W912HN-21-B-5006_DRAWINGS_P1_draft.pdf

PDF 23 MB Posted Jun 15, 2021

Attached to: FY21 Savannah Inner Harbor Maintenance Dredging
Solicitation number: W912HN21B5006
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

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Written by GovTribe AI · Dec 27, 2023

This document provides details regarding a federal contract opportunity for maintenance dredging of the Savannah Inner Harbor in Georgia. The solicitation will be issued on or around June 22, 2021 for dredging services to remove up to four million cubic yards of sediment from the Savannah Inner Harbor and Kings Island Turning Basin to maintain depths of 42 feet, 36 feet, and 30 feet. The work must be completed within one year of the notice to proceed and will involve the use of a hydraulic cutterhead dredge. Dredged materials will be disposed of in several confined upland disposal areas owned by various state and local entities. The contract will have a firm fixed price and is valued between $25-100 million. Evaluation will be conducted using sealed bid procedures in accordance with the FAR.

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File	Type	Posted
W912HN-21-B-5006_DRAWINGS_P2_draft.pdf	PDF	Jun 15, 2021
W912HN-21-B-5006 Specs_20210610_draft.pdf	PDF	Jun 15, 2021
W912HN-21-B-5006_DRAWINGS_P3_draft.pdf	PDF	Jun 15, 2021

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WILLIAMS.LAURA.E.1229869279 Digitally signed by WILLIAMS.LAURA.E.1229869279 Date: 2021.05.14 08:47:09 -04'00'

WILLIAMS.LAURA.E.1229869279 Digitally signed by WILLIAMS.LAURA.E.1229869279 Date: 2021.05.14 08:47:38 -04'00'

HENDREN.TRACY.LEE.1229932868

2021.05.14 10:38:59 -04'00'

DRAFT

TYBEE

IVER

TYBEE

C R

EEK

McQUEENS

ISLANDS

EXPRESSWAY

NO. 80

GTON

ELBA-McQUEENS IS.

CUT CHANNEL

QUARANTINE

COCKSPUR I.

C. OF GA. R.R.

S.C .L.

R .R

S.C.L. R.R.

I E L SD CUT

ATLA

NTIC

T R ACO

TTA

CHANNEL

BIRD IS.

DISPOSAL AREA

13BBACK

RIVER

F N

RIVER

DISPOSAL AREA 12A

RIVER

SAVANNAH

OGEECHEE

SA TI LLA

NEE R.

ALTSAVANNAH

DISTRICT

DISPOSAL AREA 14B

10-M

DISPOSAL AREA 14A

A T

L A

N T

I C

O C

E A

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

G E O R G I A

TYBEE

ISLAND

WILMINGTON

ISLAND

LAZARETTO

CR.

TYBEE LIGHTHOUSE

WILMINGTON

RIVER

WHITEMARSH

ISLANDTHUNDERBOLT

OATLAND

ISLAND

U.S. HWY.

M I

ELBA

ISLAND

SOUTH

FT. PULASKI

HABERSHAM CR.

FT. JACKSON

KEMIRA, INC.

ENGINEER

YARD

S.C.L. R.R.

SAVANNAH

ENGINEER

BUILDING

C. OF GA. R.R.

S.C.L.

HUTCHINSON

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

R VE R

RIGHT

RIVER

I N A S

JONES

ISLAND

DISPOSAL

AREA

R T H

OYSTERBED

IS.

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

GEORGIA PACIFIC CORP.

ATLANTIC WOOD INDUSTRIES, INC.

SAVANNAH FOOD & INDUSTRIES

GEORGIA PORTS AUTHORITY

(GARDEN CITY TERMINAL)

GPA COLD STORAGE FACILITY

PAN OCEAN SOUTHLAND INC.

GEORGIA PORTS

AUTHORITY

BLUE CIRCLE ATLANTIC

METROPLEX PROPERTIES, INC.

SOUTHERN ENERGY CO.

(LIQUIFIED NATURAL GAS)

LNG TURNING

BASIN

G.A.F. CORP.

COLONIAL OIL INDUSTRIES

GEORGIA KOALIN INTERNATIONAL

SAVANNAH MARINE

SERVICES

GEORGIA PORTS AUTHORITY

(OCEAN TERMINALS)

FIRESTONE RUBBER & LATEX CO.

