SW8110227_Approved Plans_20111031

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NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1720
[phone] FAX: [phone] V I C I NTY MAP
PROJECT APPROVED
NORTH CAROLINA ENVIRONMENTAL
SUNSET BEACh BOATING ACCESS AREA MANAGEMENT COMMISSION .�
DIVISION OF WATER QUALITY
PROPOSED CONSTRUCTION 6W,,10.9?7 /
3 roggar ,„, ^M
ATLANTIC INTRACOASTAL WATERWAY ._ \.
• IY I •Iq 0'75 .h1,, in
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Brunswick CountyNorth Carolina ` � �� �
' centnsw ea�e $
11 coo-..ssx m..x3,w 1. yy
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y � 2Y - lNn iLM11' i
June 2009 - ,aV .
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.St £�Q� 41 t Uri(
Sheet Index '' i s: i i ° `
Sheet I of 9: Title Page `�.c e�RO s,, k $_ a 6 s. ... .0.0�� �,;-
Sheet 2 of 9: Overall Existing ?%•ctss/o '•1 ; auEr ' °�;.t: b 1:;‘,'
It +'�1,-,
y •'' +' �'� �•r'fN:»-4n Caw.Yr 4./E0 b�'I 8 t °.• :41TX�
Sheet 3 of 9: basting Site plan with contours !--- ;:„._rx° 1- c uw�E" „ � c. �Ps S �"W."h 3.s°s411' 6e 4°''yec•e KAU ` 0 �` , waif £ ,EX 1
•
Sheet 4 of 9: Proposed t]37-7 •, -0 _il , E 0• * E` g.�.. V
p 4:•a .E Emu 01 3 Wa - po pRtM1 1
Sheet 5 of 9: Proposed Ramp Close Up ��^ ��•- ° ' . �� ,p� �' `°'Y' �"`
/ V t� \\ '��"s��..�, � � Oy7Ek 4 a.T.a•smn-wss n_:crs .•.r.arr 9.ua�.,-iw ��
Sheet 6 of 9: GradingMan '�, 4s•T-Coy\� � ��U � v -.G
\` �a si. n TWIiLtK•s �T 1
i �} f
C ',�/f r t t ' hob'. 3 —' '`�Y.., . `b'at:.' 'sue,. ..
Sheet 7 of 9: Profiles io oer fl p,0� w
Sheet 8 of 9: Cross Sections Y° �., ` :::::„,....„4„0::..." ."""�' ' -- ,� II6t�Sheet 9 of 9: Drainage Area and basin _ ,
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RECEIVED I Sheet I of 9 d
1 OCT 142011
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1 .. DESIGN ENGINEER: Tom Covington DATE:Juno 2009 ' S'HEE T- Th
Sunset ash Sch Schematic ..
NORTH"CAROLINA WILDLIFE RESOURCES COMMISSION iSCALE: i 100i Existing Conditions
L1720 MAIL SERVICE CENTER RALEIGH,NORTH CAROLINA 27699 919.707 0159 OFFICE 919 707.0162 FAX Overall Existing'; REVISION:
BRUNSWICK COUNTY NORTH CAROLINA INTRACOASTAL WATERWAY. .
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�' DESIGN ENGINEER. Tom Covington _ DATE. March
2009 l( 8ji ,ET
Sunset Beach$ e at .
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION SCALE. 150 Existing Conditions
-:.. 1720 MAIL SERVICE CENTER RALEIGH,NORTH CAROLINA 27699 919 707 0159 OFFICE 919 707 0162 FAX Existing y LotREVISION-
lBRU,NSWICK.COUNTY NORTH CAROLINA INTRAC..OASTAL WATERWAY'•• CADD ID.C.\...\Su t ach.DWG : F '9 CADD FILE nse Be O'.

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Current Permitted Impervious w/in AEC -
.3-
Limits of New Asphalt 6,247 5F
0 0 Proposed Impervious w/In AEC -
DOT 20' REQUIRED OFFSET .... 4, 834 SF
\ DOT ROW
mit Limits of Disturbance
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242. •• • �.::�
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Limits of New Asphalt ... .. . . .. .... . O
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di, • •• • Xihr ''al"•• I /:1-- :1:-,..4 7E: , 7.r.17 :::
\ Limits of New Asphalt i�l • •NE�..it
Proposed Asphalt Parking and Access D y 4 4 �, e�p?' ///S% COVtNG\\``
\ Proposed Concrete Dock Abutment �/J(I 111
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Existing Bulkhead . .. '
'4111k114
— — Mean High Water Line �1 �'� Y�•.�u�r I�pp / oposedd Dating Dock
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+• Coastal Marsh Limits of New Asphalt \\IWI
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Existing Wood bulkhead to R �`` _ 1= /w BY:_
Fill
i/ Coastal Marsh ♦ .'_'." . ' . '.'.'. _ i •, NOTE. NO MARSH IMPACTS �/
---- Limits of Disturbance 2005 NCDOT / • ` 1— I #.4 1 �'aS ' _ a _ PvC\ /'
Traffic Flow Delineation • 'W `. _ : I — i ''s !-S "�.a - -
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Existing Tree . . _ i_ '`\\\1�" \,�`\� ' _ _.� . 1
likil`r �d �\ I ` it r'
H `1` I , .ti` . r INTRACOASTAL WATERWAY
JQ � JU �!M9 - \. -it1,1�11��m11 ----\ - ___r - '��� SA/11QW and PNA classification
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\ �' 75327SFLot size-
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Scale �� = 50, '-__ J ♦♦ �� s`f- _ .� �.--- -�r� -22725 SF within AEC, 6,427 SF impervious within AEC
suns t B a h• Schematic.,
DESIGN ENGINEER: Tom Covington DATE: March 2010 )' sMttr
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION :SCALE so' Proposed
1720MAIL SERVICE CENTER RALEIGH,NORTH CAROLINA 27699 919 707 0159 OFFICE 919 707.0162 FAX Proposed , REVISION.
:> \ 6RIJNSWICK COUNTY NORTH.Cf1R0LINA INTRACOASTALi/1�l 1 RWAY J\
ADC FILE ID:C:�..Sunset i3each.DWG OF . '

