H.08.01 FY22 Lower Wicomico River Dredging Plans.pdf

PDF 6 MB Posted Jul 18, 2022

Attached to: LOWER WICOMICO RIVER MAINTENANCE DREDGING Federal contract opportunity
Solicitation number: W912DR22B0018
Issued by: Department of the Army Corps of Engineers Engineering District Baltimore

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for a competitive invitation for bid to perform maintenance dredging of the lower half of the Wicomico River in Wicomico County, Maryland. Approximately 120,000 cubic yards of primarily silty material, with some pockets of sand, will be dredged to a depth of 14 feet plus one foot of allowable overdepth. Dredged material will be placed via pipeline up to 14 miles away at a wildlife management area. The pipeline will be placed atop an existing berm and use a diffuser to discharge material across approximately 70 acres in a manner that restores wetlands and increases migratory bird habitat. Other work includes constructing 20 tidal ditch plugs, planting vegetation over two growing seasons, and placing around 11,000 straw bales for containment. The project has a 100% small business set-aside and will be awarded by the U.S. Army Corps of Engineers, Baltimore District.

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Other files for this federal contract opportunity

Other files attached to LOWER WICOMICO RIVER MAINTENANCE DREDGING, newest first.
File	Type	Posted
C.04.01 Abstract of Bids W912DR22B0018 Lower Wicomico River Maintenance Dredging.pdf	PDF	Sep 1, 2022
eft form.pdf	PDF	Aug 26, 2022
certificate of corporate authority.pdf	PDF	Aug 26, 2022
SF LLL.pdf	PDF	Aug 26, 2022
B.08.02-Lower Wicomico Maintenance Dredging Amendment 0004 8.26.2022.pdf	PDF	Aug 26, 2022
B.08.02-Lower Wicomico Maintenance Dredging Amendment 0003 8.22.2022.pdf	PDF	Aug 22, 2022
B.08.03 22-WQC-0014 (Revised) 8.22.2022.pdf	PDF	Aug 22, 2022
Wicomico_22-WQC-0014 - with plans for signature.pdf	PDF	Aug 9, 2022
W912DR22B0018 Lower Wicomico River Maintenance Dredging Amendment 02 09 AUG22.pdf	PDF	Aug 9, 2022
B.08.02-Lower Wicomico Maintenance Dredging Amendment 0001 7.20.2022.pdf	PDF	Jul 20, 2022
H.08.04 FY22 Lower Wicomico River Dredging Specs.pdf	PDF	Jul 18, 2022
W912DR22B0018.pdf	PDF	Jul 18, 2022

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D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b y

S u b m it te d b

P lo t d at e:

l o t s c a l e s ig n f il e n o r a w in g c o d

C h ie f N a v

B r a n c

F il e n a m e

PLAN SHEET FILE: 5 MAP: 21-002 2

COVER SHEET FILE: 5 MAP: 21-001 1

WICOMICO RIVER STATION 39+900 TO 42+700 FILE: 5 MAP: 21-003 3

WICOMICO RIVER STATION 42+800 TO 45+300 FILE: 5 MAP: 21-004 4

WICOMICO RIVER STATION 45+400 TO 48+600 FILE: 5 MAP: 21-005 5

WICOMICO RIVER STATION 48+700 TO 53+000 FILE: 5 MAP: 21-006 6

WICOMICO RIVER STATION 53+100 TO 55+900 FILE: 5 MAP: 21-007 7

WICOMICO RIVER STATION 56+000 TO 60+300 FILE: 5 MAP: 21-008 8

F I L

A P

WICOMICO RIVER STATION 60+400 TO 64+100 FILE: 5 MAP: 21-009 9

WICOMICO RIVER STATION 64+200 TO 68+100 FILE: 5 MAP: 21-010 10

WICOMICO COUNTY, MARYLAND

O M

C O

U N

T Y

DEAL ISLAND PLACEMENT SITE FILE: 5 MAP: 21-012 12

Sheet 1 of

A P

R I L

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DEAL ISLAND PLACEMENT SITE - PIPELINE RIGHT OF WAY FILE: 5 MAP: 21-013 13

DEAL ISLAND PLACEMENT SITE - CONDITION SURVEY FILE: 5 MAP: 21-011 11

DIRECTOR, DEPT. OF NATURAL RESOURES

DEAL ISLAND PLACEMENT SITE - PLANTING PLAN FILE: 5 MAP: 21-014 14

J A

NO.

