SW8961103_APPROVED PLANS_20081208

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑ CURRENT PERMIT
XAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

i
*,�
Deviations from Previously Approved SW8 961103 MOD
For clarification on stormwater measures, please see sheet 2.CURVE TABLE This list is meant to document field revisions from themodification dated 06-08-01 and show the approximate ou Ra Ro locations On such revisions.ew w 1. (2) 30' CMP, (2) 60" CMP instead of (5) 36' CMP as s<tn shown on previous planax+v2. 15" CMP Instead of 2e CMP as shown on previous plan
LINE TABLE 3. 16" CMP Instead of 24' CMP as shown on previous plan VICINITY MAP
4. 15" CMP Instead of Ze CMP as shown on previous plan NOT TO SCALE
TAG BEAMO - asrma BUILT-UPON CALCULATIONS: 24 6. " CMP Instead of 24' CMP as shown on previous pion
6. 24" CMP not Installed as shown on previous plan �
cf- - N187441 ^•+ 7. 15' CMP Installed under Millwright Circle
N)51 M E -� 8. 15' CPP installed between lot 6 and 7 from Millwright
W41Circle to Junction box with grate, across golf course
tpt
5{ PREVIOUSLY APPROVED BUILT-UPON CALCULATIONS 9. 15' CMP Installed under Millwright Circle, between lot 22
sm•4eut ,+ one 12
ORIGINAL SUBMITTAL PERMITTED - 416.77 ACRES x 30.0OX - 125.03 ACRES
�� 14 a 10. 15' CMP Installed under Players Club Drive between lots 22 PROPOSED BOUNDARY
w s
d Hole v W OVERALL BUILT-UPON X : 411 100) a 13.27X OLD BOUNDARY
Liu 2, and 49
E 11. 15' CMP Installed along Players Club Drive, between Iota
xts w O v " / 22 and 12 instead of 24' CMP as planned, connects to
xe4 n r• W o I/ bullet Item 12
N72 e sl"SIVIEV G
sail M V '� '� c v' 12. 78' CMP Instilled under Players Club Drive from lot 12 to
IMPERVIOUS ALLOCATIONS drop inlet listed in bullet Rem 14 i
s17Ne4 w w LOTS (230 LOTS/6500 SF) = 34.32 cc. 13. 18' CMP installed between lot 42 and 44 to pond.
5.15•al2 r• v- 35 as x2 14. Drop inlet with 24' 4" grate installed.
L 100 GOLF COURSE CART PATHS a 5.
.4 15. 18' CMP omitted Instead of as shown on previous pion
qa W m A✓ a,W GOLF COURSE HOUSE/PUMP STATION = .20 oc. 16. 18' CMP omitted instead of as shown On previous plan
54r52 4{E Y' W GOLF COURSE FUTURE ALLOCATION a 2.00 ac. 17. 15" CMP installed between lot 35 and 36
so4v , '� Y•s '� ROADS - 10.53 ac. 18. 15' CMP Instead of 18' CMP as shown on previous plan
s ae § •� Y. Y• ` Y. 19. 18' CMP omitted Instead of as shown on previous plan
o71 ss's]•w SIDEWALK - EXISTING = .15 Co. 20• i8• CMP omitted instead of as shown on prevlws plan i
s74so'oow Y• r• SIDEWALK - PROPOSED a .51 oe.
a]tn9q ! 21. 15" CMP installed under Players Club Drive from lot 29 to
84 oy.E [t W Y• 4 W v. MAINTENANCE BUILDING - .12 CO. between lot 19 and 20
S37 1 p- W +w� W DRIVEWAY AISLE de PARKING FOR = .50 ac. 23. 112. 5 CMP Insteaden *wale een lot 19 and 20
US NOWMEof 18" CMP s shown on previous plan
W e v. •Y MAINTENANCE BUILDING
SW4V34 r• y ! tiW W PDA FUTURE ALLOCATION - 10.00 oc. 24. 11"and 12 stalled from pond to roadside Swale between let
scri r v 4 W
Ns TOTAL a 63.68 a4 25. 15' CMP from roadside Swale to pond
Lils ` f a 26. 36' CMP omitted instead of as shown an previous plan
SSOW� an
s 27.Pond relocated from behind lots 24-26, 30' CMP omitted
TOTAL IMPERNOUS AREA a 63.68 ac.
slaw H :y15 H e 3 W ! y r• s shown on previous plan
S",iI - e m TOTAL PROJECT AREA = 399.89 ac. 28. 15" CMP installed under Regency Crossing from lot 1 or
{.1
si• w r- m ! common area
29. (3) 24' CPP installed under Regency Crossing to wetland
soao7 w yyY' y IM T0. RVI (100) = R 30. (2 36' CMP omitted Instead of as shown on previous
AKFA
=41airw plan
NSM2rW d § W v o fi3.6 a 31. 10' CMP Installed from roadside Swale to open Swale
s7 as w 100 - 15.9X
Ne• •Y+• d ! 9�Sg Qa`, ( ) 32. Open Swale between lots 3 and 4
N7n 14 �,. 33. 2e CMP omitted Instead of as shown on previous plan
11 a1
TTI- s<W 4 v v y v. 34. (2) 24' CPP installed under Regency Crossing from
9 W between lot 7 and 36 to between lot 6 and 1
Qw- sos�4 w m v ! OLD BOUNDARY 35. Open Swale between lot 6 and 1-2-3
rg- sera •w g 'v '+:,,a ` 36.15' CMP Instead of 24' CMP as shown on previous plan
N28 o 7�749 v. ,v ,� i v, PROPOSED BOUNDARY
37. 15" CPP Installed between lot 8 and 9
"Iy7 m ,� Y � qy4 35. 18" CMP installed under Regency Crossing from tot 23 to
L50sz+n a r• W W w►4 W '4 ,� between lot 20 and 21 Instead of 30' CMP as shown on
L54sls•13 '� r• +M' previous plan
slurMSOT 4157Y
39.2e CMP installed along lot 20 and 21
N»ws ,� g ol� #18 r- W o ♦` ♦ 40. 15" CMP Installed under Access Road 8
{1 r• 41. Open Swale between lot 3 and 4
s3o•17 + W W E " II 42. Pond expanded
LA Sian 3e W M30 Y• Y• ! ` m 1 43. Open Swale between lot 21 and 22 omitted Instead of as
r W J W 1` Poo W shown on previous plan
W i ° 1 p 2 BOUNDS, & DENANE TiON LOCATIONS 10 27 O8
eo 1 m 44. Pond omitted Instead of as shown on previous plan ADDTEH
METES AND
�44 ro 9 r1 •
Nit s: r- W }f W
-L73w7' 46" is Y Ole y a v�R W W y y W W 1 ADD WETLAND BOUNDARY 7�H 06
Ne6R5 0 E n yt W ,d\ 1� 'Y
51555' 1 . 8 a m o It �'� r- Y.
se04o1•W r y' W v �1 GubhoueeSlte f v. W W .� Sout east Brunswick R DESCRIPTION MATEY
a aszz'a E �• 0 R K dy �II �, 4 ,�• r- o Sanitary District REVISIONS
N 4] § y BD v, 1 Sewer Treatment Plant
LSDn
•V W W o 1211 p 10 ♦ry.A W W
N15 4e'W i
v r- W to ,.-ftv �B
H ' 1 a a
L03 ]a
]S I W W W W W 6 12 W W OAIQ rqe
Nei S'L •Y W 'Y W W •Y O 24 7 73 O OIB• •Y W W P't O�
t3s4 W 28 29 2 7 O aFESS/arty
Nttn e4•w N04 a 9 f0 23 57 30 , 3 t 4,q v, Y. W 2QQ• SEAL !
is
Lee
xaa'S] x r- W r• m WI ale /ii
W W W W G261156
NM7e 54 a` c4 0 Hole A78 6 OtrT)e 5$ J? 8 18
Y' W W W W r11 S „ 94 83 33 �•{• NC�' O�Y
L93N32Z a%L W W Y. .. W 0 4 21 11 12 49 18 a 17
L05s2s5am
W W y r• Y. H 417 3 �� t 19 ''A 5/ fi2 1B Hole /2
x w
Ne]s$'sTE W I y W 2 17 14 t3 43 O/ill deta"e 1 38 8 79 2S
Nee 4 ` r• r, r• W 13 14 15 27
Nt•ae W W , , 18 {2 38 7 20 C 24
fit•
N al E a a r• J 4 10 1 15 % 45 444 41 b S 8 Ja 2
IMP
I W ' v 1B 47 Ole
W r• r• DAV6 at Z 3 13 77q !p
N751 w w 1 S Ployere Club 20 17 t8 2 O 2 P t 15 16 �7 8 19 28
Nle1{e{ > v W J 24
NaTae W 25
1 O
L xars7a6•W m� v V i �, 31 26 21 %19 20 27 a r• a v r-
N]e08 E; Y Sp 27 Z3 2J 24 2g 26 1 ,. HQIe3y a ' � Y• yyr„�, r-
LilaN4T4 la W3ra .Y
Llt N41e1' W 41 W W 29 26 12 Faeryw 4MM•,M WWwM1 i sw'aY W ri ,Wx ,t>n eau
NaseaW N W W �' i3 W t1 PI 6 2 PLA TATI O N
1 N1Lle1']eE cur
w 11 W v. r• Hole Iy8 14 10 s 7 6 5 { 3 �• RUN OF POTTERS BRANCH
L I a
LIX1 N3YI3'37'E w, � W W W ✓• W W Y' v W •V W `Y
1 N47174TE O� 8 J. v W r• W r- W W W r• w a ✓- 28 900 0 300 600
N572375 9 c't(_. P 7 1 O HOIO 7 J, W i6 18
t Neela% 'yFyaf
BAR SCALE 1•=Soo' Coastal band Design, PLLC
NaSVY'22 f` S Y V' V' W , Y V' .i •Y W W J- ! Y'
1 N5e'41'4]•E W W W
/ W Y Y• r, 31 CiMl kTyaaerio5/7avdseWe A,Chi1MYrc;EYR,xuaim,MmWlNmem e Na9 J9•E t { Y W y W 21
H411 E _.�� 77.0f1 Y W V W W �•Y W v v W W W v i y W V W
1.30 N]SR9Y/YE Pt{� 3 �� 20 P.O.B.1172 .:9162W9333
11 1 N]a1t'1$E ♦v 2 v V Y' Jr y y .Y W 'v W S 'v W V V' J' W W 19 wilm,gg xC 294M F=910-25405M
LIUN4S'3,4a•E \ J,
N,716 J5•E �J V" `Y Y' v Y W v W Y• W 78
L 4 Nf Y5724E ,� 1
N 4554E , W W W W W V W W W
17
1495']a' W V W W .L •Y W W W W J• 2
Nfs�e 16 DRAWN : T. HOBGOOD PROJECT
L N%s1 v '" '" " " ` W v' 3 N/F DAVIS HERRING AND MARY CHILDS
xsrsao5 4 m Y. r- Y• r• W W m 1e W 13 la DESIGN : T. HOSGOOD NUMBER1139 : 200-07
N$e" a Y ,f Y .Y v. �.Y .Y .Y Y, Y. t2 to 15 q NOTE: CHECK : J. PETROFF SCALE : 1•a300,
u xu242', ` �, Y, W- H le� y �, qi y tt 33 s WETLANDS AS SHOWN ON EXISTING PERMIT SW8961103. APPROVED : J. PETROFF DATE : 21 OCT 08
NSee], E
i xaex ,r.► J• W W q Y, e' , FILE NAME Y.�200-07�Playare qub Mod
1 N41'JS'S4 J. W W W 40 1a 6
• NS611V03'E •
L146 N37274]'E
LieNS]10 a4'E 23 JB Y W
L' N774325�115E NSF A J l` i $ Pi 1 33 34 35 ° - ST. JAMES PLANTATION
L N 3SE 08tj/(V$ 4 +� 22 " ssYcy„ J Players Club
1 Nte'111 E -�
L7 9M 11i!E Hole I15 2i 79 18 17 12 11 4
NOalat W • to i6 N 13 5 t
N73W34
S7Swe 39 1 42 10
8
• 7 8
N/F BEAVER DAM INVESTMENTS LLC 37 e Storm Water Management
-�' -' •• "` FOR REC�t RY K ATO REMEW Plan Revision
NOT FOR CONSTRUeZON
JOB NUMBER 9EET NUNBER
200-07 1 of 2 ECE�V�
fi�JV 6 2012
i
+A
T t , VfJ

flill",
60' RIGHT-OF-WAY /'y I�50' RIGMIT-OF-WAY 11 ( ci ,/ !! / II / \ SEAL ACCOMPANIES REVISION CLOUDSU 1// !1 I DEPICTING ACTUAL RELO CONDITIONS. � Y"vInOilIM'
20' II)' I I' V / l-1 �l �l j l'll l _/ \ .pow, 3 _�S 'niilr"'"Yna' ?' ■
,! / �
2 1/2" 1-2 BIT. i ly t�; ,yg !/ ' \ ; BUILT—UPON CALCULATIONS: 2e �it A"�+scuy
ROUTE EXIST. / / / \� / c SEAL
1 4 PER V T/4" PER V DITCH AROUN / / /' /-" lj'I!r ' f{ I / 028858
,' PER '' % _ _ _ i" PER r GREEN /!,� , yr'I ,' /I ! I F o VICINITY M A P
3� 3L� 3i� /�'��1 \ %j/�%/l /y /11!( ' PREVIOUSLY APPROVED BUILT-UPON CALCULATIONS: Y "�'� NOT TO SCALE
ORIGINAL SUBMITTAL PERMITTED - 416.77 ACRES z 30.00% - 125.03 ACRES
/ `/� i
8" COMPACTED ABC / / \ / / ! / / / /
/ / I / /'I' 1'�/I / / OVERALL BUILT-UPON % : 16.755m3O(100) = 13.27%
,/ rirl► /s l/ I/// rlW J Wlllrrl/r� / / a,s.n UPOBIDI
/ `! \\ I//ri!/!r TYP. ROADWAY SECTION � (1 �./ 1 ,,�
NOT TO SCALE I \ 1 to 1 v IIJ 11 1 I / / 1 SWALE -�
I1 /1/ IMPERVIOUS ALLOCATIONS J`
LOTS 230 LOTS/6500 SF = 34.32.cc. o CONTOUR LINE I 1 / ( )
/, // GOLF COURSE CART PATHS = 5.35 cc.