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- r - Stimet Ettacit Schettatic DESIGN ENGINEER: Tom Covington DATE: March 2009 ( SHEET'''' '''•
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION - , SCALE: :120: Proposed
1720 MAIL SERVICE CENTER RALEIGH,NORTH CAROLINA 27699 919 707 0159 OFFICE 919 707 0162 FAX ' Proposed Ramp Close p ,,REVISION:! ' - : J 6 ...
5'...._:
i BRUNSWICK COUNTY NORTROAROUNA: -iNTRA60ASTAL W. AT,ERWAY. . .)\..CADD FILE ID: .:‘...\S!.inse:t Beach DWG
.... ...
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Temporary dewatering location,
surrounded by silt fence
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\ \ i f - I Prlsmoldal Volume Results
CPN`\' pg\VE f ' N in
I Original Surface Models existing
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'Z Final Surface Modell Proposed
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Fill Compaction
Factor!
0.00
` allCompactRaw Cut Volumes 1413.66 cu yd
1� Compacted Cut Volumes 0.00 cu yd
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Total Cut Volume! 1413.66 cu yd
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lle Volume) 0 008cu cyd yd
`� ♦�••♦r♦`�� Total Fill Volume' 412.82 cu yd
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le raw .' ♦i 0 .♦♦♦♦♦♦4♦!:•..? ii?..•♦♦i♦♦♦,,,-* .�4'V.♦,♦♦♦,1# */�;,.♦♦♦♦44 4.•♦•♦�♦�♦♦♦♦♦♦♦i I.•:* INSTALL SEDIMENTATION CONTROLS
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roSS Fin . n' .�It N.
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--- LimitaofDisturbance �` +. ..'., .'". II'e 0.SC41
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—II Silt Fence - , . . ' .. . - . . . —Kv ���jI Cat I / ' \\ �.- -(� /�
iisc �� - �4. ,Q ,y
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dock/walk 3= ��
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G 1�, Existing Tree I Y— ,Y_Y_Y.Y. , . , . .-_Y_Y_Y +�' \J 1' \\\\\\\\"1\`\,�\\\\\\\\\� �_,.,` .7.._4
Y
11
50 0 50 '-✓w� \ — 111\11111111111111111i �- -� -,4►���_+ -- __.._. _ —� cN-
=: .1, ��\\`
- lo CT 1
J�4►` - =
Scale 1" = 50' .. - _ �� ,- '�" - ; .-J�` �''
_
• DESIGN ENGINEER: Tom Covington DATE:March 2009 SHEEET
• Sunset + ch. Sehem»t c
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION 1 scA�E so Proposed
1720 - [ . .. ,. •
MAIL SERVICE CENTER RALEIGH,NORTH CAROLINA 27699 919 707 0159 OFFICE 919 707.0162 FAX Cu '1=1I.I P Ia'n REVISION
BRUNSWICK COUNTY- NORTHCARCULI.NA : INTRACOASTAL WATERWAl�". .-
• CADD` FILE ID:C:\...\Sunset Beach.DWG J OF-9 i

