SW8151209_Approved Plans_20211210

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PROJECT AREA:------------77-06 AC Curve Tab I e1.
3+357+430 SF Arc Chord Tangent Chord % ti q1 6j1
Name Delta Radius Length Length Length Direction
TOTAL BUA (24%): --------- 805+783 SF _
' k
---- -------- --------- --------- --------- --------- ----- ----------
ROADWAY BUA: ----------153+677 SF ° ° :� 6� -.g3
LOTS (126 4+500 SF):----- 567+000 SF C1 66 21 28 490. 44 568. 01 536. 79 320. 68 S 27 32 45 W
STREAM : --�.-. " �- `\
BANK 81°35'50" 'E VARIABLE WIDTH a - '
PARKING (MAIL KIOSK):--------3,042 SF Line Tab I e
N N PUBLIC DRAINAGE i'
OTHER (WATERFRONT): ---------1 +134 SF Name Direction Length .
316r�1 :'EASEMENT _' . N 100 YEAR
�ji RESERVE: ----------------80,930 SF ---- -----o--------- -------_ : FAR _'_"`' GOMMON �- �(,,' -,,__1=-,; N
-'' .
_ E
RECEIVING STREAM: ------- TURKEY CREEK L1 S 6 35' 07" E 60. 00 - • -
50 rgU --. . N F.•-•
- -' t/' 1 -- - ,-. -
�� cn CLASSIFICATION: -------------- C+SW L2 N 80 54 34 E 33. 47
SITE ° % w - _ : _ / N . .
L3 S 86 39 44 E 46. 88 % /y p -..-.'s« :=:-%_"_ =�=_� �k�' ., ....i% .jl: /.�-, ,_ :>:: '.
S ITE DATA L4 S 5° 37' 58" E 34. 47 SEE DETAIL FOR BOAT , H / : �', .. ,::'7f"'. ;^ .: :;;, ,;.; .. . ;::' .t: k.
-
L5 N 24° 40 40 E 77. 07 -" ' '
CARVER DR 3 ° 24' 56" E 54. 1 3 I. ` %:' : "`r`"� -'`'•'"
LAUNCH LAYOUT. �;° '`-,t 1.v ',:<,_,- ,c, ,;.•_..,\..: (j1 /sa.'•':'.' :
SR 1437 L7 S 64°25' 17" E 82. 38 x F ti �.,f' �v� :/::©O,�F LL: .,_'_ _,�'_r \
„ 21 >- r fir ► , :. `- / �.. J" ', `�_,
L8 N 1 ° 45 24 W 93. 26 G \, :�
2 •f. -�
L9 N 61 ° 05' 17" E 81 12 , ;� *'"� ? "�� / (` ' �
��C//«/// 2- .a- / -'OI, G✓..', /'" ./. I.-'oaf, '"`/ \
L1 0 N 1 3° 20' 24" E 1 00. 24 . '"�!" .....I, ,.:' •'..,.-.. =�"ye ,i .7 e
L1 1 N 6° 31 ' 39" E 25. 1 3 �h :' .. �.•' «: /:•'.' '°`'-' �, // 4�
L1 2 S 76° 46' 08" W 66. 44 '\ `� ��_ 0- LF WS�R, , �,�``.: -
SWANN � r . . ,,,"",; •, r
L 1 3 N 2 2° 3 7' 5 8" W 2 6. 8 5 n` .� '' /� �. `: �..,Y ,mot«.' ./ . !y,,- , r J r,. / �. S�IIAL"E 1
PLANTATION TIDE KN M
L1 4 N 27° 02' 52" E 87. 1 2 „ _ G�M�"ON - ,, �� '-'�--�'-'�'' :1 OOTF/ALL:8 /
• ki_ - �. AT TURKEY G��EK
L1 5 S 37° 22' 22" E 70. 1 3 ;N 85°04.' 1.5-- ' - 1 10
L1 6 N 20° 00' 53" E 72. 1 8 �• e / -� /'
1(}•L WEIR :: � '.• k9.- \, SEGT 10'N I PHASE 2 b
/ \ w p
L1 7 N 86° 02' 36" E 64. 47 , % - \ 1, i •rn a, 8
`;5ti :R 13, I ro ! OUTFALL �. ,I. a- �.- :/r, / ` , 20.5 5. ,� =z o
L18 S 78° 26' 14" E 85. 30 ph1 q.' ", _• , '; . . r� _ f••. / \-. �b u, � I
L1 9 N 64° 52' 29" E 70. 31 y'l 'L�j' __'_., �• /. / 1 ' /// R\
n• �• - --�-�- •�i-;-_- - /\ ^. ,• a•' y,', / /' a I I '� 1: 11 -f O
�/1C1N1TY MAP _ :
L20 N 1 4° 59' 1 0" E 90. 83 •-- �. -:-.... '
NOT TO SCALE L21 N 63° 00' 31 " E 35. 42
Ait a: lo� �; . F: CL 22.8
L22 S 54° 45 43 E 99. 23 pr�cj- ,!' Y�- = , 1. :/ , \ /
L23 N 82° 52' 02" E 70. 36 `� �y ,''�� :,. ✓, „P '= :i. \''•'. f -� - ` '
PIPE SCHEDULE ,M ,u, wF� 4 w' I"' Ir 1 \ 1� r,,;,�s',V, l t t p I I Lp rn
SIZE/ PIPE UPPER LOWER PIPE DRAINAGE 9 \ I '
PIPE o PUBLIC DRAINAGE {\ ' �' /' ;r I � -
VARIABLE WIDTH . r• - `/� 1/ /'a �/ I o'
ID MATERIAL LENGTH INVERT INVERT SLOPE AREA - , '" SWALE 9• > �� - °� -.
N / EASEMENT ,/+,y ��;: ;\, :��6b l' �I•' I: } I �: - r*1
+ } I. 20.0
x ; ..t: ' +; '� + ,;y ; SWALE 8 , i \\I -
1 18 RCP 60 17.8 17.6 0.3% 0.79 AC t -
52 17.1 16.9 0.4% 2.75 AC . " .. r ,e- . 1
24 RCP d p Ji- 4",•p+ 1 " f"' �" '' �: , 1 1 \' ' �� ---
2 _-_
3 24" RCP 44 15.7 15.5 0.57e 2.31 AC L17 1 , t _
,. L�•8' ,'�. k. ,fI , :, 1 I ` �c�� yam,; . -23-
4 18" RCP 44 17.7 17.5 0.5% 1 .64 AC �•.= C�,Dm 1DN :� � . �,' +' \.:'. , \ I j ^_x:+-I pe►j! "!�t' ` _ �'' I 1 + ' I l II a�=_ \I "' /� �i �sr
5 18 RCP 44 15.9 15.7 0.5% 1 .62 AC
I1 a r. ,O a ./�/ ,.','.��•)y..-=�.��-�.--s_, ..9_..,. _,.> «' ,11 t ,. .,- ' , 55 "., 52 '. \ : ?q ,.�x �,.-.
6 18 RCP 44 14.7 14.5 0.57 1 .42 AC - -
< t 22 0 ---
e `FREAM° �; . ��, `y✓'/. ., '_� .Z,: /•.. -1, 1
BANK 11
s.! %�. _ -,---, {. .'- / , CL 23.E %' �20.0
24 RCP 52 15.7 15.5 0.4% 4.03 AC - t '
8 ° .ire¢' �_a- J ,a 1 � � i ' ,,. r .,
36 RCP 60 9.2 9.0 0.3% 18.92 AC _ . /
9 * I -,. e+: r. . ;_,! - y ` ,-sh..,, ^1. "- " ' I 1 •I i' ✓ /� 1I 2.O' OO ...
41
S 89°39'22" E : ,i . jF,a""x/' `: ;:_ -- •' _ -;a ,' ' �s 5b - :✓ ' f �,-�. 1,1 .L.� rn
CLASS IV RCP SHALL BE USED IN THE R/W •. x'' " ` J I I - - l
j1 4 e ::�- - ,f. -��A . \ - _.:•'. :- 59.. ` 'ALE. 3�. 20.:0 � A' 1I •20:0.• -� %' .l. :0.1 '.� =, "I p.. t°
112.77 z : '4`� ✓' �. _� =�'`;��.. ":.;�` ,. I 1' __ _' ,✓ r• �, xll I : '"
6� '�. / ` •F: 'i. F W� RIP \ _1� _. . ��
v _ u N q59•� ./` VARIABLE WIDT1+,-,,,•':x--s,", ' ' z v:.;' RA APRON 15_9 .�- -.-; S��. ✓-�'� I 4' i =..
t\ 1` r /, fUBLIC DRP�NAGE: i .-.�. :,,'- b I k- .. - _ - ✓-. 1Q 'I 1 , I N, <
LEGEND - _ ---- --
,,l ..:,.