RIGHT-OF-WAY I /" / /,/ // / // rt/
I / I \ \-/ ! I�/ / /! l I I / „ ! ° 11 GOLF COURSE HOUSE/PUMP STATION .20 cc.
1 1 I �((� GOLF COURSE FUTURE ALLOCATION - 2.00 cc. PROPOSED PIPE
18' l 1 .�/ /1 •� J / III / I MILLI I \>\ -\1 /l ROADS 10.53 at.
, I } 1 /
1 III f I J / !/ / t+\1 (\yl / / I / / SIDEWALK - EXISTING .15 cc. WETLAND LINE
2 1/2. 1-2 BIT. i \l 111 1 `II//�" /11 4•J 'SIT 11) I ( / SIDEWALK - PROPOSED - .51 cc. •••
/W I W 111 r l l \ \\ /, MAINTENANCE BUILDING - .12 cc. e'Jg Ra
1 4 PER V 1/4" PER I' 1 I 1 r 1 I �11 1 eG // v4 1 11 \\ 1% i I / l_ DRIVEWAY AISLE k PARKING FOR = .50 cc. R 50, 30• EXISTING CREEK / DITCH
1" PER 1' / " 1" PER 1' `i I \
.,�...._. -_.-� I �� / I I 1 I r /W , W \ 1 I \ \ \ rl rl / MAINTENANCE BUILDING 18' ti�
3:1 TYP. 3:1 TYP. 311 TYP. 3:1 TYP, \ y \ I ///�'1 I / I I \ \ V I / PDA FUTURE ALLOCATION = 10.00.cc. s�' 9 0_� f o// W W / W \ \ I /// \ Y 20' a a
\I1 TOTAL = 63.68 cc.
?s-
6" COMPACTED ABC I / / i // ` 1 y II W '\ II \
// 1\/ /'' ( W H'� ,/W �J�/,I 1 1 1 1 TOTAL IMPERVIOUS AREA 63.68 cc.
TYP. ACCESS DRIVE SECTION J/f 1/l / 1 ,/ b� u y W I �1/1
1 ; ;' \ I/1 q TOTAL PROJECT AREA = 399.89 cc.
NOT TO SCALE //// /l rli( \`// _ f� ' ///1// i•+' �� // ` I� L/l\ IMPERVIOUS AREA (100) = R �M
1 .4./ .� 1 /(� \ TOTAL AREA
�1?+� l/ 111 I 1 ! y``*�Bafi rZ EEK -.
W W IOU IwI j /BI(j��wI ION rl^ J/ 63.68 cc. ( ) = 15.9%
T (Lr / / / ' / �. 399.89 cc. '°° ' TYP. CUL—DE—SAC DETAIL TYP. EYEBROW DETAIL
rl I �4R jjj���A'RTNERS, C NOT TO SCALE NOT TO SCALE
� B.C.R
/� //// \ �_ `�/ /,/I/I'3_'�i/ //// f //l// �// // / / / (\1\J I`^//, / \\ J W/ W W V• / ✓ ,W IOU W W W W W
, r / ,(.\ {•' / /l1 �/ W /�w/ / W , / \\\ \) J I W W W W W \ W W W W W W
5D' MIN. �W W \ W W W W
W W W \ W W W
I I OU ( `,,�I� /� II\ \\��` `rIr / 1 1 /l%/^ \W W W W N/F NORRIS LONG
r r \ W W W W W W W W W W W W (DB 288 O 645 BCR)
' �.�1(`/i 1\`M� i III)))"'YY.,,,! I•II /I lr/� / \`1\ \
4 . .• / 1 J \� W J J / I I 11 /// �\ \ � / W W\ W W W � W W W W W W \W W
O /y / I �.y .yll I 1 \I 1 J /r \ W W W W W W W W W \
A!. . . . . . . .. .. j \ I �I / _ III \ \\ \ /� �%� \ ,/ \ SFE SET 3 OF 3 FOR
`// l� / I / W 1�/ W/ III II l I\ \\`\�-/ _Ji // /// / � `` CONSTRUCTION ACCESS ROAD*
Z If14lN W / V/ '\ \ \ �•— H / V W W W W W W
lV CVIi _ /
1/ , / _ \ `/
F �:.:.•:.:'. L W � W / J/ I I W � / .SIT W W W /_ W W W •L JV�
8 IJ\ V // J/ / _ 1/ W W ,/
PLAN ��/ I / // l p/ ' I " W W /SOUTHEASTERN SANITARY
^\ \ L /( /g //.Y Ir/// . III I \ r \ PR
�! ,/ WIIII I I I ^ ( ^+ Y . SEWER DISTRICT
STONE TO BE MINIMUM 6" THICK \ -\ /( +1\\\ ` \ / !/ /! W / (y 1111\/ \ -/ I /\ \ •\ M/jS W .r :EFFLVENT / WWTp SITE
1 \ I r EFFLUEIi� S70Ry
. .4 ( W I I 1 POND:
/ 1/ , //V,� I //W / /r : d I/�✓ I //� W I 2 \ t2 W '\
TEMP. CONSTRUCTION ENTRANCE l // /i // ' W \ /W /y/ �/ /W I r / WJ 1 >t`° ` 1 ht / t POND
",
NOT TO SCALE �// I1 1 \\ , It �/ W I _ 1 ?� 14 14 I
3 V / /
\\ l \\1\ W \ W— W /•1I W ` JG/4!! r / / \ 1 5 10 1
h. J SEAPINES SUBDNISION
I. y� v` I 4 ,v {�� Y I\-. 1sJ ,I�1 S• •..� /� //�. (MB If PG 58 OCR)
I I / 1 �A I ( /EFFtu ` / ..--s'•� TRL
\ a\'� \\\\\ W 1 W W �Wy 1. I -I r• /`• / I _JL /YB �51'6RA / / 2 REVISE SITE LAYOUT 8 8 Ot
8 ) \ \ \\ \\\ \\W1I 1yyyWl 1 P ' t3 '4 . t0 t5 1� /� \ -�_ 1� .,.8 D \, tK �/ 1 ROADS,REVISE 'AND SLINEB 2 23C01
RE• DESCRIPTION RE BY
1 \ \ 1 •
DATE
4" CONCRETE SLAB I y �\\ \ l \ A y W W\ I 6' SK)NS
I I ST. JAMES PLANTI4T�DN I C \ y k \ - __ - 1 {
1/4" PER 1' 1/4• PER V 1 _ - -• { gr �p�
+-- —� SLIBDIVISIOJ l \I \\\\ Y \a\ l ' r 1 �J Z� \ - "`- .�`- t \ v� d` APPROVED
Ati � _ - �'y..e •„\- \ �-y// W W•- '��1//���'�,N1�//�����p/1��I1������ �����IR1�yOyN��S� �II�1A�1�
. y V\ \I \ •�• \ — ( ' 'IY_ 1 '13 Y4 Y W W\`\may J _!_► \Wa! W W W W '� Pt{Rttf,bMIWV1 E1\tIRVIMIEI\I/1L
8 COMPACTED ABC 1 MgwAmcoIIMN$$ION
TEMP. CONSTRUCiA01A W \ \ - \ 1 P - W W W W CW.J
ENTRANCE W\ \ \\ _ — 2.W v s \ _� DIVISIONOFWIDERAUIWIYQG,C
ESTIMATED LENGTH OF PATH 25,000 LFev
ti �� 1 ^� _-_ � 13 _ a- e i .4 - \ RUN OFIPOTTERS BRANCH / -K(
ST. JAMES DRIVE , \ CaT \ ---- /' \ li
TYP. CART PATH SECTION I. ' / / \ " -=--\ ` i N/F BRUNSWICK REALTY /� �� Z�S
O /
� J \ \ y _}• W W W W W Vti W J
/f� / (MC 9 PG 17 SCR) / $
NOT TO SCALE J 7 I`d1 \ W I\ \\`�W^ W 1\W __ , '/ 16 � -.�� W\\\ \•� .�(B�T� � ! c1j ��_(((///���///��'�����III
6
Iy /� W// W / W W W ♦ \\�—.-11c._>1•` W W W W ,/W ✓//� / / / / •L1 "GRIP ( T
` t/ y1l( J ■L
2D
2/ `Y / iB t 300 - 300 60O
��i Wes/ W W W W ��✓ �✓ W / W / 77 /'/ PLA TATI O N
//,,., ..Q �/"' �, / '' r/ W W W h' /W-�W J✓ `.,' /2 I INCH -300
y J / W\/ W W J// W W W W lQ• \\�N� fE
_ l / ' W /'W � .r�{l W / W W W ✓�1�• \\ VKSS ,/ 13
waR W //W �J\J v//�' . W W 11 —6' �/ •-•\ B / �, 14 1 15 PROVE
0 �0 , W ,/W ,'V. �V( WW / / �. W �, \ W „ 5 I� CAPE FEAR -
o o 000 ,D / 6 ./� IV Engineering, Inc.
O(\o�•QO g �/ //l /// /i /l W . ✓ , W , r 9 g 7 hl�t q/ Appryp sD a.rDrrex�p e
00 t]Tb{ � Y �� // / ,/ // / _ R / fie ' AaA1NI oam lerc re
NOTE: Oo N/F BEHELER , 24 2 P GENERAL NOTES: *
SEE PLANS FOR LABELED DIMENSIONS / I 3 1. TOPOGRAPHY 0I01 i1ZED FROM BRUNSWICK COUNTY ORTHO MAPS
.` _ :,..�/ PO I BY MCKIM & CREED, JUNE 1996.
/- \ 4 Z. STORMWAIER IS TO BE DIRECTED THROUGH GRASS LINED SWALES MAWN • PAAVIB � 700-14
FLARED END SECTION PLAN 1 �, _ ` ( I / to 17 ,e 1S t� t 12 tt 5 AND OVER GRASS AND NATURAL GROUND COVER, TO WETLANDS COEMHOW . P'ORMO ,g;: • t•-300
\1 \ AND VARIOUS GOLF COURSE PONDS BEFORE FLOWING INTO
10 ` 8 BEAVER DAM CREEK. APPROVED : ALICAREE DAl[: 06 DEC W
0 OND -^\ �.�► & GOLF COURSE PONDS DEVELOPED FOR LANDSCAPE PURPOSES
STONE "D" I "'�.) 7 WILL ALSO BE USED TO HELP MANAGE STOtMWATER AND
92E N/F THOMAS BOWMER - SEDIMENTATION.
\ ` 4. THE CLUBHOUSE 517E HAS BEEN INCLUDED IN THE IMPERVIOUS
SECTfON �� q 12, 1 LIMITS
\ a CALCULATIONS. THERE WALL BE NO CURB AND GUTTER. AND THE PLAYERS CLUB
RIP—RAP DETAIL CLASS 9 2VPROJI /I 01STING DITCH TO BE RELOCATED STORMWATER WALL BE MANAGED WITH GRASS LINED swALES
N/F BEHELER l ALONG PROPERTY LINE 5. RIP-RAP IS TO BE USED AT ALL PIPE INLET AND OUTLET AT ST.JAMES PLANTATION
NOT TO SCALE LOCATIONS ALONIS J 8• ROCK CHECK DAMSRAREyTO BE USED AT THE END OF ALL GRASS
/ I OAKWOOD GLENN SUBDIVISION LINED SWALES THAT OUTLET AT THE EDGE OF WETLAND AREAS .
/ 1 (MB "T' PG 59 BCR) TO FILTER OUT SEDIMENT BEFORE IT FLOWS INTO THE WETLANDS.
7. SION SWALE MAY BE USED IN UEU OF SILT
FENCE P WHERE RORARY UNOFF CAN BE DIR C70 TOO A ROCK CHECK DAM. STORMWATER
CONTROL PLAN
PERMIT NO. swe %1I03
FROM Numm sallasta
700-14

i
I
---------------
Deviations from Previously Approved SINS 961103 MOD
CURVETABLE For clarification an stormwater measures, please see sheet 2. are gu9a
This list is meant to document field revisions from the um,
modification dated 06-08-01 and show the approximate
or."�^� ttoenembw locations an such revision*. rinxunox a 3 s
µ =QQ 1. (2) 3W CMP, (2) 60' CMP instead of (5) 36' CMP as sw WO
on previous plan ,nano
2. 15" CMP Instead of 24" CMP as shown an previous plan NN,co,W,,x w Y
LINE TABLE 3. 18" CMP Instead of 24" CMP as shown an previous plan VICINITY MAP
4. 15" CMP Instead of 24' CMP ae shown on previous plan NOT 1O SCALE
T °WANa BUILT-UPON CALCULATIONS: 6. 15" CMP Instead of 24" CMP as on previous
on previous plan
Nlo'S4a --kw 6. 24` GAP not Installed as Mown on previous plan
N7 W'^•t 7. 15" CMP Installed under Millwright Circle
yr { 8. 15' CPP Installed between lot 6 and 7 from Millwright LEGENDET_
.�.« a Circle on box with grate, aaou golf course s to junction
nits PRENOUSLY APPROVED BUILT-UPON CALCULATIONS: 9. 15' CMP Installed under Millwright Circle, between lot 22
M17t m ! J W ORIGINAL SUBMITTAL PERMITTED - 416.77 ACRES z 3O.00X » 125.03 ACRES 10. Sal 12
CMP Installed under Players Cub Drive between lots 22 PROPOSED BOUNDARY
Ol- a+ f Hole " + " ` OVERALL BUILT-UPON X : ri. 100) - 13.27X and 49 OLD BOUNDARY
W , 4 8.77 11. 15" CMP Installed along Players Club Drive, between Iota
xe4 4e 0 22 and 12 Instead of 24" CMP as planned, connects to
bullet Item 12
14
m m W 12. 18' CMP Installed under PlayersClub Drive from lot 12 to
a a ` r• ° 13. 1�CMp tinstalllled between 42 and 44 to pond.
t • IMPERVIOUS ALLOCA71ONS
LOTS (230 LOTS/6500 SF) = 34.32 ac. P
"}III.K , �' 14. Drop inlet with 24z24" grate Installed.