INTERMARINE

SOUTHERN BULK INDUSTRIES

(ONSLOW NORTH)

DISPOSAL AREA 1N

(NOT IN CONTRACT)

O R

GEORGIA PORTS AUTHORITY (LASH TERMINAL)

OYSTERBED

IS. TURNING

BASIN

NEW

500' STA. 0 000+

SAVANNAH LIGHT TOWER

NOTE:

SEA

DUMP

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

GULF OF

MEXICO

O C

M U

AMAHA R.

LIM

ITS

AVERAGE TIDAL

RANGE

7.1 FEET MLLW

NEW CUT CLOSURE

DISPOSAL AREA 1S

(ONSLOW SOUTH)

0 100

VICINITY MAP

SCALE IN MILES

T.I.C.

20-M

15-M

5-M

SCALE: 1"=50 MILES

50 50

PORT WENTWORTH TURNING BASIN

ARGYLE ISLAND

TURNING

BASIN KINGS ISLAND

TURNING

BASIN

MARSH ISLAND TURNING BASIN

CRESCENT TOWING & SALVAGE CO.

FIG ISLAND

TURNING

BASIN

KOCH MATERIALS

NATIONAL GYPSUM COMPANY

CITGO ASPHALT REFINING CO.

UNOCAL REFINIING

DOMTAR GYPSUM

COCKSPUR LIGHTHOUSE

IDDLE

IVER

SAVANNAH

BACK

IVER

STEAMBOAT

OLD L. BACK R.

RIFLE

CUT

TOMKINS BIRD ISLAND

HILTON HEAD

ISLAND

LITTLE

M cCOYS CUT

I 9

SCL

RAILR

OAD

EXISTING WATER

INTAKE LOCATION

8" D

.I.

DRAKES CUT

MORAN

SOUTHERN COMPANY/SAVANNAH ELECTRIC POWER CO.

(PORT WENTWORTH GENERATING STATION)

INTERNATIONAL PAPER

WEYERHAUSER PULP & PAPER

(NOT IN CONTRACT)

H W

WATER WELL

HWY. NO. 170

DISPOSAL AREA 13A

SAVANNAH RIVER SHIPPING CHANNEL

DISPOSAL AREA DIKES

MAJOR HIGHWAY

ATLANTIC INTRACOASTAL WATERWAY

LEGEND

RAILROAD

JETTIES

GC101

L O

N N

C R

O N

C O

N O

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E

C H

D B

-W

2H N

-2 1-

B-

N N

, G

W . O

N N

O &M

D R

N N

R , G

READY TO ADVERTISE (RTA)

C W

K6ENHCMC 5/13/2021 12:38:36 PM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\C001TOGC101&RC.DWG

C . C

BN-22

PORT WENTWORTH REAR RANGE 45

52-G

53-G

54-G

55-S 56-G

KOCH ASPHALT CO.

SAVANNAH FOOD & INDUSTRIES

OBSTRUCTION AREA

(REFERENCE SECTION 352023)

ONSLOW ISLAND DISPOSAL AREA 1S

G E

C O

TAIN

BER

KOCH ASPHALT CO.

Y 780866 X 975626

MONITORING PLATFORM

(AVOID ANY CONTACT OR IMPACT

UPON THIS STRUCTURE)

KOCH MATERIALS CO.

ARGYLE ISLAND

116.9'100.0'

200' 200'

200' 200' 200'

200' 200' 100'

NOTES:

1. STATIONS ARE AT 1000' INTERVALS.

2. 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.

3. VERTICAL DATUM: MEAN LOWER LOW WATER, EPOCH 1983-2001.

4. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 STATE

PLANE COORDINATES STATE ZONE GA EAST 1001

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.

6. SURVEY REPRESENTS THE CURRENT CHANNEL CONDITION,

SURVEY DATED DECEMBER 2020.

