SW8920725_Approved Plans_20100302

STORMWATER MINOR MODIFICATION PLAN
FOR
OXON=%— 19 T FNM==Wft— A
IN'S
u u B LE S u'', V I L
SUNSET BEACH, NORTH CAROLINA
FEBRUARY 2010
SHEET SCHEDULE
u 14
28
COVER SHEET
--------------
.3c, 3!5 34 CI —SITE MAP
C2—STORMWATtR PLAN
44"
51 C3—STORMWATER DETAILS
53 DA—MAP—DRAINAGE AREA MAP
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5 41
54
38 29
55
39
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APPROVED 6,:�7
1163
�5' NORTH CAROLINA ENVIRONMENTAL
5, MANAGEMENT COMMISSION
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DIVISION OF WATER QUALITY
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U EAST COAST EN(IJINEERIN"rG
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T E NIBLOCK DEVELOPMENT COMPANY N
& SURVrENTI"G, TFU
300 McGILL AVE, NW 712 Village Road, Suite 105 - P.O. Box 2469
Shallotte, North Carolina 28459
CONCORD, NC 28027 910.754.8029 Fax [phone]
Firm License # C-3014
[phone]
SEA
35054
7:� 2-1 1'�
G I N S'�
SUNSET BEACH
This draw4ng shall not be revroduced in
whole or in vart without written permission COBBLESTONE VILLAGE
of East Coast Engineering & Surveying, P.C, ECEC PROJECT NO. 0653

Sea TrailSawmill Home Owners
.. Corporation J
P Sawmill Home Owners I
242JA00803
Association, Inc. Sawmill Home Owners Sawmill Home Owners Sawmill Home Owners Sawmill Home Owners
Association, Inc. Association, Inc.
DB GG2, PG.`528 242JA00504 Sawmill Home Owners
i
242JA00807 Association, Inc. Association, Inc. Association, Inc.
""--- DB 1354, PG. 1349 242JA008 10 Association, Inc.
DB 13GG> PG. 279 242JA00813 242JA0081 G 242JA00819 Sawmill Home Owners
D13 1385, PG. G77 DB 1435, PG. I OG2 DB 1447, PG. 1273 DB 1505, PG. 103G 242JA00822
Association, Inc. Sawmill Home Owners 1
DB 1515, PG. 995 242JA00751 Association, Inc.
Sawmill Home Owners
104.88' Association, Inc.
107.03, DB 1534> PG. 578 242JA00755
51.88' 62.90, ' DI3 1578, PG. 1339 242JA0075G
Sawmill Home Owners 54.90' 55.25' DB 1578, PG. 1341
54.92' 52.78'
Association, Inc. u, 64. 54.00.
54.00'
2421AOO113 0' S7.
aor. o w w W w 35 58.55, \
DB 1202, PG. 437 .P ow mow• �s iA to w w 59.00' S5.98'
s�. • + o w � m -ccvo -aoo _ _ 1541
50.8T \
co
d+ V 1t6V}�� J p .r :r co V 0o O
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9 o ., c .� c •� 0 24 i, °°�° z: W Anthony Donna Perillo
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��.----�\ G 5 C36 43 42' 30.7 Ci7 f c 2 8 \ 2420GOG9
ft� 10 DRAINAG TILITYGo
88°01'48" E 74.12. C18 C19
N 8r05'55" E i �{ ♦\ C - -`3y EASEMEN (TYP.) c
ItSawmill Home Owners , Q` \. 14$ __ )•
132.35 42" _ C23 C24
_ e -%6v 40.64 48.79 42i10"
BELL C26
Association, Inc. i � GQ �^-------------------- W '"_ g8.08> 8 „