SHEETFILE & MAP

NO.

TITLE

INDEX OF DRAWINGS

MAINTENANCE DREDGING

WICOMICO RIVER

SUBMITTED:

RECOMMENDED:

APPROVED:

PROJECT MANAGER

CHIEF, OPERATIONS DIVISION

CHIEF, NAVIGATION BRANCH

REQUIRED BY ER 1110-1-8152.

THE SCOPE OF THEIR EMPLOYMENT AS

ON THESE PROJECT DOCUMENTS WITHIN

DESIGNATIONS OF INDIVIDUALS APPEAR

SIGNATURES AND REGISTRATION

CORPS OF ENGINEERS. THE INITIALS OR

BALTIMORE DISTRICT, U.S. ARMY

THIS PRODUCT WAS DESIGNED BY THE

CHIEF, NAVIGATION SECTION

RECOMMENDED:

V-101 number:

reference

Sheet

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D e s c r ip ti o n D a te

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M a r k

D e s c r ip ti o n

US Army Corps of Engineers

Baltimore District

A p p r

D a te

M D

M s ig n e d b y

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CENTERLINE FILE: CL042A8

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WICOMICO RIVER CHANNEL COORDINATES

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RIGHT SIDE

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EASTING NORTHING

LEFT SIDE

POINT

SEMI

POINT

HOLLAND

WHARF

MT. VERNON

WILDLIFE MANAGEMENT AREA

ELLIS BAY

WILDLIFE MANAGEMENT AREA

ELLIS BAY

WILDLIFE MANAGEMENT AREA

ELLIS BAY

BRUSH

SEMI

POINT

ISLAND

POINT

COMI

IVE

ELLIS BAY

BRUSH

H U

G H S

C R E E

ELLIS BAY WILDLIFE MANAGEMENT AREA

BRUSH

HOLLAND

POINT

VICTOR

POINT

BRUSH

HARBOR ROAD

DECK

PARKING

WEBSTER

COVE

BRUSH

OYSTER HOUSE

LANE

BRUSH

RENSHAW

WICOMICO RIVER

BRUSH

O N

LAN

R O

BRUSH

S H

E S

C R E

E K

DEEP

POINT

BRUSH

BRUSHBRUSH

CONC

WICOMICO RIVER

CHERRYBRIDGE CREEK

WHITEHAVEN FERRY ROAD

W H

R O

C H

U R

C H

S T

R E E T

WHITEHAVEN

FERRY

BRUSH

PARKING

BRUSH

EEK

BRUSH

GREEN

HILL

C R E E

BRUSH

WICOMICO RIVER

BRUSH

H A R C U

C R E E

BRUSH

WACOMICO RIVER

T E

R R

R A N C H

BRUSH

BOAT

RAMPS

POOL

E E

T N

A V

C R

D -1

E E

T N

A V

C R

D -2

STEELE DR.

