124-13 Oversized Plans Tugboat Properties LLC

-6.4' x
-6.4' x
-6,v x
-60 y
-6-5, x
-6.5, x
NO WAKE BUOY
-6.4! x
--C.49 x
-6,4! X
-65 x
-6.5' x
I rl-8, x
Jd,
j
X 011,
Awl,
S,Vk
'Vk 6--
9,CL^k
�
^Mk Ao; w " 11
IL
-z.
Ld
X'
CYPRESS TREES
V"k
Y,
j
I'M Il
-Ilk
-6.4' x
D
,Vk
AREA TOBEEXCAVATED
BELOW NWL 50 CU,yDS
2C
3 C I ? 6 113
DC,V-',k!HD Cff y
UPLAND AREA TO BE EXCAVATED
ABOVE NWL 55 CU,YDS.
'T
r I
LNG GRA___
i 'ADE
5R
T-
4 -j
DnAr'P VAUT) 0T)nQ0 QV0rPTn NIT
y
-40 x
a
WETLANDS
AMIft
A
AUG 2 8 2013
COASTrl MA`JPGFMENT
E !Z(,F -- , - �! r. qy
L
PROPOSED RETAINING WALL
j-/ �� , io W,
Z CYPRESS TREES
SITE DATA
Z' 0
- OWNER: TUGBOAT PROPERTIES, LLC
n14 BILL BOWEN
A
NO WAKE BUOY +s BOBBY TRIP
-6,4! x 1990 SMYTHEWYCK DRIVE
GREENVILLE, INC 27858
PLATFORM B
TOTAL DRAINAGE AREA.
PLATFORM A k 4 6!
...... PROPOSED BUILDING 85,639 SF 177
+ PROPOSED PARKING 121,306 SF 247.
-5,e x
TOM WATERS CREEK PROPOSED POOL/TENNIS w 11,236 SF 2,29.
ALL OPEN SPACE
-3.4 8
75
CYPRESS TREES +
TOTAL AREA 505,116 SF 100%
-4,8, x PROPOSED FUEL PUMPS + PUMPS`.
PUMP OUT FACILITY
p.
26 PIER 8
4-
(6) 19' WIDE SUPS
25 POND CALCULATIONS:
S.. (36) 1 V NOE SUPS
(8) 12' WIDE SLIPS . % l" - 7, -4.1, AL
IL I POND A:
/1
All-
40% IMPERVIOUS
CYPRESS TREES -4,1,
4DRAINAGE AREA 1.5 AC
-.
SA/DA FACTOR = 3.5% (TAKEN FROM 90 % TSS CHART, 4' POND DEPTH)
PER QUIMANS RIVER ,
+ 'oREQUIRED SURFACE AREA = 1.5 AC*43,560 SF*3.5/100 = 2,287 SF
IL
+ BASED ON A 3.1 LENGTH TO WIDTH RATIO: WIDTH 28 FT
LENGTH 83 FT
--- --------- --- -- POND B:
... . ......
ALL PROPOSED PIERS 8' WIDE'\
------------ -
WALKWAY P- DRAINAGEIMPERVIOUS AREA 4.75 AC
IL
SA/DA FACTOR 4.3% (TAKEN FROM 90 % TSS CHART, 4' POND DEPTH)
xREQUIRED SURFACE AREA 4.75 AC*43,560 SF*4.3/100 3,897 SF
CYPRESS iREES
L... . ...