! . W GOLF COURSE CART PATHS 5.35 ac. 15. le CMP omitted instead of as Mown on previous plan
Unitµ , . W GOLF COURSE HOUSE/PUMP STATION - .20 ac. 16. 18' CMP omitted Instead of as shown on previous plan
m+ GOLF COURSE FUTURE ALLOCATION - 2.00 ac. 17. 15" CMP Installed between lot 35 cnd 36
Tff-
w 9 + '"a ° +' r• ROADS - 10.53 OC. 18. 15' CMP Instead of 18' CMP as Mown on previous plan
B f ! ` ` ` SIDEWALK - EXISTING - .15 ac. 19. 18" CMP omitted instead of as Mown on previous plan
L27 . J• 20. 18' CMP omitted Instead of as shown on previous plan
ssln + ! SIDEWALK - PROPOSED - .51 ale.
�. �, 4 y r• 21. 15' CMP Installed under Players Club Drive from lot 29 to
Tz- 32.24 MAINTENANCE BUILDING - .12 cc. between lot 19 and 20
CIF- DRIVEWAY AISLE & PARKING FOR - .50 cc. 22. Open swals between lot 19 and 20
,a W w J• MAINTENANCE BUILDING 23. 15" CMP Instead of 18" CMP as shown on previous plan
4e W r. gW r- PDA FUTURE ALLOCATION = 10.00 oc. 24. 24" CPP Installed from pond to roadside Swale between lot
! 11 and 12
TOTAL - 63.68 cc. 25. 15" CMP from roadside *wale to pond
"! W 26. 36' CMP omitted Instead of as Mown on previous plan
�' \+ +- TOTAL IMPERNOUS AREA » 63.68 oa 27• Pond relocated from behind lots 24-26, 30' CMP Omitted
+ 36.40 4 �� H (<15 H ! W TOTAL PROJECT AREA - 399.89 ac. as Mown s previous plan
L41s 28. 15' CHIP Installed under Regency Grossing from lot 1 or
L43me,µ3&05 C W ! W common area
a- wyr. W PERM AREA (100) = R 29. (3)) 2e CPP Installed under Regency Crossing to wetland
--rill 31.75OTp 30. (2 36' CMP Omitted Instead of as Mown on previous
N25,111W W W
A d plan
Ta- •+ 63.68 ac. _ 31. 18" CMP Installed from roadside awde to open swae
L40N °" W r. r• r• !a♦t v 399.89 ac. (100) 15'9X 32. Open Swale between Iota 3 and 4
L50ale 4. •+' +. W r- flt� W 33. 24' CMP omitted Instead of as shown on previous plan
US! n ! 34. (2) 24' CPP Installed under Regency Crossing from
nosW r• ! W between lot 7 and 36 to between lot 6 and 1
W ,,+�' ✓ o ! v OLD BOUNDARY 35. Open *wale between lot 6 and 1-2-3
rW_ n w 8 J W + i + PROPOSED BOUNDARY 36. 15' CMP instead of 24" CMP as Mown on previous plan
r41 3OF- 7. 15' CPP Installed between lot 8 and 9
iff- Net1944.50
§ �, ,� �, ys 38. 18' CMP Installed under Regency Crossing from lot 23 to
r W W 'v W Y O W between lot 20 and 21 Instead of 30' CMP as Mown on
Tiff- §ae•,M W W N Q G•1 W o previous plan
N>9e4 U i° 39. 24' CMP Installed along lot 20 and 21
LOSt T I '� W '� ! +' 92 ♦ 40. 15' CMP Installed under Access Road B
+ r• * ! m 1 J. 41. Open *wale between lot 3 and 4
¢ie+ r- r• ! r• \\ m f� 42. Pond expanded
f 43. Open swalep between lot 21 and 22 omitted Instead of as
115.211Un' n° W.73 W ! J W 1` %•r+e 1 Wshown on 44.Pond omitted Insteevious ad of as Mown on previous plan
lan
Lillr a4 9 W W , 2 BOUNDS, & DEVIATD LINE ION LOCATIONS 10 METES AND 27 08
W WA) W
sTE
/ ale !t 4e�w .� r. a' `\` �e . W W W W r• W W W 1 ADD WETLAND BOUNDARY 7 OH OB
L76s cm lr4a3O "t �� W W �► REV. REV.BY
+ .40 O r- Clubhouse Slte tt�y J• W r, N DATE
1, r• Sout eas Brunswick DESCRIPTION
i <+1, SanitaryDistrict
` �� 10 Sewer Treatment Plant REVISIONS
L520 4aj j 4rW W W W V! H I.IYW„ AI
L95t011.2%4 W W W W W 16 8 12 J' V• I d ,N,waq IO�ZI-OS
UPS1 W W y W W W 'L4 B Q ad 1 W W W ! ZN Ci1Ro
Ntn s9 a q ✓ 23 29 i 2 7 13 M pP0FE3*r0 51MI• ++ ,a 37 30 1 3
N{sal p W N W J• Wr ale 1 V' W B a a ,Sg 1 + W W 4 SEAL
Lot N 41 L W W W W p 7 wV B S IS 4
Itaw .4 w • O r- J. W W r• 1 Hale #18 a e CWdO 55 32 B to •e 028868 04
323e4 W a W v J• O 4 2i 11 11 33 1
Lee
W r• a W .,- H /77 3 i9 12 et S21B 9 x /7
xUW3 ` 35 19 Hole2
LUn ' W W W 2 171 14 t3 43 %•I seta^° t 3e a 19 26
W v W W W W W 1 13 1+ 1S Y7
1 16 42 S8 10 7 28LIM 24
E103 % MIQ
t W o W 3 4 10 f 1S 4e 4++ 41 40 B 8 2
NI + w37.31
Lim nibJ. W 2 B 7 B 9 e at 2 4g 47 d0 { 9 10 11 12 • 20 22 t� s
lot t W W a , S qub pmVe to 3 13 774 15 2
Lim4a{ 49.92 > t .. ,Y J P107e 2p 16 17 O 2 P t IB 17 a 19 p
nZI
N M10,25
yOF 23, 24 19
21 9
20
25 26 27 1
r w
LIU- W E 31 ?Z Z? 2 HGIe #3a
Ll R r J• W W W W W
W
W W 29 2S 27 I'A r+9axe p t Iy' �,eYM ,Y M,M1 Wes, alp
1 STE
+ 1 •Y 13 '1• 11 ,a PI V 'A ` + 0 MM' _r We IYN
-- PLA TATI O N
N11 1']e 11 W W W !
u rx + 4, 1a Hole p8 t+ 7 e 5 + RUN OF POTTERS BRAN
NR+ D n ! W W W W ��
LIMN 3 E 6 W W 'Y W W W J- W •L W W W f
N4177{ E '`p B
+ N5„ 35F `c4�ai 7 O W Hole 7 W W r• ,B r• W V r, W V J. ♦ W 300 a 300 600
N T
t "59'41'4TE S V' V' W -S W 1 W 'Y y i V' W
3t BAR SCALE r=Soo•
L120 NI + Coastal ,and Design PNLL C
«4 21
LIa N 1&29 ow e*n�nj Lwwkv.miIi tm.1C..a;WM. f0
LIN xl^•Il YE .t 20 P.O.13%1172 Plw w:910.2549333
3.64 \ 2 V J W W W W W W J• W W W W J' J W
NITS J 19 wilminglon,iJf 21402 FrS:910•2514302
Lim 31151
L135nee
E07- Mt ,01frE J' W W W W W W W W V W 17 2
L38Ll N% E 4. W J• W W W W W W r- W W 1ja 3 N/F DAVIS HERRING AND MARY CHILDS DRAWN : T. HOBGDOD PROJECT
1 x t E J• W W J. . J. W J. Is 0 W 13 DESIGN : T. HOBGOOD NUMBER 200-07
L1 41 W y J• y N W W W W W 12 14 4
L1 N a rE Y d9 t, 3 NOTE: CHECK : J. PETROFT SCALE : 1"�300'
LLICI "wx E f, W W + W W4N" W 41 33 3 WETLANDS AS SHOWN ON EXISTING PERMIT SW8 96110. APPROVED : J. PETROFF DATE : 21 oCT ale
1 Narle e451.51 {tin 4g W ,p '0 a, FllE NAME Y:\200-07\Playero Club Mod
CITY- NSta7
T4'orE431. iW W r- ,� W p B 7Lin 36 B
N 1 N'E
NJ•'a1 0'E 4 W .14
Um 2
u nln,is N/F q J. PI s3 34 3s
ST. JAMES PLANTATION
t N1 '39'a E 1 h�JL31(YS 43
", ,,� 22 2, a..N9 `+,t Players Club
36
Lin N40rflt .t Hole /5 ZD 19 18 17 1e 1s 14 It s
a3N w 13
LIQa
{2 10 !
9 7
N/F BEAVER DAM INVESTMENTS LLC 31 e
Stormwater Management
Plan Revision
FOR REaIA ATORY REVL
NOT FOR CONSTfiUCTION in WARIER
200-07 1of 2
ECEIVE
Nov ii 6 2012

80' RIGHT-OF-WAY �l,� I\1 /
�/-
50' RIGHT-OF-WAY SEAL ACCOMPANIES REVISION CLOUDS -K
1 III I J/ I DEPICTING ACTUAL,,.FIELD CONDITIONS. eu
tI Ii1 ' `
20 TA II 1 I!f All,
S .T,2 1/2" 1-2 BIT. PVMT. ��; ` f � ' g �l `\ ; BUILT-UPON CALCULATIONS: =pQ0y158,0�l14£ wROUTE EXIST. --�_
1/4" PER V I ,/4" PER V I DITCH AROUN /' / ! ' / 1/( / / ¢ o858'LY 4n .AST I
l Il I r SEAL
1' PER 1' I" PER 1' GREEN 'if/ / / / y111 /' I I
3:1 TW. 3:1 TYP. 3:1 TYP. ._= i/' -� ///I / ,' Il< l fj-I / i "'�.��I ',��� VICINITY MAP
% I/ � PREVIOUSLY APPROVED BUILT-UPON CALCULATIONS: NOT TO SCALE
ORIGINAL SUBMITTAL PERMITTED - 416.77 ACRES A 30.00R - 125.03 ACRES Y
♦ 8" COMPACTED ABC / /'\\ \ / / / ! / I /
/ / / 1 I /v 1'LII // / OVERALL BUILT-UPON 9. 56.7
Y/ l/ /I/,f �v I oi111I IlI/II /� l 416.77(100) = 13.27% �
TYP. ROADWAY SECTION � � \` �� I///IIII/ it�Illfill i /
NOT TO SCALE I \ 1 lY/ J/ Wllll I'I I !/ \I SWALE -�- -'•► --�
\ f I IlI1 IIII111l101 //
0 \\ I IMPERVIOUS ALLOCATIONS
30. / \ / ///I1/ y, J• / Jl/ %1I11 / // // / \ LOTS (230 LOTS/6500 SF) = 34.32 oc. v �RICHT-OF-WAY I _ !/ l �{ / R• /� f/�/ t1/ ( GOLF COURSE CART PATHS = 5.35 oc. CONTOUR LINE 30
1 / T \ \-./ I GOLF COURSE HOUSE/PUMP STATION = .20 oc. 18'
GOLF COURSE FUTURE ALLOCATION - 2.00 oc. PROPOSED PIPE
1\ _i / tilt W /a I I IIII I \>\ // ROADS - 10.53 oc.
III / // / I I\II �i/ I �/ \/ SIDEWALK - EXISTING = .15 oc.
2 1/2' I-2 BIT. i 1 \\ � III \ 1 d /// /II 4,/ WI 11 ! I �! - WETLAND LINE -----
It 1 I//W ( I 11) I / SIDEWALK - PROPOSED - .51 oc.
1 11 1 1 y�yI("t /hI I •v Il/ll \ \\ / � MAINTENANCE BUILDING = .12 oc. �•yy R
1/4' PER 1' 1/4' PER I. 1 I 1 I 111 I >G ' JI -III ( \` I / ( DRIVEWAY AISLE & PARKING FOR = .50 oc P ft.Tp• EXISTING CREEK DITCH
1" PER i' 1 ��Q' / I I 1 I ' / / I I \ \ I 1 ' / MAINTENANCE BUILDING / •..
3:1 TYP. 3-1 TYP. / /r• + \ 1 i \ \ \ A II / C 18' IS
h• I I / ( I \ \ I , PDA FUTURE ALLOCATION = 10.00 oc. ti ti
\\\\1 \ TOTAL = 63.68 oc �y.
8' COMPACTED ABC ( � //(/,O / \ 1 y \\ 11 \
I I TOTAL IMPERVIOUS AREA - 63.68 oc.
TYP. ACCESS DRIVE SECTION I/I q TOTAL PROJECT AREA = 399.89
NOT TO SCALE /� _ 1 11
( // \��' �i/% W �'/ �'I• '1�'J!� \ (�• LIl\ IMPERVIOUS AREA (100) = Rr�
d/ I / 2 \� TOTAL AREA
if I \�BaW C EEK
Ir ) / Illl �SkJ6r5w1 ION �/' // 63.68 oc. (100) = 15.9x
/ I
1 , w,/ w r 1 W I I.I / 7 399.89 TYP. CUL-DE-SAC DETAIL TYP. EYEBROW DETAIL
it ( 811AV1T C NOT TO SCALE NOT TO SCALE
Y7 �^Ir 8.C.R�
�/ ! !!// \ '�\/�\/ '/ I//�' ///' /,Y//'/'�I /� / I// \/ I`�/ / / \ / V/ V V V / ✓ •V IV W W V V V
/ / �/ .4•\ \ / / /// /.` / W '// / ' .✓ I / 1\\\ \ \ / /' I V V V V V \ V V W W V W
50' MIN.