_______ Kamp and Existing Ground Profile
Top of Prop Ramp PI 10.0
—
���L%i%�'_ ,- ~_ w MHW=4.0
• MLW=0 Existin- Ground
2.I'Layer Consists of: • • -"! ?� � t7,47...04
+=•`+•• ������,���&i��'��.•.•--`..-'.�A�`-"-•�-.�-�-�-�.�.-��������7� : _�.._�.___
7.5"Concrete Slab •' ..'"' 7'4'• -: End PropRampEI=-4.0
6"#57 Stone Proposed Ground Profile Exist.Ground Profile
1'Class B Erosion Control Stone
Ramp is to be placed at a slope of I 4% Area to be dredged
cLe...01A 11'—' ..... E
Floating Dock Profile = - ft-.-
.
P'i • CO I\N
0� 111111‘‘
10 OQ` I00' 20"30' � 81 MHW=4.0''�'.iseri. .r •r, - .: .
Top of Dock flucutates,but maintains loaded freeboard of 20"
-.,;.,, MLW=0
Top of Dock EL 7.8 Ft ��!--,:�:..
1,-'i,-‘1/ 7.•:o��End Pro- Ram-El---4.0
!ice
Proposed Ground Profile 1
. CITE
OCT 14 2011
BY:
East Side Groin Profile
Note: West Side Groin profile identical except Note: 2"gaps to be placed every 2'the entire
I 43.0' 14'shorter at south end. length of the breakwater. Spaces will extend
from the mudline to the top of the breakwater.
1�
}
2.0 J ,1 1 f`'�i ��a� ��� ` 8'7,0' Top of Wall EL 6.0 Ft
'+rERrl'` ,,,, nr..•L�t 1 - --- -.. --------- ---- --- -- ----- MHW=4.0
.. \?_.; 1�-,_,\I w:rT 16:i; 'ri ��1 r.� MLW=
7.
-•-fir — -
8-9"Tip Pile treated to 2.25 CCA Typical, , h Proposed Ground ProfileI Exist.Ground Profile
Sunk to a minimum 8' depth or refusal.
4'xG Whaler EL 0.2'
Vinyl Sheet Pile Embedment 8' minimum or refusal
Not to Scale
�= I' M DESIGN ENGINEER: Tom Covington DATE:April 09
Sunset Beech Schema NORTH CAROLINA WILDLIFE RESOURCES COMMISSION ! Sci�LE 40 Profiles
1720 MAIL SERVICE CENTER RALEIGH,NORTH CAROLINA 27699 919 707 0159 OFFICE 919 707 0162 FAX r }L�r REVISION',
�' BRUNSWICK COUNTY NORTi �p}1ROLIN,A INT�if�COASTAL WATERWAY
ICADD FILE ID: C:1...1Sunset Beach.DWG / OF 9.

Asphalt7-
-2' Graduated Benchmark Post- Asphalt
Drive Post 12" deep ad mark in
tenths of a foot starting with 12.0
at the bottom of the basin.
41x6' whaler typ.
fuli pool elevation: 15.0 Vinyl sheet piling 1\f—,Z
(CCA treated)
''1.,' ,' ,' 1' 1' basin bottom elevation: 14.0 ''�+'-�!=�=6:_�
...._ ,
[ distance varies -1 •
Graded Aggregate Base 1/4...J
-
TYPICAL I NM LTIZATION BSECTION
BASIN 2" gap as reaulred�
N.T.S. 0 9'
2.0' 8" Dia. CCA
n- _ - Proposed Public Fishing Pier
Treated Piling
I ' V
' i N.T.S.
•-- II ' _ Sheet Pile Wall
------..1 I {
-0.3
�11111f11/,
PROPOSED TYPICAL ROADWAY ----_- -,�—. `I , , , , , , , , ,2- - - Top View ``���H••�AR/,,/�
CROSS SECTION :.� . . .� - _____ I •��`oQ`••FEss;•���'%�
.1 _ - j..:744g3 OtU3 di r- : ,— ,
2"Asphalt Pavement I I !(proposed) _.� •.� ._�-.`�._�_ 112 slope,j9•_
, 2x 1' I i 5.0 to ADASee Inset A ' i t% ./•• ••;`0\���
II II-II If ll= j conforming 4" ABC Stone �I n ll II I_L11=1111 II Illl i — �_.-. .I I reui 8 Dia wood piles(typ.) 0j/,'• CQV�NG\\�
i11=11=iI=11=11=11= �` Treated to 2.5 CCA /// 1111��
11=1t-11II=11=11 -----•-— i
.'j_u_u-u-u u- - -- - p,44 Top of Wall EL 6.0 Ft
Earth Base Material 1 I IO Oil" II
(existing) 01_
-—.®_ -.._.-- r-�s 1---5.0--I '
14"-I G" " � 1�III'
timber bolt 111!2I111111 M11W EL 4.0 Ft
i
PROPOSED TYPICAL RAMP 2"x6"handrail with OG was .it
I� A®mount 1.5"ilia steel handrail, 4"x6" whaler typ,painted,powdercoated, �— 2"x6"cap board (ACG2 treated)SECTION or galvanized to resist 1110i11i� )
corrosion MLW EL 0 Ft
1.5"x 0.5" Piles to be driven7.5" Concrete Ramp 2"x4"picket to a minimum
aluminum picketsembedded depth41 H. lip
(proposed) mountir.�� �;•' _ d 4"x6"wood postof 8'or refusal Vinyl sheet piling
6"ABC Stone +� �� --- 2"x6"wood deck boards
(proposed) �s �„
I' Class B Rip Rap • • 4"x6"wood stringers Sheet Pile Wall
p Not To Scale
Atimo.,amiimoil
2"x10"wood pile cap(Proposed) InS@t�/4�
Side View
galvanized timber 0 3 � °�r'7� ,r '
oGbwashers 2"x6"board angled to RECEIVED
•1 lei A,�
prevent racking,every OCT 1 4 2011
other section of posts
8"dia tipBY:
pile
l�
`DESIGN ENGINEER: Tom Covington (DATE:April 09 �••� 1
Sunset-Beachir :_
•
' s
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION ;SCALE: �:40• Cross Sections 1720 MAIL SERVICE CENTER RALEIGH,NORTH CAROLINA 27699 919 707 0159 OFFICE 919 707 01E2 FAX +�- plC C Des �t� D ON:i
REVISI
BRUNSWICK COUNTY NORTH°AROMA !NTRA.CO, "AL UI A`' WAY. __ .
_ :�`CADD FILE ID.C:1...\Sunset Beach DWG \ OF 9 .. .