FLO

EBB

ARGYLE ISLAND TURNING BASIN

UPPER LIMIT OF PROJECT

38' PROJECT

VH101

W H

L-

G S

N D

S U

Feet 0 200 400

972000 973000 974000 975000 976000

N N

C R

O N

C O

N O

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E

C H

D B

-W

2H N

-2 1-

B-

N N

, G

W . O

N N

O &M

D R

N N

R , G

READY TO ADVERTISE (RTA)

C W

K6ENHCMC 5/13/2021 1:59:02 PM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\VH101TOVH122.DWG

C . C

FRT. C. G. SAILING RANGE

REAR C. G. SAILING RANGE

BN-10

CONTAINER

BERTH 4

RANG

PIPEMAKERS CANAL

GEORGIA PORTS

COLD STORAGE

FACILITY

ARGYLE-HUTCHINSON ISLAND

DISPOSAL AREA 2A

GARDEN CITY TERMINAL

(GEORGIA PORTS AUTHORITY)

HUTCHINSON

ISLAND

NTAINER

OBSTRUCTION AREA

(REFERENCE SECTION 352023)

BERTH 3

BERTH 2

CONTAINER

BERTH 1

IA PO

ER CO

PANY TRANSM

ISSIO

N LINE

CROSSTIDES

DISPOSAL AREA 2 A LANDING

DISPOSAL AREA 2-A

200'

300'

250'

NOTES:

1. STATIONS ARE AT 1000' INTERVALS.

2. 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.

3. VERTICAL DATUM: MEAN LOWER LOW WATER, EPOCH 1983-2001.

4. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 STATE

PLANE COORDINATES STATE ZONE GA EAST 1001

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.

6. SURVEY REPRESENTS THE CURRENT CHANNEL CONDITION,

SURVEY DATED DECEMBER 2020.

FLO

EBB

N N

C R

O N

C O

N O

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E

C H

D B

-W

2H N

-2 1-

B-

N N

, G

W . O

N N

O &M

D R

N N

R , G

READY TO ADVERTISE (RTA)

C W

K6ENHCMC 5/13/2021 1:53:56 PM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\VH101TOVH122.DWG

C . C

Feet 0 200 400

973000 974000 975000 976000 977000 978000

VH103

W H

S U

YDRAFT

BN-8

BN-6

BN-4

44-S

45-G

47-G

NEW GYPSUM

DO NOT SPUD OR ANCHOR IN

CROSS HATCHED AREA

(CONTACT IPC, KEN RAY @

912-238-7323 OR KELLY SIMMONS @

912-238-6721 BEFORE DREDGING)

HUTCHINSON

ISLAND

DISPOSAL AREA 2-A LANDING

INTERNATIONAL PAPER AERATION LAGOON

DISSOLVED OXYGEN SITE

GEORGIA KAOLIN TERMINALS

CITGO ASPHALT REFINING CO.

DISPOSAL AREA 2-A

VOPAK

BERTH 50

NO DREDGING OVERSWING PERMITTED BEYOND

SOUTH TOE BETWEEN STATIONS 90+300 AND 90+600

MARSH ISLAND TURNING BASIN

900' DIAMETER

44-S

250'

919'

STA. 8

8 + 750

STA. 8

8 + 600 ELECTRIC CABLE

PIPELINE AREA

NO WORK ZONE

NOTES:

1. STATIONS ARE AT 1000' INTERVALS.

2. 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.

3. VERTICAL DATUM: MEAN LOWER LOW WATER, EPOCH 1983-2001.

4. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 STATE

PLANE COORDINATES STATE ZONE GA EAST 1001

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.

6. SURVEY REPRESENTS THE CURRENT CHANNEL CONDITION,

SURVEY DATED DECEMBER 2020.

FLOODEBB

VH104

N S

U R

Feet 0 200 400

976000 977000 978000 979000 980000

976000 977000 978000 979000 980000 981000

N N

C R

O N

C O

N O

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E

C H

D B

-W

2H N

-2 1-

B-

N N

, G

W . O

N N

O &M

D R

N N

R , G

READY TO ADVERTISE (RTA)

C W

K6ENHCMC 5/13/2021 1:50:18 PM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\VH101TOVH122.DWG

C . C

43-G

44-S

HUTCHINSON

ISLAND

OBSTRUCTION AREA

(REFERENCE SECTION 352023)

DO NOT SPUD OR ANCHOR IN

CROSS HATCHED AREA

DISSOLVED OXYGEN PLANT

ACCESS ROAD

(CONTACT IPC, KEN RAY @

912-238-7323 OR KELLY SIMMONS @

912-238-6721 BEFORE DREDGING)

