20030559 Ver 1_MAPS_20030507

PAMLICO
EiOUHD
5' -
DIKE AROUND SPOIL AREA TO PREVENT TOP OF BERM WASHBACK OF SPOIL MATERIAL
\ 1.0' OF FREEBOARD TOP OF CONTAINMENT 06.0'
4'x8"x10' WHALER FINAL FILL Y
3 4"X18' TIE RODS i \\\//j~% RODS y
1 ' ON CENTER W/ `TURN BUCKLES -ER ES W/ CANAL
3 GALVANIZED
8.0' SITE
FILTER CLOTH
z
5/8- BOLT W WASHER U X12 Q
GALVANIZED TYPICAL U_
F EX. GRADE 6"X6"
\BOTTOM OF CONTAINMENT 1.0 4 H
SHEATHING LAPPED Ll U] OR TONGUE AND GROOVE U
VICINITY MAP N.T.S.
SPOIL CONTAMINANT BASIN CROSS SECTION - - THIS CROSS SECTION IS TO BE USED FOR FOR I W z
N. T.S PLANNING PURPOSES ONLY. S. BULEIMAI) 40' .T. S.
too
CROSS SECTION alo OJ O SH - J O N oaZa~O=ON JI-' W K - a Z
N awo¢2wOmF
17 - - - - - - - - - - - - - - - - - - - - w- O3
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 2 < NyNj~~OyNjJ ZU ~ W- OOw 00
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I y< wo~OapS~J
- - - - - - - - - - - - - - -TL 6ZU4CLNr i _ NI'~- J O 2 Dl=
L4NLtahAER RIPARIAN ~ v o 0 0o zd 2 5 0 k m
0/7 L CARL caMSrar _ \ \ \ \ \ V I N4RKOG .NNLL/5, 20&K 3005
00 546, % 617 OB 165, R5 402
\ DREDGED BOTTOM i z z z \ z z z
TOTAL LINEAR FEET BULKHEAD = 65 FT I TOTAL i \ w w w
ITOTAL SPOIL AREA DREDGE VOLUME 5.YD DREDGE CROSS SECTION
NAL \ \ Q iy 8
SECTION 'A-A' A0_1AC,=W , RIPARIAN
N. T. S. _ .l ~ ~ \ \ J J J
HARLON G. A&Lr5, .R DB /65, f76 402 / ...1 NW- NW-. < a a
~~'F., Egg ~6 U U U
20P - 6 6 6
- zs 5A $f
.P cT DREDGE PROPOSED BULKHEAD AND BASIN N SCHARGE $ BACKRLL TO BE INSTALLED PRIOR
PIPE TO THE BERM CONSTRUCTION \ o o S >
S22U4'31'E 11, BA a 40 RD-lACLWT RIPARIAN w w w w
AREA TO BE 974 Ir
SAN 2 a~ AREA AO (555 CUBIC94 YAM \ NARLGwG h/LL/5, /2 w w w D14 165, R5 402 I a a (L
1 AD,14GENT RIPARIAN < < <
0. AI 7 T LAhLNl~'1"NER
- 3D .B-79PEYMLl5E7T ` ' it o M 920, % 629 \ 5 5 w
OtN ^1
O 'f 239.92' S31'Oi'30'E
3oo.96 ' r Y N \ a
PAMLICO SOUND 63 n 4. 57.00 - 75.00 30 al*M'30'E
-to N ! ° LOT 3A 20' EASEMENT \ / \ ~D o
40, ? I~ I 66,850 SF (2.0 AC.) EX/571A6 Gi1E ~
AEX1577A6 1!!!!!!j ~ SPOIL CONTAINMENT SWORalAf I I AREA (50,404 SF) O I STGRYEiNLD/MS l- ~ ~ r+ h Z
- ` _ LAAVaVWW
-to 0 N.F LOT 3B I EX/5T/M5 PAWI/45 ~r / 15,037.17 SF (0.35 AC.) A);154 OF6 4W 120,908.6 SF (0.46 AC.)
e.0 DREDGE INLET PIPE ~AEC P8 T 1
A
EX15T/M6 6W 57ORY L SrcR?agcrr, 3 / d z
3D ~ ~ v-]3 va3 ~ - P, jk TAL pALO/A6 z x
K AO X71 \ _ _ .'AT U ••1 a
EXISTING WATER DEPTHS PROVIDED EXl577M5 EIiKlfADED N34 N34-16'IYW 70 EXISTlkS MOAT RAMP a \ l " O
BYOUIBLERASSOCIATESSTAFF S'bRfLl1E - ~a,- ~ac"EADEt7 fX15 it rT _ J Nh 0 f 20' EASEMENT u y
+o 228.84 1~6 M34'01'32'W . , './{QJC ~F~w~ ~p M o 'A M G~r 32 26'19 20 W 56.93 ) Fry E-
N28 48'24'W - 251.74' N28 48'24'W 168.10' N X732 W / O V/ 3
A G # 1
Da 3, / X23 z
EXISTING GNANNEC i=-- / Z o
25 4v A4 EXISTI G1LlANL -Jw AD.W.BWR/PAR/AN co LAACCIPAER
u
6E0+a6;E M M nvLLlAhS.ie O " v ,9B 9i?4, A5 772
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0 r~ / LEGEND Z
n AO IAN LAAVOAAER
l ALAN 11IF 111
m ~ I
0 N PROPOSED BASIN AREA TO BE FILLED
/ COMMISSION NO.
Q l~v / EXISTING CHANNEL TO BE DREDGED P02167 DESIGNED BY
~ 73 v EJV, DOUG
L Q EXISTING BULKHEAD DRAWN BY - - - DOUG D
QI
J F - EXISTING SHORELINE (NWL) CHECKED BY _ JSl
-13 Y _ EXISTING WATER DEPTHS ISSUE DATE
nr EXISTING GROUND ELEVATION RECEIVED 2/24/03
G ]3 v
D 1 0 EX. IRON ROD/PIPE T
r ~ J
O EX. CONCRETE MONUMENT APR 1
Q EX. PK NAIL
GRAPHIC SCALE - - 50 0 50 100 - COASTAL MANAGEMENT EX. UTILITY POLE ELIZABETH CITY
N 0
n i N • EX. UTILITIES PED.
0 n°i ( IN FEET)
DRAWING nLE: P02167CAMA 1 inch = 50 ft
o PLOT SCALE: 1'=50' OF 1 SHEETS