SavBrunsEntrChnl09_Plans.pdf

PDF 21 MB Posted Sep 10, 2009

Attached to: Savannah and Brunswick Harbors Entrance Channel Maintenance Dredging
Solicitation number: W912HN-09-B-0008
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

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PLANS

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File	Type	Posted
Abstract W912HN-09-B-0008.xls	XLS spreadsheet	Oct 20, 2009
SavBrunsEntrChnl09_Plans_amd3.pdf	PDF	Oct 6, 2009
W912HN-09-B-0008-0003.pdf	PDF	Oct 6, 2009
Amendment 0002.pdf	PDF	Sep 15, 2009
W912HN-09-B-0008 Conformed copy.pdf	PDF	Sep 15, 2009
Amendment 0001.pdf	PDF	Sep 15, 2009
SPECIFICATIONS.pdf	PDF	Sep 10, 2009

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US ARMY CORPS

OF ENGINEERS

WILMINGTON DISTRICT

"This project was designed by the Wilmington District of the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152."

MAINTENANCE DREDGING ENTRANCE CHANNELS

SAVANNAH AND BRUNSWICK HARBORS, GEORGIA

MAINTENANCE DREDGING

FISCAL YEAR 2009

SOLICITATION NUMBER W912HN-09-B-0008

zzfvg01g.dgn 9/8/2009 3:36:59 PM

INDEX OF DRAWINGS

PLATE NO. SHEET NO. TITLE PLATE NO. SHEET NO. TITLE

Savannah District

A.C.

A.D.

A.H.U.

ALT.

ALUM.

AMP., A.

A.O.

APPROX.

ARCH.

A.T.

A.T.C.

BAL.

BD.

BLDG.

BLK.

BM.

BOT.

BRG.

B.T.U.H.

CAB.

CAP.

C/B

C.D.

CEM.

CER.

C.F.M.

CIRC.

C.J.

CK’D

AIR CONDITIONED

AREA DRAIN

AIR HANDLING UNIT

ALTERNATE

ALUMINUM

AMPERES

ACCESS OPENING

APPROXIMATELY

ARCHITECTURAL

ASPHALT TILE

ACOUSTIC TILE CEILING

BALANCE

BOARD

BUILDING

BLANK

BEAM

BOTTOM

BEARING

BRITISH THERMO UNIT/HOUR

CABINET

CAPACITY

CIRCUIT BREAKER

CEILING DIFFUSER

CEMENT

CERAMIC

CUBIC FEET/MINUTE

CIRCULATING

CONTROL JOINT

CHECKERED

CKT.

CEIL.

CL.

C.M.U.

C.O.

COL.

CONC.

COND.

CONN.

CONST.

CONT.

CONTR. JT.

C.S.C.

C.T.

C.T.B.

C. TO C.

DET.

DIA.

DIFF.

DIM.

DISC.

D.J.

DN.

DR.

D.S.

DWG.(S)

EA.

E.C.

E.F.

EL.

CIRCUIT

CENTER LINE

CEILING

CLOSET

CONCRETE MASONRY UNIT

CLEAN OUT

COLUMN

CONCRETE

CONDENSATE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTION JOINT

COLOR SYMBOL CODE

CERAMIC TILE

CERAMIC TILE BASE

CENTER TO CENTER

DETAIL

DIAMETER

DIFFUSER

DIMENSION

DISCONNECT

DUMMY JOINT

DOWN

DRAIN

DOWN SPOUT

DRAWING(S)

EACH

EMPTY CONDUIT

EXHAUST FAN

ELEVATION

ELEC.

EQUIP.

E.W.C.

EXH.

EXP. JT.

EXT.

EXIST.

F.A.

F.C.

F.D.

F.E.C.

FIN.

FL.

FT.

FTG.

GA.

GAL.

GALV.

G.F.E.

GL.

GND.

GOV’T

G.P.H.

G.P.M.

GR.

G.W.B.

GYP.

ELECTRIC

EQUIPMENT

ELECTRIC WATER COOLER

EXHAUST

EXPANSION JOINT

EXTERIOR

EXISTING

FIRE ALARM

FLEXIBLE CONNECTION

FLOOR DRAIN

FIRE EXTINGUISHER CABINET

FINISH

FLOOR

FOOT, FEET

FOOTING

GAGE

GALLON

GALVANIZED

GOVERNMENT FURNISHED

EQUIPMENT

GLASS

GROUND

GOVERNMENT

GALLONS/HOUR

GALLONS/MINUTE

GRILLE

GYPSUM WALL BOARD

GYPSUM

HIGH

H.B.

H.C.

HT.

H.M.

H.P.

HR.

HTG.

HTR.

H.&V.

HW.

HYD.

I.D.

I.E.

IN.

INCAND.

INSUL.

INT.

J.B.

JCT.

JT.

KVA

LB.,#

LG.

L.P.

LTG.

HOSE BIBB

HOLLOW CORE

HEIGHT

HOLLOW METAL

HORSE POWER

HOUR

HEATING

HEATER

HEATING AND VENTILATING

HARDWARE

HYDRANT

INSIDE DIAMETER

INVERT ELEVATION

INCHES

INCANDESCENT

INSULATION

INTERIOR

JUNCTION BOX

JUNCTION

JOINT

KILOVOLT AMPERE

KILOWATT

POUND

LONG

LIGHTING PANEL

LIGHTING

MAINT.

MAX.

M.D.P.

MECH.

MTL.

MIN.

MISC.

M.O.

M.T.

MTD.

MTG.

M.V.

M.G.T.

N.A.

N.I.C.

NO.

O.A.

O.C.

O.D.

OH.

OL.

OPNG.

OPP.

O.S.D.

PART. MOTOR

MAINTENANCE

MAXIMUM

MAIN DISTRIBUTION PANEL

MECHANICAL

METAL

MINIMUM

MISCELLANEOUS

MASONRY OPENING

METAL THRESHOLD

MOUNTED

MOUNTING

MECHANICAL VENTILATION

MATT GLAZE TILE

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

OUTDOOR AIR

ON CENTER

OUTSIDE DIAMETER

OVERHEAD

OVERLOAD

OPENING

OPPOSITE

OPEN SIGHT DRAIN

PAPER

PARTITION

PER.

L, PL.

PLBG.

PLYW’D

PNL.

PRESS.

PSF

PSI

PSIG

PT.

PTD.

QTR.

QUAN.

R.A.

RAD.

RD.

REC’D.

RECIRC.

RECP.

REG.

REINF.

REQ.

RET.

R.G.

RM.

R.P.M.

PERIMETER

PLATE

PLUMBING

PLYWOOD

PANEL

PRESSURE

POUNDS/SQUARE FOOT

POUNDS/SQUARE INCH

POUNDS/SQUARE INCH GAGE

POINT

PAINTED

QUARTER

QUANTITY

RISER

RETURN AIR

RADIUS

ROUND

RECESSED

RECIRCULATING

RECEPTACLE

REINFORCING

REQUIRED

RETURN

RETURN GRILLE

ROOM

REVOLUTION/MINUTE

TEL.

TEMP.

THK.

THD.

TOIL.

TYP.

TOILET

TELEPHONE

TEMPERATURE

THICKNESS

THRESHOLD

TYPICAL

V.A.T.

