MidRiver_MOTSU_RTA_Plans.pdf

PDF 28 MB Posted Jul 11, 2019

Attached to: Wilmington Harbor Mid-River and Military Ocean Terminal, Sunny Point Dredging
Solicitation number: W912PM19B0008
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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Wilmington District

C O

V E

R S

H E

E T of Engineers

US Army Corps fi

G001 w h m r-c o v e r- .d g n

SOLICITATION NO.: W912PM19B0008

ISSUE DATE: JULY 2019

BRUNSWICK AND NEW HANOVER COUNTIES, NORTH CAROLINA

MILITARY OCEAN TERMINAL SUNNY POINT (MOTSU)

WILMINGTON HARBOR MID-RIVER CHANNELS &

MAINTENANCE DREDGING

FOUO

F O

R O

F F

L U

S E O

N L

E N

A M

D R

A W

G C

O D

D R

A W

N B

D E

N E

D B

D E

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M A

R K

S U

B M

T E

D B

D A

T E

C H

E C

K E

D B

A W

A R

D D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

fiof Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C O

N T

R A

C T N

B N

H A

R G

R O

V E

M A

N N

J .H

A R

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O V

L .B

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L E

S -E

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-0

-1

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E W H

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O U

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C E

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Approval Recommended: *

Approved: *

DATE

DATECHIEF, ENGINEERING BRANCH

SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE

WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

CHIEF, DESIGN and GENERAL ENGINEERING SECTION

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON SHEET GI01-W.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

10 JULY 2019

Cape Lookout

PROJECT

OCE

City Morehead

SEE SHEETS CN113 & CN114

DISPOSAL SITE PLACEMENT ZONES

OCEAN DREDGED MATERIAL

E W

H A

N O

V E

R C

O U

N T

O B

R U

N S

C U

N T

MATCH LINE

STRUCTURE (WOFES)

FISHERY ENHANCEMENT

WILMINGTON OFFSHORE

INDEX OF DRAWINGS

Plate No. Title

BUOY "2"

CHANNEL

BALDHEAD SHOAL

INSET

CN101 UPPER BIG ISLAND CHANNEL

CN102 LOWER LILLIPUT CHANNEL STA. 0+00 TO STA. 45+00

CN103 LOWER LILLIPUT CHANNEL STA. 45+00 TO STA. 108+24.57

APPROACH CHANNEL NORTH ENTRANCE

CN108 NORTH WHARF TURNING BASIN, APPROACH CHANNEL CENTER TO NORTH WHARF, &

CN109 CENTER WHARF TURNING BASIN

APPROACH CHANNEL MIDDLE ENTRANCE

CN110 SOUTH WHARF TURNING BASIN, APPROACH CHANNEL SOUTH TO CENTER WHARF, &

CN104 UPPER MIDNIGHT CHANNEL STA. 0+00 TO STA. 90+00

CN113 MOTSU MAINTENANCE DREDGING PLACEMENT ZONE

CN105 UPPER MIDNIGHT CHANNEL STA. 90+00 - STA. 137+35.95

CN106 LOWER MIDNIGHT CHANNEL

CN112 WILMINGTON OCEAN DREDGED MATERIAL DISPOSAL SITE PLACEMENT ZONES

A t l a n t i c

O c e a n revi R rae

F e p a

CN107 MILITARY OCEAN TERMINAL DREDGING ACCEPTANCE AREAS

SEE SHEET CN106

LOWER MIDNIGHT CHANNEL

CN111 APPROACH CHANNEL SOUTH ENTRANCE

FOR DETAILS

CN113, & CN114

SEE SHEETS CN112,

SITE (ODMDS)