v
�0 0 0 �1
\ \ ._... 111111
1 PH\I'
, GPNA` � ^ IDRAINAGE AREA 1
'llIlliON''6
ol; 6111 A
all
�l m FLOW LINESj49 �f<�II1111
(., •. 4
y \ X14 INFILTRATION BASIN : a 03EA� ::9
::::;T:::
13,_IP
/ ')25.5 5 j. �� . 4(74. ....7 �r-
�o '�/ X14glill
'i'ij,�S fNE,. p �
F 0.0
RSo.o i,,,.COV`N,\‘
\' yr
� 148.5 to OGt II
X14 PG 202) ii
11111 e ` X14 RI10.O 80.8 44.
-_ RI25.0 ' ��
LEGEND )101..._
—� :.,._...•� .
Existing Bulkhead jy1. _Niiiiii ' ` v � I _��� .`
Mean High VVater Line 7 Chi ` _ ' I II ,` '' +
*44
irkk,ik
—K�� Mean Low Water Line • / i>; L YO �u�� �� 11.
i - � / y V,' ."+ —
I.'.�I Coastal Marsh OPMp UN �' ' '— . �L < s
ji.
'� Fill `
v t /'
-
L . _
---- Limits of Disturbance — •
y:0 C T_1 .4:..-20/11,.._._.,
� f r
_.._.__.._.. Spoil Area . I— -- .— w___
Silt Fence < ay . + . I '___�i - / �.
Proposed wood , ,.. . ... . . ._ . . .. .. = .. < ^ i�i-- t x / `'
HMI
cc
4..,.,,-‘1 t;1� Existing Tree - , , : .. +...:V + 1 . :+` y ~ ' = —1 ; ` 1111\111`11= / _✓ —� —��
11��11111 1�11111 SZ �' _ ^V
..' 11�� INTRACOASTAL W
50 50 } - t1\11111111111111111111 _
f WATERWAY
I �. SA/I1QW and PNA classification
. . \ ,.- i i —' r --- Approx 58,306 SF Lot size._high Density
— 0 \ r '__� _r.... r _ Development
a • • - ---`"" �` �`—�� .—' A rox 16,584 SF within AEC
�`" �� / .� f �f` ,� ????CF Storage to treat first 3.7"storm
Scale 1" = 50' ,- f�. -- e
a. ,% _.��J �' �` l ..� O SF Wetland Impact
J rDES DESIGN ENGI
NEER:
R: Tom Covington DATE March 2009 11 ET T.
F7. .
Sunset slab ' ' atI
• 50 Proposed .A
NORTH Lf•�KULiI�IA WILDLIFE RESOURCES COMMISSION � scALE
i.., 172d MAILSERVICE CENTER RALEII;H;NORTH CAROLINA 27699 919.7U7.U189 OFFICE 919.707 0162 FAX � I �, $g it l. REVISION:\
Y' BRU'N.SWICK COUNTY NOR`Ih -oAF�OLINA .IN At OASTAL'WATEf;WA'Y
CADD FILE!D C.\...\Sunset Beach.DWG OFO ,. - _

NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1720
[phone] FAX: [phone] V I C I NTY MAP
APPROVED
PROJECT NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
SUNSET B EAC h BOATING ACCESS AREA DIVISION OF WATER QUALITY \ -)
PROPOSED CONSTRUCTION z4- -3-0 kJ- 2ot1 �..�
J Y " �
ATLANTIC I NTRACOASTAL WATERWAY ' ,IaW & , _ } -
fi '` '
r,o
Brunswick County, North Carolinar'=E
la
,�•�. $June 200E a F
s3,.
- 3. i • ,v
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Y. f'
Sheet Index its x= x t � �w
'\ ;p 4. cEr.� _r ,a`.r 4 r'. e c,„.'' ""'tea T ?u
Sheet I of 9: Title Page �� _ '� ''-� '"
Sheet 2 of 9: Overall Existing - x i��
ems '. a ii A
Sheet 3 of 9: Existing Site plan with contours . .4 ,I Ati¢�a , � _ t 2 '' V `",
J ' 3• y4•r fl-=a. 'L d 4't2'r yLBW
Sheet 4 of 9: Proposed `' `` �� "
Sheet 5 of 9: Proposed Ramp Close Up6,t96,4
`Y �` ` .• € .7
"'a� {.� CT EYs79r J.y ':.�_orn::.,.:9 i+:.•at-._rC4.r•_u
Sheet G of 9: Grading Plan I r4 ,F..1....
'+c �4i f�`"� m -,
Sheet 7 of 9: Profiles S -_ . b
Sheet 8 of 9: Cross Sections �- '¢.6` '"
Sheet 9 of 9: Drainage Area and basin ' <;itl''‘tf
REC1 R r\TF kteet 1 of 9
?//o Z Z APR 2 7.2011
IBY:_