VENT.

VERT.

VTR

WD.

W.D.

W.G.

WP.

WTR.

W.W.F.

VOLT

VINYL ASBESTOS TILE

VENTILATION

VERTICAL

VENT THRU ROOF

WATT

WITH

WOOD

WINDOW DIMENSION

WIDE FLANGE

WATER GAGE

WEATHERPROOF

WATER

WELDED WIRE FABRIC

S.A.

SCH.

SECT.

SERV.

SHT.

S.J.

SPEC.

SQ. FT.

ST.

STOR.

STRUC.

SUSP.

SW.

SUPPLY AIR

SCHEDULE

SECTION

SERVICE

SHEET

SLIP JOINT

SPECIFICATIONS

SQUARE FEET

STEEL

STORAGE

STRUCTURAL

SUSPENDED

SWITCH

S. SUPPLY

INDEX OF DRAWINGSINDEX OF DRAWINGS

STANDARD ABBREVIATIONS

US Army Corps of Engineers

WC WAINSCOATING

SECTION SYMBOLS

MATERIAL INDICATIONS

A4 A8

PLATE NO. SHEET NO. TITLE PLATE NO. SHEET NO. TITLE

A4 A8

SECTION/DETAIL

SYMBOL WHERE SECTION IS TAKEN

TITLE WHERE SECTION IS DRAWN

ELEVATION SYMBOL

ELEVATION

SECTION OR DETAIL

IDENTIFICATION NUMBER

PLATE NUMBER ON WHICH

SECTION OR DETAIL IS DRAWN

PLATE NUMBER ON WHICH

SECTION OR DETAIL

CONDITION IS TAKEN

VIEW

SECTION

IDENTIFICATION LETTER WHERE

ELEVATION IS TAKEN

TITLE WHERE

ELEVATION IS SHOWN

A.C.

A.D.

A.H.U.

ALT.

ALUM.

AMP., A.

A.O.

APPROX.

ARCH.

A.T.

A.T.C.

BAL.

BD.

BLDG.

BLK.

BM.

BOT.

BRG.

B.T.U.H.

CAB.

CAP.

C/B

C.D.

CEM.

CER.

C.F.M.

CIRC.

C.J.

CK’D

AIR CONDITIONED

AREA DRAIN

AIR HANDLING UNIT

ALTERNATE

ALUMINUM

AMPERES

ACCESS OPENING

APPROXIMATELY

ARCHITECTURAL

ASPHALT TILE

ACOUSTIC TILE CEILING

BALANCE

BOARD

BUILDING

BLANK

BEAM

BOTTOM

BEARING

BRITISH THERMO UNIT/HOUR

CABINET

CAPACITY

CIRCUIT BREAKER

CEILING DIFFUSER

CEMENT

CERAMIC

CUBIC FEET/MINUTE

CIRCULATING

CONTROL JOINT

CHECKERED

CKT.

CEIL.

CL.

C.M.U.

C.O.

COL.

CONC.

COND.

CONN.

CONST.

CONT.

CONTR. JT.

C.S.C.

C.T.

C.T.B.

C. TO C.

DET.

DIA.

DIFF.

DIM.

DISC.

D.J.

DN.

DR.

D.S.

DWG.(S)

EA.

E.C.

E.F.

EL.

CIRCUIT

CENTER LINE

CEILING

CLOSET

CONCRETE MASONRY UNIT

CLEAN OUT

COLUMN

CONCRETE

CONDENSATE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTION JOINT

COLOR SYMBOL CODE

CERAMIC TILE

CERAMIC TILE BASE

CENTER TO CENTER

DETAIL

DIAMETER

DIFFUSER

DIMENSION

DISCONNECT

DUMMY JOINT

DOWN

DRAIN

DOWN SPOUT

DRAWING(S)

EACH

EMPTY CONDUIT

EXHAUST FAN

ELEVATION

ELEC.

EQUIP.

E.W.C.

EXH.

EXP. JT.

EXT.

EXIST.

F.A.

F.C.

F.D.

F.E.C.

FIN.

FL.

FT.

FTG.

GA.

GAL.

GALV.

G.F.E.

GL.

GND.

GOV’T

G.P.H.

G.P.M.

GR.

G.W.B.

GYP.

ELECTRIC

EQUIPMENT

ELECTRIC WATER COOLER

EXHAUST

EXPANSION JOINT

EXTERIOR

EXISTING

FIRE ALARM

FLEXIBLE CONNECTION

FLOOR DRAIN

FIRE EXTINGUISHER CABINET

FINISH

FLOOR

FOOT, FEET

FOOTING

GAGE

GALLON

GALVANIZED

GOVERNMENT FURNISHED

EQUIPMENT

GLASS

GROUND

GOVERNMENT

GALLONS/HOUR

GALLONS/MINUTE

GRILLE

GYPSUM WALL BOARD

GYPSUM

HIGH

H.B.

H.C.

HT.

H.M.

H.P.

HR.

HTG.

HTR.

H.&V.

HW.

HYD.

I.D.

I.E.

IN.

INCAND.

INSUL.

INT.

J.B.

JCT.

JT.

KVA

LB.,#

LG.

L.P.

LTG.

HOSE BIBB

HOLLOW CORE

HEIGHT

HOLLOW METAL

HORSE POWER

HOUR

HEATING

HEATER

HEATING AND VENTILATING

HARDWARE

HYDRANT

INSIDE DIAMETER

INVERT ELEVATION

INCHES

INCANDESCENT

INSULATION

INTERIOR

JUNCTION BOX

JUNCTION

JOINT

KILOVOLT AMPERE

KILOWATT

POUND

LONG

LIGHTING PANEL

LIGHTING

MAINT.

MAX.

M.D.P.

MECH.

MTL.

MIN.

MISC.

M.O.

M.T.

MTD.

MTG.

M.V.

M.G.T.

N.A.

N.I.C.

NO.

O.A.

O.C.

O.D.

OH.

OL.

OPNG.

OPP.

O.S.D.

PART. MOTOR

MAINTENANCE

MAXIMUM

MAIN DISTRIBUTION PANEL

MECHANICAL

METAL

MINIMUM

MISCELLANEOUS

MASONRY OPENING

METAL THRESHOLD

MOUNTED

MOUNTING

MECHANICAL VENTILATION

MATT GLAZE TILE

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

OUTDOOR AIR

ON CENTER

OUTSIDE DIAMETER

OVERHEAD

OVERLOAD

OPENING

OPPOSITE

OPEN SIGHT DRAIN

PAPER

PARTITION

PER.

L, PL.

PLBG.

PLYW’D

PNL.

PRESS.

PSF

PSI

PSIG

PT.

PTD.

QTR.

QUAN.

R.A.

RAD.

RD.

REC’D.

RECIRC.

RECP.

REG.

REINF.

REQ.

RET.

R.G.

RM.

R.P.M.

PERIMETER

PLATE

PLUMBING

PLYWOOD

PANEL

PRESSURE

POUNDS/SQUARE FOOT

POUNDS/SQUARE INCH

POUNDS/SQUARE INCH GAGE

POINT

PAINTED

QUARTER

QUANTITY

RISER

RETURN AIR

RADIUS

ROUND

RECESSED

RECIRCULATING

RECEPTACLE

REINFORCING

REQUIRED

RETURN

RETURN GRILLE

ROOM

REVOLUTION/MINUTE

TEL.