o \\ ---- " 00D C/ C20 C21 N 78.57'50 E 55.2 N 88'01 50 , E 90.89' t+
C47 88.01 W CLE ".--------------------------------
2421AOO114 S '� 74.12' - R C22 __
to a` �/ -- ___ 55.87' C46 ---�,� `''-"----------------__,� , » James 4 Sandra Mcaleer
18.25' -,
DB 1074, PG. 777 » E ro i CA� -----_ C45N 83.5g 42" 39.42 E
-_-'"-'_-� �� DB 1812, PG. 1323
---- ----- �a
/�R ----- C32 C31 C30 S 8&01'50 W 80.$9' ` e\
p . � 4 4 WETLAND ga.08. -�♦ »
149.24 Q d� 4V --. ♦ j g 7a•5T50 "
� ( LL PERMIT --_ �_ � , cis '�. � 2420GOG8
�bz_ , _ ♦♦
C� f ! f °' may, B OTHERS) j ( 55_28' -_36. \♦
to
5 85.4g15 o w �t ► ► �-~1Q q� t HENS l�P, I` \ ♦\ _ \\
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co \ 36 m 35 CQ 34 33
Sawmill Home Owners t t cS� �. ,� • Ip \
1 ' w arm 'v.' \r7 yZ ,nag in :e �n m \ t tra CO
Association, Inc. 14, w 5 A \ \ \ z z o y
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to
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to 11,M O 3> I 1 I o -
DB 1050, PG. 287 v- 24.29. 0.0 • �' \ \ N 84°OO 24 E 120.87 (Total) N 64•0O'24' E N
g`;' g . 0 \ \ N 8&45 >
g� v, �,`� � \ ♦ � E 80.00 80.87 O 1 +7.31 ltdfi.iS I i
89• �� 6 d?+ \\ ♦ 89.31 105.00, 15.87'ce
66'46 1
`i / ,fig y ♦ c; I ► °:
♦ ♦ N 84 00 24 E m 1 1 CA
m
\ ' \' ✓ \ v� SS O.ff�` 1 J% 4. Aso \ 145.001a� 11
W
04 WETLAND 3 rn
w r
` cap n�` 1 \ \ ♦ ♦ o t ( p 0
K, \ d'e a' �. . 5 O 1 ♦ ♦ t t or
Corporation 0Z `0° \ \ 5 �� c' r , ♦ ti " N 84.00'24" E 0
CA
Sea Trail Cop \. \ cr • ♦ �. ♦ i ,81 0610 J 1
DB GG2 PG. 828 \\\�4 \\ o��i• S�� \` w 145.00' i t�
e. ✓. \\�� s 113 �1 ♦� , ,OLo
3
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\\ \� 1 w O'31'32" WN i- t N o
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68 '' w �' 32.79
4'
I 1 6w. `fl• > t� 1 \ o ,\0 �F,�' > 1* Q `� .y
� � ,� 3 V 4 4 WETLAND 2 � w m
_ \\ ���' w ILL PERMIT
40 04" R� .'� �\ ��. s� a �'w OTHERS) to 1
39
.y v. � `y
" ♦�`` ��� �,, \\ \\\ s .r' .' � 33.p�.12 L 1 185.291_ 10 \`'
Nk 5 1a�2 �.\ `� v. w � �' �. ,� �, v' v. �, William \ \ 5 7 .v. v, v. v, , , W 4 Juanna Nastasi
,3 A jt1� Lake �' �. ,,
. ^� �, v. • `� D8 1894, PG. 25G
M� a wa �♦ ��` L54
C50
• } "" �a wO,g \ ��\ �``` S 88'18'83" E L
(/ J -A �� __ _ 19Q21 5C
-
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LE
68.86' �'18'33" `- ORC
35.47 1
130.11' 3
155.09' _ "--�_,1 7g.SI jg" 1 1
Sea Tray! Corporation 136.48' _ _1` �
- --�� /
----
DB GG2, PG, 828 ---- -
24200009 -----------___
60.25'
--------------------------------
CURVE
CHORD BEARING
CHORD LENGTH
ARC LENGTH
RADIUS
C1
S 81.47'52" E
28.28'
3L41'
20.00'
C1A
S 30.59'41" W
50.39'
S3.48'
45.00'
C2
S 81M 48" W
38.64'
37.74'
45.0T
C3
N 47'38'33" W
29.75'
30.32'
45.00'
C4
N 08.31'40" W