MATERIAL DISPOSAL

OCEAN DREDGED

PLACEMENT ZONE

CN114 WILMINGTON HARBOR FEDERAL NAVIGATION CHANNEL MAINTENANCE DREDGING

GI01 INDEX OF DRAWINGS, PROJECT VICINITY, LOCATION AND PLACEMENT AREA MAPS

Southport

Wilmington

Beach

Carolina

Beach

Wrightsville

Island

Bald Head

MATCH LINE

GI01

SEE INSET

SUNNY POINT

MILITARY OCEAN TERMINAL

SEE SHEETS CN107 THRU CN111

SEE SHEET CN101

UPPER BIG ISLAND CHANNEL

SEE SHEETS CN104 & CN105

UPPER MIDNIGHT CHANNEL

w h m r_ lo c d a m a p -1

.d g n

SEE SHEETS CN102 & CN103

LOWER LILLIPUT CHANNEL

A N

D P

L A

C E

M E

N T A

R E

A M

A P

S P

R O J E

C T V

Y L

O C

A T

D E

X O

F D

R A

G S

E N

A M

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A W

G C

O D

D R

A W

N B

D E

N E

D B

D E

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M A

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S U

B M

T E

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D A

T E

C H

E C

K E

D B

A W

A R

D D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

fiof Engineers

US Army Corps

G T

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N O

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J .H

A R

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L .B

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S -E

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W H

-0

-1

B R

U N

S W

K A

N D N

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A N

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C E

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M O

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-R

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H A

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M A

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N A

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R E

D G

W P

COLREGS LINE

64201

SCALE IN MILES

DARE

N E

W H

A N

O V E

M O

O R

CHATHAM

A L

A M

A N

C E

CARTERET

S O U T H C A R

O L I N

Wilmington

Manteo

Elizabeth City

Cape Hatteras

Cape Fear

Rodanthe

PROJECT LOCATION

Not To Scale

PROJECT VICINITY

C O S

O U N D

R O

A N

O K E

E R

N E U S E

C H

O W

A N

C A P E

F E A R

RIVER

HYDEBEAUFORTPITT

EDGECOMBE

WASHINGTON TYRREL

PAMLICO

CRAVEN

JONES

ONSLOW

DUPLIN

PENDER

BRUNSWICK

COLUMBUS

ROBESON

HOKE

LEE

PERSON

ORANGE

DURHAM

WAKE

JOHNSTON

FRANKLIN

VANCE WARREN HALIFAX

HERTFORD

NASH

WILSON

SAMPSON

CUMBERLAND

G R

A N

L E

P E R

Q U

A N S

MARTIN

BERTIE

GREENE

LENOIR

WAYNE

HARNETT

BLADEN

.8 -

.3 -

.2 -

.8 -

N 141,828.2

E 2,320,708.0

N 141,802.7

E 2,320,661.7

N 144,603.3

E 2,317,911.9

N 143,714.7

E 2,318,536.2

N 143,107.3

E 2,319,081.0

N 142,898.1

E 2,318,944.5

N 142,829.1

E 2,318,881.4

N 142,069.9

E 2,319,831.7

N 142,010.6

E 2,319,777.5 N 142,311.1

E 2,319,649.1

.6 -

.3 -

.1 -

.9 -

.7 -

.5 -

.0 -

.9 -

.7 -

.5 -

.3 -

.2 -

.7 -

.6 -

.3 -

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.7 -

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.1 -

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.1 -

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.5 -

.1 -

.8 -

.3 -

.0 -

.4 -

.8 -

.4 -

.0 -

.8 -

.7 -

.5 -

3 - 9.

1 - 9.

6 - 7.

5 - 7.

4 - 7.

3 - 6.

200100

SCALE IN FEET

300200

SCALE: 1:2000

CHANNEL

BRUNSW

ICK

"51"

CHANNEL

BIG ISLAND

LOW

"52"

-4

-42

U P

P E

R B

I S

L A

N D C

H A

N N

E L

N 144,642

E 2,317,965

N 142,128

E 2,320,543 N 142,445

E 2,320,263

"56"

VARIES

(TYP)

DEPTH

NOT TO SCALE

TYPICAL DREDGING SECTION

M.L.L.W.

REQUIRED

CN101

w h m r-u p b ig is le -1

.d g n

E N

A M

D R

A W

G C

O D

D R

A W

N B

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C H

E C

K E

D B

A W

A R

D D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C O

N T

R A

C T N

B N

H A

R G

R O

V E

M A

N N

J .H

A R

G R

O V

L .B

O W

L E

S -E

A R

L Y

W H

-0

-1

B R

U N

S W

K A

N D N

E W H

A N

O V

E R C

O U

N T

N O

R T

H C

A R

O L

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A R

Y O

C E

A N T

E R

A L S

U N

N Y P

M O

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G T

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B O

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-R

E R C

H A

N N

E L S

M A

T E

N A

N C

E D

R E

D G

W P

OVERDEPTH

2' ALLOWABLE

LINE (TYP)

