Y� g
site. As soon as all areas are permanently stabilized, all permanent measures have been
installed, and final approval is received by the Erosion Control Engineer, the temporary
Measures may be removed.
5. Over the life of the project, the Owner shall make periodic inspections to evaluate the
success in controlling erosion of soils to off -site areas. If areas are found where erosion is
taking place, the Owner shall take the necessary measures to remedy the situation.
In accordance with Title 15 NCAC 2H.1003(a)(2), the following DEED RESTRICTIONS
AND PROTEC77VE COVENANTS shall be recorded In the Brunswick County Registry prior to
the conveyance of any residential lots or the construction of any buildings. Said Deed
Restrictions and Protective Covenants shall apply to St. James by the Sea and St. James Beach
Club in the Town of Long Beach, Brunswick County, North Carolina as shown on these plans:
"No more than 4.000 square feet of any lot within the St. James by the Sea tract, and no
more than 0.47 acres of the St. James Beach Club tract, shall be covered by structures and/or
paved surfaces, including walkways or patios of brick, stone. slate, or similar materials. This
covenant is intended to insure continued compliance with stormwater nuwff,(7 rules adopted by
the State of North Carolina and therefore benefits may be enforced by the State of North
Carolina. This covenant is to run with the land and shall be binding on all parties and all
persons claiming under them."
The above DEED RESTRICTIONS AND PROTECITVE COVENANTS are included within a
notarized Division of Environmental Management document which has been signed by Mr.
Robert B. McHenry, Sr. Mr. McHenry is owner of Harbor Development Corporation which is
developer of St. James by the Sea and also an authorized officer of Homer E. Wright, Jr., Inc.,
developer of St. James Beach Club. The execution of said document has been certified by an
appropriate Notary of the State of North Carolina. Executed originals of this document are
included within the submittal package to the North Carolina Department of Environment.
Health and Natural Resources - Division of Environmental Management for compliance to the
North Carolina Stormwater Regulations.
STORMWATER DATA SUNIIKARY
FEATURE DESCRIPTION
FEATURE VALUE
Total Built -Upon Area (ac.)
2.93
Total SW Project Area (ac.)
5.85
Elevation of Orifice (normal pool elev. in ft. msl)
5.5
Diameter of Orifice (in.)
1.75
EIevation of Riser (ft. msl)
6.5
SW Storage Depth (ft.)
1.0
Surface Area of Pond @ Normal Pool (sf)
11,200
Surface Area of Pond @ Top of Riser Elev. (sf)
13,000
Storage Between Normal Pool dt Top of Riser
12,100
Computed Runoff from V Rainfall (cf)
12.000
Approximate Time for Draw Down (days)
3.1
Design Peak Flowrate (cfs)
1.0
Pool Elevation @ Peak Flowrate (ft. msl)
6.7
STORMWATER DENSITY DATA
PROPOSED BUILT -UPON AREA (BUA):
St. James by the Sea ... »............... 2.46 ac.
St. James Beach (hib .................. 0.47 ac.
Total BUA......».»..»».........».»....»..». 2.93 ac.
TOTAL STORMWATER PROJECT AREA (TA) ....... 5.85 ac.
%BUA/TA »»»»»»». .. »....»» 50.1
A. PROJECT DESCRIPTION
St. James by the Sea (SJS) is being developed by Harbor Development Corporation, and St.
James Beach Club (SJBC) is being developed by Homer E. Wright, Jr., Inc. The two tracts
abut one another, and together comprise the whole of Block 5B within the Town of Long Beach.
SJS has an area of approximately 5.9 acres, and SJBC has an area of approximately 1.9 acres.
The two oievelopers, due to: a) the tracts being contiguous to each other; b) common business
mlere {S rn L dCVel n s oche o me t ro ects• and c natural terrain which lends itself to a sharlm
P P J )
stormwater collection system, have decided that a joint effort in some phases of project
development would be advantageous. '
The northern half of the project area is primarily made up of stands of old live oaks with
cleared underbrush, and the southern half is primarily made up of flat grassed area and sand
dunes. Runoff from the project area drains to pipes under S. E. 71st Street which discharge into
an existing ditch. The existingditch parallels the coast line and flows approximately 1 2/3 miles
P aPPro� Y
to the beginning of Davis Canal. Along this initial reach the ditch passes through thrice existing
ends. From inn' f
Davishe beginning o Canal, water
C a the ate flows to the Atlantic Intracoastal
P
g g
Waterway more than four miles downstream.
B . SOILS AND TERRAIN
The northern portion of the project is slightly rolling, and the southern portion is flat except at
the dune line. The Soil Survey of Brunswick County_ indicates that the most prominent seals
within the project boundaries belong to the Wando series in the northern half of the project, and
the Duckston series in the southern half of the project. The Wando series consists of excessively
drained fine sand on uplands. The Duekston series consists of poorly drained fine sand.
C.ADJACENT PROPERTY
This project is bordered to the north by Oak Island Drive, to the south by the Atlantic Ocean, to
the east by S. E. 72nd Street, and to the west by S. E. 71st Street.
D. EROSION CONTROL MEASURES
Construction entrances, silt fencing, stone check dams, and drop inlet protection constitute
the principle temporary erosion control measures. These measures should be sufficient to
prevent any significant amounts of sediment from leaving the site.
The primary permanent erosion control measures will be the permanent stormwater pond and
permanent grassing.
CONSTRUCTION SEQUENCE
1. Obtain approval of Erosion Control Plan from NCDEHNR- Land Quality Section.
2. Install construction entrances and silt fencing.
3. Replace the existing 18" pipes under S. E. 71st Street with the proposed 24" pipes (C-A).
4. Install check dam.
5. Instan culvert C-1.
6. Begin clearing and grubbing of proposed roadway and parking areas.
7. Rough grade roadway areas. Begin installation of storm drains and catch basins.
8. Begin construction of stormwater pond outlet ditches with retaining walls (as
required).
9. Begin stormwater pond construction.
10. Begin construction of Beach Club buildings and swimming pool.
11. Finish grade roadways and parking areas. Place base material and pavement.
12. Stabilize all slopes steeper than 3:1 (H:10 with rip rap or other suitable protective
measure.
13. Within thirty days following final grading activities, seed and mulch or otherwise
stabilize all disturbed areas which are not built upon.
14. Maintain temporary erosion control measures until permanent ground cover is
established.
15. Obtain certificate of compliance through and on -site inspection by NCDEHNR Erosion
Control Engineer. Contact person is Mr. Dan Sams, 919-395-3900.
16. Remove temporary erosion control measures and stabilize these areas immediately.
Permanent erosion control measures shall remain.
1. All disturbed areas due to construction and any severely eroded areas shall be stabilized by the
establishment of a permanent grass cover. The seed species shall be selected based on the type
soil present, seasonal conditions and other considerations. As an alternative, the contractor
may use the methods and schedules shown below, however, it is recommended that a specialist
be consulted with attention given to site specific conditions.
a. Cultivate area to a depth of 5 itches
b. Apply agricultural lime at the rate of 40001bs. per acre
c. Apply 10-20-20 commercial fertilizer at the rate of 500 lbs. per acre
d. Sow grass seeds at the following rates:
Kind Rate Per Acts
Common Bermuda Grass
unhulled 25 lbs.
hulled 12 lbs.
Pensacola Bahiagrass 50 lbs.
Korean Lespedeza .25 lbs.
Tall Fescue 30 lbs.
e. Mulch with straw at the rate of 3250 to 4350 lbs, per acre.
f. Anchor straw with asphalt emulsion tack coat applied at the rate of 300 gallons per
acre.
2. Where it is not possible to establish a permanent grass cover in a reasonably short period of
time due to seasonal considerations, a temporary grass cover shall be established. The
temporary cover shall include the planting of annual grasses or small grains such as rye grass.
Temporary covers shall not eliminate the requirement for permanent grass cover. Where the
season or other conditions are not suitable for growing a temporary erosion resistant cover,
mulch may be applied; however, mulch used alone shall be for the shortest time practical. A
temporary or permanent vegetative cover shall be established as soon as conditions are
favorable.
3. Topsoil shall be used over unfavorable soil conditions for successful establishment of
vegetative cover.
4. Irrigate as necessary to optimize plant growth.
Tl
This drawing is Brs Property o1 aeostoo ant,A•sodat". P.A. arse
Is ro1 to be reproduoed in whob or In part vAlmn wrk*n permission
from Reestan end Asaoeiste,4 PA. () CopyrW im co
7
Fw 'Zr
CCm
W ti
W
0
O Z U
VL Z o
rr W Z
0)
''rtrt O
V � L
AZ U)
z�
Q1
D N
V` m
z� o
O�a.
Vl
c
h� m
m
v
93-0781 Y

STORM DRAIN & CULVERT DATA TABLE
SW MIN.
Fall Flow with
Invert Elev (MSLI Headwater Effect 10 - Year
- - _ TOP ELEVATION OF STORMWATER 'lr 'r lti � 5' - 1' ..` r:...... "".. " :: rci, y - .a'&... Diameter In Out �i (cfs) V (fos) Peak Q•Wsl
1 C-l1 20 18" 5.3 5.3 > 6 < 2.0 6 �
,,�;•;.::.'.. / MAX. "tr:
Sa-1 2 0 24" 3.9 3.0 19 3.0 19 i
!s wasHED-.
$Q SD-2 2 0 24" 4.5 4.0 19 3.0 19 a i!:p?a:wi\�.0,,�5��:,.` 25' OR WIDTH OF
•` .;, , .... ..•.::: • EXISTING ' `z�,' PROPOSED STREET, SD-3 2 0 24" 4.8 4.6 18 2.9 18
CHANNEL SLOPE • :::.,.,�,\y\�,, . A8C ,.
ROADWAY a lT s,; WHICHEVER IS
+.�.a>, r Ml RIP -RAP... %•�
GREATER SD4 24" 5.8 4.9 8• 2.5 13 a
¢ SD-6 15" 8.5 5.9 3.9• 3.2 6.7
VARIES`
C-B 18" 3.7 3.9 2.7 1.5 2.7
SECTION VIEW x'` C-1 15" 5.5 5.0 2.7 2.2 2.7
• This value represents approximate Q intercepted by all upstream catch basins. Excess Qlo
ISTING SLOPES PLAN VIEW over this value flows within roadway centerline Swale.
10, MIN. Note: All pipe shall be helical CNW or equal.
�� . NOTE: HEIGHT A WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED NEW CONSTRUCTION
EXISTING ROADWAY
to r ` cam. 35' MIN. /5' MIN.
H > ..�.:.'.r._. ,: WASHED r.\r.\r.\r.\.r .35. �w..\........ 12"MW.
,���:...,-,:. .. 6" MIN. _.. ,
'.:• STONE \.a.. . _.,.-
rA
saz SECTION VIEW
CATCH BASIN DATA
5 FRONT VIEW b v
c B Invert Elev (msll Top Elev.
TYPICAL CHECK DAM DETAIL CONSTRUCTION ENTRANCE DETAIL_- _dn It (msll Inlet Grate Specification
NTS NTS C)
CB-1 4.6 4.5 7.5 Neenah R-3156 z w D,M
A CB-2 4.9 4.8 8.0 Neenah R-3156 (two required) ! W
d
Ni. OTES:
JUNCTION BOX COMPONENTS SHALL 8E REINFORCED t k `O d
FOR H-20 BRIDGE LOAD. 1
CB-3 5.9 5.8 9.0 Neenah R-3396
2. JUNCTION BOX SHALL BE SET LEVEL IN A DRY HOLE.
CB-4 8.5 11.5 Neenah R-3396 a all 3
CB-5 4.0 3.9 7.2 Neenah R-3010-A o
e' �'k ;�„r a s cp: ' SmadmoresN STEEL OR WOOD POST
' l•1•l
v &
#C&e.�;,�t•R yar, Yea 1 i. C-g ,rrtar
yam' WOVEN WIRE FENCING AS REO•RD.