\ \ 2" / '��` 'BASEMENT .,:� -,_ �. I
1 ., i ..-'- 3 Q I/ - i� " - '�{.. -.._ .-'r sr '/ .. - /•► - • - =-iYJr,+-Y^'�� I__ - t' �, 1 ,-v �9/
♦ WETLAND 8. - 0,' ,/ :., '� .1 - - .. - z. \ •+G • F.L2 L3 . -..
i _ gig. :� - , �,, -.y 63 - « q3.
E . .�•. . .e 1' RC
EASE / �_ :;: '_ ,._s / �:-:- JT :4:: -- %'' - t \ i
. , -� '.�. /'�. ,'n- --- ��':r 'E"'.:: •i.:-'•' ^si l -- \.. ,I•�-I a•, \, f=.. I.b3 .. -•r ::
'� - � _ - _ ,_ b 4 .�_ ✓, RCP`:2 "\ I. ' , -
-- JE T BOUNDARY - -- _ -
PRo c �'� _ , _ �-: �; _ :%� \ \ b 5 o L 2r;5. 13 7 \ 13 b 1. Q- \ CL 21.0 ".:I.
_S
`` QQ• R. .,. - 40, t/"iI:- •!�e1 _r.. - •�1 v� - -i• �/ -'� �/'r \ ., t \ 1 39 .. ,. .' � ,\ /\ . 3 ;.\',,'
Zg ' EX. CONTOUR �,i ,;✓J /' r� ;;� _- °t /�, - \ \ \ r r \ \ / '\ �.' / ti \
c�0, "=. .-_�' r I. �O 7 \ \ SWALE 4 ,�' ✓- -.y J 21.0 \ \ 17.5, RCP 4 \ I b �a rr� 04,:--.
, ;� _ _J- I, - .\ ,,; . _ T TUKK�Y GP��K
16.8 PROPOSED ELEVATION /, .'� J _ \ \ _- ,- f �' \ \ \ \ ' ,r-- I `� /'\ \ `' -- ' O7 .
-f �''.'l • �r _ \p '\ �✓ ,� // L 22.5 -�\ \' �1 \ - "' S. T I .
o .' ' ,/. �� - \ \ - �. .�- F� 8b \ \ \-SWALE 2, \ \ / ' N• \ G 0
SILT FENCE , r - , "- �✓ c>kSE UTFAL�'2 162 I 2�
«««<t«< SWALE v _, ;
` �i,:• e:+Y'y - •s/:~ /r of / '/ ii� 1. - \ \, � 17.2 1 '.v'-e.. / \ '3x 1'.15 �` ' I / / \ti ,l ^1'• '. //
DISTURBED AREA f!�.__ .r�.. :y,, r 1 i - r i L 19.5 67 \ \ .I55 I �,; I \t. , / \ .
\. -11 .'r,�= :, -7 r - i- _ - 1- \ \ ". \ \ o. t A5"'LF-,WEI 1 ,1, , I `ir;;'. -
xI• -i• ",i. ••-B , \20.OI - / /" �/- ( - \ ,. \ gyp..\ w`/ - �.....-_..-- � - - - - :i,: -1-
R I P RAP APRON �'' \ /',,. ! :�''ti. . \ €\ / /' \ . \ \ / :I 20.0 co S` :-�_- ;,_'
U. :, . ;�.• , !s ref I ✓ 15.7 , \ \ \ �1 \' 1 ,. S`p
a' o '*'. �' �72 - I�, k1 '1_.•\•, \ :GOMI ON �k CL 21.6 q
��-°v."� DRAINAGE BOUNDARY "' :rr-' ' '' '� �'� l �' p a \
tJ \ �{',�/ 1• :I ,/ f �- - \-I \\ ` _\ U I R A \\ I I \ 13i '.1. '� // . � � s" . :'� / /8J� qs'�•`�.-
17.3 -le �' CLT21.4.�`' �<.
NOTE - 19.0 \ <^ '` ---
NOTES: e •' ,r ••7 3 / -! , ' „ + O- TFALL 7. • I b 1 / 20.0 . _ t
r. / - - .l Iu -I ._ r \ � '. 15,JLF-WEIR.=.:.:=::" / /r • . /
S BASED ON A SURVEY BY STROUD ENGINEERING, P.A. , . _ `'- _ _ •
1 . BOUNDARY DATA I BANK ' i '„ ;: ::: /' / < �" \ �> \` } I .SWALE 7 - a"' •- ,' ` 1' ;
TA IS NOT BASED ON A SURVEY BY STROUD ENGINEERING, P.A. I * •*:-. - ,
•r : _
2. TOPOGRAPHICAL DA "� '` f ' 8 I r i 3 - f /
1: \ /' 1
3. THIS PROPERTY CONTAINS 404 WETLANDS. / t ' �" 'I. � \� / �� - 69 '
4. PORTIONS OF THIS PROPERTY ARE LOCATED IN THE 100 YEAR FLOOD ZONE PER /r. % ; I •;f# I;.; �: \; ; C }8;5 , � > - -
RM PANEL 3720 3223 OOJ. , \ .. \ 1: / t \ 11 < i , \ \\ -t , \� \ P _ I `}7 I
I r / 9 4:= '
F I \ - / I \ ` / / / / xy'�j
Y EED BOOK 4561 PAGE 294. RE. MAP BOOK 54 PAGE 118 0) / : _ , .'`.` ':\' : •', I \ I /1 `�\ _ `. " I\- - ,,��� + ` ` ?. V 1� �, f ! �4/i < / I.
58
5. PROPERTY ACQUIRED B D - -
6. THE 404 WETLAND LINE I S NOT BASED ON A SURVEY BY STROUD ENGINEERING. ,� �� / DTlIII � �1. I • \,•, , , ( .- \, ,� �/, -, I J \/ - '\ - r--�j / 90 r 1 :e-v ,ex 148 f \
7. THE CAMA AEC EXTENDS 30' LANDWARD OF MEAN HIGH WATER. LAND DISTURBANCE , PUBLIC D AINAG ! I . \� - ' L, . 'u t.� - 16,g " - � X �L 20.0 - � �r � `\
CAMA MAJOR PERMIT. o, �°' / R., -PUBLIC DRAINAGE 1 r.' . t f - -A' - _\1.1 .<,� .r\ / J \• , /
OR BUA WITHIN THE AEC SHALL REQUIRE A / / ` 91:'': \ / �- 78 \ < I �' / / \
(lr ►• EASEMENT f � . / - \ \ _ P _ \a / f �, i _' \
.. �� / �. . .\ 75 , - - - I \ f �' 18.0 �J % _ 1s.o / /., - ff fi / . 10
ROADWAY NOTES: /
�•7 _ / 15b
,�- -
1 . ALL ROADS SHALL BE BUILT TO NCDOT MINIMUM DESIGN STANDARDS. k� ���1. ` "~ -� -// ,'. - - /
ROADS SHALL BE DEDICATED AS PUBLIC EXCEPT WHERE NOTED. 9 / - 4. « ram. % `''`- - - r - / AIL f -�.' '
2. DOUBLE FRONTAGE LOTS SHALL BE LIMITED TO A SINGLE ACCESS POINT. \- �` -` O' LF� WEIR / - \ t t
/ «�"', \ J� 1 1 PARKIN f•� tea/ -, \ 19.0 ;a \
AVE DRIVEWAY ACCESS TO CARVER ROAD. es JI'." •.F / \
3. NO LOTS SHALL H _ , / OCITFALL 5. , ( , `�i ---- + R� �- \
,,.. SWALE 5A "� __ ---- 1 I RCP 5 _
r :: , - . - 1 I 130CL I "I 155 ,
'N 1 4 ro• �:( •%%I .r/ f' r I - L_ - /:� ; • - \ \ � \ , , . 15 1 '.��
p36 1• I ,I 1. -' _ I \ - ___- - ------ - I L' 19.2 150 \ '�+ y�\,, \ ,,�-,
:63 �6.: /.'_ WALE 5B I I I I 0 0 _- -.__.: _ - e. __-_,._.:- ___ __, ,\ \ o� �. `ACP f' '- .
3a' ,,• �, e.\ I l -• -- I u 0' � ��.--._-_�"" �•___ --' � i \ « xv \ ` V `te \( I �3 11 11I -
,1 , ,_ I. , .102 _-_ . - _-___ �-- �j ,- �, , / , I t,• .