INTERNATIONAL PAPER

COLONIAL TERMINALS

44-S

2-1 2-4

Abandoned Pipeline Crossing Points

STA. 8

8 + 750

STA. 8

8 + 600 ELECTRIC CABLE

PIPELINE AREA

NEW ACCESS ROAD

ENDPOINT OF ABANDONED PIPELINE

& ELECTRICAL CONDUIT

E:980571.7, N:768453.8

ENDPOINT OF ABANDONED PIPELINE

& ELECTRICAL CONDUIT

E:979615.4, N:767826.9

IP PIPELINE*

ANOMALY # NORTHING EASTING

PIPELINE XING PTS 768484.0 980436.0000

PIPELINE XING PTS 768361.0000 980398.0000

PIPELINE XING PTS 768262.0000 980412.0000

PIPELINE XING PTS 768370.0000 980454.0000

2 - 10 768227.2600 980504.6200

2 - 1 767638.0200 980857.8600

2 - 4 767655.5400 980949.7500

*NOTE:

REFER TO SHEETS RC101A AND RC101B FOR

ADDITIONAL INFORMATION ON THE UTILITY LINES

UNDER THE CHANNEL.

NOTES:

1. STATIONS ARE AT 1000' INTERVALS.

2. 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.

3. VERTICAL DATUM: MEAN LOWER LOW WATER, EPOCH 1983-2001.

4. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 STATE

PLANE COORDINATES STATE ZONE GA EAST 1001

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.

6. SURVEY REPRESENTS THE CURRENT CHANNEL CONDITION,

SURVEY DATED DECEMBER 2020.

FLOODEBB

N N

C R

O N

C O

N O

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E

C H

D B

-W

2H N

-2 1-

B-

N N

, G

W . O

N N

O &M

D R

N N

R , G

READY TO ADVERTISE (RTA)

C W

K6ENHCMC 5/13/2021 1:48:03 PM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\VH101TOVH122.DWG

C . C

VH105

N S

U R

Feet 0 200 400

980000 981000 982000 983000 984000

980000 981000 982000 983000 984000 985000

R \ 62\ QK FL R

41-G

GSP-1

GEORGIA PORTS AUTHORITY

OCEAN TERMINALS

BERTH 17

OBSTRUCTION AREA

(REFERENCE SECTION 352023)

OBSTRUCTION AREA

(REFERENCE SECTION 352023)

OBSTRUCTION AREA

(REFERENCE SECTION 352023)

INTERMARINE

COLONIAL TERMINALS

BERTH 17

TH 16 BERTH 14

BE E

HUTCHINSON

ISLAND

NOTES:

1. STATIONS ARE AT 1000' INTERVALS.

2. 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.

3. VERTICAL DATUM: MEAN LOWER LOW WATER, EPOCH 1983-2001.

4. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 STATE

PLANE COORDINATES STATE ZONE GA EAST 1001

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.

6. SURVEY REPRESENTS THE CURRENT CHANNEL CONDITION,

SURVEY DATED DECEMBER 2020.

FLOOD

EBB

N N

C R

O N

C O

N O

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E

C H

D B

-W

2H N

-2 1-

B-

N N

, G

W . O

N N

O &M

D R

N N

R , G

READY TO ADVERTISE (RTA)

C W

K6ENHCMC 5/13/2021 1:45:40 PM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\VH101TOVH122.DWG

C . C

VH106

N S

U R

Feet 0 200 400

983000 984000 985000 986000 987000

983000 984000 985000 986000 987000 988000

38-G

39-S

ELEC 1991

PORTS AUTHORITY

RMINALS

BERTH 17

OBSTRUCTION AREA

(REFERENCE SECTION 352023)

BERTH 17

HUTCHINSON

ISLAND

GEORGIA PORTS AUTHORITY

OCEAN TERMINALS

BERTH 1

BERTH 2

BLUE CIRCLE ATLANTIC

BERTH 17

BERTH 16 BERTH 14

BERTH 15

BERTH 13

RT.

5.0

OVE

.H .W

N N

O G

OBSTRUCTION AREA

(REFERENCE SECTION 352023)

UNDERGROUND 6" COMM. LINE

& 16" WATER LINE

(APPROXIMATE LOCATION, REFER

TO RC102A & RC102B)

GEORGIA

POWER COMPANY

RANGE

T.I.C.

OBSTRUCTION AREA

(REFERENCE SECTION 352023)

X=987330.1 Y=759812.0

NOTES:

1. STATIONS ARE AT 1000' INTERVALS.

2. 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.