�"zi Y �a ctay�, a .aterj maafrYFmoiaa•1
.. a�"nx$ x 2; , % gei SILT FENCE FABRIC
EXTRA STRENGTH (50 &1 IN. MIN.) SYNTHETIC POROUS
SD FABRIC OF NYLON, POLYESTER, OR ETHYLENE YARNS, MIN 12 Vl GA. w z
MIN. 10 GA. INTERMEDIATE b = FILL SLOPE
LINE WIRES WIRE s 3 Q
B
F
STANDARD LN7 PLANa
C
N
P(FRAME A, COVER , •�,... ,.e GRADE N���Mw COMPACTED FILL OVER SKIRT 20 EASEMENT
3p A \ A ' 1� ANCHOR SKIRT WITH INN a- LONG
�R , v.<.:::: �b:, 4 :`,7.a9011 ay '.�'`:: .. : .. r"��Ry, .. .. .. r"i`Z e�'� ��4i�4�iwip9 Jro+:v\ar.�4v`Jiiv\9� \^y`�Ni@i: LJti'�4Ay �5`�r T Fi ?T\r•Y r\ MRRE STAPLES @12-O.C.
za •rz
�, ? `•� Q, 'FOR REPAST OF SILT FENCE FAILURES, L�
i : +,✓ Z ' , rQiv CUSe OMPACTED
WASHED STONE IN LIEU OF r4
= p ' . .y COMPACTED FILL - ' /li A4
AgRWD. S' : .AS 1:E0'D: I 1. j ••��'��' , Ay\y\y , v,
:(S µINN, " �a gu: c .a < rt- TYP. rr O - MAT�ERIALTAND DEPTHASELECTED BY
•TIVE STONE-
¢ ¢ MIN. i" THICK CONCRETE REINFORCED
O Y FRONT VIEW SIDE VIEW WITH 6" X 6" - 1 Wi0 W.W.F. OWNER.
cl 20 I 20
° c w Z 1. Irotall sift tenoee to shorn on dr and of bnliare to ccrarol alla0an d ar ses.
awmrg necessary adpcent
X ' 2 W hen wood polls ere tined. they shall be minftntmn of Win diameter and G InIerpM. Poet shag be creosote or 9" tA1f/. y` ; ::': • :'- �:. •:.::: - .gay. S3 c act" \y,.
oroponal
w What*pentac"posts see us ik t h y shoppins. {\`Ivor` p ♦ \' ,' y ♦• r i\ ` , ,\, \L L\4\. ' �� n r� r,\r ;'li ri\SvQir�
::
TREATED 2 X 4 POST i FRAME 3. Wltare suet posts w treed, they ahe0 W 5In length and W of IM s•I fastener ergk type. _ _
`MNY wS Y.MSL 4. Woven wk•1 ,after• %�]4..%r $:<1T WN.i\4\ v\5 rv\r\ \r\i\4 Orr ivn��4:2 <^y�?yQ,�• Ax•••'•.af ... • �
:.;:ti,_ ,t • : r : •.i{: 12' MIN. ertof 3 required hanm ( mi Note 6), shill t it" with
b AST YA1 g• darn op winos shall (`i
a a tnktintan d 32 wade and haw a rttiNmum d 8 irw wYos win 12' Ma The t a• }•.•.:.`a\%. ,grcl\ =y'.o..,•ar., r r-a _ ^ N
COMPACTED SUBQRADE
.:.-:.,: {:.? : , i 7�,i {:.,:.- :,. ;.:: i s :: U b :::!C{i: is i:::j= •. be 10 ge . and isermediete wires shell be 12-112 ~, Wine la6rk steel W feel•nsd ro wood pwu with rtd less CO
rrrri�iir irrrN}rr Sri �•rilrrr ri7iii}irrirJri r.r r•r•r •':. ;.:i?.: r•r•r..
tirL•ti•ti Y�•M1--.•♦•1.•1.•\•y,,•,,•N:•t,.\•l•1,•ti•yy 1•V•\•1•L•5 �r\.1•h.ti1.Mti.\.1.ti.y�.L 1 \. 1.•ti.\•1,•ti•\.\•ti.1.ti•�•\•1,.�•ti•1,•ti•1., than 09 angles 1 1/2" btq. GROUND STABILIZATION CONSTRUCTION M[N. 6" COMPACTED
�L�1?MLIti�Vl1J-.ftiJLfL'/\�1`.f1JM1,\�1�\f\:�f1}\•�••-,ti-1±115 \lM1`L�\f1Kt��iJ;ltM1 yl\,1F1�.ti�1�1�TL1ti�ti�\�1,;.�{�L 1�{��fL-�iti�41
♦.r•r•r-r•r•r•i•r•r.i.♦•r-r.�}r.r.r.r.i.�.r-ryr•r.r.r.r. v.r-r.r.r.i.r.r.i.r-f.r.r.t.,r.r.r.}tir.r.+•ryw•.r.r.�.r.1.r.r.r.r.. /a 7a� ��y� S. Fifter fabric shell be d nylon. polyester, prapyMne or dhyune yam with mldmum strength d 30 bJYn. in.. and a FABRIC UNDERLAYING ALL DECORATIVE ABC BASE COURSE •
.1.•\•ti•1.•t•••Mti• .1•-\.�.ti•\•L•l•Y%.1.•\•�K•NN\•1•tiK• o ti•1.•-1,•F•MY\•1•\•L.4••1.tiM•ti•�•�•Y1•Yv4•ti-1.1•t.�.\.�•ti-b-\ PLL-11\ VIEW SECTION A -A nunim m N%nllerYq eRkJMmy. Fabric shell racoon tlreriold Wabias aid stabiken. STONE. FABRIC SMALL BE TERRATEX N08 a
6. I liner fabric is used wfth a str
ength of SD bAin. 6. or prsur, 6pg the post spacing (S) doss not wooed G, woven OR APPROVED EWAL ^ ,
SECTION B-B SECTION A -A wire fencing is not required. Otherwise, w win lenckV is regWnd, and IwM spacing shall no esww V. o
INTERCEPTOR JUNCTION BOX TYPICAL CATCH BASIN PROTECTION STANDARD TEMPORARY SILT FENCE ST. JAMES BY THE SEA ROADWAY SECTION
NTS NTS NTS W rn
U)CO
CO
W
W
0
OZ
B z U� o
B SD 4 B Z
B� SO-3 W
SP2 � O
� x t t tt "<�? R a•�L�ic, ca A z Cn
NOTES:
NOTES: x* A a A NOTES: a NOTES: A s ,n `' A A A 1. SEE -CATCH BASIN DATA TABLE- FOR INLET GRATE &<
1. ALL CATCH BASIN COMPONENTS SHALL BE REINFORCED '': 1. THIS DETAIL APPLIES 70 CB-3. CB-4.- - 3 t t•: 1. ALL CATCH BASIN COMPONENTS SHALL BE REINFORCED t A O
FOR H-20 BRIDGE LOAD. :. . • , . 2. SEE -CATCH BASIN DATA TABLE- FOR ELEVATIONS AND INLET GRATE r, '- ,.! SPEClFlCATKNNS. ?< ¢ - ..
r. F-0fl H-20 BRIDGE LOAD. A s V J m
is e z 2. ALL CATCH BASIN COMPONENTS SHALL BE REINFORCED
2. CATCH BASIN SHALL BE SET LEVEL IN A DRY HOLE. _ _ a SPECIFICATIONS. FOR H-20 BRIDGE LOAD. 2. CATCH BASIN SHALL DE SET LEVEL MI A DRY HOLE.
3. SEE "CATCH BASIN DATA TABLE' FOR INLET GRATE , „� , ,; : -' r. a 3. ALL CATCH BASIN COMPONENTS SHALL BE REINFORCED FOR H-20 •< "'" `"" "' �. 3. SEE'CATCH BASIN DATA TABLE- WR INLET GRATE -«
e •; s ZOO 3. CATCH BASINS SHALL BE SET LEVEL IN A DRY HOLE. 1M o
SPECIFICATIONS.� � � �, a :, BRIDGE LOAD. y ` SPECIFICATIONS.
4. CATCH BASINS SHALL BE SET LEVEL IN A DRY HOLE. a Z t ' , 4. INLET GRATE FRAME SHALL BE RECESSED INTO CATCH
H KU
t t:IT,l .lea z"jggfC n, ' .y t a K y�c': BASIN TOP.
�rtfty'
CAII�L�
ftoU
,
SD-1 ro
l O
� B� N CO
s u CO
a
f F 'n1Tsy 6)
PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW
93-0781 Y

72 ND STREET
I ,
� I 1
1 I I l
I ,
1
21 1 19 1 ;'17
15
I
1
ILIMIT OF DISTURBED AREA
I � I
-- 1
0 1 DECORATIVE STONE SURFACE
� (SEE ROADWAY SECTION.)
,
, I
Y '
I ,
Q '
------ --
1 I I
' I
' _ I I
I
II '
I�
I I I
, I I
1 \
18 ` - --
1 W I
22 20 - -
1 I
1 ' I ; \\ I 16
1
I I
' a I
I I I
\ I
I I
I �
I
I I I
I I I
1 I I rl 173� P
----------------------- ----- — --- -- --- - —' -- -- ----
I
—TEMP RARY SILT FENCE
SEE DETAIL.)
1
i
I
71ST STREET
EXISTING SOIL ROAD I
LIMIT OF DISTURBED AREA
F131 it2 11 10�
---------- ff�itTi,-,
�Ii�l�l�l�it>•If lttt✓•
r - � LIMIT OF DISTURBED AREA
r
I I I 1
I r r I I I
I r
I ,
r
I ' I
r I I A0,
r
r
I
' I I
7 ,
I I I I ,.
r I
I
-
I
SD-5
—tom' AREA
LIMIT OF DISTURBED
I
12 0
II ,-
f /
/
,
'1
/
/ I
/ I/
I
� I
I �
, I ,
I
I
I ,
I
TEMPORARY SILT FENCE
(SEE DETAIL.)
EXISTING SOIL ROAD
STORMWATER NOTE:
Runoff from all built -upon areas of single-family lots shall drain to the
center access road for conveyance by the storm drain system to the
stormwater detention ponds.
a
I
I
11
zl
J
U
'
I
Q
8
Atlantic Intracoastal
Waterway
LONG
BEACH
SITE
SOUTHPORT I
At'ontia Ocean
VICINITY MAP
SCALE: I Inch.= 1-1/2 Miles
APPROVED
,R"�IN„PN
i AFC; 1
�.L.l r,. e 1 IU'IC9!i0n NO.J�^a Q41003
I� DEC 2 7 1994 U
DEM
'Qj # Sco P 9 /Z03
,fir!., _reds
NOT ISS€1F.D FOR C01"STUCT10N
V'
O
This drawing is the property of Hoeaton and Asaociataa. P.A. and
is not to be reproduced in whole or In part without Written permission
from Homton and Au iatee, P.A. © Copyright 1990
ALL RIGHTS RESERVED
V /00
00
N
W �
w o
O Z U
0
U� z
W Z
0
O
L
7A Z
Q+ J rn
N
0
Z�
oo
0CL
C
O 00
�
v
3-0781 Y

I
----- ------ ------ ------------ ------------
------
------
------------ ----------------------------------------------------------------------
CONSTRUCTION ENTRANCES - ----- --
(SEE DETAIL.)
EXISTING SOIL ROAD r TEMPQRARY CHECK DAM \\�\
' C-1 (SEE DETAIL.) 72ND STREET
' BOTTOM OF POND
LIMB OF DISTURBED AREA ELEV. = 1.0' M.S.L.
10 9 1immilw4r
1 NORMAL WATER SURFACE-
t _- ELEV. = 5.5' M.S.L.
—_--_ ---- \i STORAGE FROM RUNOFF '
--- �----------------- --''—� �---- -- —_- -- . -----� ---- --- FROM
1�� M 1 RAINFALL 6.5M.S.L.
i
o
fit
pR0 pNp
�''
Arl, I I W � n L
7 I �\ t I N C—B� -
5 3 �� WN W ;
Z SD— I Z
' 1 I oQ I EXISTING 76" I � I , ,1
3 I - -- TED
CORR
PLLASTICC"°' PE
CB-5 It
--- —
� I
/' I I 1/ �' I I I ' /
It
t 1� CONCRETE DRAINAGE STRIP.
t t-1 SEE ROADWAY SECTION.
SD-4
�'
�----- CB-2 / SD-3 i CB-1 I p aD
SD-2
I I I 1
INTERCEPTOR JUNCT ONB
/
(SEE DETAIL) m ENTRY PAVILION
\ 1
D CORATIVE STONE SU ACE e.o n ®n ^ BOARDWALK
' I \ - -+�—__—_ -- ----- ----- SEE ROADWAY SECT ON.) — Iu I - POOL
'
aCI
1 I GCB-3
Z N
AVN,ION
~O 1TVFIdSV
z n� �Q�O'% I CONCRE� 1 / 1, r 1 I, F 1 Gvi
d
r
W '' x
I QZ
r to---- W
\�. , I I = ,
8 L
! T
--------------
it
, 1 11 1 I
1
I� -
I B
I
11
SILT FENCE ,
TE-M-P —SARY II ——.-_ TEMPORARY
OARY CHECK
_D_AM
EEDAIL)ETAIL.) (SEE DET-- -- - __ __-___ _
------ ---- - ---
LIMIT OF DISTURBED AREA PROPOSED RETAINING WALL SEE "OUTLET' STRUCTURE DETAILS
G EXISTING
AS REQUIRED _ INV. 3.90
Qi \, � ELEV. O STORAGE FROM RUNOFF -
I
C—A FROM 1" RAINFALL - 6.5' M.S.L.