J
EIP, 0FJP a �TR11
N IB^OB'24'W LT a PM era
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k.
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c ACM . ' - ~ sY:
, m` f. rno p ' K: '�y _Y
1N1RTEagyQ1T 1 ! ' f♦1 E f! .a(+ `>�}l -
us•CE SETBACV�•, I li,�. ,fro r L
\ 02, ,s.
. .\ F,, • . 1.36;.$
46
1 EGF.7 gp�; D� e` � �
�' � . . 100 0 100
• Scale 1” = 100'
a 11.
DESIGN ENGINEER: Tom Covington DATE:June 2009 SHEET
FORTH CAROLING►WILDLIFE RESOURCES COMMISSION 11 Sunset Beach Schematic
S1.d1LC. I.`I(,1V Existing Conditions
1720 Ms IL SERVICE CENTER R. LEIGH,NORTH CAROLINA 27699 919 707.0159OFFICE 919 707 0162 FAX Overall Existing �REvlsloN: ___- 2
BRUNSWiCK COUNTY NORTH CAROLINA IIP�C:RACOASTAL WATERWAYJCADDOF
J
FILE ID:C:\...\Sunset Beach.DWG

o, G O✓ 20y 4,2...A1 _ .741 \ +05.09
.y
n I �'r a
mot; o I.
I �„� Z' 1, --_C '�' 38.96'
3 +75.28 a.�o
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ca Coastal Mar- •OS — --;;" - -'- .- . • *--• --.-— ' .* . .' U).....1----------- _.----------- [RECEIVED
Z 2005 NCDO ��> '. . '.•.-,-." . . y /
Dehneatio . ` . " ." _ .._"._'• - ,. : . "... . . Y, �' Qk'27 2011
CD
412
+� Z-c-i;:no.S/ /s 06 a . . . .v.. . " . ... - " a. 0 o ` r� '���I .
---------- ------<:"":
-1
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Scale ,. - 50' =
,,,- __-- ------------.-.---.7----.-'
rSunset Beach Schematic DESIGN ENGINEER: Tom Covington DATE: March 2009 SHEET
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION 1 SCALE: 1:50 Existing Conditions
_c._r�_� _ ExistingLot
7 720 i+ivv ACR��i�CANTER RlILElL3W NORTH CAROLINA 8789@ 9fg.707.0158 OFFICE 9t9.T(57.0762 FAXREVISION: „..,
BRUNSWICK COUNTY NORTH CAROLINA INTfACOASTAL WATERWAY ,`CADD FILE ID:C:\...\Sunset Beach.DWG /` OF 9 i

v �
1 Limits of New Asphalt
00
e DOT 20' REQUIRED OFFSET
DOT ROW I - Limits of Disturbance
A . \ri,\ ‘e.•
CPNP� ORS IcN
II
242. -
'114 ,--. #1 -'1 IIIII
I
. t, \ ,_ ...
2 V
t 1111%iipp
i co Limits of New Asphalt
Cl....
r- " 14. I ,, it J Proposed Stormwater Infiltration basin
iYifews
Limits of New Asphalt : 'S t RECEIVED
t�` i
— a�_�_
113 O ' /, i �0 1? .2011
�_ cop
Limits of New Asphalt BY:
6
Proposed Asphalt Parking and Access D ` • .•- ::::z: ::ez
o
7 /
} � �a ' mp- " •
LEGEND ) :` IT , , .
ExistingBulkhead .-. " , . , ,
\\ \ • L�
.._ Mean High Water Line ` �\ O'� • ✓����;���� � O}705ed- Dating Dock
_�v_I Mean Low Water Line �� '1••'O �CAMAUE n. Ni_ cT
`. �y 14.0 _ • - - • " _ -Pro 'd Vinyl and Wo.: -le Breakwater
Coastal Marsh Limits of New Asphalt ` �i — „a—""� , - ' - �I
`� = — Pro•.' . in I and Wood Pile Breakwater
cut �`�" 3 = ws+� y
Existing Wood bulkhead to R `` 0.. • •
i/ Fill - • o-
Coastal Marsh ♦ `•`_ " " " ` NOTE: NO MARSH IMPACTS ,/ ,
_--_ Limits of Disturbance 2005 NCDOT � ` — �� �" r.r
Delineation - 1 �i �',- ��� _.
mil. Traffic Flow `.1=i "' S
86. ADA Parking _. _ �- '
111111 Proposed wood - `.+. . I G.
-.Y y- � / �i■__ �... O�
dock/walkway _ _ _ _ . . , . - . . -. MV `�- I
Tf., Existing Tree ,, .. . ``\\`�`a` \
*.; G ----- _ - -`• �J ISO
8INTRACOAS'AL 1.NATERWA'f.rSA/HQWandPN.4classification
50 0 50 1 \ 6\'-AlA 1 -
--' 2�.6 !y 475'to Opposite Shore
%!6 -- \ \ \ - 77:327 SF Lot size-
j J high Density De-.elopment
♦ J�� 22725 SF within AEC, 6,427 Sr impe,rnous within AEC
Scale 1"
= 50' ��` 18, OO CF Storage to treat I yr 24 hour storm
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
1 Sunset Beach Schematic DESIGN ENGINEER: Tom Covington
SCALE: 1:50 DATE: March 2009 r
Proposed I� SHEET
,i{
{ 17 iv9Aii_oERV10E CENTER RALEIGH,NORTH CAROLINA 27899 919.707 0159 OFFICE 919 707 0162 FAX I I Proposed REVISION: L'�•
JBRUNSWICK COUNTY NORTH CAROLINA INTRACOASTAL WATERWAY LCADD FILE ID C:\...1Sunset Beach.DWG j OF 9 J