/ /' / //{•� /�' I '!T /I r � /�/V/ /V( .�� / � / �J I I1 ���/� MI \ � V V v V � V V \ \ W V V
/ ///V //_I_ ' M1• ))fI /'.G / \ / / / / 11( I/ // V V • V V V V V V V V V
' W ` ;{' ' W L �•/I//// ' ( \ \ ! I 1 `\,,/ /! /^' V ' \\ W W W W W W W W W \ W •�. 4• N/F NORR6 LONG
3 € »l 1 I ) 11/1////_J ( \\_ �\ \\\�.,.�,_ ll\e\ // / I (DB 288 O B45 SCR)
1V !/ I/lI \ el \` \ \I \�_ / 1l. /^ \ V W V V V V V V W W
O a sroN '::,. . .' `• A
.. . . . w �. - //- A /� SSEET 3 OF 3 FOR
O � `/ / I / 1// / III 11 I \ \ \ \\ /\ / / \ CONSTRUCTION ACCESS RIDAD
ZON \ I I I //! /1 1\\ \ \ \�-_ / / l
J[/V' SI
.':::}.Y:.'. \
PLAN ��
�/ \y �" 1\ + '
/ '/ 11(,1/ /\ `\ d!/ •r .v .e / / 'SOUTHEASTERNSEWER DISTRICTTj� /
STONE TO BE MINIMUM 6' ?NICK \ \ /( �\\\\ \ / /! W / /� IOU ( \ \_ -/ I I \\ \10 TS V W .4 VENT / WWTP SITE
/ POND_( I I r EFFLUEIRF
d/w /l //1 11 / W 1 \" 2 \ S \9 12 \ r POND
TEMP. CONSTRUCTION ENTRANCE 1 // /�//'%; � \ \ /y / ��%W ') I !' �; ' �° \ , h♦ / \ ` //
I / '11 'I J• V \ W �. _ _ e v / / .� / \ / ,�• / ) \ s zb p .7 `13\ i \ '. y J" W 'y W + •� \�/i i-� //� \ /t
NOT TO SCALE
14
��.v\ \; a•\ ...-F / ./ I 1 6 P ' \ \ 8 1 \\\ • ! /•. "' SEAPINES SUBDIVISION
`�\\\V\\\V (MB 1I PG 58 SCR)
TRL
\\ \\gP \\\ \\\ W 1 \+j 1. I / /' -' z /i7 SI f -� �/19 ( gTORA Zs 2 REVISE SITE LAYOUT 6 6 Ot
\ I"'� I 13 14 I .- \/•E? ,(4V I/ t REVISE IMPERVIOUS TAB WDC
8' \I \\ \� \I 1 (rl 1 12 \ j- ,8 t6 ti I4 / \ \ -�- �20 ._ - - u
f ROADS, AND LOT LINES 2 23 01
I 1 I 1 i / - 1 15 - _ i/ _ e ! by REV. DESCRIPTION REV.BY II
V.I 4' CONCRETE SLAB 1 I / `` 1 e ♦ \ - _s!� ` - { - \ f DATE
PER t' I 1/4' PER t' I ST. JAMES PLANT\ATPDN 1\i\
�-- -� SUBDIVISION
ANND
' ��"_\/ \\I J\ \\ •`• \1 \ n, ' 1 �8' 1� Z4 �• L - `•••s '„�y'\�,/L\T _ \ �`/ W v y J W IMCIN CWM EWIRVIt111ENK
78' COMPACTED ABC �C
TEMP. CONSTRUCtION \ \ \ _
ENTRANCE eK \ -_ - 2. y e / j UV=OFWNR
ESTIMATED LENGTH OF PATH 25,000 LF IVE \� r\ zsa CmP 1 \ r /f ,3 J 0- e i ; 3 z- �\ RUN OF'POTTERS BRANCH / = 7�//03 /(e.,
ST. JAMES DR \ C CTTdJ \ --- -/% ,* \ s 1 / /2-o9- �g
/ \ _�-- /--� N F BRUNSWCK REALTY
TYP. CART PATH SECTION O I. ' �- / , _ � W '� � \ / /
NOT TO SCALE I/� 1 \I\ W _ W, t, 16 W /l'� �) (MC 9 PC 17 OCR) /
1 8 ! /! All
J�// �• V\\ •v /,1.7 4• W •v W W/ �I � .6 .v h /
Ly ' W// W V V W ♦ \\�_�l�-_.Y'� W V V V //V •✓/!�, / ••/ / 21 C01P
� /` V W ��' V• W w♦'�'W y'' � 4//+' � � 20ST
Y iW J W\\L` _y 3YJ W /I' W W �/ W �! W I 1B t
_ 300 30r 600
17 PLA TATI0 N
(- { / / \'•T yy p ••D� / J• /W J• W !r- W y� y/ J• / W / , NCH =300
CCESS
/ \_///�+ W_el1• J•// +• /M -f V// W W V / A' \ _ bRIVE /•j• I ,J
sae / �,;,.��4. .vC✓LV'V / W /y/ -•\ r �/ 14 14 is PROVE
0D ' �I' W /!W L Vy ! / V Vy I• \ V / 71 5 � CAPE FEAR
QG®O J�� / Q W V/ W / //, / V / / n V V /I/ 1D 9 6 6 Engineering Inc.
L� COO e Q l////// r / !' / / /!! W . / I I _ 7 y �Mb�aMMMID 4,rJYRaaJtal YYVV ' • hstAL/ / - z CA Aa Mom Aa p"Am a�
NOTE: O� �! / N/F BEHELER , z4 P GENERAL NOTES:
SEE PLANS FOR LABELED DIMENSIONS
/ 1 3 1. TOPOGRAPHY DIGITIZED FROM BRUNSWCCK COUNTY ORTHO MAPS
/"� P BY MCKIM & CREED, JUNE 1996.
FLARED END SECTION PLAN ` _ / 1 I / l t8 t7 12 4 2. STORMWATER IS TO BE DIRECTED THROUGH GRASS LINED SWALES DRAM ROAMS: ROAMS PROJECT 700-14
�• 1 'SQy. Is t8 1 I tt 5 AND OVER GRASS AND NATURAL GROUND COVER, TO WETLANDS OE SMOM ' t�=
l �C' \ \ AND VARIOUS GOLF COURSE PONDS BEFORE FLOWING INTO
o1-A Lam`... 10 6 BEAVER DAM CREEK. APPROM : &MCAREE 0A1[: 06 0Ec ao
STONE 'D' 1 w !�-/ 7 , __ 3. GOLF WILL COURSLSO E PONUSEDS DEVELOPED
MANAGE STORDSCAPE MWATER AND PURPOSES
SIZE N/F THOMAS BOWMER �.. _ •$
SEC ION \ \ ! // s ! ( 4. THE CLUBHOUSE SITE HAS BEEN INCLUDED IN THE IMPERVIOUS
CLASS A 12' \ c CALCULATIONS. THERE WILL BE NO CURB AND GUTTER. AND
RIP-RAP DETAIL Cuss 8 18' I� EXISTING DITCH TO BE RELOCATED STORMWATER WILL BE MANAGED WITH GRASS LINED SWAIM
THE PLAYERS CLUB
CLASS 1 24' / N/F BENELER ALONG PROPERTY LINE 5. RIP-RAP IS TO BE USED AT ALL PIPE INLET AND OUTLET AT ST.JAMES PLANTATION
NOT TO SCALE / LOCATIONS ALONE ROADWAYS.
OAKWOOD GLENN SUBDIVISION 6. ROCK CHECK DAMS ARE TO BE USED AT THE END OF ALL GRASS
f (MB 'f' PG 59 OCR) LINED SWALES THAT OUTLET AT THE EDGE OF WETLAND AREAS _
TO FILTER OUT SEDIMENT BEFORE IT FLOWS INTO THE WETLANDS.
7• SION SWALE MAY BE USED IN LIEU OF SILT
FENCE P WHERE ORARY DRUNOFF CAN BE DIRECTED TOO A ROCK CHECK DAM. STORMINATER
CONTROL PLAN
PERMIT NO. SNB 961103
Pam= Mara aw ma-m-�
700-14 2 OE �: 1
I

60' RIGHT-OF-WAY 1 }� 1� ARBOR"c a„
50' RIGHT-OF-WAY 1 1 � c � % /j�llr / III S� nP
III 1` I III J (` ` I/ fJ/ !/ / J ��1 1 I \I SEAL ACCOMPANIES REVISION CLOUDS � qqr
\\, IXJ)( // ( 1 \ DEPICTING ACTUAL FIELD CONDITIONS. S�1fE y BEAVER DAL
�( n CREEK
ZO II1 l { 1 _J?I Boa r���- PLANTATION`
I 1 1 1 / I ✓ ST. JAMES U h
11�1 III r\\���/l // /_I (/ /%// / IJI 1\(� /r \I `�p%!s!'�`�'�CArnO•+ a
R -_ S.R. n02
(•) l 2 1/2" 1-2 BIT. PVMT. II%J� jII ,/I// lJd/ /�� �1 /l \\ � BUILT- UPON CALCULATIONS : Q `- ''-
II J ••T,=C.P�FESS/0�9.y.Y ATLANTIC INTRACOAST---
ROUTE EXISt. / / v/ / I) ( J 1 _ SEAL �RwAr-
1" PER 1' 1/4" PER 1' 1/4" PER 1' 1" PER 1' DITCH AROUN / / / /J/11l, / 1 1/I 1 / ` 028858
-.--- -► GREEN //!I / / 1 41 I �p VICINITY MAP
3: 1 TYP. 3:1 TYP. 3: 1 TYP. < _ - i / - �/// / / // 1/( I ! / I '•y�h GI I ��
\ , . .. ,. • .. .,_ , . . , b• ,. . \ \ - I \ / PREVIOUSLY APPROVED BUILT-UPON CALCULATIONS: NOT TO SCALE
/ � / / / / / w 11 / / I •• y
y ORIGINAL SUBMITTAL PERMITTED - 416.77 ACRES x 30.00% - 125.03 ACRES
`�,>�i`, /i\\/i�i�`/i�`/i?\t���i,\\i,\\�\\,fi;,C��r, r. �!\�/v\ \/\ \\ /\� '< \ \ \`(\� .- � l � Il��t. .� � t 1 I I / / ��`.•' � /
6" COMPACTED / n
/ 55.30
/ //1 / 1 I wi(j1//J / / / i OVERALL BUILT-UPON % 416.77(100) = 13.27% LEGBD
i// 111 � 1 W II IIIIJf/ 1/ l� !
TYP . ROADWAY SECTION
~/ -�
NOT TO SCALE / }\ I i / / Ili I I I I i / / 1 SWALE -
( / IMPERVIOUS ALLOCATIONS
30' / - \ / //1 /, 'y v / w/ // // / II LOTS 230 LOTS/6500 SF = 34.32 ac. R 4S, - --30
1 / ( ) o CONTOUR LINE
RIGHT-OF-WAY J \ / - / l l llIl,I / / //u/l / % J l / / 11 / ( GOLF COURSE CART PATHS = 5.35 0c.
I / / l 1/ / / / / / ( lJ / / / i GOLF COURSE HOUSE/PUMP STATION = .20 ac. 18'
GOLF COURSE FUTURE ALLOCATION = 2.00 0c. PROPOSED PIPE
/ �( I 1 I \ 1
18' ` I �w �. � 11 Ir � J l 11� / /�/ I l ROADS = 10.53 ac.
R WETLAND LINE
f SIDEWALK - EXISTING = .15 ac.
2 1/2" i-2 BIT. P T. i III I // 1 1 I I t I 3
\ W / w \ �- 510EWALK - PROPOSED = 51 0c.
1 ,( I i I i I i h I III / ,I I I w 11 ( 11 \ \\ / / MAINTENANCE BUILDING = .12 G.0 8'
• 1/4" PER 1' 1/4" PER 1' 1" I `� I l 1 / J J I \ \ \ / DRIVEWAY AISLE & PARKING FOR = .50 ac. R R`30• EXISTING CREEK / DITCH
1 PER 1 �_ __� PER 1 / I ��� / I I J I I / / / 1 I I 1 \ ) I , i / MAINTENANCE BUILDING 50 18,
3: 1 TYP. 3:1 TYP. �i" 3: 1 TYP. 3: 1 TYP. (/ / } \ \ , /j / I� , w \ 1 I \ \ \` 11 /I / POA FUTURE ALLOCATION = 10.00 0c. 'L� `LO
i
\�? \\ I \ \/ / h>` \ a\�\\"^\\'�\//• /��/r.//✓iUi \i:� 7an
vm/
I / f\ // w \ \ TOTAL = 63.68 ac. 206" COMPACTED ✓�.// i /� \/n\.�\ t< i �' f ' 1 , /
% /1j) I \1 TOTAL IMPERVIOUS AREA = 63.68 ac.
161
TYP . ACCESS DRIVE SECTION �� // ( (% J4/ ! Iw 1 (w / j�/%/�/ \ 1/� TOTAL PROJECT AREA = 399.89 0c.
NOT TO SCALE /% 1 l / fi/ �� I / 1 / /i i 1
ilk l/w// ,%/( (� _ l/ l IMPERVIOUS AREA
11 � //� / �i//� ) w /j� w Il�j I /'\/ BOF� C EEK \� TOTAL AREA (100) _ % N�y1E�
L/J (/ I i j� ///�/ w 1wI1I I f. �Sk1i31 vVi ION /�! / 6 3.6 8 ac. (100) = 15.9% ....
' J/ t '/ //' BfiAV i�/Dfj<N A'RTNERS, LQC �/ 399.89 ac. YP. CUL DE- SAC DETAIL TYP . EYEBROW DETAIL
NOT TO SCALE NOT TO SCALE
(MO, IY7 150 B.C.R�
N /
I.v w w w w w
v� .v w w w \ w w w w w w
50' MIN. _ // / _ - / r / / / / / . I / / -'r"�'/A
1 / \ / w w / v, --Q w w w w w w 14. w w
// /w \ ��• / // I w / r / // u / l / / / I i hI / D J/ �/ /`� /// \ 1 w w w w w w w w w w
w �!-�- w I iw I/ w/ //// // i / w/ / ( \\ / (/( ' 1 \ % //%-/ w / w \ w w w w / w u w w \w w w w N/F NORRIS LONG
3 f w / / w �/ .� ///// // \ _ _ \�\ �� 11\�" // / w I �� \ w w w w w w w w w w w w w (DB 266 0 645 BCR)
o w w 1 ( l II / I / /��/ \' � \\ \�� �. _ - / 1� //,/ w , /% /� \\z'h� ` ` w w w w v,. w w w w w w
` p (n z ( w } 1 I 1 I / J \ \ 1 / w c� w w w w / w w w w w w w
. . . . . . • . • ) 11 \ ) \
#4 STONE ' :::::.:.': . '. '' OI w W / !y / I / i i y 1411 II 1 1 \ \ 1\ �J1/ �� f /` A \ w w v v w v w w v \
awc=a / \� �� 1 I r / w I w/ w /II ! ) 1 } \ \ \ �` y i / ^ / ///// / �2 v\ S"EE WET 3 OF 3 FOR w w w w w w w
Z . . .. N o �/ / \ 1` Ct�NSTRUCTION ACCESS RbAD
N (��`x > i 1 + / $ /w J / //� w ///// l Ji%/) ✓ ��) /i / / 51T \ \ w \ w w w w w w w /)v -
. .. . . . . .. . . ... . . . . . . .. . . . .. . . .............