EXISTING SOIL ROAD
EXISTING DUAL 16" PIPES 71 ST STREET \, NORMAL ELEV. WATER
M.S.L. ,
�..__ BOTTOM OF POND '
ELEV. - 1.0' M.S.L. -
—__—__—__--_—_--__—__—__—__—__—__—__—__—__—__--_—.'__—
--------
TOTAL DISTURBED AREA = 4.2 AC. STORMWATERNOTE: EROSION CONTROL NOTE:
Runoff from all built -upon areas of single-family lots shall drain to the Where slopes are steeper than 3:1, soil shall be
stabilized using rip —rap or suitable erosion mat.
center access road for conveyance by the storm drain system to the Erosion mat where used shall be Tensor NS 3000
stormwater detention ponds. or equal, and shall be installed per manufacturer's D 20 40
recommendations. 1 I I
pa.orrrrara M
���t���E5�,���4I— SCALE: 1" = 20'
}
This drawing Is era property of Houston and Associates. P.A. and
is not to be reproduced in whole or in part Wdnrwt wralen permission ''AA
from Houston and Associates. P.A. ® Copyright 1994 vI
ALL RIGHTS RESERVED
rr^^^ O
Vl �
W
v
N
W
W
�Z o
O�
Z LLJZ
N
0
o
AZCID
z�
J rn
N
'^�
�f (n m
�+ Z O
OV CL
c_
�1 Co
V
93 -0781 Y

...........
._...-_...._........_.........
.-.. _..............._..
__.._ ....... ........_....
._._.............
,
--_....... .........
_
i
� -
-
.
_............
i
I
i
i
i
i i
i E
i e
i
i
i
i
OF
ER &;S MSL
^
._;,J•. .�
I OF
IISER Q e.S
',
XISj1NGi GRADE
_ _TOP
_ _ y - r
3
E
; t
BO OM OF
flIF'ICE � S.S' MS
': i
i
€
`:BOYJOMjOF
RIF(CE � S. MS
..
•
i i i
i
i i
E . ........-...�.
..-'......_i...-....
4
...
......
_.- ....... .....
- ._......._i...
- - '-
-
i
i
i €
i
....�.. ,
.. .....__..._-...._.......-._i...--
' ....................
,
_..`.........
a .......
- .
- _-:......_.........j...
...
>
y,
-
..
:
---...................
-ED
...1........;....._T.._......
_
W
...-....._.....
;
..._................
PR
QRA DE
1
WP-'-..
GRADE
1Tou
. BO OF
N6 i.o' MSL
.
OT'foM N.BOF
1 0' M$L
.
i.
i
i i
i
-4.........
........................................
......... _.....
...... _..................-.
..----------------------- --...
._......._....._._....
_. .........._._.-....
...
.+
0
40 s0 120
160
200
0 40 60 120
160
200
STATION (FT.)
STATION (FT.)
STORMWATER
POND SECTION A -A
STORMWATER POND SECTION B-B
10
6
? 6
>
J
W 4
2
0 0 10 20 30 40 So 60 70 60
STATION (FT.)
OUTLET PIPE PROFILE
FASTEN PVC TO ANGLES WITH S/16" GALV.
BOLTS, NUTS, AND WASHERS AT APPROX. ELEV. OF
6" INTERVALS. � x 6.6' N
8" PVC ORIFICE GUARD
INV-ELEV. =4.-'
I I12` X 1 112" ANGLE EMBED IN CONCRETE
AT BOTTOM AS SHOWN IN SECTION a-B.
FASTEN TO RISER AT APROX. 1- FROM TOP
OF RISER. DO NOT FASTEN TO RISER AT ANY
THE OTHER LOCATION.
GUARD
ORIFICE
si
TOP VIEW OF RISER
SECTION A -A
NOTE: ALL PIPE SHALL BE ALUMWZED
CORRUGATED METAL
MENNEIR h! s
OUTLET STRUCTURE DETAIL
NTS
ELEV. BOTTOM OF
ORIFICE = 5.5 MSL
ELEV. BOTTOM OF
ORIFICE GUARD
= 5.0' MSL
F.ROSION L. CONTROGENERAL. NOTES
1. All construction activities shall be performed in compliance with the Sedimentation
Pollution Control Act of 1973.
2. All land disturbing activity is to be planned and conducted to limit exposure to the shortest
feasible time.
3. All construction sites and severely eroded areas shall be stabilized by the establishment of
a permanent ground cover.
4. The construction entrance and silt fencing shall be installed prior to any grading on the
site. As soon as all areas are permanently stabilized, all permanent measures have been
installed, and final approval is received by the Erosion Control Engineer, the temporary
treasures may be removed.
r life of the t the Owner shall make 'odic inspections to evaluate the
5. Over the project, pen spec
success in controlling erosion of soils to off -site areas. If areas are found where erosion is
taking place, the Owner shall take the necessary measures to remedy the situation.
M • 1_uwu
In accordance with Title 15 NCAC 2H.1003(a)(2), the following DEED RESTRICTIONS
AND PROTECTIVE COVENANTS shall be recorded in the Brunswick County Registry prior to
the conveyance of any residential lots or the construction of any buildings. Said Deed
Restrictions and Protective Covenants shall apply to St. James by the sea and St:. James Beach
Club In the Town of Long Beach, Brunswick County, North Carolina as shown on these plans:
No more than 4.000 square feet of any lot within the St James by the Sea tract, and no
more than 0.47 acres of the St James Beach Club tract, shall be covered by structures and/or
paved surfaces, including walkways or patios of brick stone, state. or similar materials. This
covenant is intended to insure continued compliance with stormuwfer rumff rules adopted by
the State of North Carolina and therefore benefits may be enforced by the State of North
Carolina. This covenant is to run with the land and shall be bindtry on all parties and all
persons claiming under them"
The above DEED RESTRICTIONS AND PROTECTTVE COVENANTS are included within a
notarized Division of Environmental Management document which has been signed by Mr.
Robert B. McHenry, Sr. Mr. McHenry is owner of Harbor Development Corporation which is .
developer of St. James by the Sea and also an authorized officer of Honer E. Wright, Jr., Inc.,
developer of St. James Beach Club. The execution of said document has been certified by an
appropriate Notary of the State of North Carolina. Executed originals of this document are
included within the submittal package to the North Carolina Department of Environment,
Health and Natural Resources - Division of Environmental Management for compliance to the
North Carolina Stormwater Regulations.
0 STORM,WATER_DATA _SUNIIYIARY
FEATURE DESCRIPTION
FEATURE VALUE
Total Built -Upon Area (ac.)
2.93
Total SW Project Area (ac.)
5.85
Elevation of Orifice (normal pool elev. in ft. msn
5.5
Diameter of Orifice (in.)
1.75
Elevation of Riser (ft. msl)
6.5
SW Storage Depth (ft.)
1.0
Surface Area of Pond @ Normal Pool (sf)
11,200
Surface Area of Pond 0 Top of Riser Elev. (sf)
13.000
Storage Between Normal Pool & Top of Riser
12.100
Computed Runoff from V Rainfan W)
12,000
Approximate Time for Draw Down (days)
3.1
Design Peak Flowrate (cfs)
1.0
Pool Elevation 0 Peak Flowrate (ft. mill)
6.7
STORMWATER DENSITY DATA
PROPOSED BUILT -UPON AREA (BUA):
SL James by the Sea .»................. 2.46 ac.
SL Janikes Beach Club ................. 0.47 ac.
Total BUA....».»»....»»..»».»...........».. 2.93 ac.
TOTAL STORMWATER PROJECT AREA (TA) ....... 5.85 ac.
%BUA/TA
50.1
A. PROJECT DESCRIPTION
St. James by the Sea (SJS) is being developed by Harbor Development Corporation, and St.
Jams Beach Club,(SJBC) is being developed by Homer E. Wright, Jr., Inc. The two tracts
abut one another, and mgether comprise
the whole of Block 5B within the Town of Long Beach.
SJS has an area of approximately 5.9 acmes, and SJBC has an area of approximately 1.9 acres.
The two deve due to: a the tree bein cord uo each n bust s kmpers, ) is g g us to oilier; b) coratno nes
interests in other development projects; and c) natural terrain which lends itself to a shared
stormwater collection system, have decided that a joint effort in some phases of project
development would be advantageous.
The northern half of the project area is primarily made up of stands of old live oaks with
cleared underbrush, and the southern half is primarily made up of flat grassed area and sand
dunes. Runoff from the project area drains to pipes under S. E. 71st Street which discharge into
an existing ditch. The existing ditch parallels the coast line and flows approximately 1 2/3 miles
to the beginning of Davis Canal. Along this initial reach the ditch passes through three existing
ponds. From the beginning of Davis Canal, the water flows to the Atlantic Intracoastal
Waterway more than four miles downstream.
B . SOILS R O SAND TERRAIN
The northern portion of the project is slightly rolling, and the southern portion is flat except at
the done line. The Soil Survey of Brunswick County indicates that the most prominent soils
within the project boundaries belong to the Wando series in the northern half of the project, and
the Duckston series in the southern half of the project The Wando series consists of excessively
drained fire sand on uplands. The Duckston series consists of poorly drained fine sand.
C.ADJACENT PROPERTY
This project is bordered to the north by Oak Island Drive, to the south by the Atlantic Ocean, to
the east by S. E. 72nd Street, and to the west by S. E. 71st Street.
D. EROSION CONTROL MEASURES
Construction entrances, silt fencing, stone check dams, and drop inlet protection constitute
the principle temporary erosion control treasures. These measures should be sufficient to
prevent any significant amounts of sediment from leaving the site.
The primary permanent erosion control measures will be the permanent stormwater pond and
permanent grassing.
CONSTRUCTION SEQUENCE
1. Obtain approval of Erosion Control Plan from NCDEHNR- Land Quality Section.
2. Install construction entrances and silt fencing.
3. Replace the existing 18" pipes under S. E. 71st Street with the proposed 24" pipes (C-A).
4. Install check dam.
5. Install culvert C-1.
6. Begin clearing and grubbing of proposed roadway and parking areas.
7. Rough grade roadway areas. Begin installation of storm drains and catch basins.
8. Begin construction of stormwater pond outlet ditches with retaining walls (as
required)-
9. Begin stormwater pond construction.
10, Begin construction of Beach Club buildings and swimming pool.
11. Finish grade roadways and parking areas. Place base material and pavement.
12. Stabilize all slopes steeper than 3:1 (H:V) with rip rap or other suitable protective
measure.
13. Within thirty days following final grading activities, seed and mulch or otherwise
stabilize all disturbed areas which are not built upon.
14. Maintain temporary erosion control measures until permanent ground cover is
established.
15. Obtain certificate of compliance through and on -site Inspection by NCDEHNR Erosion
Control Engineer. Contact person is Mr. Dan Sams, 919-395-3900.
16. Remove temporary erosion control measures and stabilize these areas immediately.
Permanent erosion control measures shall remain.
1. All disturbed areas due to construction and any severely eroded areas shall be stabilized by the
establishment of a permanent grass cover. The seed species shall be selected based on the type
soil present, seasonal conditions and other considerations. As an alterative, the contractor
may use the methods and schedules shown below; however, it is recommended that a specialist
be consulted with attention given to site specific conditions.
a. Cultivate area to a depth of 5 inches
b. Apply agricultural lime at the tare of 4000 lbs. per acre
c. Apply 10-20-20 commercial fertilizer at the rate of 500 lbs. per acre
d. Sow grass seeds at the following rates:
Kind Rate Per Acre
Common Bermuda Grass
unhulled 25 lbs.
hulled 12 lbs.
Pensacola Bahiagrass 50 lbs.
Korean Lespedeza .25 lbs,
Tall Fescue 30 lbs.
e. Mulch with straw at the rate of 3250 to 4350 lbs. per acre.
f. Anchor straw with asphalt emulsion tack coat applied at the rate of 300 gallons per
acre.
2. Where it is not possible to establish a permanent grass cover in a reasonably short period of
time due to seasonal considerations, a temporary grass cover shall be established. The
temporary cover shall include the planting of annual grasses or small grains such as rye grass.
Temporary covers shall not eliminate the requirement for permanent grass cover. Where the
season or other conditions are not suitable for growing a temporary erosion resistant cover,
mulch may be applied; however, mulch used alone shall be for the shortest time practical. A
temporary or permanent vegetative cover shall be established as soon as conditions are
favorable
"1
3. Topsoil shall be used over unfavorable soil conditions for successful establishment of G
vegetative cover. �I
4. Irrigate as necessary to optimize plant growth.
V
This drawhp Is the property of Houston and Aee•etetes, PJ6 and
is not to be repraaloed In whole or In pit wl,wut wralen permission
tom Newton roil Asemlatae, PJL ® Copyright IM
(n
ALL RIGHTS RESERVED
93-0781Y

STORM DRAIN St CULVERT DATA TABLE
50• MIN.
