108-96 Oversized Plans Sea Isle Plantation

ROGUE SOUND
MARSH
rr
SITE AEC
Z "k,
C"k poirq owe
0AW
ATLANTIC OCEAN
*%
LOCATION MAP
+2,(
8' 80AREAVAU< 1*-- KOM
OVER MARSH)
+
SIJBMERGED AQUATC, ',,1EGJE7/AT10N
+2.0
FIELD SUR,/EY + 3.,5
4- 1111
B 0"ClU E SOUND +1 3
/ 141.6
4 VARIABLE
2 7 2,2
Ile
+15
+
+3.4 o + 2,5
+
+ 2,8
19"S,
+3,4
+ 12
+2.7
+,2.7
5Z 9 4k 1
+ 23 4.2.7
+23 -S 'XISTEl ING SPOT EVA7 ION
AJ— SOLJNDINGS ARE
NFGP;I-I'VF VALIJES v
+ 2.7 X 4 VP L E:
+
—2-8M—N
+2.9
+4,9
25- X 25' GAZEK
8' BOARDWALK
M AR
WNICIPAL JUMSDKT,0N: TOW14 Or INDIAN BEACH (6" 01,4--R, Sill
ZONfNG: PLANNED DENiMENT
n A A I AWN I Milli N TRAMCMINA1 /RP.I[TW
+
2.0
i I MARSH AND WATER UNE
si'TE sunsncs
TOTAL PROPERTY AREA 50-28 AC
AREA OF' MARINA AND CAWL 6.07 AC
TOT -Ad- PRWECT AREA ABC WE MHW 37-92 •Il'
AREA WITHIN '75" AEC, SHORELINE 8.95 AC
AREA OF IMPERVIOUS SURFACES WITHIN ESTUARINE SHORELINE, AEC
ROOFTOPS> 17 AC
ROADS 49 AC
WALKS 0.02 AC
TOT& 2.68 AC
TOTAL IMPEMIOU!.; PERCENTAGE WMiIN
ESTUARINE SHORELINE A.E.C. 29.0%
TOTAL NUMBER OF* I-OTS 66
S
MARINA SUP TOTAL 74 UPS
. ..... ..... ......
MFJM,J 41GH WATER LINE --'
I .4 N'SI-) 4-04- 'WE.ANDS
S i� N E) F-1 P ER \/I L. L /-\ G E
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74 SUPS
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-J
3
-A
PARCEL A
45 LOTS
Al
12
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R
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/ N�
134
EDIIAI J SEBA5,11AN
SCALEV=1,30'
0
0
N
PAPHIN
z"U'C" CHINO
& ASSOCIATES, P.A.
IAND13CAPE ARCHITECTURE/
WiD PL4"ING
17 Glenwood Avenue
Raleigh, NC' 27e,03
90-834-8620
919-828-7068 (FAX)
• CivA Engineer
PRESTIGTE ENGINEERING
AND UkND SURVEY0R3, PA
CAPE CART
SWANSBORO, NC 28584
• Soil/Wet-land Consultant
LkND MMAGEhiffiNT GROUP
IMAINGTON, NC 284-02
Owner:
VISION
PROPERTIES
INDIAN
I
BEACII, N.(_.,,
P-0, BOX
WJN:S1'0N
'15007
FdLLEM
NORTH CAROUNA,
27113
Project:
PLAN TATION
RESIDENTIAL
C LUSTER
SUBDIVISION
Sheet Title:
LAMA PERMIT
AMENDMENT PLAT
CAMA PEPM!' #108-96
Issue :Date:
MARCH 1.8, 1997
. Revisil
MAR 2 4 1997
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII %--ft" 6.6
LEGEND sees" a
MARSH LAND LINE
MARSIA WATER I-INE
404 WET-AW) LINE/I SURVEY
75 F7 ES-IJARINE SHORELINE Project Number:
flyy1y'n-ICYY-1 EXISTING IFE-1: UNE
------ F.E,WA. ZONE SVARATION 0267-0020
4, 1,4' MEAN HIC :.R IJINIE
RiGHI OF WAY
FOPCE W&AN Sheet Nuniber:
WAIEER MAIN
%ILD. ROADWAY CLOSED SWALE
SILT FEND
PROPOSED C011
PROPOSED RET41NING WALL
Va
PROPOSED SP,')T ELEVAIIUN
Sp
*"Wap
1A
C 50'7
001 404 WE "NO DICUNEA710N. LANE) MANAGEMENT GROUP
404 WETLAND I. SURWY. IT-H'STIG-� 1,1140NEEll
-------- ---

LOCATION MAP
M�
/ SAND PIPER VILLAGE
MARSH A R LINE o°` zoo zor' z°CO
U X Z
\ � w UJ � w U
af0,z �zz ^ n v v
✓ \_- N Z N Q N Q N 11 L r
af J 0 Z Z U i � N CY N I
QM� NNW Q�WX,n-r-r O� OaOZ Za U Q U
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U^ I~ J N
y 41 y y y , y Q m m W 0 m I X X
U O Q m
J -= D
S OS'44'49" E a a 0 I i m m I z m m
�OASFAL W y -- - 1365. I fa o a
y MA+RSH y y �,. CA -' - - - -�
4Ec y y PAR EL
�-
\ I ,
41 \ 3 CA
5 \ 21
1 \
i \ / / AREA.
g \
\ \ 20 C R. 0 W.