TEMP.

THK.

THD.

TOIL.

TYP.

TELEPHONE

TEMPERATURE

THICKNESS

THRESHOLD

TYPICAL

V.A.T.

VENT.

VERT.

VTR

WD.

W.D.

W.G.

WP.

WTR.

W.W.F.

VOLT

VINYL ASBESTOS TILE

VENTILATION

VERTICAL

VENT THRU ROOF

WATT

WITH

WOOD

WINDOW DIMENSION

WIDE FLANGE

WATER GAGE

WEATHERPROOF

WATER

WELDED WIRE FABRIC

S.A.

SCH.

SECT.

SERV.

SHT.

S.J.

SPEC.

SQ. FT.

ST.

STOR.

STRUC.

SUSP.

SW.

SUPPLY AIR

SCHEDULE

SECTION

SERVICE

SHEET

SLIP JOINT

SPECIFICATIONS

SQUARE FEET

STEEL

STORAGE

STRUCTURAL

SUSPENDED

SWITCH

S. SUPPLY

WC WAINSCOATING

CONCRETE MASONRY UNITS (C.M.U.,

SMALL\ SCALE - PLAN)

CONCRETE MASONRY UNITS (C.M.U., LARGE

SCALE - SECTION)

CONCRETE MASONRY UNITS OR HOLLOW

TILE (SMALL SCALE - SECTION)

VIEW

SECTION

EARTH (ORIGINAL GRADE)

EARTH (COMPACTED FILL)

GRAVEL

CONCRETE

MORTAR - CEMENT - PLASTER - STUCCO

METAL (ELEVATION)

STEEL (CROSS SECTION)

INSULATION (RIGID)

INSULATION (LOOSE OR BATT)

BRICK

WOOD (FINISH)

WOOD (BLOCKING)

G-01 1

G-02 2

G-03 3

H-01 4

H-02 5

H-03 6

H-04 7

H-05 8

H-06 9

H-07 10

H-08 11

H-09 12

H-10 13

H-11 14

H-12 15

H-13 16

H-14 17

H-15 18

H-16 19

H-17 20

H-18 21

H-19 22

H-20 23

D-01

D-02

X-01INDEX OF DRAWINGS

BRUNSWICK HARBOR LOCATION MAP

SAVANNAH HARBOR LOCATION MAP

H-13 16

CEDAR HAMMOCK AND JEKYLL ISLAND RANGE

H-13 16 H-13 16

CEDAR HAMMOCK AND JEKYLL ISLAND RANGE

33A

DGN FILE DGN FILE

D-01A 30A

D-01B 30B

D-01C 30C

D-01D 30D

D-02A

D-02B

31A

31B

D-02C 31C

D-02D 31D

NEARSHORE FEEDER BERM - SITES C-D

NEARSHORE FEEDER BERM - SITES E-F

ST. SIMONS RANGE - EXAMINATION SURVEY

D-01E

33B

X-02A

X-02B

NEW CHANNEL RANGE - EXAMINATION SURVEY

TYBEE KNOLL - EXAMINATION SURVEY

TYBEE KNOLL - EXAMINATION SURVEU

TYBEE KNOLL - EXAMINATION SURVEY

TYBEE ROADS - EXAMINATION SURVEY

BRUNSWICK POINT CUT AND CEDAR HAMMOCK RANGES - EXAMINATION SURVEY

CEDAR HAMMOCK AND JEKYLL ISLAND RANGE - EXAMINATION SURVEY CEDAR HAMMOCK AND JEKYLL ISLAND RANGE

JEKYLL ISLAND AND PLANTATION CREEK RANGE - EXAMINATION SURVEY

PLANTATION CREEK RANGE - EXAMINATION SURVEY

TYPICAL DREDGING SECTIONS-SAVANNAH HARBOR ENTRANCE CHANNEL

TYPICAL DREDGING SECTIONS-BRUNSWICK HARBOR ENTRANCE CHANNEL

D-02E 31E NEARSHORE FEEDER BERM - SITES G-H

SHEET

D G

N S

P E

Y S

U S

E R

N A

M E

1 2 3 4 5

PLATE

REFERENCE

NUMBER

G-01

M B

O L

D E S

C R

M E

C H

D E S

D A T E

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

R E

C H

F D

E S

C T

A P P

R O

C H

F E

N G

E E

A N

C H

P R

E P

A R

G T

T R

T C

H A

N O

A W

G S

M A

T E

N A

E D

G I

N N

R B

O R

S A

V A

N N

R B

U N

S W

R B

O R

G E

O R

K W

R a n d a ll C

M il le r, P .E

U S

A R

M Y

N G

T R

C O

N G

E E

R S

S A

V A

N N

T R

US ARMY CORPS

OF ENGINEERS

SAVANNAH

TYBEE KNOLL - EXAMINATION SURVEY

JEKYLL ISLAND RANGE - EXAMINATION SURVEY

H-21

H-22

H-23

H-24

H-25

H-26

OMITTED

MAINTENANCE DREDGING

ENTRANCE CHANNELS

SAVANNAH/ BRUNSWICK HARBORS, GEORGIA

SOLICITATION NO. W912HN-09-B-0008

C W

H N B

S O

A T

J U

N E

NEARSHORE FEEDER BERM - SITE A-B

NEARSHORE FEEDER BERM LOCATIONS - BRUNSWICK HARBOR

NEARSHORE FEEDER BERM - SITE 6-8

NEARSHORE FEEDER BERM - SITE 3-5

NEARSHORE FEEDER BERM - SITE 2

NEARSHORE FEEDER BERM LOCATIONS - SAVANNAH HARBOR

OFFSHORE DISPOSAL AREA

zzfv801h.dgn zzfv802h.dgn zzfv803h.dgn zzfv804h.dgn zzfv805h.dgn zzfv806h.dgn zzfv807h.dgn zzfv808h.dgn zzfv809h.dgn zzfv810h.dgn zzfv811h.dgn zzfv812h.dgn vzgw813h.dgn vzgw814h.dgn vzgw815h.dgn vzgw816h.dgn vzgw817h.dgn vzgw818h.dgn vzgw819h.dgn vzgw820h.dgn vzgw821h.dgn vzgw822h.dgn vzgw823h.dgn vzgw824h.dgn vzgw825h.dgn vzgw826h.dgn

30 zzfv801d.dgn zzfv801da.dgn zzfv801db.dgn zzfv801dc.dgn zzfv801dd.dgn

31 vzgw801d.dgn vzgw801da.dgn vzgw801db.dgn vzgw801dc.dgn vzgw801dd.dgn vzgw801de.dgn zzfvg01g.dgn zzfvg02g.dgn vzgwg03g.dgn zzfv302x.dgn vzgw302xa.dgn vzgw302xb.dgn

S O U T H C A R O L I N A

G E O R G I A T

Y B

E E

E R

TYBEE

ISLAND

WILMINGTON

ISLAND

TYB

C R

E E

ZARETTO

CR.