i
\ LEGEND
.44--ZZANC, .-,
mIll Existing Bulkhead
80' USACE Setback Line
\ I—lifd
—I Mean High Water Line
Mean Low Water Line
20_ _ 0 20 �'�"—�
-__ - - Disturbed Coastal Marsh
. \ �:���` Cut
Scale 1" = 20' �� Fill
Limits a1 Disturbance
k5e' Concrete
3 \5 ?S?- gar o
\; \ ill-rill Proposed wood
dock/walkway
a // Existing Tree
'; 130' ,
1' \
100 — —
upoomo.
4,� • . , i.„ 11
11111
111� --\\—
11111���
100 18 _ 1 11111111•• •11 ,z1 ._ _ /111� �01�111 /
11111
1 _
mg.- G ;30
li
. _ 1 /z
- --\ \ "REC.
11111
, n 1 , Pk \R 2\rel-i .
.y
v / ` / ` : _
.. 1 _ y1
I_, '
...
c 1-1 ., 1 8
` f i _ -, 1 \
I ,�`c I NTRACOASTAL WATERWAY
i 'l ki° ,‘\ , , , .,-,
S / A
` ..� \ 1 SA/hQW and FNA classification
` \ t 1_110
` ` ` I �` i \ Approx 58,306 SF Lot size-High Density
I
-) \
\_ Development
IIA_,9 ` + ' 1 r� C� \ �. Approx 16,584 SF aiihm AEC
1r �T -----
DESIGN II
Sunset Beach Schematic DESIGN ENGINEER: Tom Covington DATE: March 2009 SHEET
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION SCALE: 1:20 Proposed
L
2C MAIL SERVICE CENTER RALEIGH,NORTH CAROLINA 27099 919.707.0159 OFFICE 919 707 0102 FAX Proposed Ramp Close Up REVISION:
BRUN;WICK COUNTY NORTH CAROLINA IN 1'RACOASTAL WATERWAY CADD FILE ID C:\...\Sunset Beach.DWG ji, OF 9

% ---- — -
a :o.,,
Temporary ad
location,
. \ surrounded by silt fence
\ \
�l
•
Prlsrlo(dal Voluohe Results
\ \ ...--- ----- i a ,
CAN DRIVE l ' Nalli Original Surface Modell existing
r.. se
I Firlal Surface Models Proposed
Cut\.:")
i Compaction Factor' 0,00
: ..
- �' i r.,1 i Raw Cut Volume! :2!c!Ydd
lime NO
r• 0. ....1\ Ilk"' .
•
`� i���������.#II
�Vt t To be dredged r- ', i�►��j����.., l' *� ‘ z _1I below MHW 313 cu yd
010
y ���t`,�����I�������4 7 s�-r!" 'I+����I������>.•4.i����IA.��������►�0�����,-4 i��� I CONSTRUCTION SEQUENCE:
b sir s ����� 4��G��4�4 ®0�,����i��i�+' ,���e elp 44 . �, INSTALL SEDIMENTATION CONTROLS
�,� II*ik 4��������1���I�•�►+•���i���1�����.,���/�*4�i��!-�==�j•♦.�`'4I .1 PERFORM IN-WATER WORK
• ♦� 1�����i♦ ♦0' ./♦ A�.••41> -'�♦ ��lw 'IP4 �1 1 I ROUGH GRADE SITE
0 ,_ am.,�i1j�����1�����j�i��ie A,it..40.',�i at. Wry 4••44--;�� ��� ► 1
Nor
„ �� ,��� � .+ �.�. �. ►.I INSTALL INFILTRATION BASIN
�� ♦ ,�� • �4- ���4 • ` I FINE GRADE AND PREPARE BASE
, ����� Wars� ����� ��j����j�i�+������1�����! � ' �•.0..��� ;iii„♦ INSTALL ASPHALT BASE, PAVING AND STRIPING
rat c..�pilbImp NI Iravi ����� �� •�� ���!�'trw-i�+'it dr, ►.
����w�-ii O�`����������: ����•=�G�'� *MIL ��t ?� try `� .. _. . .
LEGEND ��� ♦ _ • - -
Existing Bulkhead R '=M` ♦ s• a,..v44..� I'► II1' .". ..
INisi \ IIIIIIINIMMIAM.- ,4:11._,,,
_ � Mean High Water Line +_'t=i`'� 0 ux 2 ' fit, /II� /
mv_ Mean Low Water Line PANµE rf o / �' i. -.
Coastal Marsh ‘11110 r {I_-l�f.�1 '
� � ' Cut _ �1�
d����i ._ '; _ �,� - - �� 80' USACE Setback Line
• 1t=— ,Arl .•
Fill `y" y. /I,
` _=► I'
.. Limits Limits of Disturbancr ♦ ilat* T'% - • ,.•.• ` - -. * . ` - • ' �,'
a�•ltir 4
_...._...._.. Spoil Area \ ... .-.- ._ • :i'-_' h.
•
Silt Fence - . lr. .-. Il �•���', l5� �/ ��
Proposed wood b 11�= 1
dock/walkway w ♦ `�
Existing Tree
50 0 50 "" i11�111111\11111111, — �i�i�i�i ;� �`
�.=3 �f _.. _ R 2 '� 2411
Scale 1" = 50' •� = "� f��� i L' -
I DESIGN ENGINEER: Tom Covington DATE: March 2009 SHEET
NORTH CAROLINA WLDL1FE RESOURCES COMMISSION SunsetB Schematic SCALE: 1:50 Proposed
172(1IAAILSERVIC+ CENTER RALEft9H.NORTH CAROLINA 27899 919.707.0159 OFFICE 919707.0162FAX Cu{yach _/FIll Plan REVISION: 6 1
BRUNSWICK COUNTY NORTH CAROLINA INTRACOASTAL WATERWAY `CADD FILE ID: C:\...\Sunset Beach.DWG OF 9 J