9 • • /' I 45
y 6 - \ . •-�44
r COM / coti Mal
+2.0 -- 14 AREA
17
40
43
13
+2.5 +2.1 r ,
+2.0
y / / 42 *��
25' X 25' GAZEBO 41
- 4 \ /
'� � C Y
12
,.4'- HWM EXISTING • ' \ ``',LIJ
8' BOARDWALK i\�\Cj`��O ��( �~ BASIN \✓/ 4C O
(6' OVER MARSH) � - - -
SHELL RSHNT NCDRE / \ y W v W SA WATERS 5
LIMITS (150')
CjP Q W y y W 1 EXISTING MARINA -�In
( Cv yl 74 SLIPS BY PERMIT \ ��
88 SLIPS EXISTING CONCR. TE
r
v i % ` 6 7 `\ \ POOL ECK.
SUBMERGED AQUATIC VEGETATION (SAV) -� + + 2, + 4.2 r y W y W W y W w ' • • J \
FIELD SURVEY 2.� `+3.5- ,c - -' \\ P
4. 1 9 < \\ POOL
+2.fi'/ y y y y W W W W JI 1
BOGUS SOUND �17 ,
+ 7.3
SA WATERS 2., + w W W y W v r r GAG-;OAI_
\ t - - _-
O ' \ \, '
-C
W W y y J 20 �' m NCDOT GE\EASEMENT aT[1RM SFWFR
+2.5 2.3 +1.2�- VARIABLE W
+3.5 ,NANNE� EDGING - / �C SHI
+3.9 +2.0
+3.5 '+PREP ,,�Q,, +2.5 v
+ 3.4 +.3�9" y w4,f--- +3.2 W 2 00
y -!
+3.7 2�439,�'" +2.9 y y nJ v. ' 1
37
Ai-
+ 3.9 , -'' + 3.2 v 4, y y W CA
3.5 + 7 / 125��\
4,y v 1.4'* HWY - .r- I2DEDICATED
+3.9 +4.j, +2.8 NG�N +t 23 , PUMP -OUT PARCEL a.
y W y y �1 \�
+2.9 �E �1 1 1 4cJ 10
��NE� a WLj�e�RONi �
+ 4.3 _'+ 3 8'/' + 2.9 + 2.5 + 2.7 PROS GNP y r �� �AFK I P-1 r�..
Eat
+2.5
IW % 18 6 SLIPS "CCESS t
+5.3 t 3.9 CTd 7 / - -._
/ \
+2 8
EXISTING SPOT ELEVATIONS 0
i ALL 167'+2.i s SOUNDINGS ARE
NEGATIVE VALUES
EXAMPLE:
+2.8 = -2.8' MLW
MUNICIPAL JURISDICTION: TOWN OF INDIAN BEACH
ZONING: PLANNED DEVELOPMENT
C.A.M.A. LAND USE CLASSIFICATION: TRANSITIONAL/RESIDENTIAL
SITE STATISTICS
TOTAL PROPERTY AREA 50.28 AC
AREA OF MARINA AND CANAL 6.07 AC
TOTAL PROJECT AREA ABOVE MHW 37.92 AC
AREA WITHIN 75' AEC SHORELINE 8.95 AC
AREA OF IMPERVIOUS SURFACES WITHIN ESTUARINE SHORELINE AEC
ROOFTOPS 2.17 AC
ROADS 0.49 AC
WALKS 0.02 AC
TOTAL 2.68 AC
TOTAL IMPERVIOUS PERCENTAGE WITHIN
ESTUARINE SHORELINE A.E.C. 29.0%
TOTAL NUMBER OF LOTS 66
MARINA SLIP TOTAL 74 SLIPS PERMITTED
88 SLIPS EXISTING (PLUS ONE DEDICATED PUMP OUT SLIP)
12
25
+2.0 \� 16 I c
LIAR EH
26
v � �
25' X 25' GAZEBO - - m /' \ 15 14
27 / \� `\ `/.
8' BOARDWALK y y _ v ` \ _ 40 W. �I 1
i ,l
(6' OVER MARSH) `
y ( 30 / cOm
i Z
MARSH AND WATER LINE y '� '` Jl / 31
28
32
29 / w'Y,
1Z
MEAN HIS-1 AA -ER `,= / 34
(+1.4 MSL; 404 WET., -
N 0t'22 W 1606
os' � WAL
EDWARD J SEBASTIAN
^
^
3
Ti
CD
CD
� I
K
PATON /
ZUCCHINO
& ASSOCIATES, P.A.