CHANNEL PRISM

10+00

5+00

CENTERLINE OFFSET

15+00

0+00

35+33.3

35+00

30+00

20+00

25+00

SOUNDING

NAVIGATION AIDS

AREA TO BE DREDGED

LEGEND

CONTOUR

CHANNEL PRISM LINE (TYP)

CENTERLINE

DESCRIPTION EASTING NORTHING

"54"

"55"

-42

LT.BUOY # 51 2320448 141395

LT.BUOY # 52 2320580 142160

LT.BUOY # 54 2319177 143473

LT.BUOY # 55 2317999 143604

LT.BUOY # 56 2318023 144587

FOR DETAILS SEE SHEETS CN112 AND CN114.

DREDGED MATERIAL DISPOSAL SITE. FOR LOCATION OF THE PLACEMENT AREA SEE SHEET GI01,

7. THE GOVERNMENT FURNISHED PLACEMENT AREA FOR DREDGED MATERIAL IS THE OCEAN

NOTES

NAVIGATION AIDS LOCATED WITH DISTRICT SURVEY VESSEL, ACCURACY PLUS / MINUS 3 METERS.

EASTING AND NORTHING COORDINATES ARE IN FEET.

EXISTING AT THAT TIME.

DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS MADE ON THE

UNAVAILABLE AT THE TIME.

GAGE TIDAL VALUES FOR FINAL MAPPING AND QUANTITY CALCULATIONS IF RTK GPS IS

FOR VERIFICATION OF RTK GPS TIDES. THE WILMINGTON DISTRICT WILL ONLY USE STAFF

USE OF TIDE VALUES FOR THIS GAGE ARE RESTRICTED TO QUALITY ASSURANCE PURPOSES

GPS REFERENCED TIDE GAGE LOCATED AT: UPPER BIG ISLAND

HORIZONTAL AND VERTICAL POSITIONING EQUIPMENT AND 28 KHZ SOUNDING EQUIPMENT.

PROJECT SURVEYED 10 JUNE 2019 WITH DISTRICT VESSEL "SWART" USING RTK GPS

LOWER LOW WATER (M.L.L.W.) RELATIVE TO THE 1983-2001 TIDAL EPOCH.

SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO NOAA'S REPORTED MEAN

HORIZONTAL DATUM NAD 1983. VERTICAL DATUM MEAN LOWER LOW WATER (M.L.L.W.).

DESCRIPTION EASTING NORTHING

(TYP)

NOT TO SCALE

VARIES

TYPICAL DREDGING SECTION

M.L.L.W.

DEPTHREQUIRED

CHANNEL

LIL

LIP

UTUPP

w h m r-lo li l- .d g n

CN102

S T

A T

O S

T A

L O

W E

R L

U T C

H A

N N

E L

E N

A M

D R

A W

G C

O D

D R

A W

N B

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C H

E C

K E

D B

A W

A R

D D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

fiof Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C O

N T

R A

C T N

B N

H A

R G

R O

V E

M A

N N

J .H

A R

G R

O V

L .B

O W

L E

S -E

A R

L Y

W H

-0

-1

B R

U N

S W

K A

N D N

E W H

A N

O V

E R C

O U

N T

N O

R T

H C

A R

O L

A M

A R

Y O

C E

A N T

E R

A L S

U N

N Y P

M O

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G T

O N H

A R

B O

R M

-R

E R C

H A

N N

E L S

M A

T E

N A

N C

E D

R E

D G

W P

N 117,801.8

E 2,322,548.6

OVERDEPTH

2’ ALLOWABLE

LINE (TYP)

CHANNEL PRISM

NOTES

EXISTING AT THAT TIME.

DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS MADE ON THE

AVAILABLE AT THE TIME.

GAGE TIDAL VALUES FOR FINAL MAPPING AND QUANTITY CALCULATIONS IF RTK GPS IS UN-

FOR VERIFICATION OF RTK GPS TIDES. THE WILMINGTON DISTRICT WILL ONLY USE STAFF

USE OF TIDE VALUES FOR THIS GAGE ARE RESTRICTED TO QUALITY ASSURANCE PURPOSES

GPS REFERENCED TIDE GAGE LOCATED AT: KEG ISLAND CHANNEL.