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U T

W E

O X

U T

12.3

12.5

12.6

12.4

11.8

12.0

11.9

11.8

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11.5 11.6

11.8

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11.6

11.7

11.8

11.9

11.7

12.1

12.4

11.8

12.2

11.9

12.1

12.0

12.1

12.0

11.7

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12.0

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12.0 12.2

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11.8 12.3

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11.1

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11.8

12.8

11.8

11.6 11.7

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11.5

11.3

11.9

12.2

11.9

12.2

11.8

11.6

11.9

12.1

11.8

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11.8

12.3

12.1

12.0

12.1

11.7

12.0

11.6

11.7

12.2

12.1

11.5 9.49.59.89.910.210.19.89.4

9.2 9.9

9.6 9.5

9.3

12.0

12.1

12.0

11.9

10.910.410.010.210.3 10.811.6

11.1 10.810.9

10.6 10.2

9.810.5

11.9

11.8

11.6

9.5

8.7

8.6

8.3

7.0

7.7

7.3

8.2

7.4

6.7

8.9

10.7

11.3

11.6

12.2

11.9

12.1

10.3 10.7

11.8

11.7

11.8

12.1

12.0

11.5

12.2

11.8

12.0

11.7

11.9

11.7

11.9

12.1

11.8

12.1

12.1 12.0

11.4

11.7

12.1 12.5

12.4

11.9

12.0

12.1

11.6

11.2

11.5

11.3

11.8

11.5

12.0

11.8

11.6

11.4

11.010.210.29.610.210.5 10.8

11.8 10.810.7

10.6 10.110.7

6.7

7.5

6.8

8.6

5.2

7.8

5.3

5.24.9

7.2 5.0

4.6

5.7

8.0 5.2

5.4

5.0

5.3

5.6

5.0

6.4

6.5 8.4

8.3

6.2 8.4

8.2

5.6

6.2

5.7

6.3

7.5

5.6

5.9

6.0

6.4

6.3

8.3

6.0

8.7

6.4

8.8

6.4 7.7 8.2

6.8

6.9

6.5

6.3

6.2 6.7

6.7

6.3

6.2

6.5 6.3

6.2

6.5

5.8

5.7

5.6

6.05.96.05.9 6.0

6.3

6.4 6.3

6.2

6.76.9 6.3

8.6

6.9

8.8

8.6

8.7

6.0

8.7

7.2

6.2 8.2

6.3 7.0 8.5

6.8 6.7

6.7

6.6 7.9

6.0 5.8

7.7

5.7

7.4 7.8

6.0 6.4 5.9 7.6

5.8

7.3 7.4

6.3

6.5

6.0

5.95.5 5.77.3

6.78.0

7.0 7.87.8

7.7

6.56.7

6.4

5.9

6.2 6.4

8.0

5.9

7.7 7.7

5.5 5.2

7.0 6.6

5.2 5.8 7.5

5.8

5.7

5.9

6.0

7.3

5.7

6.9

6.5

6.7

8.6

6.7

9.0

6.7

8.5

6.9

9.0

6.5

8.6

8.5

6.9

6.5

6.9

8.5

6.6

7.2 9.0

7.0 7.3

7.2

6.8

8.4

6.8

7.9 7.3

8.2

8.3

6.9

7.3

6.2

6.7

6.6

6.5

8.5

6.6

6.4

8.4

6.5

6.3

6.2

8.3

6.4