LANDSCAPE ARCHrrECTURE,
LAND PLANNING
17 Glenwood Avenue
Raleigh, NC 27603
919-834-8620
919-828-7068 (FAX)
to 3 0 1999
a
, Civil Engineer
PRESTIGE ENGINEERING
AND LAND SURVEYORS, P,
CAPE CARTERET
SWANSBORO, NC 28584
• Soil/Wetland Consult8
LAND MANAGEMENT GROU
WILMINGTON, NC 28402
Owner:
VISION
PROPERTIES
INDIAN
BEACH, N.C,
P.O. BOX
5007
WINSTON
SALEM
NORTH CAROUNA, 27113
Project:
qV A TCT P
PLANTATION
RESIDENTIAL
CLUSTER
SUBDIVISION
Sheet Title:
CAMA PERMIT
AMENDMENT PLAT
Issue Date:
MARCH 18, 1997
Revisions:
OCTOBER 13, 1999
LEGEND
MARSH LAND LINE
MARSH WATER UNE
404 WETLAND LINE/FIELD SURVE-
75
Project
Number. -
FT ESTUARINE SHORELINE
EXISTING TREE UNE
-
F-CM-AL ZOW SEPARATION
0267-0020
••�•••�•••�
1.4' MEAN HIGH WATER L
- - - - - - -
RIGHT OF WAY
3"FM-
FORCE MIAN
, Sheet
Number:
8"W-
WATER MAIN
VEGETATED ROADWAY CLOSE SWA.-_
SILT FENCE
-
PROPOSED CONTOUR
v
PROPOSED RETAINING WA--
PROPOSED SPOT ELEVATION
SP-
1A
404 WEP AND DELINEATION: LAND MANAGEMENT GROUP
4114 WE --AND FIELD SURVEY: PRESTIGE ENGINEERING

i
i
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occ Point s�k�e Q;uv
JriiW ark
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r tOJ' • 44 49
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ATLANTIC OCEAN 1 1
14
LOCATION MAP� W W �•,.•. �'/ 1 � �u � , ,j ; ; \,; vaMM • . /
�� / \� / \ AREA
00
140
\/ ,� ,� • , s / • - I
lip I
CA
\� l / �W /1� I �, f ✓r
12
25' X 25' GAZEBO- / •� / W ' • ' .� �� j i`• qA4 'vv i r
• 8' BOARDWALK -, f � - - _ _ a 1 A`61 k A,
(6' OVER MARSHN 74 tii iNti
SUBMERGED AQUATIC VEGETATION (SAV) %% +4.2 y -
+2,
- +2.0 a v p'
FIELD SURVEY � 3.5 w w A I ��
2.
BOGUS SOUND +,.3 ` __ �= .i j ii `A
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4.1i
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+ 3,5 Sri
1 =
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+ 3.9 .�'•, �i % i i i i
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41
39 /// +2 9 //f y y W y W W W al/. I ) t 1 V'
+3.1 1
y '
+3.4 >// +3.9 /// +3.2 6-
•2 v
+2.9 v y v 4. S( �y� ,1NDfROMTCA
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,
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. II it Ln
Pl
i SEWAGE \ �rp `\1 ,
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••
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-T-
+5.3 _
+2.7 +2., - ' r a \ \t ' 1 li /�% �' , /`I �51
+4 F' 167'
+2.7 • L _
EXISTING SPOT ELEVATIONS
25 if /�/ /1�
+2.8 / ALL SOUNDII�IrS ARE \/ // r _ �' / -i _ %
NEGATI'V
+5.5 +3.8 \ +2.7 i EVALUES
EXAMPLE:
+ 2,9 \\ /
+ 4.9
' V •'1G, �A-717-Mr\
LvL.J
MUNICIPAL JURISDICTION: TOWN OF INDIAN BEACH
ZONING: PLANNED DEVELOPMENT 8' BOARDWALK-
C.A.M.A. LAND USE CLASSIFICATION: TRANSITIONAL/RESIDENTIAL (6' OVER MARSH)
SITE STATISTICS
'IM1/L PRO Riy AREA 3.28 AC
AREA OF `MARINA ANO CAS -SAL 6.07 AC
� • ? SRO=? �`j AREA ABOVE mH37.92 AC
AoE�A
Iur w A
WITHIN ! J wgC SH0RLLIiiG 6.6r
AREA OF IMIRERVIOUS SURFACES W1 T HIN ESTUARINE SHORELINE AEC
ROOFTOPS 1.46 AC
ROADS r� 49 pit'`
_�.. n.;
`IN
AIS 0.02 AC
TOT&i 1.99 b"Y
1€ T T Ai IMPERVIOUS S PERCENMAGE WITHIN
'.jN
ES 11-JARINE SHOREUNE A.E.C. 29.0%
TOT VNi JU OF LOTS 66
MARINA 'Sp I.1-•a9` T0 11 74 SUIT
41
J W W ( '�'` - t ��/1 i (i i ✓ 1//./lt b4
ESTUARI E
26
i ( i. irJil i I
\,
Imo/ { ! \ • , ,
114-111 / A
y W 40.001 / `1 j/ / �i ! �f i �� 1 •� WL I
_ C.
