95-09 9.2.11 Oversized Plans

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EX.6' DEPTH -35'WIDTH
EX. 5' DEPTH - 30' WIDTH
EX. 4' DEPTH - 30' WIDTH
PROPOSED 5' DEPTH - 30' WIDTH
PROPOSED 4' DEPTH - 20' WIDTH
PROPOSED 4' DEPTH - 30' WIDTH
PROPOSED 3' DEPTH -I O'WIDTH
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CROSS-SECTION LOCATIONS
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2 1f.7.i1 REVISIONS AS PER NCDENR DCM PRELIMINARY REVEIW COPYRIGHT 2, P
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4721 W. Eckner St., Kitty Hawk, NC 27949
Phone: [phone] E—Mail: janiouf26450charter.net

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PROPOSED S' DEPTH - 30' WIDTH
PROPOSED 4' DEPTH - 20' WIDTH
PROPOSED 4' DEPTH - 30' WIDTH
PROPOSED 3' DEPTH - 10' WIDTH
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- APPROXIMATE EXISTING CANAL BOTTOM
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2.5'
3.0'
3.5'
4.0'
4.5'
5.0'
5.5'
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CROSS SECTION #1 INSIDE CHANNEL 2 (IC2)
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APPROXIMATE ANGLE
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CROSS SECTION #4 INSIDE CHANNEL 4 (IC4)
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CENTERLINE OF CANAL t0+24.56 -- APPROXIMATE EXISTING CANAL BOTTOM
10' i 0'
BUFFER BUFFER
1.0,
2.0
2.5' APPROXIMATE ANGLE
3.0'
OF REPOSE
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4.0'
BOX CUT
4.5' - KupuxED
5.0' G DEPTH
5.5'
29'
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CROSS SECTION #9 CANAL "E2" (CE2) FOR A
1.8' EXISTING DEPTH
N.T.S.
CENTERLINE OF CANAL t0+33.72 - . APPROXIMATE EXISTING CANAL BOTTOM
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2.0'
2.5'
3.0' APPROXIMATE ANGLE
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4.0' BOX UT
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4.5' PRMSED
5.0' DREEKING DEPTH
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CROSS SECTION #14 CANAL 711 (Cn FOR A 31'
EXISTING DEPTH
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-- APPROXIMATE EXISTING CANAL BOTTOM
1.0'
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2.0'
2.5'
3.0'
3.5'
4.0'
4.5'
5.0'
5.5'
_ APPROXIMATE ANGLE
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-,-,.-,BOX CUT
-- PROPOSED
DREDGING DEPTH
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CROSS SECTION #19 CANAL "Q" (CO) FOR A
3.& EXISTING DEPTH
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1
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5'
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- APPROXIMATE EXISTING
1.5'
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2.5'
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3.0
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3.0'
BOX CUT
3.5'
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4.5'
5.0'
5.5'
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CROSS SECTION #5
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2.5'
3.0'
3.5'
4.0'
4.5'
5.0'
5.5'
0+00
CENTERLINE OF CANAL t0+17.29
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BUFFER BUFFER
2.0'
2.5'
- - APPROXIMATE EXISTING CANAL BOTTOM
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BOX CUT
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DREDGING DEPTH
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CROSS SECTION #2 INSIDE CHANNEL 2 aQ)
FOR A 3.6' EXISTING DEPTH
N.T.S.
CENTERLINE OF CANAL t0+23.84
---- APPROXIMATE EXISTING CANAL BOTTOM
CENTERLINE OF CANAL f0+27.21
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10'
APPROXIMATE
EXISTING CANAL BOTTOM
BUFFER
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1.0
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1.5'
2.0'
2.0'
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2.5'
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4.0'
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5.0'
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5.5'
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0+54.43
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CROSS SECTION #6 CANAL "C"
(CC) FOR 3.0'
CROSS SECTION #7 CANAL "D" (CD) FORA 2.5'
EXISTING DEPTH
EXISTING
DEPTH
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APPROXIMATE EXISTING CANAL BOTTOM
CENTERLINE OF CANAL t0+25.93
APPROXIMATE EXISTING CANAL BOTTOM
10'
BUFFER
10'
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f11'
1.0'
1.0'
1.5'
1.5'
2.0'
2.0'
2.5'
2.5'
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3.0'