�' `: < - n. rr 1 011. ✓ - •' --------- ter.---4, ;d \ - 1 \- I
Q. G11 - , l I U V � -I -I-0 b I,O.J. / - �/ ►►+' .-�f�.---r r-- -�}/� •\1.! \ `.\ 'y 1 1
STREAM 1`Q. ,. , '� ' I /� RCP 7 L 1s.A�0.0 _ �4.5 I: I . L-1�. ---- -- - - \ f CL 9•.5 , 1 g'
BANK p3" I I A - -•. I
3 :• :� 1, . '12:7 L 18,15, .I < / I 1
�! •! / \ I CL�'I 6, r`" _ _- '✓ -- 'I ' .\,• ' J,, " "�. _ I '\
.\ I -• 15.5: ✓:. :./ _ 129 I - \ •- •,- 15.5 y --.. J
,'y;'e 1.�:/, - �� I 1 -� ------ - �' :/' . -- L' A \ -t, r.' �5 + EX'CL 21..2
y-.v' i'- I. •, � \^,�5n YTr•--,r'-`-a_- �pn ----- -,6 ✓, I - II L .�, ,•-^\ �Y `' \ \ \ , ( - �q, ,:
. , ,)/ � . _ �E LINTY` i_-, I t 12b . 1, , , ` -�, 152 ., �� �_ '��1•�.. _ I ___- -
3 Rr- / r _ - -•-- �.--►- - I- I 124 125' , \ _ ,_, G D NJ 1 \ L, 1
- �.(9 - ,.,�J I , - -- -�-►- '_'w --- I ,e, 123. - - f' C- "\ 15.3 ,� ( 1 ?°-•1 \ I
. f ,rI 6._ _ -- I19 120 15.1 _- -, \
¢7 1�.5 I Il8 I .. _ - _----
s -
t` I - PUBLIC A »?»�?»
.' __ _ _ _
4, , \ : 1 [ p
- > -..
�. r _ »
I► I�� 1 I Ib n14.0 »»> r off : :� ;'-
dr I I / Ia L- »>j» /
'
.
»> I /
GOMMON15.0 112 1 s /= I » ,1. 11 j: \ -
r�.ma� 1a"`. ! 'k ` 1
/ v \ 1 , - J I 1 �_---- - > »> >5>s?»�> : I I + :'ir.-
mr VARIABLE WIDTH `' .�' III i .2 - E » '' - b• I I; I I I
2 -- OUTFAF>,L 6 T :�.:- v_' P^ ' __-- = T BLIC DRAIN S »>» V - �� I 1 t' I -'..' I ' t Cj r0 1�$1�a` \ �o
O/ PUBLIC DRA4NAGE * - 1 ,'- 9.0. I, - N »»» »»>»>»»» - _ .90 I -� ' - I i �, I I I ... I W'��`�Ida` Iu:
10 - EASEMEI`tT� *©OUB \ ! I. I /� _ ---- \ »»�» >»?> / _-_ / 182 -- I�.
--- »> - j. r\ /^\ I , I I ' ,t I I ' `` I ,. , I i- t.'1; �f .
k * 4" * 1 �' ' \*L7 "� DR-'Lp, E »' >»>?»»>'�»»> F I I i - ( II Y_\' -} I I I I { ' 1.- % i i : I I 1. -_J'. 1 /l °� , ,_..
/ ` »»>aI7 > .>.>>�,. 11111 I I -I ' \I �, \ J _� t P I i t I `°' • I % t - t - :I: \
,. 50 LF WEIR ,> I - „
•.. I RCP_.9 L 14.0 I r,", '\ 11 I -
cctwupp�� � 1 I I I i I I I I I'• ,. I I'''i
/ --- 'i=--- -JRRL,L-S .. 1 I :, , 1 11 r I I I I I * I 1 tt :
1. I r \ I " I
-) ' ,• 1 • w�`. +, I . ' I '/^r\\ I I i-J=I ♦/ I\I / I 1��� I .I, - I I .. I I : I t I I ' ' • '
�./ \ ' i�t N' r ' ,r+ I 1 I 1 ( \ -/ i I' I I I I I I _ ICj- 4 ") � .
-z. • \1,,;. -•a•• . - -•• ( ti.'••t M \' II l r-> \ I`1 ri \ 1 ,'I II ' I I I I .r-- I - , -xT.. .. I - ,. i I ..� ,„, e WI kf;
:, ... \ CL M ON I e�1 i p 1 , I/ t I I ., I I +.:. I., I
il
;p :_ , _ EL 12.47 r >✓ ,� I r` I •I'.: - r,P
> \° _ 9 , I 1 I , I I _ 1 1'.'•,i, �,;' _. -6 PiY._Sw��s�a�
4 .. f ., -
.m: a 4'" I_� \-' � II '� /-\ i; \\\ li i��i _�_ry''\` _ _• �5-//^\�-' - -�- i ;�-- STORMWATER PLAN
1 ` \ + -1 t {� vim,-
I.
-, �.:. i :'/ , I I • 'r ---- 1......
- i . .- . s
a :1 K ,.
m : .�,, ::
.,: �, - -1. .:
� Tic I o � 0 TuNe C�e&w,, ectio 2
ROCKY POINT TOWNSHIP PENDER COUNTY NORTH CAROLINA
\\�,\\`CARo4/// DESIGNED: DLM
\��\,�\ , , . , , f ��� 0 W N E R: TI OGA, LLC
yc�-01Essi�ti'.Gy% ADDRESS: 4321 US HWY 421 NORTH, SUITE 140 9 ' WILMINGTON NC 28401DRAWN: DLM
:°- 3 VI < . _ PHONE: [phone]�82
100 0 100 200 �•,.F, - , APPROVED: JHF
��/ ��G �' N DATE: 9/14/2021
//;4V16 Ll XM \\\ AASTROUD ENGINEERING, P.A.
.1 GRAPHIC SCALE: 1" = 100' C-0647 SCALE: 1" = 100'
102-D CINEMA DRIVE
DAVID L ME IUS. P-E---- WILMINGTON. NORTH CAROLING 28403
5-ATE1VOIZ02I _____ (910) 815-0775 (910) 815-0593 FAX SHEET 1 OF 2

COASTAL PLAIN SITE STABILIZATION SCHEDULE
1. Fertilize and lime per recommendations of soil
LENGTH PER SCHEDULE tests or apply 2,000 lb/acre ground agricultural
limestone and 750 lb/acre 10-10-10 fertilizer.
2. Incorporate lime/fertilizer 4-6 inches.
TOP OF BERM3. Roughen steep slopes by tracked machinary.
Q •------ .....................................`.........mod Q 1 4. Select species based on season. Refer to tables.
Q o� 2
a 5. Broadcast seeds evenly and cover by raking
�Q(J�1 ' 12' aO0 (MIN) BOTTOM or dragging a chain. Firm soil by rolling.
ado I 0Oa PROVIDE STABLE 6. Apply straw mulch at orate 1-2 tons per acre.
pDOQO OQ �Q WIDTH VEGETATIVE COVER Anchor straw by tacking with asphalt, netting,
O�p�QQ QQd Qa0 or a mulch anchoring tool.
ca Oa a Oa A disk with blades set nearly straight can be
used as a mulch anchoring tool.
�,0 �,0��, C� (�aQ a a,0 a aQ .tom 7. Refert i I i ze i f growth s not fully adequate.
��caOra� a0a`�`�a0a ac�aOca�a TREVIRA SPUNBOUND
Cf'QQ ��0a 100 raadQQa`J �°�Q� TYPE 1 1/120 SWALE DETAIL
FILTER FABRIC NTS Reseed, refert i l i ze and mu I ch immediately
' following erosion or other daMGe.
HDPE
\OUTIFALL 12" THICK NOTES:
CLASS B MAXIMUM SIDE SLOPES OF SWALES SHALL BE 3:1 . WOODEN
X 16' ELEVATED
WOODEN PIER PERMANENT SEEDING TABLE 1
-' RIP RAP Seeding Dates Recommended Planting Rate ( lb/oc)
SWALES AND OTHER AREAS SUBJECT TO EROSIVE FLOWS SHALL BE � �
PERMANENTLY SEEDED OR SODDED WITH BERMUDAGRASS OR APPROVED 6 X 24 FLOATING Feb. 15 - Apr. 1 Tall Fescue Mixture see table 2
TYPICAL EMERGENCY EQUAL IN ACCORDANCE WITH STABILIZATION SCHEDULE. WOODEN DOCK 16' X 16' Sep. 1 - Nov.
Apr. 1 - Aug. 1 Hybrid Bermudagrass see table 2
OVERFLOW WEIR SECTION EITHER SOD OR TEMPORARY SEEDING SHALL BE PROVIDED FOR STABILIZATION (256 SF)
OUTSIDE OF THE RECOMMENDED PERMANENT SEEDING DATES. GAZEBO Apr. 1 - Jul. 15 Common Bermudagrass see table 2
Mar. 1 - Jul. 1 Centipedegrass see table 2
NTS
OUTFALL SWALE 1 -5 BOTTOM WIDTH SHALL BE 5' . ,
OUTFALL SWALE 6 BOTTOM WIDTH SHALL BE 6 /
PERMANENT SEEDING TABLE 2a-LOW MAINTENANCE MIXTURES
BOAT 6' X 20' ELEVATED % Site Description Recommended Planting Rate ( lb/ac)
Well to poorly Tall Fescue Mixture 80
LAUNCH WOODEN WALKWAY
` '.ems® / drained soils PensKobeacola Lespedezaagrass qo
EMERGENCY �, ` / Dr to we I I Pensacola Bah i agrass 50
OVERFLOW WEIR 6 X 35 ELEVATED ♦ y
��� WOODEN WALKWAY � ®' � / drained soils Common Bermudagrass 30
♦ , e Kobe Lespedeza 10
ELEVATION PER
>� German M i I I et 10
�
SCHEDULE ��� ; NOTE: ® i% ®'� Swa I es lCommon Bermudagrass 40-80
IMPROVEMENTS WITHIN + ,
�\ ! 30' OF MHW DESIGNED �/' ®�� PERMANENT SEEDING TABLE 2b-HIGH MAINTENANCE MIXTURES
EXISTING GRADE 0000 AND PERMITTED BY �FTI /
2X2 BOX WITH � ,� OTHERS •�qNQ i' �,,.� Site Description Recommended Planting Rate ( I b/ac)
OUTFALL SWALE 3 SIDED THROAT '� Q,1► F ---- drained soils Rye Grain 25
FROM OUTFALL WEIR `\ .` --_ % �fN® -- We I I to poorly Tall Fescue Mixture 200
ROADWAY RISER W/ .� �� Dry to we l I
FRAME & GRATE SET WEIR TOP LEVEL °y ____- - 50rBUFFER LINE drained soils Hybrid Bermudagrass 50
Well drained
8 DQ NDP SET BOTTOM OF WITH TOP OF BOX -m` sandy loam to Centipedegrass 10-20
HDPE OUTFALL PIPE �Ou E pU ! sand, lawns.