3. VERTICAL DATUM: MEAN LOWER LOW WATER, EPOCH 1983-2001.

4. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 STATE

PLANE COORDINATES STATE ZONE GA EAST 1001

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.

6. SURVEY REPRESENTS THE CURRENT CHANNEL CONDITION,

SURVEY DATED DECEMBER 2020.

FLOODEBB

VH107

N S

U R

Feet 0 200 400

984000 985000 986000 987000 988000 989000

N N

C R

O N

C O

N O

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E

C H

D B

-W

2H N

-2 1-

B-

N N

, G

W . O

N N

O &M

D R

N N

R , G

READY TO ADVERTISE (RTA)

C W

K6ENHCMC 5/13/2021 1:43:16 PM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\VH101TOVH122.DWG

C . C

34-G

CITY HALL PINNACLE

MARCO

RANGE

U.S. ARMY

ENGINEERS DEPOT

SAVANNAH

GAS

CO.

RANGE 27

RANGE

T.I.C.

SAVANNAH MARITIME

TRADE CENTER

WESTIN HOTEL

OBSTRUCTION AREA

(REFERENCE SECTION 352023)

FIG

OBSTRUCTION AREA

(REFERENCE SECTION 352023)

8" COMM. LINE

& 16" WATER LINE

(APPROXIMATE LOCATION,

REFER TO RC103A &

RC103B)

HOMEWOOD SUITES BY

HILTON SAVANNAH

MORAN

SAVANNAH

X=992546.58 Y=757370.48

X=993197.47 Y=759069.67

NOTES:

1. STATIONS ARE AT 1000' INTERVALS.

2. 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.

3. VERTICAL DATUM: MEAN LOWER LOW WATER, EPOCH 1983-2001.

4. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 STATE

PLANE COORDINATES STATE ZONE GA EAST 1001

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.

6. SURVEY REPRESENTS THE CURRENT CHANNEL CONDITION,

SURVEY DATED DECEMBER 2020.

FLOOD

EBB

VH108

O N

N S

U R

Feet 0 200 400

988000 989000 990000 991000 992000 993000

N N

C R

O N

C O

N O

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E

C H

D B

-W

2H N

-2 1-

B-

N N

, G

W . O

N N

O &M

D R

N N

R , G

READY TO ADVERTISE (RTA)

C W

K6ENHCMC 5/13/2021 1:41:27 PM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\VH101TOVH122.DWG

C . C

BN-62

BN-60

BN-58

BN-57

29-G

30-S

32-S

33-G

RANGE

HUTCHINSON

ISLAND

FIG ISLAND TURNING BASIN

BACK RIVER

WOOD CHIP EXPORTING FACILITY

EAST COAST TERMINAL CO.

SEABOARD SYSTEMS RAILROAD

INDUSTRIAL SITES

BERTH 6

BERTH 5

BERTH 4

EAST COAST CONTAINER AREA

UNDERGROUND 8" EFFLUENT

IRRIGATION &

2 10" SANITARY SEWER LINE

(APPROXIMATE LOCATION, REFER TO

RC104A, RC104B & RC104C)

FIG ISLAND

400' 250'

250'

250' 250'

X=996595.50 Y=756548.48

X=997029.84 Y=759591.11

NOTES:

1. STATIONS ARE AT 1000' INTERVALS.

2. 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.

3. VERTICAL DATUM: MEAN LOWER LOW WATER, EPOCH 1983-2001.

4. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 STATE

PLANE COORDINATES STATE ZONE GA EAST 1001

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.

6. SURVEY REPRESENTS THE CURRENT CHANNEL CONDITION,

SURVEY DATED DECEMBER 2020.

FLOOD

EBB

N N

C R

O N

C O

N O

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E

C H

D B

-W

2H N

-2 1-

B-

N N

, G

W . O

N N

O &M

D R

N N

R , G

READY TO ADVERTISE (RTA)

C W

K6ENHCMC 5/13/2021 1:40:06 PM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\VH101TOVH122.DWG

C . C

VH109

W R

C H

N S

U R

Feet 0 200 400

994000 995000 996000 997000 998000

994000 995000 996000 997000 998000 999000

MOORING BUOY

BN-56

R \ 54\ FL R

R \ 52A\ QK FL

27-G

28-S

KOTE

WRECK AREA

BACK RIVER

FIG ISLAND

CHATHAM-VALIANT STEEL

WRECK

AREA

UNOCAL

STANDARD CONCRETE PRODUCTS

ST. SERVICES DOCK

GEORGIA PACIFIC GYPSUM

ANCHOR IN THE HATCHED AREA

DO NOT DREDGE, SPUD, OR SET

TRAINING

WALL

445'

300'

250'

NOTES:

1. STATIONS ARE AT 1000' INTERVALS.

2. 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.