MARSH AND WATER LIME
MEAN HIGH WATER LINE --/
(+ 1 .4 MSL)1 404 WETLANDS
f -/ 'AO1.00
r WL 'j1`� / /�� WL
• � /• � % i;i, � III
i
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& r7t / IJ l I
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fu
EDWARD J SEBAS T IAN N
rn
NI
/ I
SCALE: 1'=100' A i
I
100, 0 50/ inn. qnn,
MAR 2 2 ��_ -rj`'
`.. .1 9
XT
� PANIIIIIIIJI.L"111
i
m Tr
UIETH-j 'm
ASSOCIATES, P.A.
LANDSCAPE ARCHITECTURE
LAND PLAINININNG
17 Glenwood Avenue
Raleigh, NC 27603
919-834-8620
919-Q28-7068 (FAff)
r _3 I n
Ci it r�ivi e -r
PPXSHIGE ENGRINEEPING
MNn IAND SURVEYORS, peg
CAJPE C ffERX T
SIV NSPOR0, NC 28584
i SOil;etluua CQnsultaut
LAND MMAGMNT GEOiTP
HIOGT ;N, NC 28402
Tsr Own tor
TT ss s .
VISION PI?CP E PTIES
INDU1Lk PEACH, N.C•
.ti1� CA ai19
_r'rr, i P_t-
v :Y
QT9 A Tt•'IT 1"f
1k.0l
17 i +Hii itiiil
c_n i
it ee i,
m_ii _
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i 11-jr
SITE
PLAN/C.A.M.A.
T\ T'7T�r-�
i lm-V M;I
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CLOSED SHELLFISH AREA J.
NCDHS SHELLFISH SANITATION ' • • \ 1 / i +0.30
Vcl) J TI1 tii V _ . T v5.30
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/ +,�i \
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MARSH AND WATER LINE y W ;c Ill ; 0
/ !//i \ / i �/ i �; \�I ` In i\;i�\�\ �•' i�/!jj t1
' z'�v
j,
/
41; _r i.=r iviJL_ f
v �A`�- - - -T i / iVI//
/
w
v
LEGEND
LAD ii uNE °'� k4ARSo / ,
EDvVARD J 5t13A5TIAN N o co
r i
uARSH WATER LINE OD
4(�4 WETLANDLiNElFiF1 n c- rn
75 FT ESTUA WE ,SHAH ri _ j
(-(YYY`{r'r-lrlrl EXISTING TREE LINE !
� I
_ _ _ _ _ _ _ - ii ZOME SEPARATION SCALE, 1'=100'
i .4t MEJ1M i WATER LI N E
904 WETLAND DELP EA101' LANC MANAGEMENT (P^' o
404 WETLAND FIELD RA VEY; PRESTIGE ENGINEERIN,
10n' 0 50'. 100' 300'
L+ l
C ICTI AI /� f1Dl\T
t:
Ljk-i1Li 1j r0
& ASS GiATE P.A.
l.ANDSCAPE ARCHI ECrURE
TAND PIA4 THIN. NY
17 Glenwood Avenue
Raleigh, NC 27603
919-834-8620
919-8'8-7^38 (FAX)
C 1Vi E' ng'Ineer
PRESME ]ENGIONEERI1G
AND ?A ND SURVEYORS, PA
�sAPE CARTIEH a
STARS M ), NC 28584
nii 1 i@e�d�aTlll Iv!\71C+77ITATIT
r A �Ttn ,.rat T rl n rr rtn arm n r• �s rr
I.HIY iviF► F►iT�,�il �N i iriFl� i it
It
Owner:
ST
ION PROPE TjE0"
TNDItiLT BJEACH. N...
s Arnie=;:
r
Q Irl A T T T'1
;1FI,tA.I• 1I�I
VT A '1� A %"Tr -A
t -LAIN 1 ii 11 V v
Sheet rPitIe.-
:, �j�r
s
r.V^N'T Ti, yS i
e.c s ss.�
sQQi,!e 1 JPITe:
e -
1tATI"TT nn 4 nnt'
ivi j <-i ,1 i C: i i i 2-7:9
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rlOjeCL r1lu- ber.
ns-Inn n
i i4.ici / - 1U i
Sheet Number:

EMENSITY rENEVELOPMEMT
flog
IMPERVIOUS SURFACE CALCULATIONS-STORMWATER
TOTAL PROJECT AREA 50.28 ACRES
AREA OF MARINA & CHANNEL 6.07 ACRES
A 11 A
TOTAL MRErA% OF SITE ABO'VEE MHW 37.94 ACRES
LOW DENSITY ALLOWABLE IMPERVIOUS AREA CALCULATION
SAND PIPER VILLAGE
ITEM TOTAL S.F. IMPERVIOUS
IIIA P7
:V:ARSH AND WATER LINE
ROAD 99,774 SF 4- 41 .. . .... ...