INVERT ELEV PER SCHEDULE ACC 6 U ES DP/ EX GRADE RADEOATS TO ;® Notes:
�Ue(E 24" o ® For seeding outside of recommended dates and/or
for temporary stabilization, refer to temporary
$O Q�Qo EXISTING GRADE
' ; SWALE 8 OUTFALL seeding table.
PIPED OUTFACE TYPICAL PROFILE VIEW 10 LF RIP RAP WEIR For highly erosive areas or as directed by an
COMMON SWALE 9 OUTFALL ELEV 8.0 engineer, sod shall be provided.
AREA ♦` 10 LF RIP RAP WEIR 4" OF #57 STONE /
♦ TEMPORARY SEEDING TABLE
+ ELEV 8.0 OVER GEOTEXTILE COMMON®+ SEE DETAIL AREA � Seeding Dates Recommended Planting Rate ( Ib/ac)
® Dec. 1 - Apr. 15 Kobe Lespedeza with 50
OUTFALL +♦ J� Rye Grain 120
WEIR LENGTH SCHEDULE BE STABILIZED
SWALES SHALL EMERGENCY WEIR /
BE STABILIZED WITH SOD WEIR �° pr. - Aug. German Millet 40
OUTFALL EMERGENCY OUTFALL OR EXCELSIOR MAT 0 O Q Q 0 01 Aug. 15 - Dec. 1 Rye Grain 120
ID WEIR WEIR o 1 10 1 BACKFILL 3' WIDE TRENCH AND Q o '.',�
®'
3 20 20 1 STABILIZE WITH BERMUDA SOD ' Q
SOD INSTALLATION
ram DIRECT SWALE � 1. Fertilize and lime per recommendations of soil
6 50 Q 10000.00 TO BASIN tests or apply 100 Ib/1,000 sf ground agricultural
17-1-1 ®s'' PROVIDE LOW BERM limestone and 25 Ib/1 ,000 sf fertilizer. In the
SEDIMENT BASIN/ TO DIVERT RUNOFF
OUTFALL SWALE r®' DIRECT SWAL fal I , use 10-10-10. In the spring, use 5-10-10.
OQ TO BASIN TO SWALES 2. Incorporate lime/fertilizer 4-6 inches.
OUTFACE ELEVATION SCHEDULE A 0 Q 3. Rake or harrow to achieve a smooth final grade.
®�� 4. Roll to achieve a smooth, firm surface on which
D ® ABC ' to lay the sod.
OUTFACE OUTFACE EMERGENCY OUTFACE oO Q INSTALL COI R WATTLES 0 �0 �vi 878 SF) i 5. L i ght l y rake and irrigate top layer of soi I j ust
ID PIPE WEIR WEIRON 20' INTERVALS EXTEND LOW ABC prior to installation.
` QQ Q 12;-U BERM ACROSS DRIVEWAY p
j 6. Lay sod in a staggered, brick-like pattern with
�' i� the longest dimension perpendicular to the slope.
,' 11.2 / Avoid gaps. Use a knife to fit irregular shapes.
7. Roll sod lightly after installation to ensure
PIPED OUTFALL TYPICAL PLAN VIEW •6 11. good sod to soil contact.
NTS �' 1.4 0 10.9� 8. Irrigate initially to wet soil to a depth of 4".
i Keep soil moist for 2-3 weeks thereafter or until
NOTE: i' / 10.9 VARIABLE/'WIDTH
sod has taken root.
INSTALL SOD AND CO[R WATTLES
PRIOR TO ANY RAINFALL EVENTS, DRAINAGE
/ EASEMEF
4/
LOT 167 '1 4.4 //1 ,
i A PIPE A
46' RADIUS otv':o:
R/W / LOT 53 p `�
OUTFALL WEIR II / /� - R I P R A F'
.o 0
', 35' RADIUS /132 13.0 /' FLARED END �. o Q
1 -af
EXISTING GRADE WEIR TOPE V ASPHALT . 2
PER PLAN SECTION
10 LL WALE 00 Qo / // PLAN VIEW
� \� FINISH GRADE
TOP OF BANK
o EXISTING GRADE �� 5.9 / i
PIPE
-
FLOWw 1 LINE
SWALE OUTFACE TYPICAL PROFILE VIEW
o 0 0 0 0 18"
CLASS B I11'i�il�li�il
OUTFALL WEIR SCHEDULE
� � RIP RAP FILTER FABRIC
OUTFALL �\ / , SECTION A-A
OUTFALL WEIR WEIR
WEIR
O SWALES SHALL Q
BEE STAB STABILIZED WITH SOD \\ / /
FILTER FABRIC TO BE TREVIRA
40 OR EXCELSIOR MAT Q \\\ l �i SPUNBOUND TYPE 1 1 /120
5 8.015 O RIP RAP APRONS SHALL BE PROVIDED
0 ROM ROADWAY Q /
8 8.0 10 OUTFALL SWALE ON DOWNSTREAM ENDS OF CULVERT
� � FLARED END SECTIONS
0 ( /
Q LOT 166 �/ �' LOT 54 RIP RAP APRON DETAIL
)
NTS
i I �
SWALE OUTFALL TYPICAL PLAN VIEW
RIP RAP APRON SCHEDULE
NTS
PIPE LENGTH WIDTH
15 7.5' 3.8'
NOTE: 1811 INSTALL SOD AND COIR WATTLES
PRIOR TO ANY RAINFALL EVENTS, CLUTCH DRIVE C
24 12�0' 6,0' �R,.,a► IVE
BOAT LAUNCH DETAIL 36 18.0' 9.0' � r�(� 1 P, It,-_
1 ° = 20'
STORMWATER DETAILS
COLLECTOR LOCAL - 50' PUBLIC R/W (LOCAL )
60' PUBLIC R/W (COLLECTOR) 3 q" (MIN) WASHED #57 STONE � OT
/r18' PAVEMENT (LOCAL) O U ( P �,ww
cc
0-- - - R, �� 3 20' PAVEMENT (COLLECTOR) 6' ROADSIDE `vcc
ROADSIDE 6' o
2
60'R o SWALE SHOULDER 9' (LOCAL) 9' (LOCAL) SHOULDER SWALE
60' 20';40 (MIN); 18' 50' \ 10, COLLECTOR) 1o' (COLLECTOR) o a
C> O q OHO O a ROCKY POINT TOWNSHIP PENDER COUNTY NORTH CAROLINA
TAPER 5 R I
SECTION 50' 18' �c�Oca� QQ � ���Oc�Q ♦�\0111111N
1 ' SHIFTS 40'R 1 "/FT. SLOPE FT. 1 "/FT. �� ��� �� �a aQ ���♦� CARO� �// OWNER TIOGA, LLC DESIGNED: DLM
. . .
---------� i'l 3/ 3 \ MP 1 1/2 6 , CABC ' ���.0l��G /I/9'9 i .
ASPHALT TAPER DETAIL SSIp ADDRESS: 4321 US HWY 421 NORTH, SUITE 140
DRAWN. DLM
�\ SF9.5A PAVING TREEV IRA�1 SPUNBOUND _�:� SEAL �' = WILMINGTON NC 28401
NTS 16" 567-7 = PHONE: [phone] APPROVED: JHF
NOTE: 40 MPH DESIGN SPEED CUL-DE-SAC DETAIL FILTER FABRIC 3
•• �
•.F�NGIN� J��
NTS LOCAL/COLLECTOR ROAD SECTION / O
NOTE: ry // q �N DATE: 9/14/2021
REFER TO PLAN DIMENIONS FOR NTS #5 ( STONE PAVING SECTION /� /;� �•M���� AASTROUD ENGINEERING,
CLUTCH DRIVE CUL DE SAC. NOTE: �� �1111111� ♦ P.A.