33.39'
34.21' -
45.00'
C5 1
N 62'21'00" E
65.93'
73.99'
45.00'
C5A
S 08'12'01" W
28.28'
31.42'
20.00'
C6
REMOVED,
REMOVED
REMOVED
REMOVED
C7
N 28'31'32"-W
50.51'
50.68'_
175.48'
C8
N 08.02'02" W
74.27'
74.84'
175.48'
C9
N 14°16'08" E
61.46'
61.78'
175.48'
CIO
S 01.06'53" W
15.78'
16.22'
20.00'
C1OA
S 34.10'28" E
8.35,
8.41'
20.00'
Cii
N 18'12'10" W
42.28'
44.02'
45.00'
C12
N 22'28'30" E
19.72'
19.88'
46.00'
C13
N 48.31'49" E
20.86'
21.05'
45.00'
C14
N 83.47'04" E
33.50'
34.3T
45.00'--
C14A
S 60'17'32" E
21.88'
22.10'
45.00'
C14B
N 81"30'49" W
23.11'
24.64'
20.00'
C14C
N 84°49'34"E
9.98'
9.98'-
175.48'
C15 -
N 75°21'57" E
54.36'
54.58'
175.48'
Cie
N 86.09'11' E -
11.49'
11.50'
175.48'
C17
N 89'04'19" E
24.55'
24.55'
675.00'
Cie
S 87032'58" E
55.04'
55.05'
675.00,
C19
S 84.33'44'- E
15.33'
15.3T
675.00'
C20
"
S 85 39 52 E
24.17
24.1 7
,__
395.07
C21
N 88'39'51" E
54.00'
54.04'
395.07'
C22
N 8P51'15" E
1 39.86'
1 39.87'
395.0T
CURVE
CHORD BEARING
CHORD LENGTH
ARC LENGTH
RADIUS
C23
N 79.4526" E
14.31'
14.31' -
516.04'
C24
N 83.44757" E
57.56'
57.59'
516.04'
C25
N 87.29'19" E
9.77'
9.77
516.04
C26
S 88.44'09" E
16.92'
16.93'
150.00'
C27
S 74.15'02" E
58.54'
58.92'
150.00'
C28
S 62'21'58" E
55.35'
55.67'
150.00'
C29
S 23.51'52" E
92.05'
93.56'
150.00'
C30
S 87.38'23" W
6.36'
6.36'
466.04'
C31
S 8333'28" W
60.00'
SO."
466.04'
C32
S 79'24'53" W
7.35'
7.35'
466.0,E
C33
S 80'47'26" W
28.39'
28.40'
445.07'
C34
N 35°44'10" E
29.20'
32.73'
20.00'
C36
S 70.05'41" E
78.87'
96.13'
46.00'
C36
S 25°17'19" W
50.57'
63.70'
45.00'
C37
S 80'55'21 W
32.91'
33.69'
45.00
C3e
N 82'39 02" W
23 28'
23 53'
45.00'
C39
N 43*48*27" W
28 89'
28 91'
214.37'
C40
N 32'57'41" W
52.12'
52.25'
214.37'
C41
N 18.38*45" W
54.73'
54.88'
214.37'
C42
N OM5'25" W
14.13'
14.13'
214.37'
C43
S 46.61'35" E
26.36'
27.45'
20.00'
C44
N 86*02*53" W
17.65'
17.66'
445.07'
C45
S 84.40'10" E
16.53'
16.53'
625.00'
C46
S 88'41'55 E
71.33'
71.37'
625.00
C47
N 78'03'19" E
62.07'
62.45'
G48
N 62'07'09" E
52.02'
52.39'
125.48'
C49
N 53.18'27" W
1 54.22
54.90' -
95.36'
C50
I N 79'04'02" W
1 30.63'
30.76'
95.36'
LINE
BEARING
DISTANCE
Ll
S 53"12'01" W
14.55'
L2
N 53°12'01" E
14.54'
Ll
N 46°13'28" W
7.89'
L4
S 46°13'28" E
7.89'
i
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Sea Trail Plantation
` ` Sea Trail Corporation
Maintenance Facility
DB G97; PG. 184
i Sea Trail Plantation 2420000902
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DS 913, PG. 15
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2420000908
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Date: 2 19-10
Scale. -I" = 60'
Drawn By: JTP
Checked_` By ACL JCIZ
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAT_.