IV
PLAN �1�� 1 / '� / �/ / // / 'j - l l l J 1� 1 p .� Y v
W 1 / /. / all I / r II r r R w w /
/ , \ J rSOUTHEASTERN SANITARY /
" / w \ \� \ \ w / / I w I 1 I w w III (a / \ ~ \�--- / w w w SEWER DISTRICT ,
STONE TO BE MINIMUM 6 THICK \ /_ / / w\I \ \ \ /' / // �i'7 i IW Q 111 I I II } , �� Y / \ \ \ M/TS w w !EFFLVENT / WWTP SITE
\ 1 7 I 1 \ ' ' / /• w 1111 }\r _ 1 I JI 1 2 / rl \ EFFLUEN �10 1 w w STORy►,GE
w / ( wl I \ \ �./ / % / ( I I 1 ( `POND • /2 S \ l POW /
/ ' /� /�Z
w I \ 0�1 9 12 ,TEMP . CONSTRUCTION ENTRANCE , , / \ I , 2 2� 1 2 ,�, , \ w w
NOT TO SCALE / 14
Y
I ( r \ w \ w v - v egg \ 3 ✓ "
ls'CVP 7I •ic / . s° / 1 •, I 5 t�i I Q ••�'� ��, ,
\ \ / } \ � 4 P J �- 53 \ � �• � SEAPINES SUBDIVISION
\w \\ w w/ } �1 11 2 ,\ 0 ( v I` _ 17 J /� - (MB 11 PG 58 BCR)
TRL
l ta4 EFF�UE , 6 6 01
w `�wl 1 1 ( / .� ,. _ _ .� ••�/ 1 8 W'�NL ,� � 1 52 / I / ( SybRAG 26 f.. ,•-.•.d-.
� / 2 REVISE SITE LAYOUT
r
REVISE IMPERVIOUS TABLE, WDC
81 / \ \\ \ \ \ I v \� II 'I HOLE 12 13 �- t 6 15 14` Is / - - 20 . . 1/ � /// 1 ROADS, AND LOT LINES 2 23 01
-/ REV. REV.BY
1 \ \ iv 1 I J I / - - �►a 40 - - g 8 _ / „� # DESCRIPTION DATE
4„ CONCRETE SLAB I I \ \"\\ 1 \ \t . I u w\ I % . j5n 8 < ' ' 48 47 r \ ` t'' \ ( 4 9 2
v _ N REVISIONS
1/4" PER 1' I 1/4" PER 1' I ST. JAMES PLANI1ATI�N I\�\\ i� \ } w \` - �0 1 POND .- ?, - _ -- 1 3- / / U r MOON
ROVED
• --- ---•- SU B B I VI S I ON I ' \ `� \ • Ad
J 1 \ \ 1 1 \ / ' i1 4 s P _ ~ - _ ` _ ,• �� NORTH CAROUNA ENVIRONMENTAL
MANAGEMENT COMMISSION
rn
BMSION OF WAT UAII
6" COMPACTED ABC ��"� / \ 1 q\ /\I� \ 22 \ - 1 �4, + / Rl5'cm I 23 24 28 - - - " w 14, 4, �) afa w w w w G
TEMP. CONSTRUCf!(N4 w., , \\ \�"i9 zs �� 1' _ 1F \ 1 6•c P w w w �
ENTRANCE
ESTIMATED LENGTH OF PATH 25,000 LF �y w1 a13o Our �\ - - / - \ t3 2 w a4 s- a _ - 2r \ �- RUN OF\POTTERS BRANCH / 2 -06 - z6�
MES DRIVE- 1 �� Lam ^� �✓ � s /
TYP. CART PATH SECTION ST. sA )^ ' ' / 1 \ � - _ _ "� G �+ , w ~ - \ z \ % N/F BRUNSWICK REALTY / z
NOT TO SCALE O 8 ( 1 \ \ \ ` -w w w f 1S w w s,` w \ � ) ( ) / p
\ w 1 \``` MC 9 PG 17 BCR
1r w w �lw w /w / ( z
w 17 w w w w wj /wl w /w /
l/3/ r� w// w / �� �_ Svc - �V` w w w w ,/w �/ /li w / / 21 „C
w w� � w w w w w v - /w 20
\ r = J w w�� y v ye/ w /r•d w w - -4 w 0 w w / 18 / 300 0 300 600 S1
POND�'1 / w , w w w /' w w ,✓ w / w / PLA TATI O N
" / �� k-- ' W /✓ R , 17 / 2 1 INCH =300
5' MIN. \ / / O // CfL� - _ / w // w w w / \\\ DRIVE / ��� �/ 13
✓ w w w
O ° . . p� •s i// _ �-� -w w / w w w / v / r y \ "B" // 11 12 14 15 4 NORTN PROVE
!1 00 g 0 w /w /w/ w 4, / w w ,✓ \ w / MANA3 CO
O✓ / 5V CAPE FEAR
c o ® / _ �} / DIY181 N D aW ItY
- -- ---- o 0 Z �► - - - _� w w/ w / - w w ,D / Engineering Inc.
m°®0 / / // w/ / // / w / 1 / / 9 8 6 3mm9wD.nr.Dft sutla0 MNNMCIWMha
7 W**1001s,N.C.28109 SC 2m
Q ?EL (G!O)720d66t TFL (!by diblBOf
O / / ///i// / / .•2 1� w .s y �M FAX(1i1G17 a*w BG&m
NOTE: O °o0 ,/' N/F BEHELER / 24 2� 2 P GENERAL NOTES: ►, •�,,.�p,�nB•wm
SEE PLANS FOR LABELED DIMEN51oN5 I 3 1. TOPOGRAPHY DIGITIZED FROM BRUNSWICK COUNTY ORTHO MAPS
FLARED END SECTION /~ PO - 4 BY MCKIM & CREED, JUNE 1996. DRAWN : P.DAVIS PROJECT
PLAN \ \ 2. STORMWATER IS TO BE DIRECTED THROUGH GRASS LINED SWALES 700-14
I ti / 18 17 16 15 1d 13 12 11 5 AND OVER GRASS AND NATURAL GROUND COVER, TO WETLANDS DESIGN : P.aAves NUMBER : "
\ \ \ AND VARIOUS GOLF COURSE PONDS BEFORE FLOWING INTO CHECK : S.MCAREE SCALE : 1*-300
OND `® ` \ / 10 6 BEAVER DAM CREEK. APPROVED : S MCAREE DATE : Gs DEC oO
3. GOLF COURSE PONDS DEVELOPED FOR LANDSCAPE PURPOSES
STONE "D" 7 �. WILL ALSO BE USED TO HELP MANAGE STORMWATER AND
SIZE N/F THOMAS BOWMER -
\ `� 1' SEDIMENTATION.
SECTION " I // • III 4. THE CLUBHOUSE SITE HAS BEEN INCLUDED IN THE IMPERVIOUS
CCLASS ALASS B 18" PR J C LIMI S /J \` �' cpP CALCULATIONS. THERE WILL BE NO CURB AND GUTTER, AND THE PLAYERS CLUB
RIP - RAP DETAIL " r EXISTING DITCH 70 BE RELOCATED STORMWATER WILL BE MANAGED WITH GRASS LINED SWALES.
CLASS 1 24 /l N/F BEHELER 1 ALONG PROPERTY LINE 5. RIP-RAP IS TO BE USED AT ALL PIPE INLET AND OUTLET AT ST.JAMES PLANTATION
NOT TO SCALE / LOCATIONS ALONG ROADWAYS.
OAKWOOD GLENN SUBDIVISION 6. ROCK CHECK DAMS ARE TO BE USED AT THE END OF ALL GRASS
(MB "T" PG 59 BCR) LINF WETLAND AREAS r ""N
TO EFIILTER OUT SEDIMENT BEFORE D SWALES THAT OUTLET AT THE
FLOWS OINTO THE WETLANDS.
/ 7. A TEMPORARY DIVERSION SWALE MAY BE USED IN LIEU OF SILT
FENCE WHERE RUNOFF CAN BE DIRECTED TO A ROCK CHECK DAM. STORMWATER
CONTROL PLAN
PERMIT N0. 5W8 g61103
PROJECT NUMBER 9FIEET NUMBER
700-14 2 OF 2

�SUPPLY
Deviations from Previously Approved SW8 961103 MODy N.
�Q� ARBORSO
CURVE TABLE CREEK �rpP
For clarification on stormwater measures, please see sheet 2. S17E eEAYER DAM °Rr
This list is meant to document field revisions from the CREEK
modification dated 06-08-01 and show the approximate ST. JAMES ,
Curve Number searing Distance Radius Length ro
Ct S0617'01`W 110.0 415.60 it .32 IOCatIOnS On SUCK revisions. PLANmnoe o, M
?'
2 s4 '44'27"w 34. o. 0 1. 2 30" CMP, 2 60" CMP instead of 5 36" CMP as S.R. noz
541
C3 15'39"E 49.36 0.00 57.97 ( ) ( ) ( )
shown on previous plan 4TL ^COASTAL WA
LINE TABLE 2. 15 CMP instead of 24 CMP as shown on previous plan rEtwnY
3. 18" CMP instead of 24" CMP as shown on previous plan VICINITY MAP
4. 15" CMP instead of 24" CMP as shown on previous Ian
P P NOT TO SCALE
TAG BEARING DISTANCE 5. 15" CMP instead of 24" CMP as shown on previous plan
L7 N10'34'47"E 9..7 �' �. BUILT- UPON CALCULATIONS. 6. 24" CMP not installed as shown an previous plan
L N75'17'58"E 3. 2 b
$ : 7. 15' CMP installed under Millwright Circle
L3 N3412'30"E 59. 1 °j0•u
L4 sar59'sa"E 66. 4 B. 15„ CPP installed between lot 6 and 7 from Millwright
L s01.48'04"E 48.77 r Circle to unction box with rate, across golf course IND
L S35.27'05"E 3 . 6 r PREVIOUSLY APPROVED BUILT-UPON CALCULATIONS: 9. 15" CMP junction
under Millwright Circle, between lot 22
L7 S25.22'31"E 60.17
L s74os'ts^w 5 . 1 �� ORIGINAL SUBMITTAL PERMITTED - 416.77 ACRES x 30.00% = 125.03 ACRES and 12
L S49'51'33"E 49. 9 x 1Q. 15 CMP installed under Players Club Drive between lots 22 PROPOSED BOUNDARY
10 N09.21'04"E a Hole �' �' �' OVERALL BUILT-UPON % 55.30 (100) = 13.27% and 49 OLD BOUNDARY
L7 N13'53'12 w 416.77 11. 15' CMP installed along Players Club Drive, between lots
�s 22 and 12 instead of 24 CMP o; planned, connects to
1 N64'00'45"E 7,6 � Y W bullet item 12 "
� 3 N72'O6'6Y"E 40.05 �
S12'1679"E �, �, 5 �, 12. 18" CMP installed under Players Club Drive from lot 12 to
6 S44'00' 2"E a IMPERVIOUS ALLOCATIONS y
L17 Sir48'42"w 31.26 6 drop inlet listed in bullet item 14
LOTS (230 LOTS/6500 SF) = 34.32 cc. 13. 18' CMP installed between lot 42 and 44 to pond.
L 8 S35'41'47"E 3 . 6 r
L S28'10'27"W 53.99
o S70'50'27"w 61.34 W W GOLF COURSE CART PATHS = 5.35 cc. 14. Drop inlet with 24"x24" grate installed.
L soo'28'40"E 31.77 ,� h+ .rd� 15. 18" CMP omitted instead of as shown on previous plan
L 2 S42'52'44"E 25.44 r� GOLF COURSE HOUSE/PUMP STATION = .20 oc. „
L 3 s04.07'37"W 39.12 W 16. 18 CMP omitted instead of as shown on previous plan
L 4 S30'03'11"w 39.54 ® GOLF COURSE FUTURE ALLOCATION = 2.00 ac. 17. 15" CMP installed between lot 35 and 36
L 5 s49'0951"w 31.01 so"Jai 9 4 W ROADS = 10.53 ac. 18. 15" CMP instead of 18" CMP as shown on previous plan
L 6 S0215'33"w 29.41SIDEWALK - EXISTING = .15 cc. 19. 18" CMP omitted instead of as shown on previous plan
L26 s31'Irt 9'47•w 87,74 14, SIDEWALK - PROPOSED = 51 ac.
L 7 s 'oo"w 48.86 20. 18" CMP omitted instead of as shown on previous plan
� .
L29 S4722'03"E 19.4 ,, „ CMP installed under Players Club Drive from lot 29 to
L30 S69108'49"E 32.94 `e - MAINTENANCE BUILDING = .12 ac. between lot 19 and 20
L 1 S32.48'12"E 28.50 � DRIVEWAY AISLE & PARKING FOR = .50 ac. 22. Open Swale between lot 19 and 20
1-3 $2 W 3669
L33 S64*454'45'34"W 28.26 MAINTENANCE BUILDING 23. 15" CMP instead of 18" CMP as shown on previous plan
�' �'
L34 s08'28'45"W 29.93 c " POA FUTURE ALLOCATION = 10.00 ac, 24. 24" CPP installed from pond to roadside Swale between lot
L 5 S43'18'53"W 15.00 11 and 12
L 6 N87.20'55"W 22.95 ✓ . r'e s50'30'43"w 22.92 TOTAL = 63.68 cc. 25. 15n CMP from roadside Swale to pond
e S57'30'11 E 23.40 W 14,
14, 26. 36" CMP omitted instead of as shown on previous plan
L s14'07'05"w 25.99 27. Pond relocated from behind lots 24-26, 30" CMP omitted
+ s26•26'00"w 39, #15 H e,� H e 3 9 TOTAL IMPERVIOUS AREA = 63.68 ac.