E1t11 F10W with
invert Elev. (MSL) Headwater Effect 10 - Year
:.:;`.:��•:^ s, ,
I.D.Diameter In Out $ (cfs) V (fos) Peak g (cfs)
TOP ELEVATION OF STORMWATER _ _ - - - - - - -.: a_.•,y 1 -xx
----------------------- 1 2019' 5.3 5.3 >6 <2.0 6
,
a,` :::
SU-1 2 0 24" 3.9 3.0 19 3.0 19
<a.o..a:'"'at MAX: SIY2 2 ®24" 4.5 4.0 19 3.0 19
+!5 WASHED-f." ` • k 25.OR WIDTH OF
STONE ;: x
EOUS NG PROPOSEDSTREET,
CHANNEL SLOPE '�? ;`,a,.", ' ``' q SD-3 2 ®24" 4.8 4.6 18 2.9 18
��a.oaia,,,.,,'.. ROADWAY ,�..s s,. WHICHEVER IS
•- M7 RIP -RAP' -ate >'F.t'9`> GREATER SD-4 24" 5.8 4.9 8e 2.5 13 5
SD5 15" 8,5 5.9 3.90 3.2 6.7 d
VARIES
Ale C-B 18" 3.7 3.9 2.7 1.5 2.7
SECTION VIEW," C-1 15" 5.5 5.0 2.7 2.2 2.7
e This value represents apprmdmate g intercepted by all upstream catch basin& Excess gio
XISTING SLOPES •j PLAN VIEW Over this value flows Within roadway centerline swalle.
` 10' MIN. Note: All pipe shall be helical CMP or equal. -
vayp
y %a NOTE: HEIGHT L WIDTH DETERMINED BY
'y EXISTING TOPOGRAPHY AND
.'... .... .:.............:.:::.::• �:.: j:::':.py SEDIMENT STORAGE REOIARED NEW CONSTRUCTION
:..:..:..:..:..:.•:.,:::.,:.•:.•:::..:..:..:..;.,:::: '`a'.a' EXISTING ROADWAY
y',:'','•:::•;•.:`::::;:'::•'::�';::'::':::: ::':j'':[',: 35'MIN. 15•MIN.
uu ..��� ''js• 'YY
D� ; `:...:::. WASHED 6" MIN. ,......, _ . ..... .,., 12-MIN.
y`�a STONE
s0_2 SECTION VIEW CATCH BASIN DATA TABLE
FRONT VIEW
c B Invert Elev. (mal) Top Elev.
r I.D. in out (mall Inlet Grate Specification y drill
TYPICAL CHECK DAM DETAIL CONSTRUCTION ENTRANCE DETAIL g
NTS NTS O . Z
1 4.6 4.5 7.5 Neenah R-3156 Z z
A CB-2 4.9 4.8 8.0 Neenah R-3156 (two required) a`ai
NOTES:
1. ALL JUNCTION BOX COMPONENTS SHALL BE REINFORCED 1 5.9 5.8 9.0 Neenah R-3396 IrY
FOR H-20 BRIDGE LOAD. - U +y
2. JUNCTION BOX SHALL BESET LEVEL IN A DRY HOLE. 8.5 11.5 Neenah R-3396 +N•4t ~
O yr Z
i _ 1 4.0 3.9 7.2 Neenah R-3010-A o
S f1FF MIFN DTl
OR WOOO POST
C-R 1r STEEL
WOLVEN WIRE FENCING AS REO'RD.
err
EXTRA STRENGTH (50 tV1 IN. MIN.) SYNTHETIC POROUS SAT FENCE FABRIC
SD- FABRIC OF NYLON, POLYESTER, OR ETHYLENE YARNS. MIN. 12 1/2 GA. w 7-•
MIN. 10 GA. INTERMEDIATE b = FILL SLOPE y� O
LINE WIRES WIREyt 9 �` 1••••
? 1 yy (~
1
STANDARD MH PLAN VIEW r ✓ F FRAME A COVER GRADE
A A ,a, MIN COMPACTED FILL OVER SKIRT 20' EASEMENT
" L' ♦ aT d ANCHOR SKIRT WITH ON 4" LONG
.' K ♦ Coax 3,' §. . �'.::: ' #¢ \�<`x,♦ .�'a'r, �i�i u8{,! Qyd` o , ,aS`'a5a�ra4iJJ6 % +Y3. �..` aTy 1•�%3i`a�"TEN
`��5� `�4 WIRE STAPLES @ it O.C. A
�nJa, .a,.` •, sl ` 4r ( Q• .
t � � >r •FOR f1EPAi1 � SILT FENCE FAILURES, lR�l-
"� ` Z Z .�t� �rc�-" , `-`^ , ,-� USE 157 WASHED STONE W LIEU OF
p -C�9I7'"4 ::r`:�3 COMPACTED FILL r ^ Rr
kx AS REOD.' AS REO'D. 1' Uj'`i COMPACTED DECORATIVE STONE �1
(S MIN '• :n a r `Ci¢� s TYP. WNERL
m ¢ MIN. 4" THICK CONCRETE REINFORCED MATERIAL ANDDEPTHSELECTED BY
wy a _ FRONT VIEW SIDE VTEW WITH 6" X s" - tOnD W.W.F.
LL I
~ rt w 1. Instal si0 lances as shown on drawing and et bolions necessary to control sNation of adjacent ames.
20
20
F its 2. Where wood posts are used, 0ney shall be a Minimal d r in diameter and 6 in length. Pasts anal be creosote a 9" MIN. ' .. "5•
TREATED 2 X 4 POST ti FRAME w ^ 3. em at" sm uaad t11 pientachloropilind headed southern be Sin and be d 0a "I fastener ��r'%`::::'.1y�,1'.vv' :�s..y.. 4.•. •. ' »?�ay'�q . .'.' ,.�...%,` i %i `% 'a�i"5:�,�' a
•.:'.: .:..:- ;:fy: .n..a`.. •a,Ria naa4.�.jy�' �y....^
INV. ..38MSL 4. Wown wire /e�icip, wham they
(sea Nola i B)nNW toftorm b ASTM At i6�tla�ss 3 gaNaniZinp. Fabric shm0 /2" WN „ �,0�',y�ia J"r r,Sa6�,4a9�,b, • .;:::i:•i:T.: .: .: .:: •..•,alaL, A/TL�y- Q4,M.,c ,a.a.'a f. N
: • •t {.:. i..:i {!. i::,::,: {: ;: r +.+;? 12' MIN. be a miMnaan d 37 wNs and haw s mirlMlflrn d 8 YN Wres wi1117 slay fpadnp. TM top aM1 bo0am Wires steel
{`t ' M
..�.?'}:5�i:'.'r'_./'.'lr'r'. J}i: r'.'Tir'i'r'r•iii r•r r.r.r. ` .. •. `L::,.r.r.r.r•. be 10 pups. and Intermediate wlros shah be 12-iM2,paupe., Who Ishdc s1tY be IaYarnW to wood pasts with not less COMPACTED SUB(iRADE
7:J}f}f}l•l1f}!}f}l}J,�N}f}J}J}IJ}I}J}Jf }J}f}J}f}j}f}j}j}•,}fL1Lt=a9atapleel l/or Igla GROUND UNDERLAYING
ALL
DECORATIVE
MIN. 13COMPACTED 4
'~f}f f�'f}l}l}J}J}!'J J}J~%'J}J}t}J}•}f}f}J;ILf}f}!}t}t1il•:%t • �i}i r}i}i}i}iM1i}i}i}i}i}i}i}r}i}i}i}i}i{�}}}i}}}i}i}i}r i r}iL�L fL• PLAN
��y� 5. Flier fable shall be d ncen, polyester. W contain
or ehylew yam with minimum strength d 30 bJOn. in., and a FABRIC UNDERLAYING ALL DECORATIVE ABC BASE COURSE M �
•L•L•L•L•L•L•L•L•L•L•L•L•L•LH•u4LfL•L•L•\•L•L•L•L•L•L•L• L•L•L•L•L•L•ML•L•L•L•L•L•L•L•L•L•L•L•L•L•L•L•L•HL•L•L•L•L•L•{•L•ti PLA VIEW SECTION A -A Norientalfhwfa �' used may- Falk shall coded r greater,
that it a and pacing I . STONE. FABRIC SHALL BE TERRATEX N08 .�
6.0 filler fabric ts used with a strength d 50 DIWt In. or greets, BpQ tha poet sparing IS) does not exceed G, woven OR APPROVED EQUAL r-
SECTION B-B SECTION A -A wire fencing is not required. Otheml aowo wire fencing is rsgwW. and Post spacing shelf not exceed V. ^ o
INTERCEPTOR JUNCTION BOX TYPICAL CATCH BASIN PROTECTION STANDARD TEMPORARY SILT FENCE ST. JAMES BY THE SEA ROADWAY SECTION cc rn
NTS NTS NTS w rn
Fall to '
v
00
Ci=
W �
W c
0
�Z
O �
U
a VL Z
H sD a H Z
H� SO-3 W a
sae o
. ] N" :IFFY ♦4� > � : .. -- 4 tz>
NOTES:".', N
NOTES: . NOTES: :. .... .... T A r,, A NOTES:
A : •,' A A :. , A 1. SEE'CATCH BASIN DATA TABLE' FOR INLET GRATE '
1. ALL CATCH BASIN COMPONENTS SHALL BE REINFORCED 1. THIS DETAIL APPLIES TO CB3, CB-4. < ; - ,;8 ENTS SHALL 8E REINFORCED `�,«s-
- �� SPECIFICATIONS. ♦: ALL CATCH BASIN COMPONENTS ' ^ X
FOR H-20 BRIDGE LOAD. .. 2. SEE'CATCH BASIN DATA TABLE' FOR ELEVATIONS AND INLET GRATE ` ; ' " ` a xg a : i FOR H-20 BRIDGE LOAD. a s .a N J m
Ns ,
2. ALL CATCH BASIN COMPONENTS SHALL BE REINFORCED A 1 A
2. CATCH BASIN SHALL BE SET LEVEL IN A DRY HOLE. ' ' .�:� : : , • , ' SPECIFICATIONS. � < s < 2. CATCH BASIN SHALL BE SET LEVEL IN A DRY HOLE. c Z
.. ,,_ FOR H-20 BRIDGE LOAD. DATA TABLE FOR w
3. SEE -CATCH BASIN DATA TABLE' FOR INLET GRATE ,. - 3. ALL CATCH BASIN COMPONENTS SHALL BE REINFORCED FOR If-20 - "'-' a1 �'s 3. SEE -CATCH BASIN INLET GRATE -a
SPECIFICATIONS- ' ' ' ' BRIDGE LOAD. > 3. CATCH BASINS SHALL BE SET LEVEL IN A DRY HOLE. , • , SPECIFICATIONS.
O Q
4. CATCH BASINS SHALL BE SET LEVEL IN A DRY HOLE. > i 4. INLET GRATE FRAME SHALL BE RECESSED INTO CATCH
* `�.` air :X �i ¢C•�::� w i BASIN TOP. y ..» ♦"E .',�, r qy Erx O
X x fix ♦: ,OY r.' Di ��t � M> ,.y.Y `;G A"*g\\S\S\tiCA 1r1111IIhil '^
SD1Wtl H� (2 O 2
sue•--1 H,a•J r CO
j' rn
CO
PLAN VIEW PLAN VIEW PIJAN VIEW PLAN VIEW �y/f n R GO`��� Iq
-72Ill
..�.9 ��� ai�rS ,1 : y:J i �0 I'. .�<o-M ,r:>♦, z: s:3 c 0 AASI.
"`
r 1 !
. .. .. .. <, ... 'ba v, ♦ ." ` ,Y S. ... .:.. , . .. .:•. .v.,i [ rr: a:::•�i:' :'•rr:t: N ::t• ,L
•.. 1••"•f.�•.r. _ .'. .. ham"
... ... .... Ira r.: .-. ......... •:. � . ... . _. ...:AS.. _.
.. ""F <_.:..:.. ';.. .. - -, •:.-: .... , :... .ASREO'D. .. .. ...... :... _ ..., .::>. .; . t.:. ., ,.... .,:. ... .:':; ....-..,,.. ...:. :r'AS REOD.
. -: :: : ... ,.. �, ._:. .:i.. ':• ,>, t4
HELICAL
hill
HELICAL
HE
HELICAL CMP •>.:s .„<. HELICAL
r 1'
i
ASIll
VIP "1 (4' MIN& 1�':: w WIMIlhoQ`
A
IL 40
ui+i r1 Ev. as ow, Eli
INV <ELEV..3.ff MSL „ < ,
' -. .. 1 1 ' : o° 12 MIN. .to t;.[:..::::;.:: t... `.. ._.t.•i.,:.•:.:.: :.:.-:.•: t.; .•:[ :.:: 12'MIN. -It4V. &, ;, �:}.I helm
a: t: :: :'ti: is :, •:: r::::::::'::: ......
:�:::::::::::::: r . i:i '• c•r• •.
_ :r:::
•:: r.: t •. t.:.:. r.:• t
•. t
t
. t
5 • �Mt : •HL•L•L 'L• •L• .• :'•'•:i'::'i':'::•':':':':'i :':::':':':':':'}'-'r:}': :- L L L L L• L L L•L {:L.0 'L. •. • L. .