Ci
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0
B
SEAL r
2010
g a :
3505
,GIN
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PROPERTY
BOUNDARY
LEGEND:2 LOT NUMBERS CIRCLED
ARE OWNED BY THE
DEVELOPER
W W WETLANDS
PROPERTY
BOUNDARY
J/
PROPERTY
BOUNDARY f '
(FORMERLY "D1")
Revisions
u /
f
1 / \
28 \,
J /
---� ~ SWALE 15
FORMERLY „G„) /
1 \
y �
ti R�
I 1
1 / • 1 t \\i
31
!' 0 I
LL-
30 1 1
1 rn 1 !
SWALE 14
3MERLY „F,r
PROPERTY
AND 21� ti /� �50UNDARY
MIT `-.,Nil
1 1 ►
RS)
�,� SWALE 15 \
N, + (FORMERLY "G")
INV.OU'`=,10.4 \
y' 4A1V. INQ,11.
_20
rA E f3
---------------
- !
---------------------
f _ /
LIFT STATIO �1
SWALE 16
(FORMERLY "H")
Cobblestone VillageSTOR'MWATER'
LAN
Brunswick County, North_ Carolina
SCALE: l" = 60'
0 30 60 120 180
STORMWATER NARRATIVE
Cobblestone Village Subdivision is located in Brunswick County in the Sunset Beach area. The
project area is located off NC 179 in the Sea- Trail development. - The developer proposes to
construct roads, and install water utilities to serve 56 residential lots. The total project area is 18.442
acres. The initial plan proposed 57 residential lots. There are now 56 residential lots. Lot number 6
has been combined with lots 7 and 8 to form lots 7 and 8.
Lot 6 was allocated 2909 SF of impervious area. The road area has been reduced by 869 SF due to a
smaller area in McAuley Court serving lots 10 thru 14. The impervious allocation for lot 13 has
been reduced to 2554 SF from 2909 SF. A total of 3924 SF has been redistributed among the
remaining lots as shown on the impervious area allocation table. None of the redistributed
impervious allocation creates a pocket of high density and the overall density of the project has been
maintained at the originally permitted amount of 237,491 SF which represents 29.563% of the total
BASE INFORMATION NOTE:
project area.
BASE INFORMATION TAKEN FROM A FINAL PLAT TITLED, "SUBDIVISION MAP OF COBBLESTONE VILLAGE AT
SUNSET BEACH", DATED 11-30-05 AND RECORDED IN THE BRUNSWICK COUNTY REGISTRY IN MAP CABINET
Stormwater will sheet flow from all impervious areas as originally designed. The developer has
34, PAGE 148 AND 149, BY NORRIS & WARD SURVEYORS, CALABASH, NC AND OWNER PROVIDED INFORMATION
installed asphalt roads throughout the subdivision, with flat concrete curbing, that will allow the
TO COMBINE LOTS 6, 7 & 8 INTO NEW LOTS 7 & 8 AS SHOWN. LOT 6 HAS BEEN ELEMINATED FROM THAT
stormwater to sheet flow to roadside swales and then to an existingon-site 0.8 AC. The
SHOWN OMN THE FINAL PLAT ON MAP CABINET 34, PAGES 148 & 149. TOPOGRAPHIC AND WETLAND
proposed
P P
INFORMATION PROVIDED BY NORRIS & WARD SURVEYORS.
impervious area allocation per lot is listed in impervious area allocation table.
wing shall not be reproduced in
in art without written permission
CoasipEngineering & Surveying, PC
PROPERTY OWNERS TABLE
LOT NUMBER
PROPERTY OWNER
1
GARY D. & SHERRY S.
MELVIN
2
NIBLOCK DEVELOPMENT
CORPORATION
3 -
NIBLOCK DEVELOPMENT
CORPORATION
4
NIBLOCK DEVELOPMENT
CORPORATION
5
WILLIAM 1. & ERICA L. BEAM
6
LOT 6 COMBINED TO WITH
LOTS 7 & 8
7
NIBLOCK DEVELOPMENT
CORPORATION
8
NIBLOCK DEVELOPMENT
CORPORATION
9
JOSEPH A. & MARGARET
SORIANO
10
NIBLOCK DEVELOPMENT
CORPORATION
11
NIBLOCK DEVELOPMENT
CORPORATION
12
NIBLOCK DEVELOPMENT
CORPORATION
13
NIBLOCK DEVELOPMENT
CORPORATION
14
CYNTHIA YARBOROUGH
15
NIBLOCK DEVELOPMENT
CORPORATION
16
JOSEPH & MARY J.