8.4

6.5

6.6

6.5

6.3

6.0

7.2 6.37.0

7.9 6.46.3

7.46.36.37.6 6.36.6

8.2

7.0

6.2

6.4

8.3 7.8 6.0

6.27.4 6.0

7.7

5.8

4.5

4.6

4.5

5.8

5.6

5.5

5.3

5.6

5.3

5.5

5.4

5.3

5.0

4.6

4.7

4.5

5.4

5.5

5.9

5.5

5.2

5.6

6.3

6.0

6.3

5.8

5.5

5.3

5.2

4.8

5.2

5.6

6.2

5.9

5.6

5.2

5.4

5.5

5.6

5.4

5.9

5.2

5.9

5.8

5.4

5.3

5.0

4.9

5.0

5.3 5.8

5.6 5.5

5.6

5.6 5.5

5.9

5.7

5.8

5.7

5.3

5.0

4.8

4.9

4.6

4.4

4.3

4.7

5.2

5.6

6.3

5.6

5.7

5.6

5.6 5.9 5.7 5.9 5.4 5.7 5.3 5.4 5.4

4.9

5.05.05.25.4 5.25.45.85.85.95.76.0

6.4 6.3

6.0 6.2

6.5

6.4

6.2 6.3 5.9

6.3 6.0

6.6 6.4

6.2 6.46.2

6.3

5.8

6.4 6.2

6.4 6.3

6.3

6.4 6.6

6.0 6.2

7.0 6.06.36.9

6.56.6 6.76.4

6.46.36.2

6.4 6.3 6.4

6.4 6.5 6.3

6.6 6.4 5.9 6.4

6.3 6.06.0

6.76.26.5

6.46.46.3

6.2

6.2 6.5 6.5 6.6 6.7 6.6 6.4

6.36.46.77.06.46.56.6 6.46.36.6

6.6 6.6 6.0 6.4 6.4 6.6 7.0 6.8 6.8 6.7

6.76.66.96.76.56.4 6.46.96.5

6.7 6.9 7.0 6.9

7.6 7.0 6.8 6.8

6.6 7.07.07.57.97.47.46.56.4

6.3 6.8 7.2 7.7 7.9 6.6

6.4

6.9

7.7

7.8 8.06.36.2

6.0

6.9

8.2

7.6

6.5

2.6

3.4

3.8

5.0

4.4 3.5

3.9

3.5

2.9

3.8

4.2

3.5 10.7

4.0

4.5

4.6

4.3

4.6

4.5

4.4

4.8

4.0

4.3

3.7

3.5

2.9

3.0

3.4

3.6

2.9

3.3

3.9

3.6

3.5 4.4

3.8

4.7

5.7

4.9

5.9

4.9

6.7

5.2

5.8

5.7

4.5

5.6

5.9

5.8

6.3

6.4

7.2

6.8

5.6

4.6

4.8

5.9

5.6

3.7

6.5

7.0

6.0

4.3

2.8

3.7

4.4

5.6

2.8

3.0

2.5

2.6 3.5 3.3 3.7 3.0

2.6 2.0

C E

N T

E R

L I

N E

A R

A D

C E

N T

E R

L I

A D

C E

N T

E R

L I

A D

TYASKIN

W E

T I P

Q U I N

COUNTY

BOAT

RAMP

RYLES HILL

TYASKIN

WHARF

21865

T Y

A S

Quantico

Wharf

Wharf Wharf

Wharf

Parrotts Simms

Harcums

GREENHILL

YACHT &

COUNTRY

CLUB

G O L F

C L U B

F A

W A

G R E E

N H

R I V

E R

COUNTRY

CLUB

SOUTH

O M

VER

C O

O P

E R

R O

A D

DITCH

BANK

R O

A D

R O

A D

WETIPQUIN

COMMUNITY

CENTER

WETIPQUIN NECK

WETIPQUIN

N E

B O

W H I T

E H

A V

E N

R O

A D

Pirates

Wharf

HEAD OF CREEK

B R

O T

M A T T

R O

A D

WETIPQUIN

ROAD

O A

R O

Y A

R O

A D

WETIPQUIN

A D

WETIPQUIN

C R E E

N A

N T I C

O K

R O

A D

OSCAR

H U R L E

STEPHENFIELD

L A

N K F O

R D

D R

T y a s k i n

H o r n e r

G u t

W i l l i n g s

G u t

H a r c u m C r e e k