{• L L L L•1 �' �L•L•L• •L L• ••YL•L•L•{, -t �, } L L L
•L•L•• '•hf•J•J + r f /Y•h/ J /. . . } . } } L•L•L•L ' .•YL• K "" �• L r J• /•r•r•r•r•J•J•r•/• r .`� 2 L •L•L ••L•L•L•L ' J S J J•J•hr•J / I! J /•J• •/• M L•L•L :::'(:-,{tt•L•L•L L•.••L•L• •••+L•.•••L•L•L•L•L••• ••L• t-, :-,{ : •L••••L••••• r J / r S•1• •J• •+ + - L•L L •L •'- L L L L L L L L{ L it:•tH{ L L bHL•L•L•L+L•L•LK•L• •L•LK• •L•{t{t1•{• J / r J J J I/ . .r. .
3 �+ r / r r /. • •+. . . ./. •r• •L•L•L•L• •L• •L•L• •L•L•L•L• . 7 t •J•f I•hhJ•J•hf . •Jr . • Vrh J•r•/•r•J•h/•/ J l L L L•Y• H L \ L L• • • •L•L•L• f J J hh/• .eJH•/• f • •.het
. •h •/•+• •J•J•1•J•/•l•/•J•/•I• / L LLL L L•L•L•LrL•L• L•L•L•M . I ••H• •/• •J h/ • / •+• b• M•J•/•r•J•J•J•J /•J•h/•hr•/•r•}•/ r•J J J / J I•/•J•/•r•JY•fYM•JY•J•J:hhJK•:Y•:•hhJ•/Y•: •/•hJ• •/• •J•/•JY:/•f•h •J• •/•J•r• •J• •h/•J• . . •J. . •r•/• L L \•L••L•L•L•L•L•L•L•Lr1•L•L•L•YL•L•L• M• Y•hhJ•hf J f J t L •rj
L { L • .L• H•ML• •L•L• • • t S • •L•\•L•L•LH•• S ••r•J•r•t hJ}h •+•/•h J•/ /•Jet•/•h • /•+• L L L L L•L•b{•L• •\•L•L•L• .•L•L•ML•L•L•L•L• •L• •L• µ / 4 ,•YL•L•L•L•L•L••L.•'••••L•L•L.L•L•L•L•L•L.L.L.L.L.LrL L • L • • • S • • J r f /y.l•J.J.J•/.hJ•l•r•hF•J•J-JM.r+r•ML��'/•J•J•J • � L L �L •L.M •H{1L L L.L•Y
•L• K•L•L•L•L•L•L•L•L•L•L•L•L•L•L-L•L•L•L•L•L•L•L•L•L•L• � A•LN•L•L•LH•ML•L•L•L•L•L•L•L•L•L•L•L•L•LK•L•L•L•\•L•L•S ML•L•L•L•L•YL•L L L L L•L•L•L•L•LK•L• •S L L L YL•L•L• • I N •hhh/•J•rM•J•J•hJ•r•J j
L L L •{ •J•/•r•J•J J J J J•h ./• •J• . . } •+• �-.•L•L•L•L L L L L•L• •{ J rY•f / J / rN•hJ•r J J r /N•/ J•r•I J• •r• i"i" gig .
•J• . •J• •r•!•J•hr•/ / J L L L•LK L L•L•{•L•LH•L•L•L•L• ED . S . . / J !•hh •/•Ahh r . . M• }
. } . . .+• •J•+•/ r•r•r•r•r•: •+ / r r r•+•r•/•/•r•/.J•r r + J r r. .. . . .r. . . .. . t rir _ t _ - _ s _ t L L •{ L L•L•L•L•L L•L•L•L L L L•L L•L L L L / r r h •/ J}}•J•hr J J / /
fJ•J•/./•hJY•f•:•J•/ J J J•J•r•J•h IK•J•hl J / . f /-fYY•J•rY•JV•f J J f +JYYM•/•J•/.JY•f •/•J••hhJ•J•J•JY•J•/•J•J•J•hhJ•l•J•J•JN•J•/•J•r•J•JM•+Y•J . t _ _ _ _ - _ t� . _ L _ _ _ S _ _ _ t L L L•t•L•L bL.1•L'L.L. S �-�••
sy •L. • • •1. • •LK• •L•L•L•L•LK•L•L•L•L•L•LK•L••.•• L LLL L t rit _ _ t _ - t _ _ _ _ ••L•L L•L'L•L•L•L•L•L.L•YL•L•L.L•L.L.L•L.ti•ML•L•L•L•L•L.L• • "L.L•Z•L• •L•L•Lq •L•L•L•L•L•L• •ML•L•HLq L• •SgL•L•L •LSLK•j V
L•L• L•L•L•L•L•L•Ltt•L•L•L•L•L•L•L•L•LH•L•L•YL•LK•b nL•L•L•L•L•L L L L•L L L L L . . . . . - tL tL ti tLtltLtLtL tLtLtLrit\ IrLtYLtLLLtMLLLLLtLtLtLtLtLtLriritLLYLLLtIritLtLtltLtLtL�•J•J.S.+J.J•J•!•J•J•J•J•hJ•J'Ju.J•J•J•J.J•J'J•J•J.J.J•J.� J•!.J•J•J}J•J•J•J•S}J .J•Ju•J• •J J.�s J.w
li:i•J✓:i•J•J•J✓•J•J✓•J•J•J•J•J.J.J•J.J•J•J•J•J•JJJJ'� J•J.J•J.J✓•J•J•J•J.J✓•J.J•J✓.J'J•J•J•J•J•J•J.J•J J•J J J J J J J •L tL t4 tL tL tltL tltLtL t{tL tt tLtL :L tL
•J JVWJ•JNJ•S'J}J •/• K
SECTION B-B SECTION A A SECTION B-B SECTION A -A SECTION B-B SECTION A A SECTION B-B SECTION A -A
Vwe
GRATE INLET CATCH BASIN. i
GRATE INLET CATCH BASIN, CB-5 GRATE INLET CATCH BASIN. CB-3 & CB-4 GRATE INLET CATCH BASIN, CB-1
NTS NTS NTS NTScc
CjI
to T in
Z \ in w
V c
This drawing is the property of Houston and Associates, P.A. and = o e 3o y
is not to be reproduced in whole or in part without written permission00 U
from Houston and Associates, P.A. © Copyright 1994 �/I

. n
EXIST. EDGE OF PAVEMENT
72ND STREET (50' ROW)
EXIST. EDGE OF PAVEMENT -- -- - -- - - --
TEMP. STORAGE ELEV.: FMSL_ —
PERM. POOL ELEV.: 5.50 FMSL
24" CPP
PRINCIPAL SPILLWAY
INV. OUT: 3.00 FMSL
USE ELASTOMETRIC BOOT
AND SEAL WITH
NON -SHRINKING GROUT ON
BLEEEDDOWN AND PRINCIPAL
SPILLWAY ORIFICES
\'AJI vrA �'✓y'> NORTH NC GRID NAD83 VA
''/ ✓ s .y /V/Av/i '� AAV/ 'x
G- u/ _ _ ----- _ r
ti r ,v . ,My •6-
4 '• 5— �_I �LINE
• < 4 _ — VEGETAT
IONT_
,. ♦ i ; ?
< SIGN
r I
a c ' • • t �10 PALM
wr \ \
_ 1 L ♦✓ • • �V.�� 1
/ / I
I \', j~ x < ;; ,- / // / / APPROXIMATE EXISTING STORMWATER I I I
\ /y ! " \ X'
\ \
<�✓x ��' u\ ��,}' „� I l l POND CONTOURS I I I I ILz`� I� vw� V 'v w
EG:8-06 X
/\l r„� ✓
j\ \I' — _= — I If\\ _I
✓ /\ \/. \ \ i`. r. l \ / I 1
Ld
I,<
\ Tim
I O \:\ 1� ��.. x\,'u�' /\. — — �— -- _5� ` \ \ \ \ I I lO Z 1 \\ \ T \ \ 1�/\'11/"\/\ ,�\/\ Y\ \/ \f \' _
v / l ` < —
% A. / ' 'V A A Q'
'<l`✓`, y- \./\,'•� \/:`fir-X`.\,/\\.� l \' \�t./'l \ \ \
i
wa
v� ✓ r;.\ of { ;� \ l / /
/v. v; vX/ ,
EXISTING / l\i` \� > /> ' /\; .✓ '� •I. ' ♦ "\'\T` 'X \<f\�✓^�; \ l{ `\f\<'\.'' t ?:.� �`VC�i. IK
18'STORMDRAIN / /-`.i`.i �, /'\ ' 4 • • \. y/ \/\ ,�,. ''\ \/\ \
ELECTRIC BOX /- i - /\r\ . ♦ is// `/ y, iY� r >'✓ ` �k�Y{. `'v % .� \
.: ,\„ ✓�/\/. /\.... / \ tr \' \.\. \,\\/ :\.1\/\, \,/'%\' \r`\�\.\. �<,',,��i\,\Z,f \ �ii
s \C -
". ,' \. .. _. _ ,.' \ : •.mil ,.,' / .., %}. , r / \.' \ , < / ✓' \ i'. \( . Y
�<
✓ ✓ \ \,
Y / \` %' ;' \ w/ r F. \ �` \.. .,fi` `� ./ - - - ''Y ✓
- v /X' \ _ .� `,// %„
•. t5EN1�(�Gii�G�/ESS,
EXISTING
<POOL \
_,_::. r / __-,\.<:.._,\,�,'\?'- X'\/\,/\ ✓y! ! .l � .•. �\/ `: ✓,l� �'j\E':7i60-/ .(\/ - `�;..,/ �� / '�%"�, \,'\:\✓^ q _ ' � -
< \/
EXISTING WOOD ,��% • I � / /\ i\, / / �4.; \ /�; `., . �� i-�. ��" , \ < \/\ , Y k` \/ , r 'I _.
EXISTING ✓\,' ,\ 1/ ✓ ` ✓ / j' /'\ 'af >�` ,S , / /-..v,'\,' \o� 'I
SIGN AND ® r \ ,\�`!1/ \ ♦ i • : ,\ /\,; /,.,f`
TELEPHONE POLE • /, ,
TELEPHONE POLE /v/ vV A/ ` ' v' ` '/y V/' %"� � EC- hZ4' jC / (yr f � �� ; �
O
v
< \„✓< \ ; \, .. ,•,. EXISTING y, .,' .`�' ♦� �. �� y\V�\%`vy r / _-
FG: 8.45 ` r /� •' • • LAMP POST \. ` / \ • ' ' / < -
EG:8.05 > \ ;� \,< � / � • �. iC / ••.f ••! ,,�� Qt- ��4. /�< \/� i I I
•.• i • s. ����< / \ '\j EG: 7.68 •♦ .•• .`' ••• t. .x�\ / -_ - \i✓ '��\y. , i, / 1
j •S•�,' � �� i •' s•' •' .• <�,� ��f\ `/ /�� � \ ❑ "••• •♦ .•, FG: 7.69 / \' \ :<,af I I I
I
•• /' —
•tv
a.
����'�• ••��• •� tip.•• `.��i •'� / a�< /\v <j"\\v'y/Aam ,<<, ,v'� A•4♦
\q�IIIIIIIIIZi� fi
• �• • ' •� .'�• •• v A/ v v /� V/ � � rA� _ ♦ I I INV.: 3.0 FMSL 1 2— I I r j /
v vy� APPROX. EXISTING STORMWATER I 1
•: ��'_
:. ! • _ �r.' .,, l�, ✓ k Ec:zBo Fc:7s7 ` ` 1 POND CONTOURS o i !
• ♦/ . = �- • • EXISTING 1
�j -, PROPOSED 175'OF ELECTRIC
ilL
F,G: 8.60 ' _ EG: 8.20 .i SEDIMENT FENCE \ _ - 2 / f-. /
\ _ _
•t_--SQF QF-12ILH �.. _ XI SfiATION MP •. ., r _ \ A\ A\� _ 4-
6it
L.-
_ sa
���'\• __.. U _- ti PROPOSED ' -
1'ry
I'
' \ / - - \ PROPOSED 4'x4' I �'
_ , P
TOP OF _ \ / I P RISER --___
68' OF 24' C STORMWATER I
— —SEE DETAIL -
— I H_-
- EXISTING STORMDRAIN
4' CONCRETE SQUARE
RISER NTH GRATE
ELEV: 6.60 FMSL
TEMP. STORAGE ELEV.: 6.60 FMSL
PERM. POOL ELEV.:15.50 FMSL
12'MIN
—T
1.75" REVERSE
SLOPED ORIFICE
WITH SCREEN
ELEV. 5.50 FMSL
a
ANTI -FLOATATION COLLAR
(7' BASE, 1' THICK)
AESTHETIC POND RISER
WITH ORIFICE DETAIL
NOT TO SCALE
TYPICAL PARKING LOT
PAVEMENT CROSS—SECTION
NOT TO SCALE
SUBGRADE
( IN FEET )
i inch = 20 ft.
