91-96 Oversized Plans Minor Mod Bald Head Island Management LLC 3

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TYPICAL TEMPORARY SSDDIENT STORAGE
NOTE: CONSTRUCTION DURATION ANTICIPATED
AS 9 WEEKS OR LESS
J. DA CYAN M 9NCL A• AC♦FIXM/ELY CriA9AC7ED
m PREM1E7iT fA[AAIE
2 JW CAVII SWCL SE S7LYeom ,MW
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GRASS -LINED CHANNEL
TYPICAL CROSS SECTIONS
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DRAINALIZ B�ISIN 4T4
8e9AC
EXISTING, PROPOSED & FUTURE
SHOWING SEDIMENT & EROSION CONTROL MEASURES FOR
PROPOSED 140 CAR PARKING LOT & 37 CAR ADDITION TO
EXISTING 220 CAR LOT, APPROX 1.7ACRES NEW
IMPERVIOUS, APPROX 1.9 ACRES OF DISTURBANCE
6.5 ACRES IMPERVIOUS PERMITTED TO POND#�`A2
PER SW8 951012 MOD 4-1598 _
I � �
tion Entrance tyP- I!
DRAINAGE Construction
BASIN #2 metal pipe '
BOUNDARY (8.9 ACRES) 40' x 18" hdpe or m i
@I % slope CUL T v. 14. LET �
------ -- -- osed 57300Si (1.4 Ac)
-------------- Prop area (140
------------ Eking
r--� 4 "of morfed p
spaces+/-) SEDIMENT &
114.0
� r �
t
� � t
to ee
Coitroctor/En y '
FUTURE '
Terminal Ticket Final Location
(Reference Only) e Basin Z 1
Re -not in Drainag Marled Parking d=
� Existing
(NOT IN PROJECT) 84 700 s 2 ft spaces - �..++•'+
New Con
veyonce SwalelTe1
X{r trap: Bottom slope f min '
♦ -. -
-see detail- 4
•.-mot- "�>-- ,��-' - � sediment trap.
Silt Fence Around Entire
Perimeter During
I Construc
� t �
-see detail-
1
`lwole(s) Around South 8
� •�'cX: -see detail-
tdes
' N \� Riprop Prote ction/1-ining where ne'
0.3 Ac) conveyanc& swales join to exisfim
osed 13 100 SF ( r � Roadside Vegetated
Prop arking area (37 Existing
of marled P EROSPL Swale
��iQ "•7y:.4:Z7 spaces) SEDIMENT & r /
T �•�Tj .r Construction Entrance tyP
CANT MARINA y '�fX•7 :� -see detail --
DEEP P C��, •!,cj
N6 .(
CONZRACSOR FERRY LANDI �? Lr.e.� a. I West. <
BNI Warehouse/Marine N_ 7� - Fence Around South,tro
1 h It ru
E r R SF ,i .. 5 ns
TU
U 0 - � Co
F 6 8 in
• 32 r
Maintenance Site. Bldg •� of Perimeter During Swalr
8 Ac) w 14o'Xl40+/ ♦ Temporary Sediment Trop/
# perimeter southern
detail 110 If min re4d.