___ 102-D CINEMA DRIVE C-0647 SCALE: AS NOTED
REFER TO CLUTCH DRIVE PLAN NTS
SHEET FOR TYPICAL SECTION. DA 1D L ME IUS, P.E WILMINGTON, NORTH CAROLINA 28403
12 [ 1- -- ----- (910) 815-0775 (910) 815-0593 FAX SHEET 2 OF 2
GATE

�_
Curve Tab e I . ,t`t
Arc Chord Tangent Chord 50' R/W (LOCAL ) - � 3' 16 „ `
Name De I to Rad i us Length Length Length Direction 60 R/W (COLLECTOR) r 25'R ,r' \\ M A°A 3I�
---- -------- --------- --------- --------- --------- ---------------- 'a 18 PAVEMENT (LOCAL) 3 --------- \\ STREAM -`N �O 1?I-•�
C1 66°21 ' 28" 490. 44 568. 01 536. 79 320. 68 S 27° 32' 45" W 2. ROADSIDE 6' 20' PAVEMENT (COLLECTOR) 6' RoaoslDE
60'R \
o ALE SHOULDER 9' (LOCAL I 9' (LOCAL) SHOULDER SWALE .J0 5=R \I BANK N a1°35'rjQ° .E VARI.ABLE WIDTH °_,
Line Tab I e 1 0' (COLLECTOR) 10'(COLLECTOR) m 50' 1 8' 1 , .
'y Name Direction Length �, PUBLIC DR'IN- /, % ,:: N 1 YEAR
� q0'R i 316 91 `' :-EASEMENT �'� E•
1 "/FT. SLOPE1 /FT. R .'"� - �; tl�IVl � r-
FT. t "
/ --------------- -------- - G w - -I,NE
---- / ,� :F1:
° pX 3; AX / �1, g- 14. , IV ° '.. +.'.:r,;.:
�' ( L1 S 6 35 07 E 60. 00 �;� 3 \ M t t/2 / 3:\ M - ---------� /, .,w }.' _�5 • E . - ` - `-° a `'` '"" "-,f::
SITE L2 N 80° 54 34 E 33. 47 - /` • N lil • ',,
SF9.5A PAVING e � / /;, F WE Ifs
L3 S 86° 39 44 E 46. 88 ^ , , , y: � - •.,- ..- ` `X ._),,r:,'.- :::%:
CARVER DR L4 S 5037 58 E 34 . 47 16"I a' ",,:,•.;"5'`- L 7': .' �`_\ \,,* : M'414, �a-,- ,•-\
L5 N 24 40 4o E 77. 07 CUL-DE-SAC DETAIL °��, �... . , ,
SR 1437 ° " NTS -„::. tih�a ./ i�r, s: ,
L6 N 39 24 56 E 54. 13 " /� y.� }
L7 s 64° 25 1 7" E 82. 38 LOCAL/COLLECTOR ROAD SECTION �ti� = x.'` • r, •, EL, 1.9:5 ` . "GU.` F"T8."„,Rid ., , ` ,t''",.
L8 N 1 ° 45' 24" W 93. 26 / .` . ,' r /
L9 N 61 °05' 1 7" E 81 . 1 2 NTS a �?..., `,' ` ;�: ':�,, ,` -.� --' 7 r/ IN�1. 1�1 ;1:7:� �`",
L10 N 13° 20' 24 " E 100. 24 ,h ,. `L23 .` / ,.v. r /.'r ::r r� e�� {NV} �0T'7':0 :,, `--
. ;�: 1
SWANN L 1 1 N 60 31 ' 39" E 25. 1 3 ' ,4 /, _ ,10 LF ,II�IE I ' xi q`: .'-f -� �8 �{� ": „
PLANTATION L 1 2 S 76' 46' 08" W 66. 44 '- L"$..�' .�:"
L 1 3 N 22° 37' 58" W 26. 85 "� ,�•� N. M _ �, � /// T� KNDI.(r
W11
x, „
�. ALf 1
L 1 4 N 27° 02 52 E 87. 12 :, f ° / :•` s ; � - --4 ' 1 :07 0 K
L 1 5 S 37 22 22 E 70. 1 3 . �-e,
N 85 04, 1.5. -
. '.�1 AfiUKKEY G� EK
L 1 6 N 20° 00' 53" E 72. 1 8 �' 1.31 .•?3� E0:r8.0 E I R �- � r ` 9 .\\ , m �.,` S G� I �'N I P�A�J m
/� L17 N 86° 02' 36" E 64 . 47liel 1. .I r
1 / v ► p L 1 8 S 78° 26' 1 4" E 85. 30 ; '1:: __�_ , '' I r + 20.5 �j". >
L 1 9 N 64° 52 29 E 70. 31 iA. .�"� /- Z
NOT TO SCALE /''. .::. ::.>,: - _ I / ..e µ ": ( // { m,
L20 N 1 4 59 1 0 E 90. 83 . " F- d'' i` :` t; '� g ��> ^ -,1, <. / r / . c,
L21 N 63° 00' 31 " E 35. 42 ,�A /%' ." Tf ALL Y� �'� 5 -- . '• ' `, 5 \ 'D � CL 22.$ m"
L22 S 54° 45' 43" E 99. 23 5"�5. /" /°, `•`'•• � 1. / L 8:9. .. `t� - '' \\ ' 2 •
L23 N 82°52' 02" E 70. 36 N.6 �6•� _ice *qw}; i :'`Vtt y "''' �-`\ .J�' . r��_ J 1 . \a ri / , j
,�:. m ,r 0/- .\. t, r 1 : .f J �`.a' `"$ ( I I t0 �
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I,
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/ EASEMENT .x 1' , 5 I•' 1�'1 111
° .'.,0.`5% RCS$ SLOPS c )' i I " -
a w � . T r SHALE 9 )rj` r2 ISWALE 8 .,.• ; `�`, � . ;� . 1 j \\I „ a 20
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BANK I /.., ('`` / AV-- „ - -EL . :. J 0
, : :�:
-
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16.8 PROPOSED ELEVATION ," / �. / - \: - \\, . } . 89 17 - - -
'
�v a - \ s
; � - - � v /
x - SILT FENCE / " ,\ I 1 e \ \ - - \ , - - LE I
a
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o VARIABLE-.WIDTH t / ": - \\ ° 1�/1; r x' i - , � r %' ( / \`
° a / PUDIC DRAINAGE i r, i) �8 - = 16. � : r- - �L 19.0 I. ,' � I \
D1S7URBED AREA ti� '��' ' E-ASLMENT : r s q': 1 -A__ -/' - _-mac ?g -- '�' ..
OUTFALL 5 " -�� / \ , > 75 , - -� � ) t \"� $. \\- 4)` \ _ „ 'x` \
RIP RAP APRON / y. V
/ 7 7` "" - /
74 AC • -'�?" ..... 0. LF 'WE\1 R - - ,, (` ° \ \ . � .
/ 9 �•r.• / - - � w - � �19
DRAINAGE BOUNDAR1.:TOTAL E'l' .8..0 , \ " ` ` I r 15b :�
- SWAL
`:•• A, 0 L F: ICE I - - - „ , ,�' c.> ..E
-. /
3
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f ..Y.• r `it t,,} ,R� S`\Js\\4�1) \\,_ _ ,,, I ,,__/� ($_----t u y +:.� .�,14,,r a. r- - - STORMWATER PLAN SET
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`\\\\�111111// ' ROCKY POINT TOWNSHIP PENDER COUNTY NORTH CAROLINA
STORMWATER NOTES: �� CARD
NOTES: `����'Q���SSIp��'L.�„�� OWNER TIOGA, LLC DESIGNED: DLM
PROJECT AREA: 77.08 AC =Z;a' SENL 9�'• = ADDRESS: P.O. BOX 789 DRAWN:
3,357.430 SF 1 . BOUNDARY DATA IS BASED ON A SURVEY BY STROUD ENGINEERING, P.A. 3567� . _ CASTLE HAYNE. NC 2$429 DLM
TOTAL BUA (24%): 805+783 SF 2. TOPOGRAPHICAL DATA I S NOT BASED ON A SURVEY BY STROUD ENG[NEER I NG, P.A. � z PHONE:
ROADWAY BUA: 156.727 SF 3. THIS PROPERTY CONTAINS 404 WETLANDS. ';,� 910-279-1582 APPROVED: JHF
NG INE J 1�
LOTS ( 124 @ 4+500 SF I: 558+000 SF 4. PORTIONS OF THIS PROPERTY ARE LOCATED IN THE 100 YEAR FLOOD ZONE PER �� O ' • . . . • •�1 ��
FIRM PANEL 3720 3223 OOJ. 100 O 100 200 '�i4�ID L, M� ���
CREEKFRONT RECREATION AREA: 1 ,278 SF (REFER TO SHEET 2I 5. PROPERTY ACQUIRED BY DEED BOOK 4561 PAGE 294. RE. MAP BOOK 54 PAGE 118 ///IIIIII\\\�� AA STROUD ENGINEERING, P.A. DATE: 11/5/2015
RESERVE: 89+778 SF 6. THE 404 WETLAND LINE IS NOT BASED ON A SURVEY BY STROUD ENGINEERING. '
PROJECT NO. : PW-1056 RECEIVING STREAM: TURKEY CREEK 7. THE CAMA AEC EXTENDS 30' LANDWARD OF MEAN HIGH WATER. LAND DISTURBANCE -- - - - ----- C-0647 SCALE: 1" = 100'
• CLASSIFICATION' C.SW D L. ME IUS, P.E 102-D CINEMA DRIVE -
DRAWING NO. : W:/MASTER/PW-1 056/DGN/DLM3.DGN OR BUA WITHIN THE AEC SHALL REQUIRE A CAMA MAJOR PERMIT. GRAPHIC SCALE : 1" = 100' 3�gzo16 ___ -__ W[LMINGTON. NORTH CAROLINA 28403
T,TE- (910) 815-0775 (910) 815-0593 FAX SHEET 1 OF 3

_ 1 I
\'\ WOODEN RAMP AND
FLOATING DOCK
\, (BY OTHERS)
\ I 1
\ I BOUNDARY/STREAM BANK
COMMON I f,
\ / AREA.: '
\
INSTALLATION OF THE
ELEVATED WOODEN WALKWAY
\, NO PROPOSED RAMP
IN 404 WETLANDS WILL 1MPRovEMENTs /
\� BEYOND 404 LINE''.