*NOTE. IF WIRE FENCING IS OMIT7ED AND
10' ONLY SYNTHETIC FILTER FABRIC IS USED
THE WOODEN OR STEEL POSTS MUST BE
MAXIMO A MAXIMUM DISTANCE OF 6
*R
i FeN�INc
iF1
. ,i ,.,.
�
•:�Illli lll�l,i 1'i�l, i• ,
11
11tti„1; 1.
ISOMETRICAQkp
�1
QQM
o.
SILT FENCE DETAIL
Ei
w
0
W
lL
W
O
D_
W
U
fi
w
a
0
RECEIVED
AUG 0 4 2006
DWQ
GENERAL NOTES: 'Roa# SW'gcWZQ3 KkJ
(1) SITE LAYOUT FOR ST. JAMES BEACH CLUB WAS PROVIDED
BY THE OWNER.
(2) PARKING LOT MODIFICATION IS BASED OFF OF THE PLAN
SET TURNED INTO NCDENR-DWQ BY ANDREW & KUSKE
CONSULTING ENGINEERS, INC. DATED 10/15/04.
(3) THOSE PLANS WERE APPROVED BY NCDENR-DWQ ON
AUGUST 5, 2005 AS A MODIFICATION TO EXISTING
STORMWATER PERMIT SW8 941203.
(4) THIS SUBMITTAL IS A PLAN SHEET UPDATE TO THE SW8
941203 MODIFICATION.
(5) TOTAL IMPERVIOUS OF THE UPDATE IS LESS THAN
APPROVED ALLOCATION OF THE SW8 941203 MODIFICATION.
LBODD
EXISTING PAVEMENT
EXISTING PAVEMENT
TO BE REMOVED
• :� PROPOSED PAVEMENT
- - - - EXISTING CONTOUR
— — — 5 — — — EXISTING POND CONTOUR
- - EXISTING CENTERLINE
EXISTING FENCE
- - EXISTING RIGHT OF WAY
-- - EXISTING EOP
PROPOSED CENTERLINE
PROPOSED SILT FENCE
BUILT UPON CALCULATIONS
OVERALL AREA:
TOTAL PROJECT AREA = 6.24 AC.
PERMITTED IMPERVIOUS ALLOCATION
RESIDENTIAL BUILDINGS = 2.35 AC.
STREETS AND ROADWAY = 0.37 AC.
PARKING LOT = 0.58 AC.
TOTAL (SW8 941203)
= 3.30 AC.
PERMIT MODIFICATION:
RESIDENTIAL BUILDINGS (NONE)
= 2.35 AC.
STREETS AND ROADWAY (NONE)
= 0.37 AC.
PARKING LOT MODIFICATION
= 0.22 AC.
PARKING LOT REMOVAL
= 0.03 AC.
TOTAL (MODIFICATION) = 2.91 AC.
TOTAL PROJECT DENSITY:
2.91 AC. (100) = 46.63%
6.24 AC.
V
R4 ' DESCRIPTION DATE
OWNER:
HARBOR DEVELOPMENT
CORPORATION
P.O. BOX 433
OAK ISLAND, NC 28465
(910) 278 — 9874
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture / Construction Management
P.O.Box 1172 Phone:[phone]
Wilmington, NC 28402 Fax: [phone]
DRAWN :
J.
CARMINE
PROJECT
NUMBER 200-10
DESIGN : J. CARMINE
CHECK :
J.
PETROFF
SCALE : 1" = 20'
APPROVED:
J.
PETROFF
DATE : 27-JULY-2006
FILE NAME :
St. James by the Sea
Subdivion and Beach Club
NCDENR STORMWATER PERMIT
SW8 941203 MODIFICATION
JOB NUMBER SHEET NUMBER
200-10 SW-1

EXIST. EDGE OF PAVEMENT
72ND STREET 50' ROW
A�
EXIST. EDGE OF PAVEMENT
t..
,v ,.
NORTH
- NC GRID NAD 83 �, 1
O I
I
�, / -
// \ v 1`
h
/1
FG 8.32. �\; - - - ._ -. - - 7- - - - - - - _ \ .,
vv t t._ •••• A� ��/\ / - -. - - - .- - _ _ � _��� LINE OF
r. ` x
• I
• 1'
, '.. j„ - .- i :• �' 'r'•. '' A ; {'• i •. • .h Y: • Vi - �� �� _. _. -. - - 4- 6 � --� �� �- � �, A t � I� VEGETATION
F
�• '� •� •: i FG:8.18%A.� / v, ` ��-3 _ �� i
_ _
•. •� -
•� .... •r� /v < ,/ �� 1 I 1,
EG 8.20 V
APPROXIMATE EXISTING STORMWATER
ND CONTOURS i I I I Iv\ ;
W
LIJ
2TY
\�W
./ 3\4 a �i z
A
Uj
i
/ /k ✓ /'� v a \
g \
v, ` lv y v V�� I �' a f.
I I
\ 1-
, v �\
In
XXX
Yn../,-A
\\'� ' \�\T \i'��\�%'••.••� \''. /�/y i\y \��`�.\i�/\�� may`.• \,"• /\//i\,./y�i,F•\/ ,�\-�,. I 1
-1B'STORMDRAIN EXISTING /"..� . ,' ' ,.,\, / ,\\' '\ 4r' ••• •i �'\ \ ` \/ �../\ \\/y < /•'-'-` „�
1
ELECTRIC BOX!'y/\
YyY
., ,. 1. ,� r.
v.
,
/
\, x \7: EXISTING /
X ?. \.
\ { \ '� ;�
\ POOL
y <v, .
EXISTING WOOD 111 _ -
SIGN AND )� , v' • • _ __
II
I \
EXISTING .• '� .., � �'\ • � � y\ / \:' V� _
• t
:LEPHONE POLE
TELEPHONE POLE EXISTING /\./�T' i i / EG T:24' '1� •• /' �.. `/�j y� , \ , \� �l jl _ _
FG: 8.45 I EG: 8.05 \ \\� / \. `>:'\/ LAMP POST �i \,' \ k / y • . • • / ! �.� �� v//�/ `ti �< ` \t �yy L..
Y a
L • . t .. A `-%� v / EG: 7.68 • .� • 1. A \v _ 7 •,
iEl
vc
E01t Z/
I
,
A.
Oil.
A.
/
t.X>< jAMm
... v - - IIIiIII��j
' • • •'• •� � � ., i y/ �, v, � � � INV.: 3.O FMSL �
° • ..- ;v ' �, v'` FG:7.97 1 1 APPROX. EXISTING STORMWATER f ��
,.
4.
• EXISTING \\\\\\ \ �� POND CONTOURS/ ojr _ ELJI
•`8 ELECTRIC
.. __ _ 8 _ j� PROPOSED 1750E
FG: 5.60 -7 EG: 8.20 �:' SEDIMENT FENCE V ._- 2
_------_ tSOP OF- f21ZC1i_-u -_-_ E - -_ _ - _ _ /
"�.•,�i_' EXISTING PUMP ���` ,.
/ _ 6 //
JJ
STATION , -/ -...- 6
S9 _ ---- !-
j 68 0PO4ED PP PROP
OSED 4'x4'
- \ Q0.25% STORMWATER RISER
--' - -' � � SEE DETAIL
70P OF DI H - - -
_
INV.: 2.83 FMSL EXISTING STORMDRAIN i
/ r '
PROPOSED 750E - - ---_ �- PIPE TO BE REMOVED
SEDIMENT FENCE - EXISTING
4' CONCRETE SQUARE
TEMP. STORAGE ELEV.: 6.60 FMSL RISER WITH GRATE
ELEV: 6.60 FMSL
PERM. POOL ELEV.: 5.50 FMSL
PRINCIPAL SPILLWAY
OUT: •• FMSL
NON-SHRINKINGANTI-FLOAT TION COLLAR
• ON
BLEEEDDOWN AND PRINCIPALSPILLWAY •
• -
ORIFICEWITH •
TEMP. STORAGE ELEV.: 6.60 FMSL
PERM. POOL ELEV.: 5.50 FMSL
12•MIN
1.75" REVERSE
SLOPED )RIFICE
WITH SCPEEN
ELEV. 5.50 FMSL
TYPICAL PARKING LOT
PAVEMENT CROSS-SECTION
NOT TO SCALE
SUBGRADE
( IN FEET )
1 inch = 20 ft.
"NOTE: IF WIRE FENCING IS OMITTED AND
��, ONLY SYNTHE77C FILTER FABRIC IS USED
THE WOODEN OR STEEL POSTS MUST BE
H1R MpkIM�M A MAXIMUM DISTANCE OF 6
� FeN�ING
1
ISOMETRIC VIEW
SILT FENCE D IL
NOT TO SCALE
eN
R
s��enc Fll�el posy
w
CJ
W
U_
O
z
P
W
U
z
IWi
a
RECEIVED
AUG 0 4 2006
DWQ b
GENERAL NOTES: vROJ# %-q¢1 w3Md
N
(1) SITE LAYOUT FOR ST. JAMES BEACH CLUB WAS PROVIDED
BY THE OWNER.
(2) PARKING LOT MODIFICATION IS BASED OFF OF THE PLAN
SET TURNED INTO NCDENR-DWQ BY ANDREW & KUSKE
CONSULTING ENGINEERS, INC. DATED 10/15/04.
(3) THOSE PLANS WERE APPROVED BY NCDENR-DWQ ON
AUGUST 5, 2005 AS A MODIFICATION TO EXISTING
STORMWATER PERMIT SW8 941203.
(4) THIS SUBMITTAL IS A PLAN SHEET UPDATE TO THE SW8
941203 MODIFICATION.
(5) TOTAL IMPERVIOUS OF THE UPDATE IS LESS THAN
APPROVED ALLOCATION OF THE SW8 941203 MODIFICATION.
LEGENDO
EXIST. EDGE OF PAVEMENT
t..
,v ,.
NORTH
- NC GRID NAD 83 �, 1
O I
I
�, / -
// \ v 1`
h
/1
FG 8.32. �\; - - - ._ -. - - 7- - - - - - - _ \ .,
vv t t._ •••• A� ��/\ / - -. - - - .- - _ _ � _��� LINE OF
r. ` x
• I
• 1'
, '.. j„ - .- i :• �' 'r'•. '' A ; {'• i •. • .h Y: • Vi - �� �� _. _. -. - - 4- 6 � --� �� �- � �, A t � I� VEGETATION
F
�• '� •� •: i FG:8.18%A.� / v, ` ��-3 _ �� i
_ _
•. •� -
•� .... •r� /v < ,/ �� 1 I 1,
EG 8.20 V
APPROXIMATE EXISTING STORMWATER
ND CONTOURS i I I I Iv\ ;
W
LIJ
2TY
\�W
./ 3\4 a �i z
A
Uj
i
/ /k ✓ /'� v a \
g \
v, ` lv y v V�� I �' a f.
I I
\ 1-
, v �\
In
XXX
Yn../,-A
\\'� ' \�\T \i'��\�%'••.••� \''. /�/y i\y \��`�.\i�/\�� may`.• \,"• /\//i\,./y�i,F•\/ ,�\-�,. I 1
-1B'STORMDRAIN EXISTING /"..� . ,' ' ,.,\, / ,\\' '\ 4r' ••• •i �'\ \ ` \/ �../\ \\/y < /•'-'-` „�
1
ELECTRIC BOX!'y/\
YyY
., ,. 1. ,� r.
v.
,
/
\, x \7: EXISTING /
X ?. \.
\ { \ '� ;�
\ POOL
y <v, .
EXISTING WOOD 111 _ -
SIGN AND )� , v' • • _ __
II
I \
EXISTING .• '� .., � �'\ • � � y\ / \:' V� _
• t
:LEPHONE POLE
TELEPHONE POLE EXISTING /\./�T' i i / EG T:24' '1� •• /' �.. `/�j y� , \ , \� �l jl _ _
FG: 8.45 I EG: 8.05 \ \\� / \. `>:'\/ LAMP POST �i \,' \ k / y • . • • / ! �.� �� v//�/ `ti �< ` \t �yy L..
Y a
L • . t .. A `-%� v / EG: 7.68 • .� • 1. A \v _ 7 •,
iEl
vc
E01t Z/
I
,
A.
Oil.
A.
/
t.X>< jAMm
... v - - IIIiIII��j
' • • •'• •� � � ., i y/ �, v, � � � INV.: 3.O FMSL �
° • ..- ;v ' �, v'` FG:7.97 1 1 APPROX. EXISTING STORMWATER f ��
,.
4.
• EXISTING \\\\\\ \ �� POND CONTOURS/ ojr _ ELJI
•`8 ELECTRIC
.. __ _ 8 _ j� PROPOSED 1750E
FG: 5.60 -7 EG: 8.20 �:' SEDIMENT FENCE V ._- 2
_------_ tSOP OF- f21ZC1i_-u -_-_ E - -_ _ - _ _ /
"�.•,�i_' EXISTING PUMP ���` ,.