TYBEE LIGHTHOUSE

ILM

G T O N

E R

WHITEMARSH

ISLANDTHUNDERBOLT

OATLAND

ISLAND

M c

Q U E E

N S

I S L

A N

ISLANDS

EXPRESSWAY

U.S. HWY.

N O . 8

W I

L M I N

TON

ELB

A-M cQ

UEENS

CUT

ELBA

ISLAND

S O

U T

C H

A N

N E L

FT. PULASKI

QUARANTINE

COCKSPUR I.

E R

AM CR.

KEMIRA

FT. JACKSON

KEMIRA, INC.

C. OF GA. R.R.

ENGINEER

YARD

S.C.L. R.R.

SAVANNAH

ENGINEER

BUILDING

S .C .L . R .R

C. OF GA. R.R.

S .C .L

S.C.L. R.R.

H U T C

H I

N S

O N

GEORGIA PORTS AUTHORITY

(OCEAN TERMINALS)

WOOD CHIP

EXPORTING FAC.

EAST COAST

TERMINAL CO.

SAVANNAH ELECTRIC

& POWER CO.

CHATHAM-VALIANT STEEL

CHEVRON, U.S.A., INC.

MARCONA TERMINAL

SAVANNAH BAR PILOT STATION

U.S. COAST GUARD STATION-TYBEE ISLAND

FLOOD

EBB

DAUFUSKIE

ISLAND

TURTLE

ISLAND

NEW

RIV

I E

L SD

CUT

W R

H T

RIV

A T

N T

IC IN

TRACOA

W A T E

R W

A Y

JONES

ISLAND

DISPOSAL

AREA

C H

A N

N E L

N O

OYSTERBED

IS.

B I

DISPOSAL AREA

13B

DISPOSAL AREA

12B

DISPOSAL AREA 14

B A

C K

E R

U.S. HWY. NO. 17

ATLANTIC COASTAL HWY.

ARGYLE

ISLAND

TIDAL RANGE

7.5 FEET

21.31 M=STA. 112+500

UPSTREAM LIMIT OF

FEDERAL PROJECT

ARGYLE-HUTCHINSON ISLAND

DISPOSAL AREA

ARGYLE-HUTCHINSON ISLAND

DISPOSAL AREA

STONE CONTAINER CORP.

GEORGIA PACIFIC CORP.

SAVANNAH ELECTRIC POWER CO.

(PORT WENTWORTH GENERATING STATION)

ATLANTIC WOOD INDUSTRIES, INC.

SAVANNAH FOOD & INDUSTRIES

KOCH ASPHALT CO.

GEORGIA PORTS AUTHORITY

(GARDEN CITY TERMINAL)

GPA COLD STORAGE FACILITY

PAN OCEAN SOUTHLAND INC.

GEORGIA PORTS

AUTHORITY

TIDE GATE

STRUCTURE

BLUE CIRCLE ATLANTIC

METROPLEX PROPERTIES, INC.

SOUTHERN ENERGY CO.

(LIQUIFIED NATURAL GAS)

LNG TURNING

BASIN

GOLD BOND BUILDING PRODUCTS

G.A.F. CORP.

UNION CAMP

COLONIAL OIL INDUSTRIES

GEORGIA KOALIN INTERNATIONAL

A L T U .S H

W Y N

SAVANNAH MARINE

SERVICES

POWELL DUFFRYN OIL & CHEMICAL

DOMTAR

TURECAMO

GEORGIA PORTS AUTHORITY

(OCEAN TERMINALS)

FIRESTONE RUBBER & LATEX CO.

INTERMARINE

SOUTHERN BULK INDUSTRIES

(ONSLOW NORTH)

DISPOSAL AREA N

F O

R N

E R

AMOCO OIL COMPANY ASPHALT REFINERY DISPOSAL AREA 12A

GEORGIA PORTS AUTHORITY (LASH TERMINAL)

OYSTERBED

IS. TURNING

BASIN

NEW

RIVER

500’ STA. 0 000+

NOTE:

SEA

DUMP

S T

SEA

DUMP

N- "D"

C- "A"

BL- "B"

C- "C"

TENN.

ALA.

N.C.

SOUTH

CAROLINA

FLORIDA

GEORGIA

COLUMBIACOLUMBIA

CHARLESTON

TALLAHASSEE

JACKSONVILLE

BRUNSWICK

DARIEN

ATLANTA

AUGUSTA

SAVANNAH

MACON

A T

L A

A N

GULF OF

MEXICO

S A V A N N A H

OGEECHEE

O C

M U

L G E

S A

TILLA

O C

O N

ALT

AMAH

A R

OFS

V A

N N

A H

T R

TIDAL RANGE

7.1 FEET

DISPOSAL

AREA

13A

DISPOSAL AREA 14B

NEW CUT CLOSURE

1DISPOSAL AREA S

(ONSLOW SOUTH)

VICINITY MAP

T.I.C.

20-M

15-M

10-M

5-M

5- M

ARGYLE ISLAND

TURNING

BASIN

KINGS ISLAND

TURNING

BASIN

MARSH ISLAND TURNING BASIN

CRESCENT TOWING & SALVAGE CO.

FIG IS.

TURNING

BASIN

PORT WENTWORTH TURNING BASIN

1. MILE ZERO IS AT STATION 0 + 000 (VICINITY) FORT PULASKI MOUTH OF SAVANNAH RIVER.

G-02

7 8

NOT TO SCALE

SITE 1

SITE 2

SITE 3

SITE 4

SITE 5

SITE 6

SITE 8

SITE 7

NEAR SHORE DISPOSAL SITES

ERDC

NEARSHORE

SAVANNAH LIGHT

TOWER

S A

V A

N N

R B

A T

2 3

4 5

$$DGNSPEC$$

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D G

N S

P E

Y S

U S

E R

N A

M E

M B

O L

D E S

C R

M E

D E S

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

M E

WILMINGTON

U S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

T R

C H

F D

E S

C T

PLATE REFERENCE

NUMBER

R a n d a ll C

M il le r

M A

T E

N A

E D

E N

T R

A N

N E

L S

S A

V A

N N

R B

U N

S W

R B

O R

G E

O R

K W

C H

J U

H N B

C W

TENN.

ALA.

N.C.

SOUTH

CAROLINA

FLORIDA

GEORGIA

COLUMBIACOLUMBIA

CHARLESTON

TALLAHASSEE

JACKSONVILLE

BRUNSWICK

DARIEN

ATLANTA

AUGUSTA

SAVANNAH

MACON

A T

L A

A N

GULF OF

MEXICO

S A V A N N A H

OGEECHEE

O C

M U

L G E

S A

TILLA

O C

O N

ALT

AMAH

A R

OFS

V A

N N

A H

T R

VICINITY MAP

BRUNSWICK

ST.

SIMONS

ISLAND

JEKYLL

ISLANDISLAND

ALLIED CHEMICAL CORP.

M-12

M-10

M-8

M-6

M-4

2nd

AVE.

P L A N T

CR.

CLUBBS

TERRY

C R

TTLE

R I V E

LANIER

F R

E D

E R

H A

W K

ACADEM

C R

ANDREWS

ISLAND

M-8

CR.

PARSONS

CR.

BRUNSWICK PT.

M-2

M-0

45-B

10-B

D U

N O

N S

CR.