HORIZONTAL POSITIONING EQUIPMENT AND 28 KHZ SOUNDING EQUIPMENT.

PROJECT SURVEYED 06 JUNE 2019 WITH DISTRICT VESSEL "SWART" USING RTK GPS

LOWER LOW WATER (M.L.L.W.) RELATIVE TO THE 1983-2001 TIDAL EPOCH.

SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO NOAA’S REPORTED MEAN

HORIZONTAL DATUM NAD 1983. VERTICAL DATUM MEAN LOWER LOW WATER (M.L.L.W.).

EASTING AND NORTHING COORDINATES ARE IN FEET.

NAVIGATION AIDS LOCATED WITH DISTRICT SURVEY VESSEL, ACCURACY PLUS / MINUS 3 METERS.

M A

T C

H L

E S

T A

E E S

H E

E T C

CHANNEL PRISM LINE

CENTERLINE OFFSET

SEE SHEETS CN112 AND CN114.

MATERIAL DISPOSAL SITE. FOR LOCATION OF THE PLACEMENT AREA SEE SHEET GI01, FOR DETAILS

7. THE GOVERNMENT FURNISHED PLACEMENT AREA FOR DREDGED MATERIAL IS THE OCEAN DREDGED

LT.BUOY # 40 2323052 118107

.0 -

N 120,673.5

E 2,322,980.0

.8 -

.6 -

.5 -

.4 -

.1 -

.0 -

.7 -

.4 -

.2 -

-42

.9 -

.7 -

LEGEND

AREA TO BE DREDGED

.3 -

.2 -

.9 -

.3 -

.0 -

.1 -

.9 -

.5 -

.8 -

.6 -

.2 -

.6 -

.4 -

.3 -

.7 -

.5 -

.4 -

.1 -

.0 -

.4 -

.9 -

N 120,676.4

E 2,322,888.4

.9 -

.6 -

.5 -

.3 -

.8 -

.4 -

.8 -

.9 -

.2 -

.1 -

.0 -

.9 -

.8 -

.4 -

.2 -

.0 -

.7 -

.5 -

.4 -

.1 -

.0 -

.8 -

.7 -

.4 -

.3 -

.1 -

.9 -

.7 -

.5 -

.4 -

.0 -

.7 -

.6 -

.3 -

.6 -

.4 -

.0 -

.6 -

.9 -

.6 -

CENTERLINE

-42

N 117,975.1

E 2,322,662.2

N 117,920.2

E 2,322,923.7

200100

SCALE IN FEET

300200

SCALE: 1:2000

10+00 5+00

0+00

40+00 35+00 30+00 25+00 15+0020+00

"40"

NAVIGATION AID

SOUNDING

CONTOUR

DESCRIPTION EASTING NORTHING

.6 -

.4 -

.7 -

.8 -

.5 -

N 111,704.7

E 2,321,394.4

N 110,351.5

E 2,321,217.1

.7 -

.3 -

.1 -

.5 -

.0 -

-42

.8 -

.7 -

.6 -

.3 -

.1 -

.0 -

.6 -

.5 -

.4 -

.3 -

.1 -

.9 -

.8 -

.6 -

.3 -

.1 -

.0 -

.9 -

.2 -

.1 -

.0 -

.8 -

.5 -

.8 -

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.1 -

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.1 -

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.8 -

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.5 -

.0 -

.9 -

.8 -

.7 -

.6 -

.3 -

.8 -

.6 -

.5 -

.4 -

.7 -

.5 -

.9 -

.8 -

.2 -

.5 -

.3 -

8 - 7.

5 - 6.

(TYP)

NOT TO SCALE

VARIES

TYPICAL DREDGING SECTION

M.L.L.W.

DEPTHREQUIRED

w h m r-lo li l- .d g n

CN103

S T

A T

O S

T A .5

O W

E R L

U T C

H A

N N

E L

75+00

-42

N 115,628.1

E 2,321,950.4

N 114,037.1

E 2,321,963.8

N 114,056.1

E 2,321,869.8

E N

A M

D R

A W

G C

O D

D R

A W

N B

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C H

E C

K E

D B

A W

A R

D D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

fiof Engineers

US Army Corps

G T

O N

N O

R T

H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C O

N T

R A

C T N

B N

H A

R G

R O

V E

M A

N N

J .H

A R

G R

O V

L .B

O W

L E

S -E

A R

L Y

W H

-0

-1

B R

U N

S W

K A

N D N

E W H

A N

O V

E R C

O U

N T

N O

R T

H C

A R

O L

A M

A R

Y O

C E

A N T

E R

A L S

U N

N Y P

M O

T S

G T

O N H

A R

B O

R M

-R

E R C

H A

N N

E L S

M A

T E

N A

N C

E D

R E

D G

W P

"38"