/ / r
REOU I RE A USACE -
i rf
\ / / 1
,gyp, •
NATIONWIDE PERMIT ;
e
lee
EXISTING 18' WIDE
��
BOAT LAUNCH AREA
(STONE/SOIL MIXTURE
N. \' WORK WITHIN 30 OF i TO BE UNDERCUT AND - _ - _ _ _ _ �' rr'` �Q�� ;' LOT` 49
\, REPLACED WITH #57 STONE
PUBLIC TRUST WATERS OVER GEOTEXTILE FABR Ca
WILL REQUIRE A CAMAS -
�b
�so-e MAJOR PERMIT --_-- g'
y UTFA L I
•
10 LF RIP r
---
50 RAP WEIR
ELEV 8.0
COMMON
A
-
RA -
5 WALKWAY
_(ILEVATED �° r
WOODEN
DECKING ) INS)T.0 S011L SHALL NOT BE fJ
MECHANICALLY COMPACTED .� r
d
TEMPORARY
/j
SEDIMENT
o "
(4)-AO 0' 'TRAP TO BE
TROC AILER
LA E�r REGRADED AND
f
/ r
P ING STALLS (`
(#57 STONE OVER
E GEOTEXTILE FABRIC)
COMMON t 16 X 16' GAZEBO LANDSCAPING TIMBER WIDTH PER PLAN
AREA t
a H
�� DECK) __
(ELEVATED PT I
�� �- --' _ -• •�� PARKING/DRIVED 1 SLE
FEEO9NO MECHANICALLY COMPACTED � ` J- ` S�a�,�. E _771
ANDTO C�URBITRAF�NC777
x 4" (MIN) WOVEN
WASHED GEOTEXTILE
8.3 � #57 STONE FABRIC
t :• �4 ,••• SWAL 8
>.. ---- BOAT LAUNCH
of 0 ALL „ r�_ DRIVE ISLE SECTION
�•����,• 0 LF R PRIVATE Ijr Nrs
8.3 LAUNCH
BOAT
.. .. ELEV 80 DRIVE ISLE
\ (#57 STONE OVER
T ORARY G EOTEXTILE FABRIC)
•
t
v.--- DIMENT
00
RAP TO HC \.
EGRADED AND 40' R/W
LANDSCA D \ a 18' PAVEMENT (LOCAL ) a
,f rj PARKING LLS PRIVATE \ 3 ROADSIDE 6' 6' ROADSIDE
4__ ____ (TYP I AL AS T BOAT LAUNCH CD SWALE SHOULDER SHOULDER SWALE o
/'_' - T T 0_0 __- / PAV EC IO DRIVE ISLE _ -`
-• A 8'8 (TYPICAL CAL ASPHALT -° CD
- fT
R-30
� .• s'v .-- a 3 SLOPE1,4' FT.
PAVEMENT SECTION) ,` '
S BUA TABLE 3: 3 1 MpX 3;r 3.1 pAPX
F .
- ..._- �^• 1 ;.: ASPHALT PARKING 1056 SF 1 //1 T1/2
$.$ �� p`� "BUILDINGS 222 SF SF9.5A PAVING 6" CABC
"� — —..- h _ — — 9 l ;•'. TOTAL BUA- 1278 SF
16
OTHER IMPROVED AREAS i°PERV I OUS) ,
WAY,f o 8.9 RAISED WOODEN walK 403 SF ATE RO DRIVE
#57 STONE PARKING 5642, SF A
•` r TBC OR ABC
- s
FUTURE - NITS s
PRIVATE SECTION
... DEVELOPMENT
• CLUTCH DRIVE �~ '
r 18' ASPHALT '
' E<
• _..- 40 PRIVATE R/W _. -,
' r /
LOT 55
— — BY.
CREEKFRONT RECREATION AREA SITE PLAN
r
os UNC
Tic 0
r r \\\\IIIIIII//// ROCKY POINT TOWNSHIP PENDER COUNTY NORTH CAROLINA
r
A //
r `Q CS �y�� DESIGNED: DLM
NOTES: , �• ��: �/
� OWNER T IOGA+ LLC
1 . BOUNDARY DATA IS BASED ON A SURVEY BY STROUD ENGINEERING, P.A. rr
2. TOPOGRAPHICAL DATA IS NOT BASED ON A SURVEY BY STROUD ENGINEERING, P.A. '� 9�.: _ A DDRESS� P.O. BOX 7$9
3. THIS PROPERTY CONTAINS 404 WETLANDS. _ ;a SEAT _ DRAWN: DLM
ARE LOCATED IN THE 100 YEAR FLOOD ZONE PER _ 35677 _ PHONE: CASTLE HA582 NC 28429
4. PORTFIRM[PANELL 3720S3223PROPERTY
OOJ
• 910-279-1582
ACQUIRED BY DEED BOOK 4561 PAGE 294. RE. MAP BOOK 54 PAGE 118 % ' FN ��eJ���� APPROVED: JHF
GIN .
5. PROPERTY
6. THE 404 WETLAND LINE ADJACENT TO THE CREEKFRONT RECREATION AREA 10 0 10 20 ��q�7 d L .kS��`�
Y BY STROUD ENGINEERING. � D11111���` AASTROUD ENGINEERING, P.A. DATE: 11/5/2015
[S BASED ON A SURVEY _ _-____-_-__-
PROJECT N0. : PW-1056 7. THE CAMA AEC EXTENDS 30' LANDWARD OF MEAN HIGH WATER. LAND DISTURBANCE
OR BUA WITHIN THE AEC SHALL REQUIRE A CAMA MAJOR PERMIT. THE MEAN HIGH GRAPH IC SCALE: 1" = 10' o 'YD L. ME Ius. P.E t02—D CINEMA DRIVE C-0647 SCALE : 1" — 10'
WATER LINE SHALL BE FLAGGED PRIOR TO INSTALLATION OF SITE IMPROVEMENTS
DRAWING N0. : W:/MASTER/PW-1056/DGN/DLM3•DGN BEYOND THE CLUTCH DRIVE R/W. GATE-
3�6�20/6 ___ W I LM I NGTON. NORTH CAROL 1 NA 28403
(910) 815-0775 (910) 815-0593 FAX SHEET 2 OF 3

NPDES STABILIZATION T I MEFRAMES EMERGENCY
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS OVERFLOW WEIR
COASTAL PLAIN SITE STABILIZATION SCHEDULE
PERIMETER DIKES, SWALES, AND DITCHES 7 DAYS NONE
10' LF TEMPORARY 1. Fertilize and I i me per recommendations of soil
HIGH QUALITY WATER (HOW) ZONES 7 DAYS NONE OVERFLOW WEIR LENGTH AND tests or apply 2,000 lb/acre ground agricultural
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND FLATTER ELEVATION limestone and 750 Ib/acre 10-10-10 fertilizer.
THAN 2:1 THEN 14 DAYS ARE ALLOWED. SET OVERFLOW AT PER PLANS 2.
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH. Roughen
lime/fertilizer tracked
inches.
3. Roughen steep slopes by tracked machinery.
EXISTING GRADE TEMPORARY POOL ELEV O 0
OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE O 0 00 0 4. Select species based on season. Refer raking
tables.
5. Broadcast seeds evenly and cover by raking
OUTF 2X2 BOX WITH or dragging a chain. Firm soil by ro I I i ng.