L 1 S02.47'00"W 24.31 d v TOTAL PROJECT AREA = 399.89 ac. as shown on previous plan
L42 S1i'29'53"W 98. W x 9 28. 15" CMP installed under Regency Crossing from lot 1 or
43 s68'44'29"W 3 .06 common area
L So0.02'06"W 26.21 ® v�cv v. IMPERVIOUS AREA (1 QQ) 29. (3) 24" CPP installed under Regency Crossing to wetland
L S6455'19"W 31.76 ,p 5, = %L N33.33'26"w 26.91 �, ,� �, TOTAL AREA 30. (2) 36„ CMP omitted instead of as shown on previous
L47 S73'00'27"W 31,07 ? �, plan
L48 N65.42'53"W 42.83 y � 63.68 ac. 31. 18" CMP installed from roadside Swale to open Swale
L N77.32'37"W 3 , 5 J'� .9e' 38 (100) = 15,9% P
L50 SOa•21'5T"E 14.35399.89 ac. 32. Open Swale between lots 3 and 4
s39.04'e4"W 41.99 `'a v ' 14, 33. 24" CMP omitted instead of as shown on previous plan
L 2 S2419'12"E 31.45 get 34. (2) 24" CPP installed under Regency Crossing from
L53 s03'44'30"w 53. �� W ' between lot 7 and 36 to between lot 6 and 1
L 4 ss7ao'zt"w 62.3e � �`"` 11, OLD BOUNDARY 35. Open Swale between lot 6 and 1-2-3
L 5 N26'12'07 W 32. 0 �,'P .aAr „ „
6 36. 15 CMP instead of 24 CMP as shown on revious Ian
s57a1 2ow 7s. a
W � PROPOSED BOUNDARY
P P
L57 N61'5705 w 45.73 g , 37. 15" CPP installed between lot 8 and 9
38. 18 CMP installed under Regency Crossing from lot 23 to
L B 52119'78"E 56.50 �' �' vtd`r' �' i „°De Rry� "
L59 S7513'37 W 53.64 IL, ,I, e ,I, 14� 4y W between lot 20 and 21 instead of 30" CMP a3 shown on
L 0 S8230'50 E 43.87
L61 S05.35'07"E 83.87 C v. W y, �'ro; previous plan
L 2 N79'04'1O"w 55.25"W 42.59
so7zrlo old #16 '1�, ♦ 39. 24" CMP installed along lot 20 and 21
L 3 S L. + p ♦ 40. 15" CMP Installed under Access Road B
L + 5301759"w 41.75 § I 41. Open swale between lot 3 and 4
L65 S79'1338"W 55.30
I>< 42, Pond expanded
L66 514.54 60,54"W 60,81 � v� .v .t. 9 �� ,p � �
L 7 S13'13'06"w 96.28 $ 16 i 43. Open Swale between lot 21 and 22 omitted instead of as
LISS S3616'07"W 31. W g 1� o
' o shown on previous plan
L s S12.4zoo"w 57.t1 0 44. Pond omitted instead of as shown on previous plan
L 1 Ste•05'22"w 4.38 P P 2 ADD LINE TABLE, METES AND TEH
1 N80'27'22"W 34. 8 ,I, ,i, ��
L72 S41'52'26'W 7 ,94
L 3 s07a24s°w 26.2z �S ole § 4 /�TIr BOUNDS, & DEVIATION LOCATIONS 10 27 08
L 4 N8825'10E 48.61 �° a ^' W W W 1 ADD WETLAND BOUNDARY TEH
75 S4515's2"E 12.37 �,s .firg �� W 07 01 08
LIU $50'24'01"W 40.30 .t y, ,i, �, '7• ♦�+
L 7 S83'33'21"E 20.39 ,�'0 ,9w 0 �$ 1s W W a REV. REV.BY
L78a §i Sout east Brunswick DESCRIPTION
N43'2241 E J .� p RB K qq Clubhouse Site ` �� �' �' " # DATE
L79N43•z2'43E „K'` ,� ,�,"R BD I N .�•"" 1- � �. °°' + ' x W SeweanTQeatmDlenticP ant REVISIONS
0 S46'37'17"E 10.89 ,�
L 1 S44'56'02"E 58.88 '4, 4 y t
L82 N15'03'46"W 99.47 * r4" £ H 2 +} •yt 10
,nrss� ' 9
3 N07ro7'55"W 28.74 9 � � � �n �TMy °,w 11 .v w
L N35.03'47"W 62.9 ,g 26 .oee,°� J`LM
L 5 N61ro6'524W 68.26 a �' J" ` �' 6
L87 N1118'52"W 58.86 V J, v� .t, v� ^Ov 24 28 29 1 13 (� # 8 JpQ,'C SA
� 25 "^Aea 1 12 � � �9 �eeNuuw� io-31-0"
Ole, 1 v. v �
L88 N04.05'14 w 40.33 E 1 W W � � 44 23 57 2 W W 41
L 9 N40'53'33 W 75.73v w W Ole �` 9 10 9 30 19 3 4 P t 4, 14 3 ?QQ• '�9�'Y
L90 N50.49'41 W 53.34 .� e 8
L91 N72'39'46'W 65. 3 0 .I, \, ,t, J, g 7 22 56 <�K'/'0' 18 1 5 15 t ��58 -
L 2 N81'26'54"W 32.75 4, �, VZg Hole #16 6 G1701e 0 55 Co 32 6 ei t4i`
L 3 N4637'19"W 37. • y w W w n '' 5 54 rt 16 asayr �.P O
L 4 S23'04'28"E 74.8
L S231 o'45`E 89.01 v O 4 r 20 21 11 12 49 PI 18 53 17 4ae,
LOS NOiroB'a9"W 6 .82 Ho #17 3 ���'� 19 2 50 51 52 C,So�e
Ls N011916"w 35.22 18 -1 35 18 26 Hole #2
` L98 N83.35'370E 71.87 v� v w
N0824'23w 60. 0 4r4 14 2 17 14 13 43 Fleldsto�0 i 36 yw`� 6 19
L700 N71'45'07"E 39.6 v' �' �' �' 13 15 0 25
37 G� 7 20 27
Lt 1 N05'31'43E 39.40
L7 NOO59'01 E 9.10 3 12 75 1 16 42 39 38 28 24
to N07.07'30"w 1 a w � 4 9 10 11 45 4 44 41 40 5 8 /0 23
L10 N15'02'42 W 37.31
< .. 2 6 7 8 rive Gt 2 qt 46 m c° 4 9 10 11 12 rg CIOb 29 22
L705 N2troz'a1"w 9.10 w � � � /
L708 32*37'59"E 34.15 r 5 48 ---'-"c . Hole e
N32'3T57 W 34.15 1 S C1Ub p 16 3 13 4 21 �
1 N39'14'04 W 49.92 § v ,r, Player 20 17 27 O 2 P 15 16 17 20
Lt N4546'28"w .21 p 25 24 19 18 23 1 8 19 /
` 1 N49'35'54"W 16.25
L111 N45'5706"W 53.20 g 1 31
L7 N36'08'56"W . 5 $ v .v 26 23 21 2619 20 27
u N27a7'to"w 3 .6 E� 30 22 25 22 23 24 25 26 J Hie #3w y
L11 N21'01'48"W 35.41Of
.. L1142.65aid w31`o,w v, eerevw'° .v d°.a x4ee N13'484a W �F W z9 2a ,2 P L A N TAT I O N
L116 N04'S9'00"W 8 v, � W 13 Woy 2 ,\ °a.re °ew+
1 NO3.52'06"E 42,91 1t PI 6 '+�
L1 Ntt'51 38 E 43.50 it w w ,1� 10 dd
L119 N19'02'24"E 4.13 10 Hole #8 14 9 7 4 3 `d RUN OF POTTERS BRANCH
t 0 N24'25'05'E 24.04 L 9 � � w .I. 6 5
Lt 21 N3213'37'E 50.62 Li 2 N41'32'47"E 33.86 29
Lt 3 N4712'00"E 17.43 Gc ./ w .i. w �. 300 0 300 600
L124 N52.23'35"E 2 .68 7 O Hole 7 16
L7 5 N5815'26"E 23.52 ��r4g p 1 �✓ w 18 w .i. .i. ,I, �� v� w �
L726 N63ro9'22"E 2 .93 ,� BAR SCALE 1°=300' coastal Land Design, PLLC
L1 N59'41'WE 45.23 " 1 5 w w
.Li 9 N4112'43"E 7. 8 `"�-_/ 21 -
L130 N35'20'03"E 18.29 3 u. �✓ w w .� v� W w - �y .I, w w w y, 31 Civil Engineering/Landscape Architecture/Construction Management
L1 1 N301116 E 22.12 't" ^ P.O.Box 1172 Phone;910.254-9333
U32 N23'31'20E 73,84 \ 'gr2 w ,� ,� v, v w �, �, �, 20
L733 N1716'35"E 46.00 J 19 Wilmington,NC 28402 Fax;910-254-0502
L734 N12'52'24"E 38.57
L735 N09'05'52"E 33.96
Li 36 N0534'50"E 33.56 / W W W Q 17
1 7 N1316'58"E 74.87 '�y 0 2
U38 N28'31'09"E 45.97 t f �, +
L139 N3934'05"E 41.83 16
u40 N49.11'59"E 34. 4 " Pla 3 N/F DAVIS HERRING AND MARL CHILDS DRAWN T. HOBGOOD PROJECT
le ## 13 DESIGN T. HOBGOOD NUMBER : 200-07
L741 N5617'02"E 20.81 R
! '27'o E =� w w w 12 14 q „ ,
N503378 E ��� �..H le a5 ,5 NOTE: CHECK J. PETROFF SCALE 1 =300
u 4 N46.36'30"E 44.65 „� ere a3 s WETLANDS AS SHOWN ON EXISTING PERMIT SW8 961103. APPROVED : J. PETROFF DATE : 21 OCT 08
L145 N41'35'S4"E 51.51 w v� w u �, ,p`e° �, 4 6 d/ord
u s N3614'02"E 51.44 "°w 40 " 10 c% 6 FILE NAME : Y: \200-07\Players Club Mod
L747 N3227'43"E 20.95 lays, `r' � 7 w 9 6 35
Li48 N3310'44"E 39.66 7
Lt 49 N39'41'10"E 28.44 38 34
L750 N42'24'10"E 12.45 2 23
L152 Nee es 5 E 69.44 NSF q,J. 1 PI 1 33 34 35 36 1 2
L753 N18'59'04`E 70,13 RO(3gINS a 43 39 Re9enc 3 ST. JAMES PLANTATION
Li 54 N70.55'18"E 74.50 -�_ 22 y Crassinq at "r
L7 55 N0511'31"E 65.45
LI56 NOo14'12'w 67.14 Hole #5 21 20 19 36 Pao 4 layers CIU�
L757 N0423'44"W 34.45 18 17 16 15 14 12 11 5
Li58 S73'09'39"E 50.31 42 13 10
6
N/F BEAVER DAM INVESTMENTS LLC W 37 9 6 7
Stormwater Management
ee/pe'lew elree'W'M eWV�.b'X .._ ___ _-.__
,u.°° �� �'•'° Plan Revision
FOR REGULATORY REVIEW
NOT FOR CONSTRUCTION
JOB NUMBER SHEET NUMBER
200- 07 1 Of 2

�St/ y
�I`y N,C III
�\4, ARBOR
CREEK h/P
BEAVER DAM
CREEK
ST. JAMES
PLANTATION
v M
S.R. 1102
ARANIIC INMACOASTAL µWAM?WWAY
BUILT- UPON CALCULATIONS: VICINITY MAP
Hole #14 NOT TO SCALE
fl
LEGEND
PREVIOUSLY APPROVED BUILT-UPON CALCULATIONS:
1010 MIN INS M 41111 PROPOSED BOUNDARY
ORIGINAL SUBMITTAL PERMITTED — 416.77 ACRES x 30.00% = 125.03 ACRES
OLD BOUNDARY
OVERALL BUILT—UPON % : 55.30 (100) = 13.27%
416.77
IMPERVIOUS ALLOCATIONS
LOTS (230 LOTS/6500 SF) = 34.32 cc.
GOLF COURSE CART PATHS = 5.35 cc.
GOLF COURSE HOUSE/PUMP STATION = .20 ac.
GOLF COURSE FUTURE ALLOCATION = 2.00 cc.
H e #15 H e #t3 ROADS = 10.53 cc.
SIDEWALK — EXISTING = .15 cc.
SIDEWALK — PROPOSED = .51 cc.
MAINTENANCE BUILDING = .12 ac.
DRIVEWAY AISLE & PARKING FOR = .50 ac.
MAINTENANCE BUILDING
OLD BOUNDARY PDA FUTURE ALLOCATION = 10.00 cc.
PROPOSED BOUNDARY
TOTAL = 63.68 cc.
TOTAL IMPERVIOUS AREA = 63.68 cc.
TOTAL PROJECT AREA = 399.89 cc.
Hole #16
o ♦S IMPERVIOUS AREA
(100) _
TOTAL AREA
�, 1
! 9 63.68 cc. (100) = 15.9%
/ m 399.89 cc.
ole #12
04 ♦ a
0 RB I Clubhouse Site ��� Southeast Brunswick
BD N I / Sanitary District
o ♦ Sewer Treatment Plant
I
H 26 � 'p n
� s
2411k 2 z6 2y ' 1 z 7 1 0 Hole #t R DESCRIPTION REV.BDATE Y
Hole #11 s 6 t0 23 57 3 { 4 to REVISIONS
0
Hole #18 6 7 Otte 22 565 < -7oo c�31 32 4 5 s 16 ,``� ,CA RO`t�y6 //og
5 54 Y
O O 4 SS/�
4rc'. 20 Z1 11 72 49 53�0 33 t7 �y�'�i.