' (.r`yv�r \' Exisxng Roadside Vegetated Swale. Add e 1
r�;Il / C I / / &silt fence protection before Pipe
Inlet during �� 111�. P 1 ,e riPr 3 week parking for
Protect Drop / ( entronce luring (emergency)
Construction from
it ass , 1 2 �° oir swale upon
sediment ' r �° ` Q construction as aeon out/ReD
�♦ \7�i (g )sediment tra, pletion•
1 construction
? cod ��9`�,g 5 Pad
i
5 ed g F `6 �Protect Drop Inlet during
Construction from Excess
�� 9 \°(` g2� �eZ sediment -see detail -
It
,
RJ\0
21 •
SILT FENCER NDICAAyTI D AROUND Ni'W CaNSITRUCTION,
PROVIDE SEDIM TRMENT PER DETAIL` DURING CONSTRUCTION
CLEAN OUT NESWALESAFTER CONSTRUCTION
MAINTAIN TO PREV ROSION; CHECKAFTER >>- 112" RAIN EVENTS
SEED ORHYDROSELEMMDB RE SOIL AT COMPLETION OF GRADING OPERATIONS
Drainage Basin 2:
Area = 8.9 Acres
(2.9 Ac of Future
Development)
Impervious Permitted =
282,927 SQ FT
(6.5 ACRES)
140,050 SQ FT EXISTING
142,877 SF (AVAILABLE
TO POND 2)
GENERAL NOTES:
1. THIS PLAN UPDATES PTHE PREVIOUSLY PERMITTED SEDIMENTATION AND EROSION CONTROLPLA
2. TOTAL DISTURBED AREA FOR THE 140 CAR LOT INCLUDING THE 10 PERIMETER 13UFFER AND
FOR THE 37 CAR LOT IS APPROX 1.9 ACRES. ALL WORK IS IN DRAINAGE BASIN 2. -. D. OT. M -
St
TOp P/AST s` ♦ / s
v
>t e
' 0 r
t
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUNSTRION MEETINGS) TO BE HELD PRIOR TO BEGINNING CONSTRU4 TION ' , ♦ _. -'�
2. DETERMINE AND MARK LIMITS OF CONSTRUCTION. OWNER DESIRES TO SAVE SPECIMAN LEGEND
TREES. THERE MAY BE SOME SITE ADJUSTMENTS TO LAYOUT TO SAVE SUCH TREES. ♦ t' • i
3. CLEAR ENOUGH AREA & PLACE PERIMETER SILT FENCE AT 10' OFF OF PARKING LOT
BOUNDARIES, CONSTRUCT ENTRANCES. '>a �, wl!, �, ,°
", , DRAINAGE BOUNDARY
4A. IT IS ESTIMATED AS A 3 WEEK CONSTRUCTION PERIOD (MAX) TO CLEAR, GRADE & MARL THE 1.4 ACRE ING T. £:, z_ _ µ' ¢ "----------------- LOT LINE
FIRST CLEAR 10' PERIMETER BAND SUFFICIENT AMOUNT TO SHAPE SWALES TO ACT AS CONSTRUCTION
,..
�"'-"- ROW LINE
SEDIMENT STORAGE, AS WELL AS AN AREA SUFFICIENT SIZED FOR ON SITE TOPSOIL STORAGE. - '--'--"
- /
FOR THE 1.31 ACRE 140 CAR PARKING LOT AT 1800 CU FT OF SEDIMENT STORAGER PER DISTURBED ACRE, �} `}- � ,,-` -- -�-� � - _ _ ._, -- OVERHEAD POWER LINE
2358 CU FT OF STORAGE IS REQUIRED. USING A 2' BOTTOM WIDTH, r
1 FT DEPTH SWALE WITH 1 VERTICAL TO 3 HORIZONTAL SIDE SLOPE (8 TOP WIDTH), 472 LF -" ELECTRIC LINE
OF SWALE ARE REQUIRED. THIS LENGTH IS APPROXIMATELY EQUAL TO THE SOUTH AND WEST EDGES. - f - - - STORM DRAIN LINE
ALLOWING FOR SOME "TREE BUMPOUTS".
413- FOR THE 37 SPACE PARKING AREA, THE SITE IS ALREADY BASICALLY CLEAR AND AT SLOPE. 37_. _� r^ s^ - SHRUB LINE
SET THE SILT FENCE AT 10' OFF ON THE WEST (MARINA) SIDE AND SOUTH (RIVER ) SIDE. �_TREE LINE
110 If OF TEMPORARY SWALE ARE REQUIRED FOR TEMPORARY SEDIMENT STORAGE. Q t p
5. PLACE TEMPORARY SILT FENCE &/OR RIPRAP AS SECONDARY CONTAINMENT IV THE EXISTING -" _ _ y - �.= ' 404 JURISDICTION LINE