ALL SWALE TEMPORARY POOL 3 SIDED THROAT
6. Apply straw mulch at a rate 1-2 tons per acre.
FROM R 0 Anchor straw by tacking with asphalt, netting,
ROADWAY RISER W/
ACTIVE VE DEPTH FRAME 8 GRATE OUTFALL WEIR Ardiskuwithablades nsetonnear I straight can be
LENGTH PER SCHEDULE PER SCHEDULE PERMANENT POOL used as a mu I ch anchoring tool.
EROSION & SEDIMENT CONTROL MAINTENANCE PLAN 1 ' RESIDUAL DEPTH SET BOTTOM OF LENGTH AND 7. Referti I ize if growth is not fully adequate.
TOP OF BERM EL EVAT ION Reseed, refert i I i ze and mu I ch immediately
1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE - 2 ` DUTF THROATS TO following erosion or other doMGe.
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- ` - �� ".11` SEDIMENT BASIN 3" PVC SKIMMER 4�( p�pE EX GRADE PER PLANS
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK L 1 ; 120 DRAWDOWN AT HOPE OUTFACE PIPE no0o PERMANENT SEEDING TABLE 1
AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL. ti ff f c> HDPE INV ELEV LENGTH, DIAMETER AND '0
t.."� 8o EXISTING S T I N Seeding Dates Recommended P I ant i ng Rate ( I b/oc)
INVERT PER PLANS � G GRADE
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTIONS ENTRANCES THAT WILL Feb. 15 - Apr. 1
.j �TREV I RA SPUNBOUND Ta l I Fescue Mixture see table 2
BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2 OF #4 STONE TO <_,� `- ;- r Sep. 1 - Nov. 1
C: cs aC = cs` TYPE 1 1 /1 20 Apr. 1 - Aug. 1 Hybrid Bermudagrass see table 2
MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO <! p � r ,� c\c _'> 7e FILTER FABRIC CONSTRUCT I 0 N PHASE
PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE ''
Apr. 1 - Jul. 15 Common Bermudagrass see table 2
OBJECTIONABLE MATERIAL SPILLED, WASHED, OR TRACKED ONTO THE HDPE \� Mar. 1 - Jul. 1 Centipedegrass see table 2
CONSTRUCTION ENTRANCE OR ROADWAYS. I OUTFALL i 12" THICK
SEDIMENT BASIN
PIPE CLASS B ACTIVE DEPTH PERMANENT SEEDING TABLE 20-LOW MAINTENANCE MIXTURES
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET - RIP RAP EMERGENCY SCHEDULE Site Description Recommended Planting Rate ( lb/ac)
PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT
INLET PROTECTION, ROCK PIPE INLET PROTECTION, AND GUTTERBUDDY TYPICAL EMERGENCY OVERFLOW WEIR BASIN ACTIVE
INLET PROTECTI[N WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN 1D DEPTH (F Tl Well to poorly Tall Fescue Mixture 80
Pens
cola
HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED
OVERFLOW WEIR SECTION LENGTH AND 1 drained soils KobeaLespedezaagrass 40
WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS NTS ELEVATION A NS 2 Dry to well Pensacola Bahiagrass 50
WILL BE REMOVED FROM THE ROCK AND HARWARE CLOTH TO ALLOW PROPER PER PLANS 4 drained soils Common Bermudagrass 30
q Kobe Lespedeza 10
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER 0 0 5B
EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER EXISTING GRADE 0 o00o 2X2 BOX WITH 0.73 German Millet 10
DAMS, DANDY SACKS/SOCKS, AND GUTTERBUDDIES ONCE A WEEK AND Swales Common Bermudagrass 40-80
OUTFA 3 SIDED THROAT 6 1.
AFTER EVERY RAIN EVENT. NOTE THAT THE GUTTERBUDDY IS REUSABLE FROM L L SWALE RISER W/ 7 PERMANENT SEEDING TABLE 2b-HIGH MAINTENANCE MIXTURES
SHOULD BE STORED OUT OF DIRECT SUNLIGHT BETWEEN JOBS. 1I B ROADWAY FRAME W GRATE Site Description Recommended Planting Rote ( I b/oc)
OU TF AL L WEIR Well to poorly Tall Fescue Mixture 200
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATEEY TO REMOVE o °°o a'
SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION 0 ° ° ° SET BOTTOM OF drained soils Rye Grain 25
e 9 o °° Q LENGTH AND Dry to we I I Hybrid Bermudagrass 50
RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE RESTABLIZED UTF4tt p THROATS TO ELEVATION drained soi Is
2"-3" COARSE AGGREGATE °°oeo °°
WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF PHASE OF 6" DEPTH o oB pO HOPE OUTFACE PIPE /p EX GRADE PER PLANS Wen I drained
sandy loam to Centipedegrass 10-20
ACTIVITY ASSOCIATED WITH A SWALE. o° °o °o ° 50' LENGTH, DIAMETER AND oo000o sand, lawns.
° a INVERT PER PLANS O S� LIMIT CLEARING AND GRADEING TO PORTIONS OF LOTS NECESSARY
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN °° b° ° 0 8o EXISTING GRADE FOR HOMESITES AND PROVIDE SILT FENCE ALONG SIDES AND REAR Notes:
IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED °o g °o °
. 0 For seeding outside of recommended dates and/or
AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. °°?a o o .0. °
STAKE SPACING WILL BE 6 FEET (MAX) WITH THE USE OF EXTRA ° 8 °° CONSTRUCTION PHASE 2 „ „ for temporary stabilization, refer to temporary
° x x �•� seeding table.
x
STRENGHT FABRIC WITHOUT WIRE BACKING. STAKE SPACING WILL BE POST -CONSTRUCTION S T O R MW A T E R F 8 FEET (MAX) WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING " >K For highly erosive areas or as directed by an
ARE USED. IF ROCK FILTERS ARE USED AT LOW POINTS IN THE EXISTING ROAD engineer, sod shall be provided.
SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF 1T x
BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED, THREE
UNCLEARED SINGLE UNCLEARED ADJACENT „ UNCLEARED TEMPORARY SEEDING TABLE
LOT LOT " LOT LOTS LOT Seeding Dates Recommended Planting Rate ( I b/ac)
OR IS DAMGED. CONSTRUCTION ENTRANCE DETAIL CLEARED CLEARED
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED NTS ( MAX ) Kobe Lespedeza with 50
x % Dec. 1 - Apr. 15 Rye Grain 120
Apr. 15 - Aug. 15 German Millet 40
STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. THE ROCK
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER QUTFALL SWALES SHALL EMERGENCY QUTFALL il
DRAINS OR WHEN THE ROCK [S DISLODGED. BAFFLES WELL BE REPAIRED BE STABILIZED WITH SOD WEIR WEIR I Aug. 15_- Dec. 1 Rye Grain 120
OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE, OR BECOME OR EXCELSIOR MAT O O O 00 STABILIZED ROADSIDE DITCH WITH
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE n SOD INSTALLATION
REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE FIRST BAFFLE. BACKFILL 3' WIDE TRENCH AND 00 PAVED ROADWAY
IF APPLICABLE, FLOATING SKIMMERS WILL HEIGHT
INSPECTED WEEKLY AND STABILIZE WITH BERMUDA SOD �Q-
0 15" DRIVEWAY CULVERTS UNLESS OTHERWISE NOTED 1. Fertilize and lime per recommendations of soil
(� tests or apply 100 Ib/1 ,000 sf ground agricultural
O limestone and 25 Ib/1 ,000 sf fertilizer. In the
WILL BE KEPT CLEAN. O fall , use 10-10-10. In the spring, use 5-10-10.
EROSION SEDIMENT BASIN/7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE STEEL CONTROL QUTFALL SWALE CONSTRUCTIOIN PHASE 2 LOT CLEARING DETAIL 2. Incorporate ime/ferti I izer 4-6 inches.
DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. STAKES FABRIC NTS 3. Rake or harrow to achieve a smooth final grade.
ROCK WILL BE CLEANED CI REPLACED WHEN THE SEDIMENT POOL ME 3 ' -0 " UNLESS O O O 0 4. Roll to achieve a smooth, firm surface on which
LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES WILL BE OTHERWISE NOTED O3 Li lay the sod.
5. Lightly rake and irrigate top layer of soil just
ON PLANS prior to installation.
REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE, OR
0 INSTALL COIR WATTLES
BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT i FILL WIT 0 ON 20' INTERVALS 000 6, Lay sod in a staggered, brick-Tulaike pattern with
WILL BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1 _0 EARTH the longest dimension perpendicular ul the slope.
FIRST BAFFLE. FLOATING SKIMMERS WILLREACH
BE INSPECTED WEEKLY AND Avoid gaps. Use a knife to fit irregular shapes.
7. Roll sod lightly after installation to ensure
good sod to soil contact.
WILL BE KEPT CLEAN. 8. Irrigate initially to wet soil to a depth of 4".
D U T F A L L TYPICAL PLAN VIEW 1 Keep soil moist for 2-3 weeks thereafter or unt i t
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, = i i � II NTS 3 sod has taken root.