C u t m a p t i c o C r e e k

TYASKIN

CHURCH

DEEP

BRANCHT

Y A

S K I N

INSLEY

DRIVE

BIVALVE

LODGE

ROAD

R O

A D

MUDDY

HOLE

ROAD

C r

B R

O A

C R E E

E L L

B A

MUDDYH

U G

H S

CREEK

R O

A D

CEDAR

HILL

C H

U R C

JESTERVI

LLE

M U

D D

Y C

R E

E K

W E

T I P

Q U I N

R O

A D

J E

S T

E R

V I L

L E

R O

A D

ROAD

R D

Bay Point

Mollies Point

P K

W Y

T Y

A S

K I N

N A

N T I C

O K

P E

A R

S O

P L

NANTIC

OKE

D o n s o n

A l W h i t e

M a r s h

LIGHTHOUSE

GREAT SHOALS

RIV

TOP

4 30

DEEP

BRANCH

ROAD

S P

R Y

S P R

L A

R M

O R

R O

A D

LARM

ORE

R O

A D

HEAD

R O

A D

C A P

O L

H E

A D

O F

C R E E

ROAD

B R

O T T

M A T T

R O

A D

HEAD OF

THE CREEK

COXS

CORNER

NANTICOKE

ROAD

NANTI

COKE

R O

A D

DEEP

BRANCH

TRINITY

T R I N I T

C H

U R

C H

R O

A D

M U

D D

HOLE

ROAD MUDDY

HOLE

ROAD

C L

A R

O A

C L

A R

R O

A D

C L

A R

O A

CLARA

STEELE

Landing

Road

New

MEZIC

ROAD

W H I T

E H

A V

E N

WHITEHAVEN

LOCUST C

I N

D E

RIVER

C H

U R

C H

T O

L L

Ferry

Point

Deep

C O

U N

T Y

C O

U N

T Y

C O

R I V E

MARTINS

CORNER

GREEN

HILL

H E

A D

CREEK

R O

A D

G R E E

W H I T

E H

A V

E N

R O

A D

WHIT

EHAVEN

ROAD

SENKBIE

ROAD

GREEN

HILL

CHURCH

(1733)

VER

W I C

O M I C

Collins

Wharf

PEA

HILL

C O

L L I N

S W

H A

R F

R O

A D

Y A

C H

C L

U B

R O

A D

R E

D D

E N

F E

R R

R O

A D

G R

E E

H I L

C H

U R C

R O

A D

E R

Widgeon Wharf

HITEHAVEN DUNKER

HILL

F E

R R

ROAD

POLKS

ROAD

L A

N K

F O

R D

ROAD

R E

A D I N

F E

R R

R O

A D

POLK

ROAD

B O B T

O W

R O

A D

R O

A D

H A

N D

MISSION

H A R R

O N

Wharf

N O B L E

F A R

F A

R M

N O B L E

W I C

O M I C

S O

M E

R S E T

C O

U N

T Y

C O

U N

T Y

TRINITY

COLLIN

HARF

ROAD

W A L

N U T

T R E E

R O

A D

O W S

W I

POLKS

ROAD

N E

W R

O A

Polk

Landing

R O

A D

N E

W. RIDGE

RID

G E

R O

A D

G E

R O

A D

R O

A D

VERNON

ROAD

P I N

LANDFILL

F I T

Z B

O U

N D

WIDGEON

M T

V E

R N

O N

R O

A D

J A

M E S

FACTORY

JASON

R O

A D

L A

N D

R O

A D 362

GAME

MT.

VERNON

ROAD

F I R

E H

O U

S E

R D

MT.

VERNON ROAD

MT.

VERNON

BOR

M A S O N

W E B

STER

O A

P I N

E B

E A

C H

C A L

O R

Mt.