ROADSIDE SWALE NEAR PIPE INLET AS INDIVCATED ON THE DRAWING. 14-
6. PLACE SILT FENCE AROUND STORM DRAIN INLETS WHERE SHOWN, 0
7. PLACE ADDITIONAL AS SHOWN ON PLANS OR AS DEEMED NECESSARY BY THE ENGINEER
OR BY NC LAND QUALITY PERSONNEL
8. HARVEST TREES FROM 140 CAR LOT AREA, SET UP AN ONSITE TOPSOIL REMOVAL AREA
9. BEGIN MASS GRADING: INTENT IS FOR BALANCED SITE(S) - NO SOIL REMOVAL/FILL.
10. PARKING AREAS TO BE TOPPED WITH 6" MIN OF MARL. GRADE TO DRAIN AS SHOWN.
11. INSPECT & MAINTAIN EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER EACH
SIGNIFICANT RAINFALL EVENT (0.50" ANDGREATER)
12. INTENT IS TO FINISH JOB WITHIN 3 WEEK TIME FRAME. PLACE TEMPORARY SEEDING
FOR ANY DISTURBED AREA THAT WILL BE LEFT IDLE FOR 14 DAYS.
13. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON.
FERTALIZE, WATER AND RESEED AS REQUIRED TO ESTABLISH A VIGOUROUS STAND OF GRASS.
14. AFTER COMPLETION OF CONSTRUCTIO AND THE SITE IS STABILIZED, REMOVE ALL SEDIMENT FROM
TRAPPING DEVICES AND SPREAD EVENLY ACCROSS NON -MARLED AREAS. GRASS THESE AREAS
AND REMOVE TEMPORARY TRAPPING DEVICES.
-' MEAN HIGH WATER
MARCH, 1995R � e r
Feor 1
gape
..� • '•• •iit 5 i 1 • !14,010 • • • '•
50 0 25 50 100
(IN FEET)
1 inch = 50 feet
AREA
SWAMP AREA
" ~ WATER LINE
0 DROP INLET
cx TRANS. / TEL. PEDISTAL /
ELEC. BOX
PILING
LIGHT POLE
- UTILITY POLE
TREE
SIGN
MON o EXISTING MONUMENT
­01111- FLOW ARROW
® 5684 ��
SEAL
•
a
BRuCE MAREK",$1b E.
5420 Cotwwoo® Cr.
WI[,MRVGTON, NC 28403
[phone]
FOR:
BALD HEAD ISLAND
PLANNING DEPT.
P.O. BOX 3069
BALD HEAD ISLAND,
NORTH CAROLINA
28461
REVISION DATES

DEEP POINT MARINA
DRAINAGEBASIN#2
SWS 951012 MOD PROPOSED
PERMITTED EXISTING ADDITIONALSUBTOTAL FUTURE TOTAL
4115198 JUNE 2004 JUNE 2004
BREAKDON/N OF BUILT UPONAREA
BUILDINGS 21400 SF 500 SF O SF
500 SF
7,500 sF* 8, 000 sF
STREETSIPARKING 3.16AC 3.16Ac 1.7AC
4.9Ac
a8Ac**
5.7AC
SIDEWALKS
5, 000 SF
51 000 SF
FUTURE DEVELOPMENT 3.28 AC
OTHER 0.2 AC
0.2 AC
a I Ac
0.3 Ac
TOTAL 6.5 Ac 3.2 Ac 1.9 Ac
5.1 AC
1.0 Ac
6.2 AC
BUILT UPON AREA
IMPERVIOUS AREA:
EXISTING BUILT UPON AREA 0 3.2 AC 0
0
0
0
PROPOSED BUILT UPON AREA 6.5 AC 1.9 AC
5.1 AC
6.5 AC
6.2 Ac
TOTAL PROJECT AREA 8.9 Ac 8.9 AC 8.9 AC
8.9 Ac
8.9 AC
8.9 Ac
TOTAL DRAINAGE AREA 8.9 AC 8.9 Ac 8.9 Ac
8.9 AC
8.9 Ac
8.9 AC
PERCENT BUILT UPON 73% 3696 21l
57 0
73%
70%
e% 17.82
e1.18.77 e/.1 27
el. 18.82
e1.16. 03 el. of F08-
e J. 84
SEE CAPE FEAR ENGINEERING DRA WING SET 300.01 SHEETS 1-6 DA TED 2-98 FOR PREVIOUSL Y el.18.03
APPROVED STORMWA TER MODIFICATION, POND DETAILS, AND SEDIMENT & EROSION CONTROL MEASURES. --
e% 18.44 e1.15.58
SILT FENCE READ AROUND NEW CONSTRUCTION; µ W _.--- ---- er®r8.3s
8r MAX POST SPACING IF WIRE SUPPORTED, 61MAX POST SPACING IF UNSUPORTED
eel.t5 3.®►4.