C L A

C R

CABLE

AREA

TIDE GAGE

ST. SIMONS

LIGHTHOUSE

S T S

L A C

K B

E R

KING CR.

M A

C K

A Y

R I V

E R

B A

E R

BRUNSWICK PULP

AND PAPER CO.

GEORGIA PORTS

AUTHORITY DOCKS

BRUNSWICK PORT

AUTHORITY DOCK

BESTWELL

GYPSUM CO.

E A

E R

COLONELS

ISLAND

SOUTH

B R

U N

S W I C

K R

BRUNSW

ICK

RIVER

DREDGING

RANGES

T U

R T

L E

R I V

E R

IS.

SITE

MAYOR’S

POINT

OCEAN DISPOSAL AREA

SEE INSERT FOR

S T

A . 5

TURNING

BASIN

GEORGIA PORTS

AUTHORITY DOCKS

ISLAND

BLYTHE

45-B

L E

ST.S WHISTLE

OCEAN

DISPOSAL

AREA

INSERT

NOT TO SCALE

G-03

JEKYLL NEARSHORE

AREA

Y P

2000’

(TYP)

Y P

2000’(TYP)

SITES A-G BEGINING AT STATION

-24+000B TO STATION -52+000B

- 29

U N

S W

R B

A T

2 3

4 5

IP_PWP:dms10292\vzgwg03g.dgn

24-APR-2009 11:08

k7tsewkw

P W

P :d m s v z g w g g .d g n

A P

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M B

O L

D E S

C R

M E

D E S

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

"X v z g w g g .d g n

WILMINGTON

U S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

T R

C H

F D

E S

C T

PLATE REFERENCE

NUMBER

R a n d a ll C

M il le r

M A

T E

N A

E D

E N

T R

A N

N E

L S

S A

V A

N N

R B

U N

S W

R B

O R

G E

O R

K W

C H

J U

H N B

C W

2 3

4 5

IP_PWP:dms10292\zzfv801h.dgn k7tsewkw

P W

P :d m s z z f v h .d g n

A P

:0 k t s e w

M B

O L

D E S

C R

M E

D E S

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

"X z z fv 1h .d

WILMINGTON

U S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

T R

C H

F D

E S

C T

PLATE REFERENCE

NUMBER

R a n d a ll C

M il le r

M A

T E

N A

E D

E N

T R

A N

N E

L S

S A

V A

N N

R B

U N

S W

R B

O R

G E

O R

K W

C H

J U

H N B

C W

4 RANGE

OYSTERBED

ISLAND

TRAINING WALL

COCKSP

UR I

SLAND T

RAIN

ING WALL

A(SH)

N- 742000

N- 744000

BEGIN DREDGING

A N

N G

E E

X A

A T

R V

E Y

H-01

OYSTERBED

ISLAND

TRAINING WALL

N- 743000

N- 744000

N- 741000

COCKSPUR

LAND

TRAINING

WALL

FLOOD

EBB

FLOOD

EBB

RANGE

TYBEE

CUT

RANGE

NOTES:

1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS

2. STATIONS ARE AT 1000’ INTERVALS.

3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS

OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE

CONSIDERED AS INDICATING THE GENERAL CONDITIONS

EXISTING AT THAT TIME.

IN THE NAVIGATION CHANNEL.

4. VERTICAL DATUM: MEAN LOWER LOW WATER

MLLW. EPOCH 1983-2001.

5. SURVEY QUALITY CONTROL STANDARDS AND FIELD EQUIPMENT

CALIBRATIONS WERE FOLLOWED DURING THIS SURVEY IN

ACCORDANCE WITH EM 1110-2-1003 FOR CLASS 1 HYDROGRAPHIC

SURVEYS.

N- 741000

N- 742000

200 0 200 400 600

SCALE: 1"=200’

200 0 200 400 600

SCALE: 1"=200’

200 0 200 400 600

SCALE: 1"=200’

200 0 200 400 600

SCALE: 1"=200’

6. SURVEYED SEPTEMBER 2008.

R \ 24\ FL R 4SEC

\ 21\ FL G 4SEC

-5

-4

-3

-2

-10

4.2 4.9

5.5

6.2

8.8

8.9

11.3

11.7

12.9

13.1 13.4

13.8

15.0

15.2

15.3 15.4

16.2

16.3

16.4

17.1 17.1

17.4

17.6

17.9

18.1

18.7

18.9

19.0

19.3

19.4

19.5

19.7 20.0

20.1

20.4

20.6

20.7

20.8

21.1

21.3

21.4

21.5

21.6

21.7 22.0

22.1

22.2

22.4

22.5

22.6

22.7

22.8

23.0 23.3

23.5

23.6

23.8

24.0

24.2

24.3

24.5

24.6

24.7

24.7 24.9

25.1

25.4

25.5

25.7

25.8

25.9 26.4

26.4

26.6

26.7

26.8

27.0

27.2

27.3

27.5

27.6

27.8

28.0

28.1

28.2

28.4

28.5 28.7

28.7

28.8

28.9

29.0

29.3

29.6

29.7

29.8

30.2

30.3

30.4

30.6

30.7

30.8

31.1

31.2

31.5

31.6

31.8

31.9

32.1

32.3

32.5

32.7

32.9

33.1

33.2

33.3

33.4

33.5

33.6

33.7

33.8 33.9 33.9

34.0

34.2

34.3

34.4

34.5

34.6

34.7

34.8

34.9

35.1

35.2

35.3

35.4

35.5

35.6

35.8

35.9

36.0

36.1

36.3

36.4

36.5

36.6

36.7

36.8

36.9

37.0

37.1

37.2

37.2 37.2

37.3

37.4

37.5

37.6

37.6 37.8

37.8

37.9

38.0

38.1

38.2

38.4

38.6

38.7

38.8

38.9

39.0

39.1

39.2

39.3

39.4

39.5 39.5

39.6

39.7

39.8

39.9

40.0

40.1

40.2

40.4

40.5

40.6

40.7

40.8

40.9

41.0

41.1

41.3

41.4

41.5

41.6

41.7

41.8

42.0

42.0 42.1

42.2

42.3

42.4

42.5

42.5 42.6

42.7

42.8

42.9 42.9

42.9

43.0

43.1 43.1

43.1

43.3

43.4

43.5

43.6

43.7

43.8

43.9

44.0

44.1

44.2

44.3 44.3

44.3

44.3 44.3

44.3

44.4

44.4 44.4

44.4

44.5

44.5 44.6

44.6

44.6 44.7

44.7

44.8

44.9

45.0

45.0 45.0

45.0

45.1

45.2

45.3

45.3 45.3

45.3

45.4

45.5

45.6

45.7

45.8

45.9

46.0

46.0 46.0

46.0

46.1

46.2

46.3

46.4

46.5

46.5 46.5

46.5

46.6

46.7

46.8

46.8 46.9

46.9

47.0

47.1

47.2

47.3 47.3

47.3

47.5

47.6

47.6 47.7

47.7

47.7 47.8

47.8

47.9

48.0 48.0

48.0

48.1

48.2

48.3

48.5

48.6

49.2

49.3

49.4

49.6

49.8

50.1

50.3

52.2

53.2

53.5 54.5

55.0

A(SH)

2 3

4 5

IP_PWP:dms10292\zzfv802h.dgn k7tsewkw

P W

P :d m s z z f v h .d g n

A P

:0 k t s e w

M B

O L

D E S

C R

M E

D E S

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

"X z z fv h .d

WILMINGTON

U S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

T R

C H

F D

E S

C T

PLATE REFERENCE

NUMBER

R a n d a ll C

M il le r

M A

T E

N A

E D

E N

T R

A N

N E

L S

S A

V A

N N

R B

U N

S W

R B

O R

G E

O R

K W

C H

J U

H N B

C W

FLOOD

EBB

RANGE

CUT

N- 744000

NOTES:

1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS

2. STATIONS ARE AT 1000’ INTERVALS.

3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS

OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE

CONSIDERED AS INDICATING THE GENERAL CONDITIONS

EXISTING AT THAT TIME.