3. VERTICAL DATUM: MEAN LOWER LOW WATER, EPOCH 1983-2001.

4. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 STATE

PLANE COORDINATES STATE ZONE GA EAST 1001

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.

6. SURVEY REPRESENTS THE CURRENT CHANNEL CONDITION,

SURVEY DATED DECEMBER 2020.

FLOOD

EBB

NOTE:

CIVIL WAR ERA UNEXPLODED ORDINANCE MAY BE ENCOUNTERED.

DREDGING METHODS BETWEEN STATIONS 57+000 TO 60+000

(DENOTED BY HATCHINGS) WILL BE LIMITED TO CLAMSHELLS OR

OTHER MECHANICAL METHODS APPROVED BY THE GOVERNMENT FOR

MAINTENANCE MATERIAL. NO CUTTERHEAD DREDGE WILL BE

ALLOWED IN THIS AREA UNTIL APPROVED BY THE GOVERNMENT.

REFER TO SECTION 35 20 23 (OBSTACLES AND ANOMALIES) OF THE

SPECS DREDGING OPERATIONS IN THIS AREA.

VH110

W R

C H

N S

U R

Feet 0 200 400

1000000 1001000 1002000 1003000 1004000

1000000 1001000 1002000 1003000 1004000 1005000

N N

C R

O N

C O

N O

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E

C H

D B

-W

2H N

-2 1-

B-

N N

, G

W . O

N N

O &M

D R

N N

R , G

READY TO ADVERTISE (RTA)

C W

K6ENHCMC 5/13/2021 1:39:01 PM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\VH101TOVH122.DWG

C . C

\ 54\ FL R

BN-53

R \ 52A\ QK FL R

R \ 52\ FL R 4SEC

FORT JACKSON UPPER REAR RANGE 20

24-S

25-G

26-S

CONA

WRECK AREA

KEMIRA, INC.

OBSTRUCTION AREA

(REFERENCE SECTION 352023)

DISPOSAL AREA 13A

300'

250'

NOTES:

1. STATIONS ARE AT 1000' INTERVALS.

2. 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.

3. VERTICAL DATUM: MEAN LOWER LOW WATER, EPOCH 1983-2001.

4. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 STATE

PLANE COORDINATES STATE ZONE GA EAST 1001

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.

6. SURVEY REPRESENTS THE CURRENT CHANNEL CONDITION,

SURVEY DATED DECEMBER 2020.

APPROXIMATE LOCATION

OF HEAD SECTION

FLOOD

EBB

ANCHOR IN THE HATCHED AREA

DO NOT DREDGE, SPUD, OR SET

NOTE:

CIVIL WAR ERA UNEXPLODED ORDINANCE MAY BE ENCOUNTERED.

DREDGING METHODS BETWEEN STATIONS 57+000 TO 60+000

(DENOTED BY HATCHINGS) WILL BE LIMITED TO CLAMSHELLS OR

OTHER MECHANICAL METHODS APPROVED BY THE GOVERNMENT FOR

MAINTENANCE MATERIAL. NO CUTTERHEAD DREDGE WILL BE

ALLOWED IN THIS AREA UNTIL APPROVED BY THE GOVERNMENT.

REFER TO SECTION 35 20 23 (OBSTACLES AND ANOMALIES) OF THE

SPECS DREDGING OPERATIONS IN THIS AREA.

250'

N N

C R

O N

C O

N O

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E

C H

D B

-W

2H N

-2 1-

B-

N N

, G

W . O

N N

O &M

D R

N N

R , G

READY TO ADVERTISE (RTA)

C W

K6ENHCMC 5/13/2021 1:38:12 PM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\VH101TOVH122.DWG

C . C

VH111

O G

O R

-F

O R

O N

S U

Feet 0 200 400

1005000 1006000 1007000 1008000 1009000 1010000

File details come from the government source that posted it. Updated Jun 15, 2021.