Ho #17 6 3 �� 19 56 51 52 GKa 34 ? �QQO �9<'Y
to 35 18 26 Hole #2 _ SEAL
2 t7 14 13 43 F/el dsto�e 36 ��� 6 19 - OZWJB
14.
13 14 75 27 25 S�t11� 0�;-'
v
12 1 16 42 39 38 7 20 28 24 1�•�.t`R MCa+I �,�Q;�p
3 15 44 41 40 6 23 •'•FY
9 10 11 45 5 )o
2 6 7 6 47
Hole ec° 4 9 70 11 72 s Ao6 / 22
29
5 Club DTive 16 e 3 13 14 a 21
? 1 P10YeT S 20 17 C_ C 2 15 16 17 78 19 20
0 25 24 19 18 1 APPROVED
31 21 19 20
v 26 23 21 27 NO MA AGEMENT COMMISSIONAL
a22 27 22 23 24 25 t Hole #3 DIVISION OF WATER QUALITY /p
29 28 12 a FuKKrO woy Date
v� 11 13 t1 10 2
�G�z� ��'f���,
tp Hole #$ 74 9 8 7 6 5 4 3 RUN OF POTTERS BRANCH $tprmwater Permit No
o- 8 15
o4O4�� 7 O Hole #T t6
p 1 a 18 PLANTATION
5 17
4 21
3 20
O2 19
1 18 1
Coastal Land Design, PLLC
17
2 Civil Engineering/landscape Architecture/Construction Management
16
PIG 3 N/F DAVIS HERRING AND MARY CHILDS P.o.l3oxtl72 Phone:[phone]
Hole #4 13 Wilmington,NC 29402 fax:[phone]
12 14 4
Hole #6 5 71 15
5
{ 7
6 DRAWN : T. HOBGOOD PROJECT
3 9 6 7 DESIGN : T. HOBGOOD NUMBER : 200-07
23 CHECK : T. HOBGOOD SCALE : 1'=3w,
�l/F 2 33 34 35 36 2 APPROVED : T. HOBGOOD DATE : 19 MAY 08
A.J. pC3BINS 1 R` e 1 3 FILE NAME : Y:\200-07\Players Club Mod
22 21 Y Croas� p{ �'•�0
Hole #5 20 4 i9 76 17 16 15 14 72 17 & 5
13 10 ST. JAMES PLANTATION
6
9 7 N/F BEAVER DAM INVEST':•=" Players ClubTS LLC 6
Stormwater Management
N/F JOHN CHIULLI AND SAMUEL CERNUGEL
FOR REGULATORY REVIEW Plan Update
NOT FOR CONSTRUCMION
" NUMBER SHEET NUMBER
200-07 SW1
r

CERTIFICATE OF ACCURACY & MAPPING GENERAL NOTES: N
I, David B. Flo do certify that this plot was drawn under —The contractor is responsible for the location and SuppLY / C2��
Floyd, Y p protection of existing utilities during construction. � p
my supervision from an actual survey made under my For location of underground utilities contact U—LOCO 0
supervision (deed description recorded in Deed Book 1785, at 1-800-632-4949.
page 540y, that the boundaries not surveyed are clearly _Q�
indicated; that the ratio of precision as calculated is —The contractor is responsible for the repair and
1:10,000; that this plat was prepared in accordance with replacement of any utilities, curb & gutter, pavement v 5I
G.S. 47-30 as amended. Witness my original signature, etc. that may be damaged during construction. All
license number and seal this of February, A.D., damaged items shall be repaired to at least the quality
2005. of workmanship found in the original item.
D vId B. Floyd PLS L 40
5p 1102
NOTES:
—Boundary information referenced in Map Book 23, Page 219. Parcel ID: 2200002705
N/F
—Parcel #220KDO03. St James Developement Co. LLC A11,AN11C INIP2AC0A5fA, WA11 PNAY
—No N.C. Grid monuments within 2000 feet of this property. Deed Book 1407, Page 0984
—All areas figured by coordinate method.
VI INITY MAP
—All distances are horizontal measurements. NOT TO SCALE
—This property is subject to any and all easements
and right of ways, written or implied. 82037' W VO.W 5.0' Drainage &
—Survey reflects existing conditions as date of survey. — _ _ _ _ Utility Easement Legend
—This property shown hereon is located in a flood hazard zone I _ — _ _ • CALCULATED POINT
"A" community panel # 370295, panel 360, suffix "E", doted _ — —
4/91. I O EXISTING IRON ROD (EIR)
'ati SPOT ELEVATION
add B. Floyd PLS 36 I —�— CONTOUR LINE W/ELEV.
3 Rear Se I _
I Setback � LINE NOT SURVEYED
IMPERVIOUS DATA: I CONCRETE MONUMENT
—House 3,343.76 Sq/Ft I R/W RIGHT OF WAY
—Drive 1,112.63 Sq/Ft. I _ —
MARSH AREA
—4,456.39 Sq/Ft. Of Impervious Surface On Lot.
—Lot 23,070.97 Sq/Ft. -
-Impervious Calculation: 3,343.76+1,112.63/23,070.97=.19 I I — — — — — — — — _ — — BENCHMARK
—19% Of Impervious Surface I — — — — — — — — _
ELECTRICAL STUB
8.0' Side
Setback I I, I EM ELECTRICAL METER
I I I LIGHT POST
I I i
, I UNV
5.0' Drainage & I I 8.0' Side � UNKNOWN VALVE
Utility Easement I I LOT I Setback ❑B CABLE TV BOX I I I I ® CLEAN OUT
� 100.0' I
0.53 Ac.
I 23,070.97 Sq/Ft i 5.0' Drainage &
Utility Easement Scale: 1"=10'
II I 10' 5' 0' 10, 20'
II
I I I
II
I I I
I I I
I I f
I I I
� I
I II
� I
I II
I I
I I I
� I
� I I
I II I I
I, 12.3' I
I I
BRICK/
I I PATIO
I � 14.7 �A I I
I � 12.6'
o Q0 � �SUNRO01,
LOT 2 I �x 11.5' I LOTF4
N/F
Mark E. & Constance Zoenglein DECK \ � A \' . DECK co m Raymond J. & Lucille C. Wendel
Deed Book 1405, Page 0834 I ���� �- �� A �` I Deed Book 1936, Page I e 0465
51.0'
I
I � I
I
2 STORY
�i A/C UNIT pWELUNG
SUPPORTED FRAME
OM WOODEN V
i
PLATFORM
/ � I
i
29Y / I
I v I
�PORCH V0
20.0'
I ° I
ti I L4 ° > °
a I b CONCRETE
a a I DRN °
° �
I I ! I I
I I 24.9' °
I
15.9'
° — — — — o — - - -�
° I
I36.8' c >
I 1 I
30.0' Front °
I Setback °
—
I N 7' 02'35-E ° — —
CW79.85 CONTROL — — — — —
L.79.99' CORNER
( � R-260.00
cG� 5.0' Drainage &
Utility Easement
F
0
10
ROPO010551NG Fairfield W a V q M
I11� i 3�N pR1vR�0ENC� J 50 . 0 ' R W Private w
w vLi
D " SURVEY FOR:
s o y a
m M
Z
C
THE CLANK � nCnAuuiRopO> = ntation
A G �DUP O;oFESS r.
O Topsail Township Brunswick Count North Carolina _ c
O Robert h . mSlMan P P y Surveying �� v�s�ori _ Al. SEAL
II a ?� GP
m o 0 q ASbuilt Survey �`�- �`' PO BOX 101365 WIWWTON NC28404 = I. L-3840 `
`� 3713 Fairfield Way ti� �`� 9�Osue��y�'
Southport, North Carolina 2s4s1 PIS. 5 0.602,3300 - FAX.' 9/0,602.3975 °q��o B VV
.* a
p Player5 Club Pud 6

CERTIFICATE OF ACCURACY & MAPPING GENERAL NOTES:
I, David B. Floyd, do certify that this plat was drawn under -The contractor is responsible for the location and 5LP19L y NC211
my supervision from an actual survey made under my protection of existing utilities during construction. SD/E„pO
For location of underground utilities contact U-LOCO
supervision (deed description recorded in Deed Book 1488, at 1-800-632-4949.
page 1332); that the boundaries not surveyed are clearly
indicated; that the ratio of precision as calculated is -The contractor is responsible for the repair and
1:10,000; that this plat was prepared in accordance with replacement of any utilities, curb & gutter, pavement Q U
G.S. 47-30 as amended. Witness my original signature, etc. that may be damaged during construction. All IL
license number and sea his 9th day of February, A.D., damaged items shall be repaired to at least the quality
2005. of workmanship found in the original item.
Dodd B. Floyd PLS L- 640
NOTES: X Gs 4 Sp 1102
-Boundary information referenced in Map Book 23, Page 219, \� X 11.6
2\-Parcel #220KD017. GS
12�
-No N:C. Grid monuments within 2000 feet of this property. X 12.2 AtAWC INWOA5% WAMAYProperty Of St. James Developement Co. LLC GS
-All areas figured by coordinate method. Reserved For Future Developement 5.0' Drainage &
-All distances are horizontal measurements. Map Book 23, / \Utility Easement / VICINITY MAP
\ / I
-This property is subject to any and all easements Page 219 NOT TO SCALE/
and right of ways, written or implied. / I
-Survey reflects existing conditions as date of survey.
Legend
-This property shown hereon is located in a flood hazard zone /
"A" community panel # 370295, panel 360, suffix "E', dated _
/ • CALCULATED POINT
4/9 / / I
/\ ��' O EXISTING IRON ROD (EIR)
132 a
XGS Try. SPOT ELEVATION
Davi & Floyd L-3640 /�� / I x
/ 30.0' Rear
/ 11- CONTOUR LINE W/ELEV.
Setback
\/ -\IMPERVIOUS DATA: 14- LINE NOT SURVEYED/ -
-House 5,220.09 Sq/Ft. / �� ' Drainage &
-Lot 33,221.40 Sq/Ft. .,ot'� / \ �Sx' � ' II I 5.0� CONCRETE MONUMENT
Utility Easement R/W RIGHT OF WAY
-Impervious Calculation: 5,220.09/33,221.40=.16 !� /
-16% Of Impervious Surface / \ '-- - - - _ I -
/ \ - �
15-
MARSH AREA
15.9 - t -I- -
/ GS I I XGS 5 BENCHMARK
/ 16.0 � ' I
GS ' II I ❑� ELECTRICAL STUB
ELECTRICAL METER
jGS 9 ' II_14� LIGHT POST
/ �' e I I UN V
6• �' I 6� >1 UNKNOWN VALVE
/ i ' / ^ 6+ I I ❑B CABLE TV BOX
/ ro' � 1 8.0 Side
/ 15.5 16 '8 6� 6�• ® CLEAN OUT
/ 30.0' X GS / � ' XGS ^ Setback
I( _ 15- ^ I I
i ' ro ro' 1
XGS5 Scale: 1"=10'
15.8 � ' / /
14�� $ X GS GS 6 x 15 / / I I 10' 5' 0' 10' 20'
X140� 66 66 EC I I
GS 0%
rn A I
E I I
/ 9
I
IXGSB
o
l 2 S1 ��L\NG / N. II I m ti
0 I X16.7
30.0 Rear I I $� GS
Setback ^ I II
II
i
I I \ 24
I 1 1 9 0 2 g g
13.2 I \ �. I
X GS \ g.1 ��V I 7.8'
I \
s Y N3
I I \\ 13 f43' 69 " LOT 17
X 14.2 I `\ \ 0.76 Ac.