IN THE NAVIGATION CHANNEL.

4. VERTICAL DATUM: MEAN LOWER LOW WATER

MLLW. EPOCH 1983-2001.

5. SURVEY QUALITY CONTROL STANDARDS AND FIELD EQUIPMENT

CALIBRATIONS WERE FOLLOWED DURING THIS SURVEY IN

ACCORDANCE WITH EM 1110-2-1003 FOR CLASS 1 HYDROGRAPHIC

SURVEYS.

A M

A T

R V

E Y

H-02

N- 741000

200 0 200 400 600

SCALE: 1"=200’

200 0 200 400 600

SCALE: 1"=200’

T Y

O L

N- 742000

N- 743000

COCKSPUR

ISLAND

TRAINING

WALL

OYSTERBED

ISLAND

TRAINING

WALL

CUT

RANGE

N- 742000

N- 741000

6. SURVEYED SEPTEMBER 2008.

R \ 20\ FL R 4SEC

-11

-10

-9

-8

-7

-6

7.4

8.5 11.9

15.6

18.8

18.9

19.1

19.3

19.6

19.8

20.0

20.7

20.9

21.0

21.3

22.0

22.2

22.5

22.6

22.8

22.9

23.0

23.1

23.3

23.4

23.9

24.0

24.1

24.2

24.3

24.4

24.5

24.7

24.8

24.9

25.0

25.1

25.3

25.4

25.4 25.7

25.8

25.9

26.0

26.1

26.2

26.3

26.4

26.6

26.8

26.9

27.0

27.1

27.2

27.3

27.4

27.5

27.6

27.7

27.9 28.0

28.0

28.1

28.2

28.3

28.4

28.5

28.6

28.6 28.7

28.8

28.9

29.0

29.1

29.2

29.3 29.3

29.3

29.4

29.4 29.5

29.6

29.8

29.9

30.0

30.1

30.2

30.3

30.4 30.4

30.4

30.5

30.6

30.7 30.7

30.8

30.9

31.0

31.1

31.2 31.3

31.3

31.4

31.5

31.6

31.7

31.8

31.9

32.0

32.2

32.3 32.4

32.5

32.6

32.7

32.8

32.9

33.0

33.2

33.3

33.4

33.5

33.6

33.7

33.8

33.9

34.0

34.2

34.3

34.5

34.6

34.7

34.8

34.9

35.0

35.1

35.2 35.5

35.5

35.7

35.8

35.9

36.1

36.3

36.4

36.5

36.6

36.7

36.8

36.8 36.9

37.1

37.2

37.3

37.4

37.5

37.6

37.7 37.7

37.8

37.9

38.0

38.1

38.2

38.3

38.4

38.5

38.6

38.7

38.8 38.8

38.8

38.9

39.0

39.1

39.2

39.3

39.4

39.5

39.6

39.7

39.8

39.9

40.0

40.2

40.3

40.5

40.6

40.7

40.8

40.9

41.1

41.2

41.3

41.5

41.6

41.7

41.9

42.0

42.1

42.3

42.5

42.6

42.7

43.0

43.1

43.2

43.3

43.4

43.5

43.7

43.8

44.0 44.0

44.0

44.1

44.2

44.3

44.4

44.5

44.6

44.6 44.6

44.6

44.6 44.6

44.7

44.7 44.7

44.8

44.9

44.9 44.9

44.9

45.0

45.0 45.0

45.0

45.1

45.1 45.1 45.1

45.1 45.1

45.1

45.2

45.3

45.4

45.5

45.6

45.7

45.7 45.8

45.8

45.9

46.0

46.1

46.2

46.3

46.4

46.5

46.5 46.5

46.5

46.6

46.7

46.7 46.8

46.8

46.9

46.9 46.9

46.9

47.1

47.2

47.3

47.3 47.3

47.4

47.5

47.6

47.7

47.8

47.9

48.3

48.4

48.5

48.6

48.8

48.9 49.1

N- 745000

N- 744000

N- 743000

B(SH)

2 3

4 5

IP_PWP:dms10292\zzfv803h.dgn k7tsewkw

P W

P :d m s z z f v h .d g n

A P

:0 k t s e w

M B

O L

D E S

C R

M E

D E S

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

"X z z fv h .d

WILMINGTON

U S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

T R

C H

F D

E S

C T

PLATE REFERENCE

NUMBER

R a n d a ll C

M il le r

M A

T E

N A

E D

E N

T R

A N

N E

L S

S A

V A

N N

R B

U N

S W

R B

O R

G E

O R

K W

C H

J U

H N B

C W

RANGE

FLOOD

EBB

RANGE

CUT

RANGE

JONES

N-741000

N-742000

N-743000

N-745000

NOTES:

1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS

2. STATIONS ARE AT 1000’ INTERVALS.

3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS

OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE

CONSIDERED AS INDICATING THE GENERAL CONDITIONS

EXISTING AT THAT TIME.

IN THE NAVIGATION CHANNEL.

4. VERTICAL DATUM: MEAN LOWER LOW WATER

MLLW. EPOCH 1983-2001.

5. SURVEY QUALITY CONTROL STANDARDS AND FIELD EQUIPMENT

CALIBRATIONS WERE FOLLOWED DURING THIS SURVEY IN

ACCORDANCE WITH EM 1110-2-1003 FOR CLASS 1 HYDROGRAPHIC

SURVEYS.