Top of Prop RampEl 10.0 Kamp and Existing Ground Profile
_��' I% _ m l-v=4.0
�1 ram,.-,_-�-..-�--����"
����_Z_� _•__ _ Ground
�__•;;•.:,__,`- o.�v,��������������►�� — MLW=0 EXlstin�
2.I'Layer Consists of: • •` �1���•••������� �����������������"����������A�I���I���������-�� _
7.5"Concrete Slab ••=e.,-. �� �- _
'' �,�End Prop Ramp 5= 4.0 Proposed Ground Profile 6"#57 Stone bast.Ground Profile
I'Class B Erosion Control Stone
Ramp is to be placed at a slope of 14% Area to be dredged
Floating Dock Profile
0.9
30 -� I2O8.4
20"
-., MHW=4.0
.��• , Top of Dock fiucutates, but maintains loaded freeboard of 20'
.__y;.` 4� MLW=O
Top of Dock EL 7.8 Ft �''� � �
0.',1,_,, �: .End Pro, Ram, Ei=-4.0
Proposed Ground Profile
East Side Groin Profile
Note: West Side Groin profile identical except Note: 2"gaps to be placed every 2'the entire
14'shorter at south end. length of the breakwater. Spaces will extend
43.0' from the mudline to the top of the breakwater.
2.0 `` �•� i, ! � �_� 87.0' Top of Wall EL 6.0 Ft
, ,6:1_6,..6, ;,,ii.:;_i-,,,-,.. :.. MIN MI iiiiii
MFIW=4.0
_!-`.,�`,E-`: _ a--�—
-_ MLW
r - FFmc,EntEpl.
op P
• Exist.Ground Profile
8-9"Tip Pile treated to 2.25 CCA Typical, .E 1'=`•;� 4"Prx6"osed WhalerGround ELrof 0.2ile ' APR 2 7 2011
Sunk to a minimum 5' depth or refusal.
Vinyl Sheet Pile Embedment 8' minimum or refusal = —
Not to Scale
"DESIGN ENGINEER: Tom Covington DATE:April 09 1' SHEET "
NORTH CARtJ INA WILDLIFE RESOURCES COMMISSION Sunset Beach Schematic I SCALE: 1:40 Profiles
179nMAIL' FP.W..IECEN'T ALEIG� CAR£9CAFA27$99 978.707.0159OFFICE9'19.707-0i82FAX Profiles RE''ISIGN: yi 7
1i\ OF 9 _....:
l BRUNSWICK COUNTY NORTH CAROLINA INTRACOASTAL WATERWAY LCADD FILE ID: C:\...\Sunset Beach.DWG F