Vernon

Beach

Holland

Point

Victor

Point

Semi

Point

Island

Point

Wingate

Point

Monie

Point

M T

VERNON

R O

A D

Nail

Point

MONIE

CREEK

M O N I E B A Y

Bay

Sob

Point

L I T

T L

E MONIE

D R

A W

B R I D

G E

R O

A D

DRAWBRIDGE

R O

A D

M O N I E

N E C K

B L

A C

G E

R O

A D

ROBYN

C R E

E K

ELLIS BAY

WILDLIFE MANAGEMENT AREA

WHITEHAVEN

FERRY

DEAL

ISLAND

CAPITOLA

C A P

O L

CAPITOLA

D O

R S

E Y

R O

O Y

S T E

R H

O U

S E

P R

T L

R E

N S

H A

W R

O A

RENSHAW

R D

S T

E A

M B

O A

T W

H A

R F

R D

Cr ee k

P e a H i l l

G u t

Johnso n

C re ek

D e e p Br nc a h

C r e e k s o n a J

C O

O L E

O M

S O

M E R S E T

MUDDY

H O

L E

CREEK

V E S E L

R O

A D

R D

S T

L N

L A

N E

H I L

CHURCH

ROAD

COUNTY

C O

O L

E Y

R O

A D

C O

O P E R

R O

A D

COOPER RD

C R E E

K V

W A

ROAD

CREEK

E B

B Y

ERMERE DR

R I V

E R

M E

R E

L N

ROAD

G r e e n

H i l l

C r e e k

M u d d y H o l e

M a r s h

H u g h C r e e k

W e b s t e r C o v e

V I

C T

O R

C R

E E

G u t

B e t h s

G u t

M o n i e M a r s h

M C I N

T Y

R E

C r e e k

H a r p e r

M o n i e

C r e e k

M o n i e

Mt. Vernon

W a i k i

C r

C R E E

Y B R I D

G E

S t o n e

C r e e k

K e n n y

M a r s h

L i n e

C r e e k

C o l l i n s

B a c k

C r e e k

ROAD

L A

N E

ICOMIC

BLUE

H E R O N

WAY

C O

G T

O N

A L L A

L A

N E

9 10

P L

A N

S H

E E

F I L

A P

O M

C O

U N

T Y

Sheet 2 of

A P

R I L

F il e n a m e

M D

J A

A W

PLACEMENT SITE IS 23,321.16 FEET.

APPROXIMATE DISTANCE TO

4000 FEET20002000 0

0.5 0

0.5 1 MILE

1 1 2 KILOMETERS

NORTH

SCALE

HUGHS CREEK

B E A C

R O

A D

ROAD

C L

A D

RIVER

STREET

SHIP

RUINS

STONE CREEK

WICOMICO CREEK

N E

O M

E R

P E

G U T

CUTMAPTICO C

REEK

G O

C A R T

P A T H

M O O

E E

US Army Corps of Engineers

Baltimore District

A p p r

D a te

D e s c r ip ti o n M a r k

A p p r

D a te

D e s c r ip ti o n

M a r k

J A

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

B A

L T

R E

T R

R Y

L A

N D

M A

E N

A N

C E

D R

E D

O M

E R number:

reference

Sheet

V-102 number:

reference

Sheet

M a r k

2 3 4 5

Baltimore District

C h ie f N a v B r a n c h

N 202,000

N 202,500

N 203,000

N 203,500

N 204,000

N 204,500

N 205,000

N 202,000

N 202,500

N 203,000

N 203,500

N 204,000

N 204,500

N 205,000

MATCHLINE FOR SHEET 4

S T

A T

I O

O M

E R

M A

R Y

L A

N D

V-103

0 100 100 200FT

SCALE IN FEET

THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,

AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR

TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS

FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.

THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY

FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE

OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES

AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.

CONTRACTOR NOTE

O M

E R

D r a w in g c o d o t d a t o t s c a l t e

D e s ig n f il e n v

D e s ig n e d b y

C k d b y

D w n b y

R e v ie w e d b y

S u b m it te d b y

O M

C O

U N

T Y

Sheet 3 of

M A

E N

A N

C E

D R

E D

G F

I L

VERTICAL DATUM

MLW = 0.13

MHW = 2.37

0.00 ft=MLLW

NAVD88 = 1.42

042 WCC 02 4.16'

042 WCC 01 4.01'

WEB 3 6.10'

BENCHMARK MLLW

BENCH MARK ELEV. IS 6.10' ABOVE MLLW FOR THE '83-'01 TIDAL EPOCH. COMPUTED USING GEOID18.