)I
WALKS/POOL 410,900 COASTAL M/ARSH Ir X ij
TO i i n- A74 2.54 AE AC C:
V�
if
t
f \C
A
0-00opq•2G
tK-
. ........ .
01.922 AC 2
V WL
19 w .
1, V
ze54 Ake-% 0 4F b
\.3
-3 M11
37 A C% 18\ X 0.25 MAXIMUM COVERAGE
i J -� & ; ii5
;ool- 17
8.84 AC 8 6 1
45
41 f5 j
cc A f1T 9 14
5837 ALLOWABLE )4 r
w
13
MMI 1-7EP
VEGETATED ROADWAY CLOSED SWALE SYSTEM (EACH SIDE)
+
10 , ) 1 I //l I " 1
L-L
i.. i. WL:
SWAI E' STORAGE CALCULATIONS BASIN �� I f. if
64 6
39 L u" \031 43
W
L VOLUME = .6-7W,41
L=VARIABLE Q
A Cel ..... 4
12 7
I \
FOR 10 STORM O'VIER 1 LF OF ROAD N
R"EQUIRED STORAGE CAPACITY Zd_S-
e* 2 1'1
4
A=.67Wd IMPERVIOUS ROAD AREA 12'X1'=12 SF
V
STORAGE REQUIRED: 12X(1/12)= 1 C.F. LI 41
@-I A S
5 STORAGE PROVIDED: SWALE LENGTH L= 1 RUNNING FT t
SA
kk ry -
VOLUME = .67 X 3.0 X .67 X 1 1.34 C.F. PER RUNNING FOOT _211
ADDITIONAL SWALE CAPACITY ALLOWS FOR DRIVE CUTS ALONG ROADS A
4
a
4 WL))
j It, 6
x,
to t
4, 4, 41 41
CO
+4.2 x
+2.0 0�)
+3.5 'A P� L
plow
- ----------- --------------- ------ lb� . I -
------------ ---------- - + 2..* 9 Al
.7
BOGUE SOUND +1.3 -------------- -------
t[ �' �;��:��/� i
+1.9 0
f
21 +
SA /A I L_ FN 0 .01
+
J-4
FO
+2.5 +
+
2.3 Ile f
+2.8
+2.7
_ w W _ ✓ ` \ i i- i i ; i �r �s� + 0 \ 1 (i
i -COASTAL,- 39 -t 2.7 +2.17 - - - 6
0`v
M4�RSIt
21 1 V A
4 +3.5 AEC
+3.9 Z.0
4,
k cD
00, 0,"` \ - I - ILI 00
+3.5
+3.4 22• N
I �O *
+2.8
r379 A
01- 41
41• X
+4.1 +3.2
.5c ii +2.9 t .1
+3.7 W, T .00.-w "" i I I ') & I i '� - I i� I 1 011
do,`* 0o, 3.1 31-
+3.4
i
+3.9 +3.2► 3/// C4
wo +2_7 00
•
+2.8
+4.1 7, LC +3.9 A +2.9 LEGEND V
+3.8
+2.5 +2.7 VEGETATED ROADWAY CLOSED SWALE . ... . ...
+4.3 +2.9
+2.5
SILT FENCE 24' 1 >
+5. v Ar j 77 :A
,
+2.7
+4.6 +2.7 1 --c
+2.7 �51
41 4 1
+2.8
+6.5 +2.7
+3.8 +2.5
+2.9
+4.9
CONSTRUCTION
qITE
MIN.
3" & 4" CRUSHEDWSTONE
DETAIL r, I --STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE / SEDIMENT CONTROL SYSTEM INSTALLATION PROCEDURE
1. EXCAVATE A S-xg- TRENCH ALONG THE LOWER PERIMETER OF THE SITE
2. UNROLL THE SILT FENCE FILTER FABRIC*��ND POSITION THE POLES
AGAINST. THE BACK(DOWNSTREAM) WALL TRENCH.
3. LAY THE TOE -IN FLAP OF THE FABRIC ONTO THE UNDISTURBED BOTTOM
OF THE TRENCH,
BACKFILL THE TRENCH AND TAMP THE SOIL.
WOOD POSTS,
SPACING TO
St_11T CONDITIONS FILTER FABRIC (3' WIDE)
ATTACH TO POSTS PER OSTS
KANUFS RECOMMENDATION
VZ j
SECTION B
2- ( IN. BACKFILL
'TEP, Ow
SECTIONG - SECTION A
� COUPLER
V
0
c.