GS \ 33,221 .40 Sq/Ft I I
\ \ I I X 16.7
GS
GS LOT 18
II
X16 I Lawrence A. Jr. & Innes M. Crimmins
I I I
\
I \ GS
8 I I _Deed Book 1483, Page 0792
I XGS 16.8
I 17 GS X GS
GS \ \ I
�l)!t X 7 \
XGS I
I
64.7i . J I __XGSO
XGS1
\
179
XGS
MARSH LINE
II 114.7' / EM
X133
GS I \�\ / XGS5
I'lllc \�� ��/ / UNV ©
M 17.2
\30.0' Front W XGS
/ Setback 5.0' Drainage & /7 \
Utility Easement X16 9
X177 : /SGS 17.3 \
I \ \ EP 17.4
X176 EP
q I GS 16.9 17.2
�lllt I 14.8 \ g°je eeoo X
X EP
GS / X 14 8 /�P,2L eyp• GS TBM Elevation 17.38'
/ GS / 0 CT i:° Set on P.K. Nail
Benchmark By Others
I _ _
5.0' Drainage & 8.0' Side 15 _ _ / / 7.0
Utility Easement Setback I 7 p EP • •
I /
� - - - - - - - - - - - - - r 1 va t e D r I ve
L AIL
- - - - - - - - - - - - - - - - - - X G S 5 50 , 'L - - - 0 R W
�M /EP /
l/�J � EP
S 3gST04' E 12000'
WV
5.0' Drainage & CONTROL / Edge Of Pavement
Utility Easement X 15.3 CORNER
GS
17.3
LOT 16 XGS\6 EP
N/F
Linda S. Folger
Deed Book 1448, Page 0338 \ RECEIVED
FEB 2 8 2005
m s o y z SURVEY FOR:
� ZZ � 5t . amenPlantation � �THE //'� /���'� //�//�•.'/�° CLARK r / / L V L/ I r \i " GROUP`OV / ` - E...S CA
O '�
Topsail Township Brunswick Count North Carolina ;:QQ yam;
o N m ,. William MargaretCoggin5 p p y �P Surveyirng Division = SEAL
o N y _ ASbuilt And Topographic Survey `F o�y PO. BOX 10136, MWINCTON, NC 26404
3677 Fairfield Way ' •ia9�oL-3640iO�a
�`• SUR`1F;.•�
Southport, North Carolina 28461 PH, 9/0.602,3900 - FAX.• 9/0.602,3975 °',,q,,,... "FAO
Players Club Fuld - 5dlOn 6

d 7�
Z I
H '^
w �JJ
W
2
33 34
Section 30 35 36 37 Section 31
' \ 56 Lots 32 3s 47 53 Lots J
I St 39 C:)
45
JO 40 4344 5049 r Sanderlin Cam] WestJ Z
28 52 29 41 4z 51 Section 32A Q ON II
53 - Hole /14 56 Lots U a
Future 27 3 2 55 54 N
-De velOpT 2nt Future - 26 4 1
\` 2s s 56 a 6} Sanderlin Nortn
Development � 24 g oo � �- g
Section 9 23 J 38 }, J6 }g 34 84 fiz 61 / Section 32
\1022 8 39 J O 65 60 86 Lots
ale /1D 69 Lots 21 9 41 a0 33 /{/ 66 59 58
Section 25 0 ° Q
71 Lots Section 28 444 43 32 i 6J 515253 6� 5} Sanderlin East
38 Lots 11 12 13 19 II 4, 25 26 2J 28 29 }I 68 50 54 52 54 9 r
1 10 14 24 69 49 s5 p 55 Section L 3 2 B 3:
J 8 9 15 Ig 1) 12 4g J g 30 J0 48 51 d'
d°S 58 59 23 LO25 n 3
STO
5 6 O 16 16 15 14 49 56 9 ]1 42 43 44 q 56 5]4s°� 60 Z
a n 1} s0 10 45 rt°i 61 Geo� e.town Patio Homes N
65 fi4 ]2 41 w 2)B 66 6] 9
\ 3 66 6} 18 Hole 51 23 w 2JA 28A 62 6s F bd 108 'Lots N m m tL
2 /if 6J 62 19 tM J 11 22 )3 19 38 JJ 66 aT'«°a 2 64 ¢!✓ N Q
1 61 20 Hole pl3 52 12 41 20 J4 mtfix a P9 63 69 98 � 100
PLAN T A T I O N / 66 6D 2 6 6A 0
Membero I 21 � 53 19 J5 J3 35 256 25A 24 ]2 71 9] 101 to
.e_�Clubhouae O\ 11 gq 59 5g 22 23 24 1 13 14 5 18 � 16 34 18 J3 96 � N
U95 94
���\ 19 \j Ig 9� 25 26 O HdB 6 16'J ]g JJ 32 31 1, 9 20 ZI )B J ]8 8) gg B9 93 102 1 3 C p O O
\\ Q 20 A 55 2] a O rh Q J9 ct' 30 16 m°a� 22 15 90 9 105 10
Future
Future 15 52D H010 #2 a : O 26 25 24 23 13 g2 B5 109 p 21 22 I6 HOIe �I 545} 2829 O 29 29 9 10 15 tq 23 J4 g180 84 63 92 06 1 Section 6A Development
DevMopnnent 14 51 30 g2 11 110 1�
20 60 14 11 12 39 30 119 F 15 Lots
Hole 5 es � ema° n. 1z 20 )3 64 51z a0 4� off' J2 ,z6] nl uz ��
31C 26 11 48 3 S1 34 1] 8 86 e4 11 8 44 3g g§ 1122 111 114 -
49 � 32 16 i5 10 ,) 18 t9 2t n 43 }1 120 n8
DriNa ZJ 10 4] 22 2} 24 16 15 14 13 s 3J _
36 IB 10 n 45 �a 125 116 '-�-�� Section 6
J1D Q _9 29 21 25 J 3 2 I 2 50 ,oPo SB ^" 33 1 t15 I Wastewater 26 Lots aa
Range Hde 19 1 Treatment w
O 29 B 45 26 6 5 i qg w }5 3
Q µ 20 2J 1 2 3 4 5 6 , 4g a 14 I Facility
32 1 30 , 4J }9 2g � a9 55 56 8 9 g 10 It ,2 IJ 15 I
JS St 6 42 ql w t0 29 p 50 4 6 ) 8
5 Q 11 }0 46 41 51 52 53 15 i6 I) IB 19 20 21 22 2} I 2 3 4 5 ���we••aM 6J O 62
42 •ne^� 61
/ I4
21 � 31 N 35 2 9 J1 45 a3 w 12� � 24 � 30 34 35 36 q1 63
3) 30 � }} Section 32 33 SJ 38 39 40 66 65 54 60
23 19 29 O Hole l 2 Lot!
27 , 3g 10 10 t6 23 26 25 26 2J 59
22 34 1
35 a �3
/ a 14
33 3)
ots 15 9 11 2t 22 Hde -
Sg � g �° 9 I] 1B 19
/ 18 3J 26 25 16 34 35 ll 1 2 1 _.
20 }g HOIe /B 39 24 23 22 21 B )a g 4 IA Hole /4
25 1) w 2J 9 e J 6 Po t9 IJ a 6 15 2 g J 6 �-� i— 54
Uti-Ion
i 26 16 26 10 5 s I4 ram- Hde #8
at z5 rJ It 16 3 0 16 ] Se ` J d9 52
2J 1$ 42 24 a 12 4 DIic } Sect an / -Hole /3 9 8 6 5A 5 Lots at
Future 28 qa O 1} 3 1 Villas 2 p n 22 Lots
Hole A6 43
Development J . 23 5 14 z 2 p Multi Family Section 7A - 1 1a 11 46 2
2s 44 22 t6 B, I t 'H IB O 16 }
68 24 Lots 19 � is 14 2 } t2 5 fir/
2 qs 4 3
45 21 D 64 65 66 gq Q 3 rw�1 • q 43 µ I s 46 20 19 Ig fi3 ]0 32 20 de Hole
t9 )2 ,3 12 15 g
%r/ t „` 3233 O9 5069� 59 fi0 6t '�]a 3 JO 29 28 21 26 56 \O (�� fl 22 26 25 24 23 22 21 20 68 9]0 J1 )4 ,5 6 t110 9 5 g 16 ' 3) 3B }9 w a1 12 10 9 1\ z
] __�• b4 g 53 54 55 56 5] 5g J 25 ] �\ L.y � gC7LokeeWe 2] 6] 61 60 59 J) B J 136 ,} V._ Section 1 O
® 8 Common ze 32 yy 63 62 58 B S 63 Lots ..
52 13 14 15 Hde p 22} 24 9 HdeiO -® (� ® g ��� a2 39 29 30 31 )9 }4 IS St /
n 4t w 34 5, � 22 16
i 3] 21 10 4b 3J }6 JS 49 51 52 53 54 55 y 33 2q 1J
j Section 23 Hde /5 z �J� 4e
i 3a 3 20 r Q Manhwlnds as 4]A SECtIOn 2
j 44 Lots- 2 16 26
9
19 1 Multi Family
1J , /
Vtlloe �g
mA q5 w 4] Lots p
` 18 � P. � n Hole /9 ✓ 39 10 31 2 z] P6 2524 •
Future\\ 61 42 ° 5 6 ] 19 14 40 21
Development 43 20 A 41 2625�2� a
39 n I6 15 Section A , '"'2, de �1 30 31 32 33 3a �O 2� 20
.� ____ 44 w 38 3J 28 Q OU tUYe 78 Lots 26 D 28 29 •
_ H
29 2 O Development
20 y 24 25 35 1 19
41
Section a 9 6 3J O 6
Ction 12 7 35 34 Hole /3 O de In 2 1 6 9 6
Future -v � Sect30nLo s6 17 0 9 6 } 0 _Section C-1
97 Lots e }s n
33 Lot qp 5 3a e 10 24 Lots
Development ens Future S tiOn 24-1 Driving .. " 4 z
\ O SeC;Ion,\ �eveiopment 7 Lots Range 12 a 3J 9
1� Section 9-6 p�
D 139 Lit Se tion � 30 Lots Sectie q-6 ,;L:dubon g � 1S J,2
p 13 Lots 30 Lots _
C� 60 61 �\\Ja rl C t U a ry 15 SJ 16 15 IF-
18 ,J B 19 20 34 35 36 e5 66 4] 46 49 59 60 6 62 59 62 fi3 64 65 66 6] \ 16 ,g 2J 30
.. N to m�°tt 22 31 „ 3) qq g 50 5J 64 SJ ® 69 S 19 29
2} a °• 38 y ,0 Section 9-5 l6 Lot;
fUtpr 2g zs 28
p 13 a 2a 30 '0 a} 56 66 fi5 56 55 A l
O� 43 N Q 39 51 54 g} 52 IT Section Section 2A
28 Lots VN@��"\J\J\l � L 2P 2J 24 ,}1gY�-+
D 32 / • 4s 12 - 2] 26 29 40 42 x 52 55 6J 51 50 J2 ,4 JS -DBve OUment ❑� 20 21 0- L5
etn 68 69 )0 )I ]2 J4 \\
25 � 53 5a J3 J5 J6 49
3a e4 t26 =_ t21 of JJ ]8 ]9 4) a6 ]J Gauntlet Clubhouse
3a • 82 a5 O1 &u ;e 10g 10] a; 80 81 1B ]9 O!/ swimming �ounle
s i
R • 125 122 120 1U o t02 g2 45 42 9 A Section 37 Lotts C n n '33 74 � A m � � '� 9 �� 12Jt28 124 t23 119 I18 ID 116 115 na 112 109 106 ° 10} 10, 83 94 44 43 41 8° 81 Complex
73 B9 u er tti tt0 t05 104 100 8 92 85 40 m
T R � valaras 1 �'O t29 % 93 39 82 � 81A Poll CrEECreek
Z/ A ID D 70 90 c1. 6) °j° 12 13 t4 15 tfi ❑ t8 9 91 B6 83 O G
m 132 1}0 10 11 18A 9 94 q0 '� B{ 818 Polly 7
25 �' ni1 s1 67 68 92 3e 5 131 g 20 21 22 23 2> 25 98 Qx° 95 B9 88 8] J6 3J
24 20 • 82 133 8If if9J 96 35 86 85
109
Section „ 116
115 116 n3 112 tOB 2J 2]A 26A 28 29 B9 � IA
22 7 la 'A
�� 9 e 2 )
16 ! w 0 J s 5 { J Q 36 5 118 06 90
17 p 1 t 15, - 105 104 103 93 92 91
16 4 Up 102 tot g5 94 Hde #10 3 1
1{ 17 12 °: 46 138 p 100 99 98 9) 96 q 2 Hole {(I6 R
v1 0 0 39 Section Section 10A g }o /
02 Section
10C 9-4 20 Lots {
O " » 1 ' 43 Lc 42 61 m J9 }e 38 Lots Hole /It O 6 25 29 5 a
43 2 HOIe ,�12 45 46 43 J) J6 35 abm Cwt U 8 J 6 B J 26 26 6 J ul O
O JJ 34 5 J6 y, 36 39 41 12 5 a 3 119 4J 46 66 6J 66 �34 33 }2 31 }p It 10 9 a 5 9 24 2I ®� g 9 PRELIMINARY a
/^` 30 31 12 q'M a0 5t 65 69 ' ��» 29 28 2) fi 25 12 4 t0 23 t0
`-V .8 29 e 6 J 120 48 64 ]0 )1 .' } 2 �2g 22 t9 IB ®' I1
2) IS +S S2CtlOn 52 w J2 J9 24 1} r ,A 2) 21 20 „ Hde /17 � ["v q p
I6 '] u 10 9 8 J `�-.5 121 W 50 .I 63 62 61 ,J 80 4 1 2J \ T FO/ C V��ING CONVEYANCE
O 1 E I ANCE
� t6 �� 26 16 15 12 NOT F V� I�. 4 �� 'Vl �� l� 1� Y
24 p \\ 27 Lots 23 14 15 1)
25 6 18 13 12 1 1 C_�=6e 1�13 S IJ
Future I ` O _/Iw"Ii 55 5b )5 J6 82 85 19 22 JECtan 3 11
fis 6] Secton ,I � )evelopY�ent 5] 5B se By 21 z1 22 Lots 4 _ Section E THIS PLAT IS PRELIMINARY ONLY.
Section, 5A 4e so s 5z 53 Sect on o O QMl g4 86 20 20 - p O 30 Lots
6a Section 17 --`� —�� 19 Hole r', THE DEVELOPER RESERVES THE RIGHT TO
zs Lots s V 58 54 6 66 pp 69 90 9, 92 9J 9A ° MAKE ANY CHANGES THAT ARE FOUND NECESSARY.
1n 59 55 68 q Section 1 GU 12
45 � 5J 56 62 pINE BLUE CI. 15 47 Lots I 1 2 }::.. 31 Lot$ � Hola /14 a y
60 69 a 4 5 g J SEctlOn 9 e 14 Hole #16
41 S
61 Jy )2 n r In ECYE3i � e 9 to D 11 Lots
25 26 2] yg 29 30 31 32 yy )0 39 4° ectior 5 Ut e C 9 �y 10 g ,\ ] 16
34 JB }e a2 45 Lots D veto me o 1] 15
36 - Future - 6 Lots J
})
7 Developmen Ig a t 6 4 25 on 8
2l p} 22 •r�� -� 4} / II 5 3 23 Section
21 2° 19 to 1J 16 ,s "^+s•[� ry�µti Q�, Sect'. n 9-2 i 10 9 8 ] 6 4 5 3 z z 3s zfi z2 4 38 Lots
14 1} 12 p 10 'rr• � 1 Lots 4 1 2J 19
6 ] 6 5 4 } 2 1 U m
tU L�Td �,(� J 2 1 32 zB 21 20
De'JelO ent,L]y [y1 Section 18 37 J6 35 34 31 28A
11 Lots
W _.. � � � •O• O � � 29 Nature
Future Waterway Preserve
_ development Park e ` 5 /6 J 9 TRACT "W" ", Gte
e
_ 6 9 18 1 61",
A.Ian tic fn Tra COGStCI� 41 43 10 "I'll12 ,y ,q Is 16 ') 20 C��e( 'SUPPLY a
Waterway 42 41 0
w
Q] .... 39 .g 24
37 36
w 35 34 25 33 32 31 w 29 28 27 26N•C 211
u�
Se41t`_ts 4 / _ _ PLANTATION
�,�� SOUTHPORT�
BEAVER
DAM o Z
o - - CREEK y� a o
Ln
� >
G' Lij
p 1II,I�D!�I�II'4�i11lljil';1' 1 'L, J'I /�1'Il'fl;,yJ^ , 0
S.R. 1102 �F
01
ATLANTIC
3 N
INTRACOASTAL WATERWAY
a
i
m
Y
VICINITY MAP — NOT TO SCALE 0
0
w
. t