FROM ANOTHER CORNER OF SAID BULKHEAD.

FROM A UTILITY POLE NO. 198T4017888905, 45.45 FT. SW FROM CORNER OF BULKHEAD AND 138.25 FT.

GO DIAGONALLY STOPPING NEAR THE CORNER OF THE BULKHEAD. MONUMENT "WEB 3" IS LEFT, 2.75 FT. N

RD. BEAR LEFT 1.8 MILES TO DORSEY RD., TURN RIGHT, GO 0.2 MILES, TURN LEFT INTO PARKING AREA, WESTERLY ON MD. RTE. 362, 4.9 MILES, BEAR LEFT, STILL RTE. 362 FOR 1.5 MILES TO A FORK IN

FROM MD. RTE. 362 AT U.S. HWY 13, AT THE TOWN OF PRINCESS ANNE, SOMERSET COUNTY, MD., GO

TIDAL BENCH MARK IS BENCH MARK WEB 3. BENCH MARK IS A STANDARD DISK STAMPED "WEB 3 1975".

F il e n a m e :M

D M

TIDAL BENCH MARK

US Army Corps of Engineers

A p p r

D a te

D e s c r ip ti o n M a r k

A p p r

D a te

D e s c r ip ti o n

A W

P J A

A R

M Y

C O

R P

S O

F E

N G

I N

E E

T I M

O R

E D

I S

T R

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: M.L.L.W., FOR THE '83 TO '01 TIDAL EPOCH.

4. HORIZONTAL DATUM: NORTH AMERICAN 1983 DATUM, MARYLAND

5. SOUNDINGS WERE OBTAINED USING A TRIMBLE GLOBAL

6. PROJECT DEPTH: 14 FEET.

7. CHANNEL WIDTH IS 150 FEET.

NOTES:

POSITIONING SYSTEM AND AN ODOM DEPTH SOUNDER.

AUGUST 2020.

8. SURVEYED 23, 28, 29, & 30 JULY AND 11, 12, 13, 18, 19, 20 & 25

STATE PLANE (1900) COORDINATE SYSTEM.

DEPTH < 14.00 FEET

LEGEND

DEPTH 14.00 - 14.99 FEET

DEPTH 15.00 - 15.99 FEET

WITH A 1 FOOT ALLOWABLE OVERDEPTH.

AREA TO BE DREDGED TO 14 FEET M.L.L.W.

DEPTH => 16.00 FEET

A13 1635386.65 202233.19

A12 1636085.20 203431.90

A11 1636222.40 203952.30

A10 1636176.80 207630.80

A9 1636843.40 208676.70

A8 1640340.38 210766.55

A7 1640417.31 210637.82

A6 1637150.20 208685.30

A5 1636825.90 208370.30

A4 1636476.60 207822.10

A3 1636330.80 207310.40

A2 1636376.40 203633.50

A1 1635516.29 202157.64

POINT NORTHING EASTING

DREDGE AREA COORDINATES

A P

R I L

A11

A12

A13

STATION 40+000

STATION 41+000

STATION 42+000

START OF DREDGING - STATION 39+800

RBN #10

GCB #9

0.00 100.00 200.00 300.00 400.00 500.00 600.000.00

0.00

5.00

10.00

15.00

20.00

0.00

5.00

10.00

15.00

20.00

Station 41+200

Typical Cross Section

Distance in feet from start of line.

D e p th i n f e e t b e lo w M

.L .L

14' Template

15' Template

16' Template

Sheet

2 3 4 5

Baltimore District

C h ie f N a v B r a n c h

N 205,000

N 205,500

N 206,000

N 206,500

N 207,000

N 207,500

N 207,000

N 206,500

N 206,000

N 205,500

N 205,000

0 100 100 200FT

SCALE IN FEET

M A

R Y

L A

N D

O M

E R

MATCHLINE FOR SHEET 3

S T

A T

I O

MATCHLINE FOR SHEET 5

V-104