T-_F_-lN METHOD
UNDISTURBED
SOIL Ila 01
I SECTION B
SECTION A
JOINING SECTIONS OF SILT FENCE
DETAIL ----- SILT FENCE
N:L& \,3.,)
40 R. wAy'
Ci 81 1
24' ROADWA Z
F-2" FABC- I
-GRADE POINT
V LEVEL LINE
6- STABILIZED� i SUBBASE AS DIRECTED
BASE BY ENGINEER
L-VEGETATED ROADWAY BASIN
SEE DEA -1ILL FOR
DIMENSIONS
DETAILS ROADWAY SECTION
SOIL EROSION AND SEDIMIENT CON iROL NOTES
1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE
IN PLACE PRIOR TO AN, GRADING OPERATIONS AND INSTALLATION
OF PROPOSED STRjC-.)RES OR UTILITIES.
2. ALL SOIL EROSION AN3 SEDIMENT CONTROL PRACTICES SHALL BE
LEFT IN PLACE UN-iL C-ASTRUCTION IS COMPLETED AND/OR
AREA IS STABILIZED.
3. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THESE
PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE *NORTH
CAROLINA STATE STANDARDS FOR SOIL EROSION AND SEDIMENT
COIN ROL7.
4. ALL INLETS, DITCHES AND CULVERTS TO BE PROTECTED BY SOIL
EROSION AND SEDIMENT CONTROL MEASURES AS SOON AS THEY
ARE CONSTRUCTED.
5. LAND AREAS EXPOSED AT ANY ONE TIME AND EXPOSURE TIME LENGTH
SHALL BE KEPT TO A PRACTICABLE MINIMUM,
6. WHERE NECESSARY. DISTURBED AREAS SHALL BF TEMPORARILY SEEDED
AND ) MULCH® UNTIL PROPER WEATHER CONDITIONS EXIST FOR
EST
MMMMUELN OF A PERMANENT VEGETATIVE COVER.
7. THE MAINTENANCE OF Sf-4L EROSION AND SEDIMrNT CONTROL MEASURES
SHALL BE THE RES"GBILTY OF THE CONTRA477OR DURING AND
IMMEDIATELY FOLLOWING THE CONSTRUCTION PERIOD. UPON ACCEPTANCE
BY THE OWNER, THE MAINTENANCE OF THOSE MEASURES SHALL BE
THE RESPONSIBILITY OF THE OWNER.
l2
jj �� �► it !,, i� i , , i
/ it
7-4W �.�,,�; ; ;
.6 Q01
_' 0 ,
AROUND )SWTIR I j'
26 Ile
SET
17�
EXISINNj ro HIQ UN
N
27 16 4
41 WLI ��
`b lj II \�I, I
15 (0 z
28
29 RO SWALk
30
1. . . ...... ... , I I /
MARSH AND WATER LINE \
SEEDING SCHEDULE
All disturbed areas due to construction and any severely eroded areas; shaii be stabilized by
establishment of a permanent gross cover. The seed species shall be selected based on the type soil,
present, seasonal conditions and other considerations. As an alternative, the contractor may use the
methods and schedules shown below-, however, It that a apecidist be consisted aft
attention given to site specific conditions.
Cultivate area to a depth of 5 inches
Apply agricultural lime at the rate of 4000 tbs. Per acre
Apply 10-20 commercial fertilizer at the rate of 500 lbs. Per acre
Kind Rate Per Acre
Common Bermuda Gross
Unhulled 25 lbs.
Hulled 12 lbs.
Per I nsocola Bahlogross 50 lbs.
Korean Lespedeza 25 lbs-
ToU Fescue 30 lbs.
Mulch with straw at the rate of 3250 to 4350 !bs. Per acre.
Anchor straw with asphalt emulsion took coot applied at the rr-e -- V-_ ­9 per acre.
Where is not possible to establish a permanent gross cover it :: ecs !.-:,-t period of , 'VI Due to
seasonal considerations, a temporary gross cover shall be e---,=, sre,:_ '-cr �orary Cover SrS include
# c- cver -c i"Ina -e
the planting of annual grosses or small grains such as rye grass-er-: : s shall - a te -
requirement for permanent gross cover. Where the season or otter c:y- c:,, o,- 3 ;re not suitait>6# I-zr growing
a temporary erosion resistant cover, mulch may be applied; -owever. -_ v -sea alone shop Ce for the
shortest time practical.. A temporary or permanent vegetat-ve zcw sr , :e P-stabilshed 02 solor a
conditions are favorable.
WL j/ /�.l
WL
-AX
r
M/1, Ii!
V
W
0))
EDWARD J SEBASTIAN
co, I 0
lr
SCALD 1'=100'
"EMBER
300'
I
PAT ... N
IL7 T T T CCUT
Ti
& ASSOCIATES, P.A.
LANDSCAPE ARCHITECTURE/
IANTD ID 1,ANININI G
17 Glenwood Avenue
Raleigh, NC 27663'
919-834-8620
90119-8128-7068 (KAX)
• C_'I'Vil Engineer
PPXOTIGE ENGINEERING
S
AND LAND SURVEYORS, PA
CAPE CARTEMET
SSWANSBORO, NC 28584
® Soil/Weltiand Consultant
WND MAN-A-GEMENT GROUP
WHA
M MGTON, i1C 28402
Owner:
VISION 1`1ROPEri-R.TIT
E00
INDIAN 1BEALICE, N.C..
