15-09 Riversedge LLC

CHOWAN RIVER
i7
��
6' WIDE FLOATING
FINGER PIER
`
bG
�
(RELATIVE NORMAL ELEV: 66.83)
I
PROPOSED FLOATING
DOCK
=�
10 SLIPS (13'x2O')
—�
��
r
z
9
4 ��
I
Q I
4' WIDE FLOATING
a I
8
3 PLATFORM
a
`'
I
6' WIDE FLOATING
FINGER PIER
-
2 8 PILE SUPPORT
I
I
PROPERTY LINE ALONG MEAN WATER
LEVEL OF THE CHOWAN RIVER
I
16' WIDE
�\
I
BOAT RAMP
6' WIDE FLOATING DOCK
��'
6'
WIDE FIXED
WALKWAY
--.
25' BSL
°� ✓
�
LOF
PROPOSED NEW--1 -
TOP OF BANK a`
N JERR'Y BN STOREY &
�
I SUZANNE H. BR�;�WN MELANIE H. STC RE i
N 'F
P.O. BOX 64143 31 I E. Wt-,0DROVv SCHOOL RD 1'
DAVID G. STEPHENS & MUPFREE`BORO. NC 27a55
JANET C. STEPHENS `)IRGINIA BEACH, VA �3467
-, 1—2`_�2-398-7468
- 57-473-0278
313 MALL RAVINE RD PIN1; � 6907-52-8560 FIN# h907-6_-1514y'
y ti,
YORkTOWN, VA 23692
1-757-898-5079
PIN# 6907-52-8657
\ OPEN
�
�-
f LIMITS OF WETLANDS PER
TRACY WHEELER, ACOE
i 4
cl
- LIM17S OF DISTURBANCE
p VERVIE�N COURT
,g� -v - ��-
WOODS
0
`1J
,1 p
i
�
bS
WOODS
Ln
m TOB
.il
N c
� PlvERSE , LLC
N; F -
? "i MAIN STREE
_ARF CCiuP.TLAN7`, '✓A 231c
TEc� i,_F -»��- 1-L'4'
_ = S~ PIN# 69n�
N��,_
40' 0 40' 80'
GRAPHIC SCALE: 1" = 400,
6. 0'
4"X4" POST (OPTIONAL)
NORMAL WATER
- - � l..o� LEVEL
8" TOP - VARIABLE LENGTH
PILING (CEDAR OR EQUAL)
PLACE BY DRIVING OR JET.
MINIMUM PENETRATION IN
STABLE SOIL - 5'.
TYPICAL SECTION FOR FIXED PIER
NOT TO SCALE
6'
5/4x6" DECK
BOARDS
2x12 CROSS
MEMBER
L-- NORMAL WATER
LEVEL
4'x6'x16" DOCKMATE
FLOAT DRUM OR EQUAL
TYPICAL SECTION FOR FLOATING PIER
NOT TO SCALE
/-- 6" OF STBC
PROPOSED TOE 3/4 :1 3/4 :1
3/8':1 3/8":1' 2:1
-LINE WITH EC-2 MATTING
2:1 7.5' 7.5' 3:1 12" / AND SEED
L 4' 4:
HALF -SEC ION FILL HALF SECTION CUT
TYPICAL SECTION FOR ACCESS ROAD
NOT TO 'SCALE
`6" CONCRETE
BOAT RAMP
3/4":1'
2.1 -- --- ��
2:1
--:J3 CRUSHED AGGREGATE
BASE (2" MAX AGGREGATE
SIZE)
TYPICAL SECTION FOR BOAT RAMP
NOT 70 SCALE
woa Rio poa40,aW
soot a a adw03AISli
7
z M
oom
to W
snC.0
w
W
H
a o
,-
cq
L.� Q�
W La st L0
ZN M
W Q to
OZ h
CJ7 W Q
W X ' La.
c— LL! o
Lj J 56 0
co W
w N = d�
U y M
0
Lo
E h
E
O
CD
\gyp,
90
Q-co
o
Q
z
a
Of
aov
z
Q
�
_
Z
�m0
or-
Q
<
�
z
CL
V)
0
z
0
°Dwo
Lj
W
z>a
0
o
f--
U
W
DRAWN:
M.F.H.