25rX 80, CONSTRUCTION ENTRANCES OF #57 WASH STONE 6„ THICK TO BEPLACED AS INDICATED
SEED OR HYDROSEED BARE SOIL AT COMPLETION OF GRADING OPERATIONS ~`'� C
DRAINAGE BASIN #Z
8*9AC
EXISTING, PROPOSED & FUTURE
Construction Entrance typ-
300SF (1.4 Ac)
aposed 57 area (140
marled parking
sauces+/--)
FUTURE Contractor/Employee
t officeR oat nTerminal Ticke©alo
(Reference
enot m Only)
ainage Basin 2
Silt Fence Around Perimete,
During Construction.
.• 03 Ac)
Proposed 13'100 SF ( Silt Fence Around Perimeter
' or marled parking area (37 poring Construction.
spaces) Construction Entrance typ•
FUTURE BH1 Warehouse/Marine
0 SF
Maintenance Site: 3286bldg
(.8 Ac) W14o'xl40'+/-
ci ° d
()p . 9 P
(00
e 2
a 0�� R�\0 �Rp
to
co
e1.11.95 s
e1.10.41 '
Pathway to don ni g
el. 08
EXISTING CONTRACTOR
FERRY LANDING
Drainage Basin 2:
Area = 8.9 Acres
(2.9 Ac of Future
Development)
Impervious Permitted =
282,927 SQ FT
(6.5 ACRES)
140,050 SQ FT EXISTING
142,877 SF (AVAILABLE
TO POND 2)
el.25
Development)
Existing Impervious ,
=14,375 sq ft J92
6. o /v 7 er.19.5 f
175 er.20.5
h
el.,t 7.02
i
el. 16.ff4--
el. t
_ T FORtt
- Exist* in g
84,7 -
220+ - es -
el.15.
2oa.00
/
0 s a e
Q rpsd 1,100
i qco•,
t�el. 1 47 SF of marled ELECTR C B
Q) parking are
F
� s
el. 10.44
e1.16.24
T ANSFORM. ER
e rn
Exis tin g 53, 000 SF of K
marled roadway & barge
landing staging area
EXISTING
SEE CAPE FEAR
ENGINEERING DRA WINGS
#300- 01 219
rA
- 2 TR. ANSFOR llE,r
0
•0L,NN CA o
fQ. y
8EAO,J�
1W8.
BRUCE MAREK, P.E.
5420 comNwow CT.
WILNINGTON, NC 28403
(S 10) 457»7517
FOR,,
BALD HEAD ISLAND
PLANNING DEPT,
P.O. BOX 3069
BALD HEAD ISLAND,
NORTH CAROLINA
28461
REVISION DATES
�r �^
Q
o
Q.
U
� A
4
SCALE.' DATE:
I ., ` 50' 612f04
DRAWING NO.:
DPoSW
061o04
SW8 951012 MOD

S
L
ZONED: PRD
E
�••�• n/f PZIFER, INC.
PERMITTED PER SW8 951012 MODIFICATION 4/15I98
•`�. TRACT 8 MAP CABINET 10, PAGE 131
�•
BUILT UPON AREA
POND A POND 1 POND 2
BUILT UPON AREA
POND A
POND 1
POND 2
ZONED: PRD
,\•'�.