7-1
Project:
" A -rcj
SKA [OL I LE
r PLANT AA 1TT
0N
�cD` h 4- rP1
A Srr'ORYL
�IT
EROSION 00RO
DLLTJ
1
1QQUP I JATIP-�
AL
'P nr-T Arl If fl%qn
'L Ir I 2 7
RM lv-C,;-
edisions:
A#,
Project Number
02674-0020
. Sheet Number

A
6' ( A T\Al
�, %� n
8' MAIN BOARDWALK
6' CATWALK
EXISTING GRADE
FENDER PILE t
1
�t ANCHOR PII �
6' CATWALK � 1
EXISTING MARINA BASIN '
!FR PILE
NOTE:
ANCHOR PILE v
PILE LOCATION 1111 CATxV'ALK FRAMING
DESIGN BY OTHERS
CATWALK
MEAN HIGH WATER
;1.4' MSL,
DETAIL 2 SLIP & CA T_`�V!AL� SECTION
N.T.S.
_— ®1 I \ 60 rf? Will
MHW 1.4' MS
7-------_-------7--MLW5 L
Ir__ TD rT MAX B^vTT^v , ri"DVT`` =L
DETAIL r PICAL CHANNEL SECTION
N•T.S. � /
SIDE SLOPES TO
POIll OF DISCHARGE BE GRASSED FOR
v s.: r e. S I ABIUZATION
TO BE BEYOND
MEAN LOW WATER \ a it R
DISCHARGE PIPE
BRACIi:G AS REQUIRED s
DETAIL/41 SPOIL RETENTION BASIN
N.T.S: 4 i
DETAIL SLIP LAYOUT
N.—I.S. �41 EXISTING SAV.
7 `
ROGUE SOUND f,�''3 �• - � • ` • ; °3r, y '1+00
j139 '�34 x3) �3s �3S %"e �3 41� '�z8 x` ?0,ate
_ _.'�'3 3 / 3 30
�+zo.�+W ' _ - �2 x2 3 a +4»d1 CANAL
` O
� d ' • g b00
zz+on3 /
+� fi'r.�,,
Ell
'-2> �2.� x?_
x`;x3 x2 �3 O fT�_ MAINTENENCE DREDGING
8 9 ? 76 l EXISTING CANAL AUGNIVIENT
PERIMETER WILL REMAIN
x2s x2�
X49 x?9 SPDT zEVAT1ONs �r ALL SOUNDINGS ARE a UNCHANGED
NEGATIVE VALUES
EXAMPLE:
+2.8 _ —2.8' MLW
SEC TION 1
BASIN
w
0
210
-12910&80-60-40L20 0 20 40 60 Rn 1 nn
-4
-5
SECTION 2
CANAL
i
-4
r� o
(V In
-40-20 0 20 40
-4 -4
1Ei_: i i C )N .39
CHANNEL
v�LJ i i 0 N
CHANNEL
/ 1
_r-7 -
�iii IIII
li i II �
-4 - . I -4
EUSSO C1N111111EL �
5
20 40 60 80-80-60-40-20 0 20 40 60 80100
PROPOSED MARINA/CHA.NNFI PROFILE
MAINTENANCE DREDGING
MAINTENENCE DREDGING
EXISTING MARINA BASIN
CURRENT BASIN ALIGNMENT
AND PERIMETER TO REMAIN
UNCHANGED
�M •
/f'
i L= � \ •
i j:• If l J
t. \ I
NET CUT FROM MARINA/CHANNEL f 11900 CY `:• i :i
MAINTENANCE DREDGING
CUT MARINA I'll t 6500 CY
��.
CUT CANAL ± 2_300 CY �
CUT CHANNEL 3100 CY r.•' ��
r
SPOIL
r AREA 2,
M 3700
i�P' f<_
p j i• f
ORIZONTAL SCALE I• =100'
VERTICAL SpµF 1' =-2'
FLASHBOARD RISER
10 j BASIN BOTTOM
Sa
-`
PROPOSED SNPI.M.
ARFA
ems' a (: � i �r�,a •i
•
'" r:�•. f j Aso % 40
15'X30'
i i 20 TO 35' BOATS
/ u, 00 it i
<V 9100 (� 4Q
5 SUPS
15'X20'
4,40 40 15 TO 25' BOATS
T t 00 i
1 td p 40
MAR I ��`
g BASIN ..
i 74 SKIPS
i i7 fizs.00
s
p�-r-30.00
.�, r n�
i
i •-a 1 __
/ 15.00r f� R
i _ L
i i per` i iIF
55 SLIPS
f 1 •- f i i i 5' X 40'
1 "'j ,16
i
• �+ i it
• SEWAGE IMP j �
OUT Sur `-
• / LXiSi!NG mill _ 6
• j:
IS
7 �! I
r `4 00 40
26+0'0 25+00 24+00 2 3 + 0 0 22+00 21 +00 20+00 19+00 18+00 17+00 1 6+00 T OU 1 4+w 1 j+V V
D"
—2
4 SCALEI 1'=100'
100, v 50' 100'
-6
DA_TIJA( F,I.F. ti
-8.00
PATON
7.I i fi
& AsSG� ATIRS, P.A.