-42

N 111,608.6

E 2,321,107.9

N 112,119.2

E 2,321,577.7

N 110,340.4

E 2,321,334.9

OVERDEPTH

2’ ALLOWABLE

LINE (TYP)

CHANNEL PRISM

N 112,139.0

E 2,321,482.2

80+0085+00 50+0070+00 65+00 60+00 55+00

105+00 100+00 95+00

"s" aux.uscec 1976

NOTES

EXISTING AT THAT TIME.

DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS MADE ON THE

AVAILABLE AT THE TIME.

GAGE TIDAL VALUES FOR FINAL MAPPING AND QUANTITY CALCULATIONS IF RTK GPS IS UN-

FOR VERIFICATION OF RTK GPS TIDES. THE WILMINGTON DISTRICT WILL ONLY USE STAFF

USE OF TIDE VALUES FOR THIS GAGE ARE RESTRICTED TO QUALITY ASSURANCE PURPOSES

GPS REFERENCED TIDE GAGE LOCATED AT: KEG ISLAND CHANNEL.

HORIZONTAL POSITIONING EQUIPMENT AND 28 KHZ SOUNDING EQUIPMENT.

PROJECT SURVEYED 06 JUNE 2019 WITH DISTRICT VESSEL "SWART" USING RTK GPS

LOWER LOW WATER (M.L.L.W.) RELATIVE TO THE 1983-2001 TIDAL EPOCH.

SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO NOAA’S REPORTED MEAN

HORIZONTAL DATUM NAD 1983. VERTICAL DATUM MEAN LOWER LOW WATER (M.L.L.W.).

EASTING AND NORTHING COORDINATES ARE IN FEET.

NAVIGATION AIDS LOCATED WITH DISTRICT SURVEY VESSEL, ACCURACY PLUS / MINUS 3 METERS.

N 111,632.7

E 2,320,992.8

N 116,286.6

E 2,322,231.1

M A

T C

H L

E S

T A

CHANNEL

UPPER M

IDNIG

M A

T C

H L

E S

T A

E M

A T

C H

M A

T C

H L

E S

T A

E E S

H E

E T C

CENTERLINE OFFSET

CHANNEL PRISM LINE

CENTERLINE OFFSET

SEE SHEETS CN112 AND CN114.

MATERIAL DISPOSAL SITE. FOR LOCATION OF THE PLACEMENT AREA SEE SHEET GI01, FOR DETAILS

7. THE GOVERNMENT FURNISHED PLACEMENT AREA FOR DREDGED MATERIAL IS THE OCEAN DREDGED

LT.BUOY # 38 2321363 110440

"39"

108+24.57

S E

E S

H E

E T C

M A

T C

H L

-42

CHANNEL PRISM LINE

LEGEND

AREA TO BE DREDGED

200100

SCALE IN FEET

300200

SCALE: 1:2000

LT.BUOY # 39 2321805 115825

CENTERLINE

NAVIGATION AID

SOUNDING

CONTOUR

N 102,059.3

E 2,321,396.4

.4 -

.7 -

.4 -

N 110,351.5

E 2,321,217.1

N 110,340.4

E 2,321,334.9 N 109,289.2

E 2,321,079.1

N 107,939.0

E 2,321,104.9 N 107,348.1

E 2,321,392.1

N 107,346.6

E 2,321,313.5

N 106,266.0

E 2,321,273.6

N 106,534.8

E 2,320,807.6

N 106,537.2

E 2,320,932.7

.2 -

N 104,662.0

E 2,321,443.4

N 104,659.3

E 2,321,304.3 N 102,056.5

E 2,321,493.2

N 102,078.2

E 2,321,017.9

.4 -

.6 -

.5 -

.8 -

.7 -

.9 -

.1 -

.0 -

.5 -

.7 -

.2 -

.1 -

.0 -

.2 -

.0 -

.6 -

.4 -

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