Asphalt —2'Graduated Benchmark Post- Asphalt
Drive Post 12" deep ad mark in
tenths of a foot starting with 12.0
at the bottom of the basin.
full pool elevation: 1 5.0 4'x6' whaler typ.
'7:i"i i7'•i 3 . . �' ; I, Vinyl sheet piling (CCA treated)
basin bottom elevation: 12.0 "' \
rdistance varies L/J _ Graded Aggregate Base I J
TYPICAL INFILTRATION BASIN SECTION 2" gap as required T
C \ 9
N.T.S.
I
—6, °"� 2.a Q"— 8" Dia. CCA
ITreated Piling
P ,4 Proposed Public Fishing Pier /
N.T.S.
- I , Sheet Pile Wall
—0.3
Top View
PROPOSED TYPICAL ROADWAY I
CROSS SECTION 'Eli 3.1
I
2"Asphalt Pavement 0 2 2x 1 2 t (2) 2x4 ca
(proposed) `_o;_ik;_�;_�;_�; 1:12 slope, _ See Inset �A� i
I ll ll l l l l ll i i 5.0 conforming to ADA
1 8" Dia wood piles (typ.)
4"ABC Stone 11=11=1i-11=11=11= reui
u=u=it=n=u=u Treated to 2.5 CCA
II—II-11—it=il=il=
JI—II—u—a-11—II I Top of Wall EL 6.0 Ft
Earth Base Material -�-�- - -�- pi AM
(existing) E7
I 5.0 I 410111
14"-16'i"
timber bolt III" M11W EL 4.0 Ft
PROPOSED TYPICAL RAMP with°°was III4"x6" whaler '2"x6"handrailmount 1.5"dia steel handrail, �p
CROSS SECTION ,� painted,powder coated, 2"x6"cap board _ (ACQ treated) IF �`-
or galvanized to resist p1111 M LW EL 0 Ft roil
corrosion
1.5"x 0.5"
7.5" Concrete Ramp 2"x4"picket to a minimum
aluminum pickets Piles to be driven
lii
41(proposed) mount 4"x6"wood post emof 8'dordrefusal depth
Vinyl sheet piling
6 ABC Stone ^_ ^• 2"x6"wood deck boards
(proposed) I I
--� _—__
I' Class B Rip Rap I 4"x6"wood stringers Not To Scale
p p ------------ •I �� 2"x10"wood pile cap Sheet Pile Wall , ,
(Proposed) �'
�_ �.. ,.... Inset A
- �= Side View C ; V13
- A
`� x12' \ o
timber3
oGbolts with washersAr
----
galvanized 2"x6"board angled to APR 2 7 2011
prevent racking,ovary ,
other section of posts 1
1.)r
'EY:
[________
r
8"dia tip pile
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION ir Sunset Beach Schematic DESIGN ENGINEER: Tom Covington
SCALE: 1:40 DATE:April 09
Cross Sections r SHEET
=
1720 MAIL SErcVIOE CENTER RALEIGH,NORTH CAROLINA27999 919.707.0159 OFFICE 919.707.0192 FAX Typical Cross Sections REVISION: 8
BRUNSWICK COUNTY NORTH CAROLINA INTRACOASTAL_WATERWAY ) �CADD FILE ID: C:\...\Sunset Beach.DWG ____.___— ) OF 9 'J

CI
0
\\\
Cp,Npl. oR�v -�� ^ I DRAINAGE AREA 1
'
\ �� tcr o I r
0
Iiip,LIIII,1 , -....,
\ \ ,/ 51 allai
,--., 7,) \
ti \.b;.\ I
I — INFILTRATION BASIN
111
O �:� � 1 .5 �� � 65.6 5 C19 7::,,1:1.
' \
LEGEND ��`' - _� `: �, • •.• .- -
1 191.5 ; . .. '
Existing Bulkhead - -,-.- - ` . - - - ` - ` • " `
Mean High Water Line \ v ~ i I I I. • - -
IAL
_�� Mean Low Water Line t, \ \ 0,7 ;; �" ' I /
k �J i�cra/Ne � ' 1 I h_ �r-11 ° °
�,—.'� Coastal Marsh / gp r�� �_ ' l \-RE,.-----r----
- - • cat _ -_:7_ �, ►_
Fill ,� ' y - - '' .1= I, / �Rli l
// __ - / --__ i APR '
---- Limits of Disturbance ` ' ° r y •" I— i
-.. _.._. Spoil Area •� • ._ + I'— I � .'
.y - -. 4 V. .+ 14Ii — PI I
Silt Fence • t +. .. . . . . . ;.-_•_ k_..
/
a �'" 'Jr'
Proposed wood . . . . . \' = .+ I= I \ j
dock/walkway ,75 �� •` �~
•
IAS
\!//' Existing Tree W y d\`1\.� I �rL __1_,�..
`_ in INTRAC.OASTAL WATERWAY
v i
0 50 111\\\��\\1\\\\\��l\ I --
50 5AlI1QW and I'NA classification
4
-, T� Approx 58,306 SE Lot size-High Density
1!aii
0 , Development
ra r N 4 -r Approx 16,584 SF within AEC
Scale 1 = 50 ????Cr Storage to treat first 3 7"storm
"�� 0 Si=Wetland Impact
_ 1 :1tNR
: Tom Covington DATE: March 2009 SHEET
Sunset Beach SchematicNORTH CAROLINA II LDL.IFE RESOURCES COMMISSION pp :50 Proposed
1720 1II L RVI,CE CENTER RALEI FI.NORTH CAROLINA 27899 919.707.0159OFFICE 919.7070182 FAX Drainage Area and Basin REVISION: i 1
:r� 9
\ BRUNSWICK COUNTY NORTH CAROUNA INTRACOASTAL WA ERWAY (CADD FILE ID: C:\...\Sunset Beach.DWG ` OF 9
J