BREAKDOWN OF BUILT UPONAREA
IMPERVIOUSAREA:
0
0
0
BUILDINGS
2400 SF
EXISTING BUILT UPON AREA
STREETSfPARKING
19.6Ac 0.33Ac 3.16AC
PROPOSED BUILT UPON AREA
19.6Ac
0.33AC
6.5Ac
e "�"•�,
SIDEWALKS
TOTAL DRAINAGE AREA
21.06 Ac
4 3 Ac
8.9 Ac
73%
Q ~''"�•�`'
FUTURE DEVELOPMENT
3.28 Ac
PERCENT BUILT UPON
93%
7 7�
�`' `•-�.,
OrHER
TOTAL
19.6Ac 0.33 Ac 6.5 Ac
(7
----------------------------------
Q
0
Q
C.7
Q
Q
(700' RIGHT—OF—WAY,
© ©© C� O
© f7
0TELE
PED
MON
%,
Dr�
/
/
BALD HEAD ISLAND LIMITED
MAP CABINET 17-335
ZONED: 12
(78.1 ac m)
e
.__
�\ sphalt Apron #� ;
Aviv ,
fr
PED It
t
FUTURE POND A
FUTURE POND A
52,8-20 SO FT IMPERVIO S
' (19.58 ACRES)
/ / N.1dfb' N.1QOJ
ad .ufaot e�fa•e
Drainage Basin A.
Area = 22 Acres
(852,821 SO Fi of
Future Development)
TO FUTURE POND A
jl"� 00
/
r
� o
e
sp e
f o
/ e
------ ----- N rxae
N.tsti
x1s:,o
00-
r 11 j \'
e `
MON
, \'� .,EXISTING POND 1
Drainage Basin 1: 1 375 SO FT IMPERVIOUS
Area = 4.33 Acres PERMITTED
(3.97 Ac of Future
Development) ,
Existing Impervious
=14,375 sq ft 192
`a
ELECTRIC BOX
o0
256.00 i fas —�— r2aa
.fps N
14,
N Prop
i 57,300SF of
marled parking N
areo.(40 cars)
N «2o.cr
?9 �
6 N`
Gat5
18
F
I I
f
i
Examvc w?vmAcrae N. j d
FERRY LANDING 1 ? 11
i J
' 41 N-f 47 SF of morled0 ELEC C B ! J
Q parkt� g
Drainage Basin 2: EXISTING SPOILS BASIN
Area = 8.9 Acres
i
i
0
(2.9 Ac of Future /� ! Neaa 3 a
Development)
Impervious Permitted
282,927 SQ FT APR a
(6.5 ACRES)
140,050 SO FT EXISTING
142,877 SF (AVAILABLE
TO POND 2)
N1dzt _+
♦ ANSFORMER
c I
`► Existing 53,000 SF of
marled roadway & barge
��. landing staging area
EXISTIN(;'R)BN®
I SEE CAPE FEAR
ENGINEERING DRAWINGS
,¢'300-01 2/gq 00
1
I
2 iRANSFORVERS
3-6
�%
\-ACM NOIM r
A4004R•ve
r �
Fea
Gape
100 0 50 100 200
(IN FEET)
1 inch = 100 feet
N.C. DEPARTMENT OF
TRANSPORTATION FERRY SUP
(REPUTED OWNER]
ZONED: 12
�I
a
o �
i
N.C. DEPARTMENT OF
TRANSPORTATION FERRY SLJP
(REPUTED OWNER) 12.39 ACRES
ZOa14ED: M
D.O.T. LION.
LEGEND
DRAINAGE BOUNDARY
LOT LINE
----------------- --
ROW LINE
----�—�—�—
OVERHEAD POWER LINE
-----.—_— r—
ELECTRIC LINE
----------- -- --
STORM DRAIN LINE
SHRUB LINE
TREE LINE
____
�_ _______ ______ _
404 JURISDICTION LINE /
AREA
—
SWAMP AREA
_------ '__ �"--
- WATER LINE
O
DROP INLET
0
TRANS. / TEL. PEDISTAL /
ELEC. BOX
PILING
LIGHT POLE
UTILITY POLE
0
TREE
g
SIGN
MON ❑
EXISTING MONUMENT
�---
FLOW ARROW
BRUCE MAREK, P.E.
5420 CouNWow Cr.
WILMINGTON, NC 28403
[phone]
FOR:
BALD HEAD ISLAND
PLANNING DEPT.
P.O. Box 3069
BALD HEAD ISLAND,
NORTH CAROLINA
28461
REVISION DATES
w� �C I o I
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SCALE: DATE:
I rr = 100, 6I2104
DRAWING NO.
I
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DPmSW
m04
SW8 951012 MOD
l