-- APPROXIMATE ANGLE
3.0'
APPROXIMATE ANGLE
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OF REPOSE
3 5,
OF REPOSE
4.0'
BOX CUT
4.0'
4.5'
4.0'
- PROPOSED
4.5'
BOX CUT
5.0'
DREDGING DEPTH
5.0'
5.0'
--
- -- PROPOSED
5.5'
5.5'
DREDGING DEPTH
30
25
0+00
0+44.62
0+00
0+51.87
CROSS
SECTION #11 CANAL "F2" (CF2) FOR A
CROSS-SECTION #12 CANAL "G" (CG) FOR A
2.7' EXISTING
DEPTH
2.5' EXISTING
DEPTH
N.T.S.
N.T.S.
CENTERLINE OF CANAL t0+18.63
CENTERLINE OF CANAL t0+25.43 -. 10'
APPROXIMATE EXISTING CANAL BOTTOM BUFFER
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1.5'
2.0'
2.5'
N 3.0,
3.5'
4.0'
4.5'
5.0'
5.5'
1.5'
2.0'
APPROXIMATE ANGLE
2.5'
OF REPOSE
iE 3.0'
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-- BOX CUT
4.0'
-PROPOSED
4.5'
DREDGING DEPTH
5.0'
5.5'
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10'
(BUFFER
APPROXIMATE ANGLE
OF REPOSE
-- BOX CUT
4.0' <- _ PROPOSED
DREDGING DEPTH
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0+00 0+50.85 0+00 0+37.27
CROSS SECTION #15 CANAL "K" (CK FOR CROSS SECTION #16 CANAL "M" (CM) FOR A
21' EXISTING DEPTH 2.0' EXISTING DEPTH
N.T.S. N.T.S.
NOTES:
1. THE DEPICTION OF THE EXISTING CANAL BOTTOM IN EACH CROSS SECTION FOUND ON THIS SHEET IS
APPROXIMATE.
2. THE ANGLE OF REPOSE HAS BEEN APPROXIMATED AT 3:1
3. THE HORIZONTAL (X-AXIS) OF THE GRAPHS ILLUSTRATED ABOVE IS AT A SCALE OF 1 "=20'. THE
VERTICAL AXIS (Y-AXIS) HAS BEEN EXAGGERATED BY A FACTOR OF 10 TIMES SO THAT THE
PROPOSED DREDGING DEPTHS AND BOX CUTS CAN BE BETTER VISUALIZED
4. THE X-SECTIONS DEPICTED ABOVE HAVE BEEN BASED ON A 2004 HYDROGRAPHIC SURVEY.
5. A 10' BUFFER HAS BEEN HELD FROM ALL SHORELINES AND MANMADE IMPROVEMENTS WITH THE
EXCEPTION OF THE INSIDE CHANNEL 6 (IC6) WHERE A 5' BUFFER HAS BEEN MAINTAINED.
6. STATIONING ORIGINATES FROM EITHER THE WEST OR NORTH AND THIS INFORMATION IS DESCRIBED IN
TEXT LOCATED ALONG THE VERTICAL AXIS OF EACH GRAPH.
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5.0'
5.5'
3.0
3.5'
4.0'
4.5'
5.0'
5.5'
0+00
10'
,BUFFER,
f -- APPROXIMATE EXISTING CANAL BOTTOM
APPROXIMATE ANGLE OF REPOSE
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DREDGING DEPTH
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CROSS SECTION #3 INSIDE CHANNEL 3 ao
FOR A 3.25' EXISTING DEPTH
N.T.S.
CENTERLINE OF CANAL t0+22.23
-. APPROXIMATE EXISTING CANAL BOTTOM
10'
10'
1.0'
1.5'
2.0'
2.5'
N 3.0'
' 3.5'
4.0'
4.5'
5.0'
5.5'
APPROXIMATE ANGLE
OF REPOSE
- - BOX CUT
PROPOSED
DREDGING DEPTH
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CROSS SECTION #8 CANAL "El" (CEl) FOR A
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2.5'
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4.0'
BOX CUT
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5.0' PROPOSE
5.5' 5.0' DREDGING DEPTH
30'
0+00 0+76.47
CROSS SEMON #13 CANAL "H" (CH) FOR A
M
1 +01.05
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CROSS SECTION #17 CANAL "O" (CO) FOR A
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RECEIVED
DEC 1 2011
"AI_ MAN,- aFM, rJ
Li7ABETa CIT✓
JOSEPH P. SPt'IGHT, III do TERESA B. SPEIGHT
160 HOLLY TRAIL
SOUTHERN SNI'RES, NC 27949
PIN NO.: 986:1,390778
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SOUTHERN
t SNORES
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DATA AND COLOR f�- _'-,RAPHY, IT IS NOT SURVEY GRADE �T
IIFCRMATIlOW THE ',u=- S SHOWN ARE FOR ILLUSTRATIVE !�
PURPOSES ONLY.
1. OWNER: SOUTHERN MORES CIVIC ASSOCIATION, INC.
5377 N. VIRGINIA DARE TRAIL
SOUTHERN SHOI:t'S, NC 27949
2. PARCEL, COMMON AREA �,`UTHERN SHORES SOUNDSIDE
BLOCK 107
3. ADDRESS: 69 E. DOGWOOD IRAIL
4. PIN NUMBER: 9868 18 21 -364
5. RECORDED REFERENCE: DO 244, PG. 208
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LEGEND
PROPOSED
LOGGING MAT
DUMP TRUCK
EXCAVATOR
SILT FENCE
�1 10-17-11 REVISIONS IN ACCORDANCE WITH DCM COMMENTS�

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THE INFORMATION SHOWN ON THIS t'LAN IS BASED ON TAX MAP
DATA AND COLOR AERIAL PHOTOGRAPHY, IT IS NOT SURVEY GRADE
INFORMATION.
1. OWNER: GREEN ACRES LAND DEVELOPMENT
P.O. BOX 322
POWELLS POINT, NC 27966
2. PARCEL: CAROON PARCEL/CAROON PARCEL B
3. ADDRESS: 7177 CARATOKE HIGHWAY
JARVISBURG, NC 27947
4. PIN NUMBER: 9920-64-1698/9920-64-4055
5. RECORDED REFERENCE: DB 602, PG. 392/D.B. 602, PG. 388
6. PURPOSE: SITE TO RECEIVE DREDGE SPOIL MATERIALS FROM
PHASE 2 OF THE TOWN OF SOUTHERN SHORES, CANAL
MAINTENANCE DREDGING PROJECT.
GRAPHIC SCALE
150 300
( IN FEET )
1 inch = 150 ft.
DEC 1 2011
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