/ _ 6 //
JJ
STATION , -/ -...- 6
S9 _ ---- !-
j 68 0PO4ED PP PROP
OSED 4'x4'
- \ Q0.25% STORMWATER RISER
--' - -' � � SEE DETAIL
70P OF DI H - - -
_
INV.: 2.83 FMSL EXISTING STORMDRAIN i
/ r '
PROPOSED 750E - - ---_ �- PIPE TO BE REMOVED
SEDIMENT FENCE - EXISTING
4' CONCRETE SQUARE
TEMP. STORAGE ELEV.: 6.60 FMSL RISER WITH GRATE
ELEV: 6.60 FMSL
PERM. POOL ELEV.: 5.50 FMSL
PRINCIPAL SPILLWAY
OUT: •• FMSL
NON-SHRINKINGANTI-FLOAT TION COLLAR
• ON
BLEEEDDOWN AND PRINCIPALSPILLWAY •
• -
ORIFICEWITH •
TEMP. STORAGE ELEV.: 6.60 FMSL
PERM. POOL ELEV.: 5.50 FMSL
12•MIN
1.75" REVERSE
SLOPED )RIFICE
WITH SCPEEN
ELEV. 5.50 FMSL
TYPICAL PARKING LOT
PAVEMENT CROSS-SECTION
NOT TO SCALE
SUBGRADE
( IN FEET )
1 inch = 20 ft.
"NOTE: IF WIRE FENCING IS OMITTED AND
��, ONLY SYNTHE77C FILTER FABRIC IS USED
THE WOODEN OR STEEL POSTS MUST BE
H1R MpkIM�M A MAXIMUM DISTANCE OF 6
� FeN�ING
1
ISOMETRIC VIEW
SILT FENCE D IL
NOT TO SCALE
eN
R
s��enc Fll�el posy
w
CJ
W
U_
O
z
P
W
U
z
IWi
a
RECEIVED
AUG 0 4 2006
DWQ b
GENERAL NOTES: vROJ# %-q¢1 w3Md
N
(1) SITE LAYOUT FOR ST. JAMES BEACH CLUB WAS PROVIDED
BY THE OWNER.
(2) PARKING LOT MODIFICATION IS BASED OFF OF THE PLAN
SET TURNED INTO NCDENR-DWQ BY ANDREW & KUSKE
CONSULTING ENGINEERS, INC. DATED 10/15/04.
(3) THOSE PLANS WERE APPROVED BY NCDENR-DWQ ON
AUGUST 5, 2005 AS A MODIFICATION TO EXISTING
STORMWATER PERMIT SW8 941203.
(4) THIS SUBMITTAL IS A PLAN SHEET UPDATE TO THE SW8
941203 MODIFICATION.
(5) TOTAL IMPERVIOUS OF THE UPDATE IS LESS THAN
APPROVED ALLOCATION OF THE SW8 941203 MODIFICATION.
LEGENDO
EXISTING PAVEMENT
v,y,, r
EXISTING PAVEMENT
TO BE REMOVED
PROPOSED PAVEMENT
" !
- - - -
EXISTING CONTOUR
- - - 5 - - -
EXISTING POND CONTOUR
- -
EXISTING CENTERLINE
EXISTING FENCE
- -
EXISTING RIGHT OF WAY
- -- -
EXISTING EOP
- -
PROPOSED CENTERLINE
PROPOSED SILT FENCE
BUILT UPON CALCULATIONS
OVERALL AREA:
TOTAL PROJECT AREA = 6.24 AC.
PERMITTED IMPERVIOUS ALLOCATION
RESIDENTIAL BUILDINGS = 2.35 AC,
STREETS AND ROADWAY = 0.37 AC.
PARKING LOT = 0.58 AC.
TOTAL (SW8 941203)
= 3.30 AC.
PERMIT MODIFICATION:
RESIDENTIAL BUILDINGS (NONE)
= 2.35 AC.
STREETS AND ROADWAY (NONE)
= 0.37 AC.
PARKING LOT MODIFICATION
= 0.22 AC.
PARKING LOT REMOVAL
= 0.03 AC.
TOTAL (MODIFICATION) = 2.91 AC.
TOTAL PROJECT DENSITY:
2.91 AC. (100) = 46.63%
6.24 AC.
RE DESCRIPTION REV.BDATE Y
REVISIONS
.NI//NNN %3r'06
pQForES3/per
SEAL E
028858 k
6
I �
OWNER:
HARBOR DEVELOPMENT
CORPORATION
P.O. BOX 433
OAK ISLAND, NC 28465
(910) 278 - 9874
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture I Construction Management
P.O.Box 1172 Phone:[phone]
Wilmington, NC 28402 Fax: [phone]
DRAWN :
J.
CARMINE
PROJECT
NUMBER : 200-10
DESIGN : J. CARMINE
CHECK :
J.
PETROFF
SCALE : 1" = 20'
APPROVED :
J.
PETROFF
DATE 27-JULY-2006
FILE NAME :
St. James by the Sea
Subdivion and Beach Club
NCDENR STORMWATER PERMIT
SW8 941203 MODIFICATION
JOB NUMBER SHEET NUMBER
200-10 SW-1
a

Ste3ors"wwatt=..r Permit F01IIian
St_ James
LU 0 fw:; k Ir Z:
•low 3EI _
• • • Ex aw low • IN 4w ML 701
BrunswicK County, North Carolina
Coastal Land Desi,-yn9 PLLC
Civil Engineering / Landscape Architecture / Construction Management
P.O.Box 1172
Wilmington, NC 28402
OWNER:
Phone: [phone]
Fax: [phone]
HARBOUR DEVELOPMENT CORP.
P.O. BOX 433
OAK ISLAND, NC 28465
(910) 278 - 9874
LOCATM MAP
BRUNSINSCK COWN, NORW C'AROLI11A
NDT TO SCALE
SHEETINDEX
SW-1 NCDENR STORMWATER PERMIT
SW8 941203 MODIFICATION
C-1 ST. JAMES BY THE SEA
PROPOSED PARKING ADDITION
OAK ISLAND, NORTH CAROLINA
(APPROVED BY NCDENR-DWQ AND
SUPPLIED FOR REFERENCE ONLY)
C-2 ST. JAMES BY THE SEA
'ROPOSED PARKING ADDITION
DAK ISLAND, NORTH CAROLINA
!APPROVED BY NCDENR-DWQ AND
SUPPLIED FOR REFERENCE ONLY)
SHEE-I iNOTE :
SHEETS C-1 AND C-2 ARE SUPPLIED IN THIS PLAN SET FOR
REFEFENCE ONLY AS REQUESTED BY NORTH CAROLINA
DEPAFTMENT OF ENVIRONMENT AND NATURAL RESOURCES
(NCDENR)-DIVISION OF WATER QUALITY (DWQ}WILMINGTON
REGIONAL OFFICE (WIRO). SHEETS C-1 AND C-2 WERE
OBTAIVED FROM PUBLIC RECORDS AT THE
NCDENR-DWQ-WIRO. COASTAL LAND DESIGN, PLLC ACCEPTS
NO LIA3ILITY FOR THE DESIGN, CALCULATIONS, PERMITTING,
ANWOR FINAL CERTIFICATION OF THE INFORMATION SHOWN
ON SHEETS C-1 AND C-2.
RECEIVED
NOV 16 2006
DwQ PROJ # �� CT+1 ZC�3 Nf v1�
APPROVED
i CAROLINA ENVIRONMENTAL
INAGEMENT COMMISSION
'ISION OF WATER QUAUTy
2 ©--M,4/- 2W-�
CA
08858
REV NCDENR RFI: SW8 941203 JRC
ADDED PARKING LOT DIMENSIONS 14NOV-2006
PRELIMINARY DESIGN
NOT RELEASED
FOR CONSTRUCTION

72ND STREET
I
--------1QP-(IF_121Z-.,-- - - _
I - - — - - -
------
EXISTING CONDITIONS
GRAPHIC SCALE
0 O 10 20 40 a
( IN FEET )
1 inch = 20 ft.
Notes:
• 62 Parking Spaces (3 HC)
• Single Access
BUILT UPON CALCULATIONS
OVERALL AREA:
TOTAL PROJECT AREA = 5.93 AC.
PERMITTED IMPERVIOUS ALLOCATION
RESIDENTIAL BUILDINGS = 1.93 AC.
STREETS AND ROADWAY = 0.37 AC.
CLUBHOUSE AND PARKING = 0.75 AC.
TOTAL = 3.05 AC.
TOTAL PROJECT DENSITY:
5.
3.9305 AC. AC. (100) = 51.35%
O
� I I II I li
I i I
___----IQP-QF-RILCN--------II
IMPERVIOUS EXHIBIT
NOT TO SCALE
EXISTING PAVEMENT
DESIGN
26,292 SF
PROPOSED PAVEMENT
DESIGN
28,295 SF
72ND STREET
IIIIIIIIIIIIIIIII10-
PROPOSED MODIFICATIONS
GRAPHIC SCALE
0 10 20 40
( IN FEET
1 inch = 20 ft.
Notes:
/77
• 75 Parking Spaces (3 HC) APPROVED (-
• Dedicated Entrance (NORTH CAROUNA ENVIRONMENTAL.
MANAGEMENT COMMISSION
• Dedicated Exit )-5 zU�
GENERAL NOTES:' MAR 13 2014
(1) EXISTING SITE LAYOUT FOR ST. JAMES BEACH CLUB WAS 8Y.
PROVIDED BY THE OWNER.
(2) SITE ADDRESS: 123 SE 72ND ST. OAK ISLAND, INC 28465.
GENERAL UTILITY NOTES
1) THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON
RECORDS FROM THE UTILITY COMPANY AND, WHERE POSSIBLE MEASUREMENTS
TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING
EXACT OR COMPLETE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO VERIFY LOCATION OF ALL EXISTING UTILITIES. ANY CONFLICTS SHALL BE
BROUGHT TO THE OWNERS AND ENGINEERS ATTENTION IMMEDIATELY.
/' E004 C
AREA OF PROPOSED
MODIFICATION
— — BOUNDARY
PRELIMINARY DESIGN
NOT RELEASED
FOR CONSTRUCTION
IREV. I DESCRIPTION SATE T
REVISIONS
0`��N1Cq+Op,
0� FEssio �iy'•.,,
SEAL
028858 u
O� a
F'VGtNch,P
RFV F� ��.
B..
OWNER:
HARBOR DEVELOPMENT CORP.
8509 E. Oak Island Dr., Unit 1
Southport, NC 28465
Coastal Land Design,PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License No: P-0369
P.O.Box1172 Phone: [phone]
Wilmington, NC28402 v .cldeng.com Fax: [phone]
DRAWN :
J.
PETROFF
PROJECT
zoo-10
NUMBER :
DESIGN : J. PETROFF
CHECK :
J.
PETROFF
SCALE : 1' = 20'
APPROVED :
J.
PETROFF
DATE : 24—Nov-2013
FILE NAME :
St. James By the Sea
Oak Island, NC
Parking Lot Revision
JOB NUMBER SHEET NUMBER
200-10 SP-1

I
� o
SQ�p,�MP o� SR.
Lai
N"C271 - I I- 108.31'
VICINITY MAP NTS I
w
T
I
I
0
1`
co
I
LO
rn
[n
I----112.35'
M
N
00
I-109.23'
O 0
0 x m
Q? U `t
Z n I _
> to o0z
°0 z w
8„
- SS -- SS SS SS SS - SS x
7.38
mi
LEGEND
PROPERTY LINE
---------------- - RIGHT OF WAY
EXISTING WATER
so so so EXISTING STORMDRAIN
S. ss. ---- EXISTING SANITARY SEWER FORCEMAIN
ss -" -s' ss EXISTING SANITARY SEWER
PROPOSED SPOT ELEVATION
P
O P~h EXISTING SPOT ELEVATION
EXISTING CONTOUR
EXISTING ASPHkLT TO BE REMOVED
PROPOSED ASPHALT
----�'--- ----�- FLOW DIRECTION ARROW
SITE DATA
EXISTING PARKING SPACES: 30
PROPOSED PARKING SPACES: 45
m
w
z Y
O N
Y
/n
cn w zi
p O w
rn o
'5 z
ix W
O'
c"
N
z Q
0 z
F
O
�
O
m
ryO��
LL
11
W z �--
I
-- SSFM SSFM - SSFM SSFM -- - SSFM --- ---- SSFM ---I - - Oz j (� cam. O
w a 11' Qz
72ND STREET 50' ROW o c \ - T,- _ � � !�
( _ _ _ _ _ w
7.7� 0 x 7,G 7�30 w J.06-w x 6.78 x 6.88 - > II 0
\ N CC�SS j g '-7 �''- x 6 _ U. 6.77 6.52 6.11 r) w z
o ��/85 w W (� J
\ p \ \\ z
7.90 7.39 .92 p
x ti H .72. T767��\ J O r^
3 - 7.15 \ x 6.71 - i0\ I VJ
w- w w w w w w xow • 6.63
w x 6.90 x 6,28 < v
:' 9.3D - 7.39-7 - - - 7.1 - 5.59- �••�� 1 1'1 \ O 3.