200 0 200 400 600

SCALE: 1"=200’

200 0 200 400 600

SCALE: 1"=200’

N- 742000

N- 743000

N- 744000

E X

A M

A T

R V

E Y

H-03

T Y

A M

A T

R V

E Y

T Y

OYSTERBED I

SLAND

TRAINING WALL

6. SURVEYED SEPTEMBER 2008.

\ 17\ FL G 4SEC BELL

R \ 18\ FL R 4SEC

JONES ISLAND FRONT RANGE 2

BN-2(S-JETTY)

N-JETTY

-16

-15

-14

-13

-12

6.6

7.7

7.9

8.9 9.6

10.3

10.9

11.0 11.5

11.9 12.0

12.1

12.9

13.1

13.6 13.6

13.7 13.9

14.2

14.8

14.9

15.1 15.2

15.4

15.5

16.0

16.1 16.3

16.4

16.7

16.8 17.0

17.2 17.2

17.6 17.6

18.1

18.3

18.4

18.5

18.6

18.7

18.9

19.0

19.2

19.3

19.4

19.5

19.6

19.9

20.1 20.2

20.2 20.3

20.4

20.5

20.7

20.8

20.9 21.0

21.3

21.4

21.7

21.9 21.9

22.1

22.4

22.6

22.7

23.1

23.2

23.3 23.4

23.8

23.9

24.0 24.0

24.6

24.8

25.0

25.1

25.3 25.4

25.5

25.6

25.9

26.4

26.5 26.6

26.6

26.8

26.9

27.0

27.1

27.2

27.3

27.4

27.5

27.6

27.7

27.8

28.3

28.4

28.5

28.6 28.6

28.7

28.8

28.9

29.0

29.1

29.2

29.3

29.3 29.4

29.4

29.6

29.7

29.8

30.1

30.2

30.3

30.3 30.4

30.5 30.6

30.6

30.7

30.7 30.8

30.8

31.0 31.0

31.0

31.1

31.2

31.3

31.4

31.5

31.6

31.7

31.8

32.0

32.1

32.2

32.3

32.4 32.4

32.5

32.6

32.7

32.8

32.9

33.0

33.1

33.3 33.3

33.3

33.4

33.5

33.6

33.7

33.8

33.9

33.9 34.0

34.1

34.2

34.3

34.4

34.5

34.6

34.7

34.8

34.9

35.0

35.1

35.3

35.4

35.5

35.6

35.8

35.9

36.0

36.1 36.1

36.1

36.2

36.3

36.4

36.5

36.5 36.5

36.6

36.7

36.8

36.8 36.8 36.9 37.0

37.0

37.1

37.2

37.3

37.4

37.5

37.5 37.6

37.6

37.6 37.7

37.7

37.8

37.9

37.9 37.9

38.0

38.1

38.2

38.4

38.5

38.6 38.6

38.6

38.7

38.8

38.9

39.0

39.1

39.2

39.3

39.4

39.4 39.5

39.5

39.6

39.7

39.9

40.0

40.1

40.2

40.3

40.4

40.5

40.8

40.9

41.0

41.1

41.2 41.4

41.4

41.5

41.6

41.7

41.8

41.9 41.9

41.9

42.0

42.1

42.1 42.2

42.3

42.4

42.4 42.4

42.5

42.6

42.7

42.8 42.8

42.9

42.9 42.9

42.9

43.0 43.1

43.1

43.2

43.3

43.4 43.4

43.4 43.5

43.5

43.5 43.6

43.6

43.7

43.8

43.8 43.8

43.8

43.9

43.9 43.9

44.0

44.1

44.2

44.3

44.4

44.5

44.6

44.6 44.6

44.7

44.8

44.9

45.0

45.1

45.2

45.3

45.4

45.5

45.6

45.7

45.7 45.7

45.7

45.7 45.7

45.8

45.9 45.9

45.9

46.0

46.0 46.0

46.0

46.1

46.2

46.2 46.2

46.2

46.3

46.3 46.4

46.4

46.4 46.4

46.4

46.5

46.5 46.5

46.5

46.6

46.7

46.8

46.9

47.0

47.1

47.2

47.3

47.3 47.3

47.3

47.4 47.4

47.4

47.5

47.6

47.7

47.8

47.9

48.0

48.1

48.2

48.3 48.3

48.4

48.7 49.0

2 3

4 5

IP_PWP:dms10292\zzfv804h.dgn k7tsewkw

P W

P :d m s z z f v h .d g n

A P

:0 k t s e w

M B

O L

D E S

C R

M E

D E S

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

"X z z fv h .d

WILMINGTON

U S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

T R

C H

F D

E S

C T

PLATE REFERENCE

NUMBER

R a n d a ll C

M il le r

M A

T E

N A

E D

E N

T R

A N

N E

L S

S A

V A

N N

R B

U N

S W

R B

O R

G E

O R

K W

C H

J U

H N B

C W

FLOOD

EBB

JONES

ISLAND

RANGE

B L O O

G E

N-744000

N-743000

N-742000

N-744000

N-742000

N-741000

A M

A T

R V

E Y

H-04

T Y

O L

NOTES:

1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS

2. STATIONS ARE AT 1000’ INTERVALS.

3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS

OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE

CONSIDERED AS INDICATING THE GENERAL CONDITIONS

EXISTING AT THAT TIME.

IN THE NAVIGATION CHANNEL.

4. VERTICAL DATUM: MEAN LOWER LOW WATER

MLLW. EPOCH 1983-2001.

5. SURVEY QUALITY CONTROL STANDARDS AND FIELD EQUIPMENT

CALIBRATIONS WERE FOLLOWED DURING THIS SURVEY IN

ACCORDANCE WITH EM 1110-2-1003 FOR CLASS 1 HYDROGRAPHIC

SURVEYS.

200 0 200 400 600

SCALE: 1"=200’

200 0 200 400 600

SCALE: 1"=200’

6. SURVEYED SEPTEMBER 2008.

\ 15\ FL G 2.5 SEC

R \ 14\ QK FL R

\ 13\ FL

-21

-20

-19

-18

7.7

8.4

8.9

9.6

9.9

11.5

11.8

12.9

13.5

14.2

15.4

15.6

16.0

17.1

17.3

17.6

18.9

19.1

19.9

20.6

20.9

21.2

21.3

22.2

22.5

22.7

23.0

23.4

23.6

23.7 24.5

24.7

24.8

24.9

25.1

25.8

26.0

26.1

26.3

26.4

26.5

27.0

27.1

27.2

27.5

27.6

27.7

27.9

28.2

28.6

28.7

28.9

29.0

29.1

29.2

29.4

29.7

29.8

29.9

30.0

30.1

30.6

30.8

30.9

31.1

31.3

31.5

31.7

31.8

31.9

32.0

32.3

32.4 32.4

32.5

32.6

32.7

32.8

32.9

33.0

33.1

33.2

33.3

33.4

33.5

33.6

33.7

34.0

34.1

34.2

34.3

34.4

34.5

34.6

34.7

34.9

35.0

35.1

35.3

35.4

35.5

35.8

35.9

36.0

36.1

36.2

36.3

36.4

36.7

36.8

36.9

37.0 37.0

37.1

37.2

37.3

37.5

37.6

37.8

37.9

38.0

38.1

38.2

38.3

38.6

38.8

38.9

39.0

39.1

39.2

39.4

39.5

39.6

39.7

39.8

39.9

40.0 40.0

40.1

40.3

40.4

40.7

40.8

41.0

41.1

41.3

41.4

41.5

41.6

41.7

41.8

41.9

42.0

42.1

42.2

42.3

42.4

42.5

42.6

42.7

42.8

42.9

43.0

43.1

43.3

43.4

43.5

43.6

43.7

43.8

43.9

43.9 43.9

44.0

44.1

44.2

44.2 4

44.3

44.4

44.5

44.6

44.6 44.6

44.7

44.8

44.9

45.0

45.1

45.2

45.3

45.4

45.5

45.6

45.7

45.8

45.9

46.0

46.1

46.2

46.3

46.4

46.5

46.6

46.7

46.8

46.9

47.0

47.1

47.2

47.3 47.3

47.3

47.4

47.5

47.6 47.6

47.6

47.7

47.9

48.1

2 3

4 5

IP_PWP:dms10292\zzfv805h.dgn k7tsewkw

P W

P :d m s z z f v h .d g n

A P

:0 k t s e w

M B

O L

D E S

C R

M E

D E S

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

"X z z fv h .d

WILMINGTON

U S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

T R

C H

F D

E S

C T

PLATE REFERENCE

NUMBER

R a n d a ll C

M il le r

M A

T E

N A

E D

E N

T R

A N

N E

L S

S A

V A

N N

R B

U N

S W

R B

O R

G E

O R

K W

C H

J U

H N B

C W

0’

R A N

G E

B L O O D

P O

R A N

G E

N-739000

N-740000

N-741000

N-740000

N-739000

N-738000

RANGE

A M

A T

R V

E Y

H-05

NOTES:

1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS

2. STATIONS ARE AT 1000’ INTERVALS.

3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS

OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE

CONSIDERED AS INDICATING THE GENERAL CONDITIONS

EXISTING AT THAT TIME.