VIOLA
17
NIBLOCK DEVELOPMENT
CORPORATION
18
NIBLOCK DEVELOPMENT
CORPORATION
19
NIBLOCK DEVELOPMENT
CORPORATION
20
DAVID S. & MONICA L.
SEAMAN
21
NIBLOCK DEVELOPMENT
CORPORATION
22
NIBLOCK DEVELOPMENT
CORPORATION
23
NIBLOCK DEVELOPMENT
CORPORATION
24
NIBLOCK DEVELOPMENT
CORPORATION
25
NIBLOCK DEVELOPMENT
CORPORATION
26
NIBLOCK DEVELOPMENT
CORPORATION
27
NIBLOCK DEVELOPMENT
CORPORATION
28
GARY T. & KELLI G.
EMBLER
29
PHILLIP J. & DEBRA M.
FLEISCHMANN
30
PATRICIA V. PHELPS
31
SHIRLEY T. COURTNEY
32
NIBLOCK DEVELOPMENT
CORPORATION
33
NIBLOCK DEVELOPMENT
CORPORATION
34
ROBERT E. KENNEDY
& MARTHA B. NEIL
35
RALPH E. & JEANETTE
PERRETTA
36
JOHN L. & MARY E.
NOLAN
37
NIBLOCK DEVELOPMENT
CORPORATION
38
NONAJ.TEAL
39
PATRICIA BROCK &
JAMES BROCK TRUSTEE
40
CAROLINAS ENTRUST, LLC
41
PINLIANG CHEN & WEI AN
42
DARLENE REYNOLDS &
REED ETVIR
43
JAMES J. & PATRICIA
FERGUSON
44
ANTHONY L. & JANET A.
TOMPKINS
45
NIBLOCK DEVELOPMENT
CORPORATION
46
NIBLOCK DEVELOPMENT
CORPORATION
47
NIBLOCK DEVELOPMENT
CORPORATION
48
RAYFORD T. & SALLY R.
BLEVINS
49
NIBLOCK DEVELOPMENT
CORPORATION
50
NIBLOCK DEVELOPMENT
CORPORATION
51
RAYFORD T. & SALLY R.
SLEVINS
52
ROBERT H. SASSER
TRUSTEE
53
ROBERT COPLEY &
SUSAN COPLEY TRUST
54
BETTE CASAGRANDA
55
ROBERT M. FARMER
56
EDWARD J. &
DEBORAH A. LIBUCKI
57
KENNETH J. & BEVERLEY J.
TRAUTMAN
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STORMWATER DATA
Date: 2-19—'10
Scale: 1" = 60'
IMPERVIOUS AREA—
ROADWAYS...................................................69,507 SF
(1.596 AC.)
Drawn By: JTP
LIFT STATION DRIVEWAY.................................850 SF
(0.020 AC.) -
Checked y:AC JCR
LIFT STATION CONCRETE PAD......................480 SF
-(0.011 AC.)
TOTAL .....................70,837 SF (1.626 _AC.)
IMPERVIOUS AREA-
RESIDENCES................................................................166,654
SF (3.826 AC.)
LOT 30 - 2,700 SF EACH
LOTS 13 AND 45 - 2,554 SF
LOTS 10, 15, 19, 21, 23, 25, 33, 47, AND 50 - 2,920
SF
LOTS 2, 3, 7, 8, 11, 12, 17, 18, 22, 24, 26, 27, 329 37, 46, AND 49 - 3,173 SF
LOT 4 — 3,025 SF
THIS PLAN IS NOT ISSUED FOR
LOTS 28 AND 57 - 3,024 SF EACH
-
CONSTRUCTIONECPATE SET
AFFIXED CORPORATE SEAL.
ALL REMAINING 25 LOTS - 2,909 SF EACH
(SEE IMPERVIOUS ALLOCATION TABLE FOR MAXIMUM
IMPERVIOUS
�1111t4f// �/ r
VALUES FOR EACH LOT)
CA
TOTAL IMPERVIOUS
AREA...............................................................................237,491 SF (5.452 AC.)