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL (MIN) BOTTOM
PROVIDE STABLE
NOTE: WIDTH VEGETATIVE COVER
I INSTALL SOD AND COIR WATTLES
SLOPES WILL BE SLABILIZED WITHIN 21 CALENDAR DAYS. ALL
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS. I I PRIOR TO ANY RAINFALL EVENTS.
3 MIN. q' „L „
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE I BURY SWALE DETAIL
PUMPS, TANKS, HOSES AND INJECTION SYSTEMS WILL BE CHECKED I I NTS A PIPE ZJ
A
FOR PROBLEMS OR TURBID DISCHARGES DAILY. I I
I I NOTES: o e••oo:�o:... •
I_J •_ea'a� ' . •C L A S S ' '.'8
MAXIMUM SIDE SLOPES OF SWALES SHALL BE 3:1 . -__ R I I' R A P3`
NOTE: SWALES AND OTHER AREAS SUBJECT TO EROSIVE FLOWS SHALL BE „W
WETLANDS IN DISTURBED PORTIONS OF SITE SHALL BEPERMANENTLY SEEDED OR SODDED WITH BERMUDAGRASS OR APPROVED FLARED END
PERMITTED BY USACE AND NCDENR AS REQUIRED. TYPICAL S I L T F E N C E EQUAL IN ACCORDANCE WITH STABILIZATION SCHEDULE. SECTION 1�- a '4 o p`o 0 0
ATTACH POLY LINE B/W 2
NTS SKIMMER HEAD AND FLOAT EITHER SOD OR TEMPORARY SEEDING SHALL BE PROVIDED FOR STABILIZATION PLAN VIEW
ADJUST LENGTH TO ACHIEVE OUTSIDE OF THE RECOMMENDED PERMANENT SEEDING DATES. FINISH GRADE
0.5' DISTANCE FROM WATER QUTFALL SWALE 1 -5 BOTTOM WIDTH SHALL BE 5' . TOP OF BANK
NOTE : POSTS TO BE SPACED 6 FT TO CENTROID OF ORIFICE QUTFALL SWALE 6 BOTTOM WIDTH SHALL BE 6' .
O. C. OR 8 FT O. C. W/ 14 GAUGE
6 X 6 WIRE MESH REINFORCEMENT. PIPE � - �-- --FLOW LINE
FLOAT TETHER FLOAT TO BERM o 0 o e 18"
WITH POLY LINE TO ENABLE CLASS B IM191 M71
WOODEN POSTS ARE NOT ACCEPTABLE SKIMMER MAINTENANCE
TO SKIMMER II / OVERFLOW WEIR IN BERM OR RIP RAP '�'7FILTER FABRIC
THREADED t--TEMPORARY.POOL----- --- -- ------------------1 -.
- -�-----�- OUTLET STRUCTURE CONTROLS SECTION A-A
CONNECTION TEMPORARY POOL ELEVATION
CBU ON 5' ( MIN ) FILTER FABRIC TO BE TREVIRA
BAFFLES WELD CONCRETE E MAINTAIN SPUNBOUND TYPE 111120
ELBOW r R/W' CONCRETE
TENSION WIRE STRAND PERMANENT POOL OFFS WALKWAY RIP RAP APRONS SHALL BE PROVIDED
- 9 GAUGE (MIN) HIGH ELBOW
::::_.��M7m����M�;'�� WELD � U S P S
11 SECURED TO EACH DESIGN 0'5 COUPLING R/W - ON DOWNSTREAM ENDS OF CULVERT
_.. ..r....__-.__.� 5 FLARED END SECTIONS
DIVERSIONII ! I
OR SWALE ' I I I POST TO SUPPORT 3" PVC TO STRUCTU
`,BASIN I ,BASIN I ,BASIN I ,BASIN BAFFLE MATERIAL �� STORAGE SEE DETAIL OR OUTLET STRUCTURE
LENGTH LENGTH LENGTH LENGTH DUTFALL DRAPE BAFFLE OVER WIRE STRAND :� 4' (MAX) TO BOX/BERM VOLUME 9 ( MIN )�ti
3" PVC INVERT CONTROLS
1 ! I I AND SECURE WITH CABLE TIES TO 10 LF 3" PVC SKIMMER PERMANENT POOL ELEVATION FROM LANE 9' 7 '
II l 1 I I ; f ANCHOR WIRE TO PLAN VIEW ARM BETWEEN COUPLING TO CBU �....... ....... EP - RIP RAP APRON DETAIL
• ;, ,z EACH POST AND TO MARE STRAND POST IN BASIN AND SKIMMER HEAD
AT 12 (MAX) PACING STEEL
r -:._....__w - SIDE SLOPE
NTS
l 20' • • 25,-~• 20'
=1=-- ----..-.-_-----_I--------:m__-------------------- STAKES
SKIMMER HEAD
BASIN LENGTH SEE DETAIL TURNOUT ASPHALT
SCHEDULE
ARM SECTION AND ----- EP - RPIPRAP
LENGTH SCWIDTHE
SKIMMER COUPLING
BAFFLE SPACING DETAIL I NTS A
SKIMMER SSE SLOPE TO MATCH 1 3
p i NTS ADJ CEyT LANE NTS
_ -
R/W 2
18 9.0' 4.s' -- � ..
3, I II 4 12.0' 6.0'
BAFFLE SPACING SCHEDULE (MIN) II � I 1 7.
° BASF E MAi RIAL301/
I� 36 18.0
i l k ! I Y 4 I
BASIN # LENGTH WIDTH BAFFLE SPACING + 1 E IdOE$ -, CBU TURNOUT DETAIL
1 50' 30 12 ,I3II ` - SECURE BOTTOM OF BAFFLE
- n STAPLES i NTS BY:---
2 100' 30 25 - TO
12N (MAX)T SPACING
T
3 80' 40' 20 '
4 80' 35' 20 m_ T T r.. _I a ------
5A 165' 40 40 - EROSION CONTROL AND STORMWATER DETAILS
5B 55' 25' 14 2, i �� ' I .
6 55' 40 60 THROUGH BOLTED
STAINLESS STEEL EYE
7 7Q 3Q 18 - tI Ail( HiDAI =�'tT STEEL FOR FLOAT ATTACHMENT
(MIN) i i i IISH �11NGS) STAKES
TRAP # LENGTH WIDTH BAFFLE SPACING II II 3 _ Tic I no
IJ IJ (MIN) ; 7 � I _ SECURE CLOTH AROUND 0 UNC C�cc �
-w,, cc io
1 30 10 7i ', I � m � q SKIMMER HEAD WITH A
_� T T STAINLESS STEEL PIPE CLAMP ROCKY POINT TOWNSHIP PENDER COUNTY NORTH CAROLINA
2 30 10 71
BAFFLE DETAIL
3 55 20 14' r 3" PVC SKIMMER ARM ��1111111/
4 40' 15' 10' NTS o y``,•r SSICA O4,�G i
NOTE: COIR BAFFLE MATERIAL PROPERTY REQUIREMENTS OWNER TOGA, LLC DESIGNED: DLM
THKNESS 0.30 IN (MIN) I I 3" PVC CAP W/ ORIFICE �Z•04 �9'.9
PROVIDE (3) BAFFLES ACROSS WIDTH OF TRAP TENSILE STRENGTH (WET) 900 x 680 LB/FT (MIN) REFERDRILLEDTOIORIFIICERSCHEDULE = •a SEAL _ ADDRESS CP.O. BOX 789 DRAWN.
SPACED PER THE SCHEDULE OF DIMENSIONS. ELONGATION (WET) 69% x 34% (MAX) 2' i 16� _ 35677 CASTLE HAYNE• NC 2$429 DLM
FLOW VELOCITY 10-12 FT/SEC (MIN) i FLATTEN INTO DUCKBi__ GALVANIZED WIRE CLOTH PHONE [phone]
REFER TO BAFFLE DETAILS SHAPE 0.75' FROM ENO TRASH SCREEN OVER PVC CAP • �` l.� . APPROVED: JHF
WEIGFI_ 20 OZ/SY (MIN) II OF CAP WITH CABLE TIES i H
MINI 'M WIDTH 6.5 FT ...IJ _ MAXIMUM WIRE SPACING o.5" % p• . GIN• .'�J��
OPEN AREA 507 (MAX) �4�16 L,M��\��
���/�1111►►►���� ASTROUD ENGINEERING, P.A. DATE: 11/5/2015
PROJECT NO. : PW-1056 NOTE: TYPICAL INLET PROTECTION SKIMMER HEAD DETAIL :AVID .-ME IUS,-p.=---- 102-D CINEMA DRIVE C-0647 SCALE: AS NOTED
BAFFLES ARE NOTE REOUIRED IN SEDIMENT BASINS NTS 3[1620/6 __ ___ WILMINGTON, NORTH CAROL INA 28403
DRAWING N0. : W:/MASTER/PW-1056/DGN/DLM3. DGN WHERE RESIDUAL WATER DEPTH IS 2' OR GREATER. NTS
SATE t910) 815-0775 t910) 815-0593 FAX SHEET 3 OF 3

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