IN THE NAVIGATION CHANNEL.

4. VERTICAL DATUM: MEAN LOWER LOW WATER

MLLW. EPOCH 1983-2001.

5. SURVEY QUALITY CONTROL STANDARDS AND FIELD EQUIPMENT

CALIBRATIONS WERE FOLLOWED DURING THIS SURVEY IN

ACCORDANCE WITH EM 1110-2-1003 FOR CLASS 1 HYDROGRAPHIC

SURVEYS.

200 0 200 400 600

SCALE: 1"=200’

200 0 200 400 600

SCALE: 1"=200’

T Y

O L

6. SURVEYED SEPTEMBER 2008.

2 3

4 5

IP_PWP:dms10292\zzfv806h.dgn k7tsewkw

P W

P :d m s z z f v h .d g n

A P

:0 k t s e w

M B

O L

D E S

C R

M E

D E S

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

"X z z fv h .d

WILMINGTON

U S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

T R

C H

F D

E S

C T

PLATE REFERENCE

NUMBER

R a n d a ll C

M il le r

M A

T E

N A

E D

E N

T R

A N

N E

L S

S A

V A

N N

R B

U N

S W

R B

O R

G E

O R

K W

C H

J U

H N B

C W

B L O O D

P O

R A N

G E

R A N

G E

F L

O O

E B

N-735000

N-736000

N-737000

N-738000

N N-738000

N-737000

N-736000

N-735000

C S

NOTES:

1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS

2. STATIONS ARE AT 1000’ INTERVALS.

3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS

OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE

CONSIDERED AS INDICATING THE GENERAL CONDITIONS

EXISTING AT THAT TIME.

IN THE NAVIGATION CHANNEL.

4. VERTICAL DATUM: MEAN LOWER LOW WATER

MLLW. EPOCH 1983-2001.

5. SURVEY QUALITY CONTROL STANDARDS AND FIELD EQUIPMENT

CALIBRATIONS WERE FOLLOWED DURING THIS SURVEY IN

ACCORDANCE WITH EM 1110-2-1003 FOR CLASS 1 HYDROGRAPHIC

SURVEYS.

200 0 200 400 600

SCALE: 1"=200’

200 0 200 400 600

SCALE: 1"=200’

A M

A T

R V

E Y

H-06

T Y

O L

6. SURVEYED SEPTEMBER 2008.

\ 11\ FL 4SEC BELL

R \ 12\ QK FL R

2 3

4 5

IP_PWP:dms10292\zzfv807h.dgn k7tsewkw

P W

P :d m s z z f v h .d g n

A P

:0 k t s e w

M B

O L

D E S

C R

M E

D E S

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

"X z z fv h .d

WILMINGTON

U S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

T R

C H

F D

E S

C T

PLATE REFERENCE

NUMBER

R a n d a ll C

M il le r

M A

T E

N A

E D

E N

T R

A N

N E

L S

S A

V A

N N

R B

U N

S W

R B

O R

G E

O R

K W

C H

J U

H N B

C W

F L

O O

E B

B L O O D

P O

N-732000

N-733000

N-734000 E

N-735000

N-734000 E

N-732000

N-733000

N-734000

R A N

C S

NOTES:

1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS

2. STATIONS ARE AT 1000’ INTERVALS.

3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS

OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE

CONSIDERED AS INDICATING THE GENERAL CONDITIONS

EXISTING AT THAT TIME.

IN THE NAVIGATION CHANNEL.

4. VERTICAL DATUM: MEAN LOWER LOW WATER

MLLW. EPOCH 1983-2001.

5. SURVEY QUALITY CONTROL STANDARDS AND FIELD EQUIPMENT

CALIBRATIONS WERE FOLLOWED DURING THIS SURVEY IN

ACCORDANCE WITH EM 1110-2-1003 FOR CLASS 1 HYDROGRAPHIC

SURVEYS.

200 0 200 400 600

SCALE: 1"=200’

200 0 200 400 600

SCALE: 1"=200’

A M

A T

R V

E Y

H-07

T Y

A D

6. SURVEYED SEPTEMBER 2008.

IN FY09 DREDGING CONTRACT

OBSTRUCTIONS ENCOUNTERED IN THIS AREA

R \ 10\ QK FL R 4SEC

\ 9\ FL G 4SEC

TYBEE NORTH SIDE FRONT

2 3

4 5

IP_PWP:dms10292\zzfv808h.dgn k7tsewkw

P W

P :d m s z z f v h .d g n

A P

:0 k t s e w

M B

O L

D E S

C R

M E

D E S

D A T E

S O

A T

C O

N T R

C A T E

G O

R Y

O D

P L O

C A L E

B Y

D A T E

"X z z fv h .d

WILMINGTON

U S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

T R

C H

F D

E S

C T

PLATE REFERENCE

NUMBER

R a n d a ll C

M il le r

M A

T E

N A

E D

E N

T R

A N

N E

L S

S A

V A

N N

R B

U N

S W

R B

O R

G E

O R

K W

C H

J U

H N B

C W

0’

R A N

G E

GE F

O O

B B

P O

R A N

G E

R A N

G E

0’

N-731000

N-732000

N-731000

N-730000

N-729000 N-729000

N-730000

B L O O D

NOTES:

1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS

2. STATIONS ARE AT 1000’ INTERVALS.

3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS

OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE

CONSIDERED AS INDICATING THE GENERAL CONDITIONS

EXISTING AT THAT TIME.

IN THE NAVIGATION CHANNEL.

4. VERTICAL DATUM: MEAN LOWER LOW WATER

MLLW. EPOCH 1983-2001.

5. SURVEY QUALITY CONTROL STANDARDS AND FIELD EQUIPMENT

CALIBRATIONS WERE FOLLOWED DURING THIS SURVEY IN

ACCORDANCE WITH EM 1110-2-1003 FOR CLASS 1 HYDROGRAPHIC

SURVEYS.

A M

A T

R V

E Y

H-08

200 0 200 400 600

SCALE: 1"=200’

200 0 200 400 600

SCALE: 1"=200’

T Y

6. SURVEYED SEPTEMBER 2008.

R \ 8\ FL R 4SEC WHISTLE

R \ 8a\

-41

-39

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