LANDSCAPE ARCHiiECTh`BE f
LAND IDLAil Nld IG
17 Glenwood Avenue
Raleigh. IOC 2760:3
919-834-8620
919-828-7068 (FAX)
= lVii VjIi:iilee'
1-1 Ei iirE a.LE .113 i7 3J i
AND UNn SURVEYORS, PA.
CAPE r,A1RT.'1=
S OSBORC, Ki4 28584
/1pL'1,anr'i nrlalliTanfi
T 1TT1 1 f • ^T ATt fT�1TRT 1.1 f,T TT7
'rv�"A AGGE.li—lii�111i 1 i�i)iir
irr A AO
v i v11, i I;a kyrl aj*vozi
it 4) Rer.
`4SIO v PROPERTIES
IN DiT.AN BEACH, N.C.
,"of1.1
,�' pj
a 3V -
:,,k c
rye,.
Isre:p'
�,Jrc
J v
�•'/ Tl A T Q T T'I
nL A rTA•1Ifr1iAi
=
ctiL _ 1 m_ 17
dh
MARINA LA
YOTTvT
O 4NEE.T j BA5+
T AN
MAINTENANCE
l f A TI �1 TT rl fj 4 !1�!1Q
IV11� �.7y7
=;
vnV; _; ,
Lb i%A.' .13ivii:I.
rloject, 1vullluer.
300' 0_26 — Di020
Sheet Number:
•

0
1 5.
MARSH AND WATER LINE
s
i
...........
+2.1
+ 2.0 /
/ + 3.5 r-
--- -- --- - ----- ------
- - / + 2.,+
B�GJE SOUND +,.3 _-.- -. -" jj
+ 1.9
SA WATERS
+
'i +, F/
+2.3 ���
-.7 + ��� +2.3
+35
+3.9 ���'► 20
+ 3.5
sft 1 �.y ram.
+34 --
��® +4.1
+3.7.t'r jj 39 <i� .29
i h i
+ 4-1 + 2.7
+3o s-- +Z8
s�i +2.9
+2.7
+4.3 �.� +2 q +2.5
i
+ 2.7
3
+ 2.7 + 2.7
+ 4_S + 2.7
+ 6 + 2.7
+3.5
+ 4.9
+ 9.9
+ 2.8
MARSH AND WATER UNL
SAND PIPER VILLAGE
SERVICE
!NEST SIDE PROPOSED SEWER SYSTEM ONLY
33 - 3 BEDROOM UNITS 0 360 G/D = 11880 G iD
RECIRCULATING SAND FILTER MANIFOLD SYSTE)
SPLIT FIELDS WITH EACH FIELD BEING 150'X72'
FOR ACTIVE FIELDS OR 220'X54' FOR THE REPAIR FIE -
PROPOSED LOADNG RA! r OF 2
Z
EAST SIDE SEWER SERVICE
EAST SIDE PROPOSED SEWER SYSTEM ONLY
33 - 3 BEDROOM UN:'TS 0 360 G%D = 11880 Gf D
RECIRCULATING SAND FILTER MANIFOLD SYSTEM
SPLIT FIELDS WITH EACH FIELD BEING 150'X72'
FOR ACTIVE FIELDS AND 150'X72' FOR THE REPAIR FIELD
EDWARD i SEB A S'I N
SCALE: 1'=10
100'
.. V
NC- RATC OF 0
300'
0 PATON/
r Lj 'F
.'*UCCHL
nS ASSOC-1't'i!i'ES, P.
LAI�iDSCCAPE ARCiIiTiRlCTUREi
LAUNTD PeT kw,,e s
17 Glenwood Avenue
Raleigh, NIC 27603
919-834-8620
€�19=132E-7068 iRi-X;
s .i�i i i EilgT-eei'
PRESTIGE EN uM, , EP]Nu
In T �=e SUR s ':YOBS, Ps
CAPE G�"--.SEE':
ASBORO, ETC:: 28584
`nii/'%4et1an� Consultant
` L: i! i 0 i v Ci L' Consultant � --%A
_AINNN�=�; GROUP
I�i1 GT N, NC 28402
VISA; n e=
TTn %T Tyr, T� r�r c-r
��i;; � � gr' �O.P"� 1 Inv g
7-1
rr oject:
!" / Tn A T. T 1 F-1
-'S H" A � � ij.
�
1-ic�Il i � i� `�
s Sllel1 ll we:
F,
-Issue Hatin:
1! A T,�/1TT t]
1 141�1 .I1 6 7'3
V 1+1U1V1IS:
mow.
i 996
Project i urn uen
02� 1—�4-
Sheet Number:
S
-5