-Ar k BASED ON A 3:1 LENGTH TO WIDTH RATIO: WIDTH 55 FT
LENGTH = 164FT
TF-ACT I
NIF
R A
P
(6) lolvWIDE SUPS'\ 17 ACRES POND C:
AL
(36) 15' WIUL SLIP5"' \ 0 AL + STATE EAfPLOYEES CREDIT UNION WIDE
Z-�% IMPERVIOUS
(8) 12' E SLIPS V
N WALKWAY
+ NT Y DRAINAGE AREA 5.35 AC
\+ WETLANDS pros
40A
4- + + 6' SA/DA FACTOR = 3.97. (TAKEN FROM 907. TSS CHART, 4' POND DEPTH)
+ + +
+ +/ +
REQUIRED SURFACE AREA = 5Z5 AC*43,560 SF*3.9/100 = 9,089 SF
POOL EQUIPMENT +
+ +
+
+ BUILDING
+ BASED ON A 3:1 LENGTH TO WIDTH RATIO: WIDTH 56 FT
APPROXIMATE LOCATION OF
I I �l L
ADJACENT COMMUNITY PIER LENGTH 166 FT
ON, OF 4-04 WETLANDS LINE POOL jo
4D' TOTAL LAND DISTURBANCE AREA: 10 ACRES
DOCKMASTER OFFICE
ler
(20' x 20')
SHOWERS AND,-10'
BATHROOMS r I ENTIRE WORK AREA TO BE SURROUNDED BY SILT FENCE
FUEL STORAGE
415' TANKS HERTFORD HEIGHTS
- ----- -------
PROPOSED
60'xl0
0
' HOUSING
-Ilk UNIT (TYP.)
\ , =*, r1lun STREET
. m 0 + +
TEMMS
COURTS
F
Mf; r
LL------
- ------- CYPRESS TREES
POND B
PP SURFACE AREA 9,338 SF
404 WETLAND LINE
30' DCM BUFFER LINE + + +
NORMAL WATER LINE (NWL)
WETLANDS
gilt
0.24 ACRE
PROPOSED TOWNHOME
END OF �OAT 0 10 UNITS
RAMP CONCRETE 17,472 SF
N OF
f
BOAT RAMP CONCRETE +
BOAT RAMP EXCAVATION s
'P L--jl
DST,
RCIIPA D HIeHOROU110
EX _not4 55 C,,)
PROPOSED EXCAVATIO
To -4.01 (50 cu. YDS.}
AT
SPOIL CONTAINMENT AREA
W
POND C
PP SURFACE AREA -i 0019 SF
ICE
PROPOSED T04VNHOMES
10 UNITS
17.472 SF
01*
0 -43 13 0
--- --- — ---
DRPDGE ,SPOIL LOCATION
NOTE: 1, vt -A �A A A ?, �A 'A Q�
80 x 50 AREA WITH SILT FENCE
TOTAL LAND DISTURBANCE AREA: 10 ACRES
FENCE CHURCH STREET
ENTIRE WORK AREA TO BE SURROUNDED BY SILT .... . ... ... . ... 31
DOWNTOWNHERTFORD
GRAPHIC SCALE
100 0 2CO
mommmmm
77 100. 1 DATE REVISIONS
DRAWNG NO.
RACOON CREEK
IN FEET 10/5/07 REVISED AS PER DCM COMMENTS DATED 9/24/07
t
I inch 100 ft. 06-008A HERTFORD BAY' MA.R.INA _ti1/18 8 1 REVISED AS PER DCM COMMENTS DATED 11/19/07
1 2 1
3 6/27/13 REVISED FOR CAMA MAJOR APPLICATION
Dp�vq BY
— - — ---------
OTHERS I j 4 8/6/13 I,REVISED AS PER DCM COMMENTS DATED 7/2/13
TUGBOAT PROPERTIES, LLC
i 5 I 8/21/13 I REVISED AS PER DCM COMMENTS DATED 8/16/13
DATE I
TYPICAL PIER CROSS SECTION
77
J,
Mz
PO BOX 3266 KIT Y HAWK NOR"TH
Phone- 1,2152) 2611-7-70-7
Faxi (252) -261-2290-
DRAWING F11 E: Hl�'RTFORD SAY
PLOT SCALL 10,61
111/17/06 HERTFORD
-PERQUIMANS- COUNTY
NORTH CAROLINA