5.8 7;) <
.. 1 '.•:;:;::::x LLI
8..... 0_ .� .25 7.16 .92 5.5 55.bs
•••••'••'.. •.••-•.•.•- x 7.82 -' dxJ 7.68 - I 11?.96 1 \�(/
::::.::::::.. .Q 1 p6.99
w 7.52 j 7 59x I '
U. .....: J /
... O 7 32 N/ 1 1 6• , II -
O 8.0
:'::..... •1 EXISTING
o: ..:.'.' kPOND #1
''' I
,
W
0 II
Ld
p z
\ w LLJ
I w
:1�:.
.../. �y. :..... ': $.8$':•:1: •:1F 3:• 6.04 % W _. 6+ 7.62 \ W a 1 W N 1~W-•
6 ti .•,.. .
/ .. T ' I 0 \ 00 U Z w W
U5:5I2.21 w Z
W'' '.' 1' .0I'. •;�.� ' •'4': ..l- NF- - sl -V0 ' uo
i_ O �W z W
6.98
xd7.63 686 5.78 z� x
l// 8.08 g N :. I j
a x 7.wn.'::''''a11z No
.......':
.7.994-113 O U M- - VIZ
MM s
i
v v o
a- .'.':�............:...; 7.93 SO d I \ \ \ x E_ 5.7 .{'t8 c
„..a 3: w w 1 \ \ \ / 6 ( I 7.33 ( W Z o o o
w O 01 CD U :.'.'.':.: .. ;: Co:..:.: _ d 7 8 l 7.2 x .3 x 10.�5 \ \\ II I I I / x 6.36 I o m
....' ..'..'. lX
z f v :. : 'a EXIST! r NLET� TO MAIN. p V) t O 3
o W :irk I } I/
.:....:....:.':':::'. w:•: GRAD ,/
7 l�AINaT¢ THE a w 56 a _j x 1 x t .o�� o r x
.•.•...:.
[if
o a CL a N I N \ \\ 1 I 6.09
......-..... > \ ax
.:.'.'.'.'.'. 6 :: `�y.: N z 0 O O ` \ ° v. 5.97 6.61 I•..::::
- S 7.42 Z
SD --- SD SD 7.98 x .37 x 1\ �7�`
06 c/
ST. JAMES DPIVE (20' ROW) CO 'D x5.bo w
3,82 i
/:°.
7
d ---- - - a a' > x a.h7 / .. 0 _ W - _ 7ss .a2) ( w
7.55
Li
of
I w w I x 8.96 x 6.66 I : ; :,,• .8 0 1- 7. 7.61 ` ` x 12 59 U -
I �> / 8.40 �w N ww / I 0 i ti/ _ �/ / W Z
> O Z r` ° /U I _6.00 w
O z (�:tl• ....:'-:4::t;::::: �- - U �.96 a w 7.15 N � . / / / ' U p p •.•u,•: .•.•. we 0 J Q p 7.46 n ' / 0
x W W. N.-. z It N V1 W 0-' w O_ I I
I w w I :�; w:�:N: x w Z O a 7.70 .56. _ ° 10.9 x .47' Z
I :•:0:...; ;�:..•. O I 6.99.7.32
8.93 w x x::.:F":-:•:..fi.�;:::::: ::: / -�-,-- -_ x4
x7.22 12 ,38.60cl
:��
Zb x 8 7 p Q9.5
$3v
O 2: W
N I / ' V _ U \ `x ` „ 9.77 - 9 '/ I
x7.07 836/ 6.93 -a.3 I U
Y I :.:�:•::�::.•:.::.��::.:. :: .... � �._ 2 /> - x _92----- 5.75 �- w x 6..
W �e1 I I
N w o
a5.5 w W�77 W...z
Il III
I(IIIIIIII IIII
IIIIII II
I
.�:::::::::::::•.:.:�;.•.•.;.; 1 0
w fl.79 �� $: :�:>::nt 8'�:�: - n �� I Ip'- 1/ �
a.e7 �s.5a a..:.�. - Q o p a (IIII
:`x'�c;:�.::::::_rn•' I I a o EXISTING I �IDjI o, I of /
:.} . x 6.5 I�I li /
> 00 _ 0 t7184 POND #2 I I i f
7.44 8,08 W _ x7.25 x 6J7 d / �. x 6.23
I \ 1 III 53 03173
.............. tj�
x--7----1-----1 QF x7.2s x 7. ' r4�3 ' / ots. JPN
/ ---- 9 9.20 �__ x 9 x zoF- / s \ 5.5 - i�I I I j / / / /'CQQ�I I / cm. JPN
\ \ _- _ - 5.3® 8.25 x7.33 SD x'8,95 oRWN: DLL
c s o >j -s I I /
/ 9 - - 'x 6.80 - %7 'hL ? �a a.49
I9 x \ 8.98 - - x 900 i - YI ' I DATE 03/2L04 /
w
3- -' - - •- - - .4 0 8, x �. / - - - - - - - - - - - ' J 0 I } I
TOP OF DI - I'
SS 7.96SS G= x ss SS SS x SS x7.70 S ��_� �- _ _-` - .77 / /
$ x 7. 6.25 a0 /9.29 .5 - CA
x 7,51 7.86 x 7.69 x I'', I I I / @�
X i= X N� yy w / oo i w EXIST. SSMN��� \ JJI I' I
_ EXIST. OF PAVEMENT �; p / c�� a w _ \ Cl _ x 7.1 L
------ �`,�� cNno U) 0 °.I U z ----o w -_ I1ilii661
x 6.41 7.17 7.28 7.08
71 ST STREET (508.�30W;R a o N n� = z C - rs> s - - - o - - a - - - - - - o Z - - - - - x s2o«--- - U
x &IB I---�-°0 - - �_ v' w 7.73
N � -:
tl w Z U F- C/
U Z y
.
z °> N �z n N j NIL -LIP
ao - 00 z x w x
Ld
- w - w --- w w - w w w vie w pw w ��� N SCALE: �i �� = 20� OCT 1 8 2004 II
N I � Cl
THERE ARE NO WETLANDS ON THIS SITE II
0 20 40 so
t9

ss
SSFM
108.31 1
112.35' 1
-T7
O
9--
z <
0 z
0
QU
Z
rr
z
SSFM -- SSFM SSFM SSFM SSFM SSFM 0 cc 0
0 J < z
W
72ND STREET (501 ROW) Lij D
/\tk 0
N r Q > C
x TR 7C�0 LAJ x 7, 6.78 6.88 6.11
x 6. 6.52 a
0 Ld 0 6.77 UJ z
:5 t> �6 85
3. 0 cn <
0 z
x 7.90 7.39 .92 0 =j j
x /11
;E \ 3: .72 z <�7 7767�% LLJ
7.15 x 6.71 )<7,10� -j 1 0
1 3: - 663 1 r%
w w w W W w w w x 6.90 -6.28 VJ
x U
5 9 9
..y ..... ly
M
< LLI
T I .F .47 a.
i: 8;4 .... ... 0. .25 .92
0
.............. .... 0 9 7.82 1 .96
7. 639 ........
O
c6
i
W o a- Lc)
QL D
a-li "Ono
w
8"
ss
ss
- ss
-
ss
ss
109.23'
0
T 00
cn >
a-
>
Q-
> (n ooz
00 Z X
ss ss - ss 7.38
z
0
U) L
Lj
z
CIS
z
I
0
0
1
o
LLJ 7 59-:2
..... . ..... ........ . . . . . . . . -7.52 Ld
C) ..........
.. ............ .:2 6
.. .. . . < 732
0-
827
.32 EXISTING
. ..... 8.0
0
0 POND #1
... ..... .............. Ld C) •7
C�
8,15 z
6! .21 LLI
7 - :I-
LLS
.7% 5' 7.33
7.62
8 .... LLJ (n
Ld
. ........ LLS
6.04 LLJ
w a- CL 0 z ce
6 1 �'- -*--'-'-'-'-'1 7 w
.. ... ..... . . . . . ... IL 0- o/
W
z
LLJ
L� z
7.51 1 0 Lq
a_ io
.. ......... ............ 7 0
Ul 5; 2.21
....... 0.10 (j F-
, * , , - I - � I' d 6.98
7
z
........ . Z,� 5.78
....... 6.88 LN I ...... . .... I I I I
........... CL 0
U)
n
>
0
LLJ
T7
LLJ �0:
7R 0
9- wz"
5.7
Zoo 0
...... . . . . . . . w
Ld lo 7��
:::1-7.93 --J7,99 CL 7
LU 11
6�1 j I I I
< ...... �/5 :Ezw
F- 6.36
D-
3 '7
...... . .... x .06
U,/l
Lri F- y -C-4 F- CA0zx 0
....... ......
F- Lq uj
V) "t
0 L a_
w....... ......
x 0)
0
Ld x I op�JJ
x 6.09
.56
0.
00 > < x
Z (L
...... w 00- C14
o:: 0
7' 6.61 2 x W
Z. 5.97
C)
42
.39\ 37 SD SD SD 98
ST. JAMES DRIVE (20 SD 49 x
ROW) 5.60 W
LLJ
7.55 w
EL o)jZ ro
7.7 0
866 .8
8.96
C\4 LL, (D
> cn U) Ln '00 LLj
Nt, 0-- 779 7.45 a- F-
�j
do
�LLJ 7.46 N
CL
0 -1 0 0 l < 0
z U) b Of w 10-9 .4
C14 a 7.70 .56
Ld Ld . . . . . .
L41-
EA 6-99-7.32
w............ F--
8.93 X12 3 4tj
LU It -7.22 1 L
8.60
z. . . . . . . . ...
. . . . . . . ... . . . .
- - - :
.............. ... x 8 7 x9.Z_ x 0 0
.............
r-
�
. 5 v
0)
-----9.94
6.93
x 9.77
-gus
Z*
E LLI
f
F-- '7.07
6*117 x cn -G49 5.75
7.A4 > w
. . . . . . . . > CL - - - - - - . .:. . C�n� L�
. . . . . . . . ... z U) x 6.
0 28/
5.5
< EL
7,97
z <
0
Lu
T . . . . . .... . . . . 10- 12 , I ui
10 U-
w LLJ
0
C)
bi 8.79 All
0 0
/ �' I 0_ / I (I
8,87 EXISTING
POND #2
w (if x 6. 5
. . . . . . . . 0 M4
1 6.77
P ul m 0 m 3:
x7..5 x 7.44 8.08 6.23
A
1 0?173
.... .... ..
L
QIF .......... x 7.28 1 4�3/ PN
7/1
PN
X 7
9
7.0 DLL
:5�O SD 81
-5 '5.95
9 8.49
1.6.80 7 1 \ I - - - / . 1 03/2(/04
8.98
18. 1 9.00
- 4C x - - - - - -- - -
7.981/- 8.0 x X7,70
ss x 8" 8.25 x 7.51 29
;ls�)� ss ss ss ss 'n 7.86 7.6�- x <7 7� 1
x OC Lr: ,� uj U) 1� EXIST. SSMH
FI)
w LLJ 7.11
EXIST. Or PAVEMENT i U � CL LLI
> SIAL
, U) z
n V� 0 - - - - - - - - - - Cr- t) 6.41 7.17 7.28 7.oe
71 ST STREET (50-880W) > C) Lo (n c6 z 0- 0 z T7
AIR -t 1 --4- -UiL-
.44--c" > ui
a_ . . z U-
> z u 0 L
3
rn > Z V) L W
00
on lw x
LLI A-
cn
2
x C)
w w w w w w W W w.--- PIP

I 1 I
I
I
I
I
I
I
I
"ExT("A' D.A,
Br,vNDAi Y
;o cvwrT'>S
p,VcFr 7leJT'
STF IR) rill � I,` T
DEC 0 5 1994
D.EM
egol # 5w8 941Zo
2 —l9" GMP
Tuttl FVA
0•4c8
�a<c I„c(eJ �oG r[(�Jti lk�r
i
I
I I
I
I
1
1
ST ,, ii, , Sea i (;r $e. , 4 6 1, ,
ESr�rYATED
A. S ovn DA A- Y
T� sw DNA
T.A2A J.A. go"' a Y
Tu C�w[Fr CFO Ifr,vC"
Bvice S8.

m
D,A,
7BavHDAF Y
Td :OWV? rY
OA(, LeR 7/4`1r
_2 -ts, GHP
A�=rL AND 7j ,p� J
I
I I
I
I
I
I
->1
it
ESrirr.� �e o
D. �. godVv DArE Y
`j I I To SW j�N�
;1 I
lltt�� o
l e I I f
la IW
I
T<t.I $UA -(.
c/.4 = o.4ca ti<.
CeKL ���e� bo4.d„Alk,,
�n ll\L oceAr I"V;I;O-)
I I IHI
I I I
SJ '67 f1' 4 -�en l ST B" < t' C ! L