DESIGNED:
M.F.H.
SCALE:
O t"40
DATE:
� 10-15-07
SHEET:
1
OF — 1
CEG 06-150

RNE�C��R1
vi
CHOWAN RIVER �
J
(RELATIVE NORMAL ELEV: 66.83) z
Q
Fr-
Q
WOODS
PROPOSED F>O L.F 15" RCP
PROPOSED NEW --/
TOP OF BANK
OPEN
40' 0 40' 80'
GRAPHIC SCALE: 1 w 40'
BULKHEAD
�35,
z
CL
6' WIDE FLOATING rK
FINGER PIER
10 5
9 4 4' WIDE FLOATIN
8 3 PLATFORM
:- 8" PILE SUPPORT
i
�- 6' WIDE FLOATING DOCK!
r i/
6 WIDE FIXED WALKWAY
APPROXIMATE/iNATERS EDGE
LIMITS OF WETLANDS PER
TRACY WHEELER, ACOE
WOODS
4"X4" POST (OPTIONAL)
------------
i
----------- --------
� I �- - -----
C)
N/F I
LARR'i J. STEWART
P.O BOX_'25
G-4TESVILLE, N - 279 -8
I
PIN# E907-62-4181"', i
RIVER BUFF
DRIVE
6" OF STBC
3/8":1' _
EXISTING GROUND
4' 12'
}
► 6.0' �I
5.3'
5/4x6" DECK
BOARDS
M
I
2x6 CROSS
00 MEMBER
C> -ZNORMAL WATER
LEVEL
8" TOP — VARIABLE LENGTH
PILING (CEDAR OR EQUAL)
V—,--PLACE BY DRIVING OR JET,
MINIMUM PENETRATION IN
STABLE SOIL - 5'.
TYPICAL SECTION FOR FIXED PIER
NOT TO SCALE
6'
5/4x6" DECK
BOARDS
2x12 CROSS
MEMBER
NORMAL WATER
LEVEL
4'x6'x16" DOCKMATE
FLOAT DRUM OR EQUAL
TYPICAL SECTION FOR FLOATING PIER
NOT TO SCALE
3/4 1 ,
3/8":1'
EXISTING GROUND
12' 4'-�
HALF -SECTION ALL HALF SECTION CUT
TYPICAL SECTION FOR ACCESS ROAD-24'
NOT TO SCALE
6" OF STBC-�
PROPOSED TOE \'
3/8" 1,
3/4".
4'— 7.5' 7.5' 4'--i
HALF -SECTION ALL HALF SECTION CUT
TYPICAL SECTION FOR ACCESS ROAD-15'
NOT TO SCALE
6" CONCRETE
BOAT RAMP
3l4,�' _ 3/4':1'
�1
3' 16' 3' --
TYPICAL SECTION FOR BOAT RAMP
NOT TO SCALE
Ire
4 `) /
J'�/
LINE WITH EC-2 MATTING
AND SEED
CRUSHED AGGREGATE
BASE (2" MAX AGGREGATE
SI ZE)
o 0
o o�
o����
Z M
o0ME .W w
SOS O 0
WU U Y
� ©zZ�
U W W
J
0_ WCL d m
O O O C3
LLJ
JCD
� m
co C
tD
�w W -* 0
._ z �N
W a h
cL v i
C � X
� � to
L.0
W O
LIJ � 0 o 0
_C Z tD LAJ
LJJ N = Os
(3.) >w 5E- to
C h
Ckn
E h
Q
Y
z
J
o
0
Z
Q
oov
z�
Q>I_-
Z
Q
Mmo
<
Z
� w
~w�
�-
o0z
V?
mWZ)
o
U
Ld
z
>
0
mho
:2
LL-
o
I—
U
W
DRAWN:
M.F.H.
DESIGNED:
M.F.N.
SCALE:
1 " 40'
DATE:
10-15-07
SHEET:
3
OF - 4
CEG # 06-150