TOTAL PROJECT AREA
...................................................................................803
338 SF 18.442 AC.
— . SEAL r•
OF IMPERVIOUS
AREA TO PROJECT AREA....................................................29.563%
" 35 54 10-
FEB 2 5 2010
GINS•®�,�
/'�Rjsrl�r► ���\`
1t11111�
C2
ECEC- PROJECTNO. 0653 ,

ALL SWALES REQUIRE TEMPORARY LINING.
ESTABLISH VIGOROUS PERMANENT
VEGETATIVE GROWTH ON SLOPE, BANKS AND PULL SLOPES BACK TO
CHANNEL (SEE "EROSION CONTROL NOTES BLEND INTO EXISTING
AND SCHEDULE) TERRAIN, TYP.
VI/
&4q SEE DATA TABLE31 SEE SWAI
DATA TABLE
TYPICAL TRAPEZOIDAL GRASS SWALE,
NOT TO SCALE
Revisions
CULVERT DATA TABLE
R/W R/W
10! DRAINAGE 80' - 19 DRAINAGE
EASEMENT 4' 70'B-B 41, EASEMENT
1-1 /2" 1-2 ASPHALT 12" CONCRETE
1/4":11-0" FLAT CURB
FT
a.
15.
. - 177,fit.
.0. bow
10 0
P.
mm
00
-,4
0;.,
6" AGGREGATE BASE COURSE
0
12" CONCRETE COMPACTED SUBGRADE TO 95% MOD. PROCTOR DENSITY
FLAT CURB
0 Q)
E­4
pk
TYPICAL CUL-DE-SAC SECTION SWALE DATA TABLE
n
ell
NOT TO SCALE
NOTES:
1. VIGOROUS STAND OF PERMANENT GRASS COVER SHALL
BE ESTABLISHED AS SOON AS POSSIBLE ALONG THE
BANKS OF DITCHES AND DISTURBED AREAS. WHERE
DITCH BANKS CANNOT BE ADEQUATELY STABILIZED WITH PULL SLOPES BACK TO BLEND
VEGETATION, AN ARTIFICIAL LINER SUCH AS RIP -RAP INTO EXISTING TERRAIN, TYP.
SHALL BE USED TO PROTECT BANKS.
2. WHERE SLOPE OF CHANNEL BOTTOM EXCEEDS 1.5%,
JUTE THATCHING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL SHALL BE USED. R/W R/W
50'
I fil— 10'DRAINAGE 20' 10'DRAINAGE
EASEMENT- 4! 111 18' it 4! EASEMENT
5V
SEE SWALE
11
DATA TABLE 11/2"1-2 ASPHALT
FT
TYPICAL W DITCH" GRASS SWALE TYP.
NOT TO SCALE 6" AGGREGATE BASE COURSE
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FLAT CURB �>
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SHOULDER NOTE:
SEE TYP. Mp FLAT SPILL CURB TO
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PAVEMENT SLOPE BE USED ALONG ALL
T
SECTION EARTH FILL OF EASTBROOK DRIVE
\-1/8' . R
FLAT SPILL CURB
NOT TO SCALE Date: 2-19-10
scale:AS SHOWN
11 1 10'DRAINAGE/UTILITY Drawn By: JTP
EASEMENT Checked C
12" FLAT CURB
(SEE DETAIL)
TYPICAL CUL-DE-SAC PLAN VIEW
NOT TO SCALE
1 1/2" 1-2 ASPHALT
COMPACTED SUBGRADE (PER SPECS.)
6" ABC COMPACTED STONE BASE
(COMPACTED TO 100% MODIFIED
PROCTOR)
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAL.
TYPICAL PAVEMENT SECTION
SEAL
NOT TO SCALE
35054
C 3
ECEC PROJECT NO. 0653

DRAINAGE AREA AP
SCALE: V = 60'
0 30 60 120 180
is swing sKall nol Be rqproduceil in
whole or in part without written permission
of East CoasC Engineering & Surveying, PC
91. ---al. SWALE 15
/(FORMERLY "G")
r
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(FORMERLY "G")
DRAINAGE
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Date: 2-19-10
Scale:l" = 60'
Drawn
By: JTP
Checked By: ACL [JCR
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT
AFFIXED
CORPORATE
SEAL.
9r;
SEAL
`.4'GINS �¢�~
4 -
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DA=MAI'
ECEC PROJECT NO. 0653