FY19_Green_Bay_MD_Certified_Final_RTA.pdf

PDF 7 MB Posted May 18, 2019

Attached to: FY19 Green Bay Harbor Maintenance Dredging
Solicitation number: W911XK19B0014
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

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Bid_Abstract_W911XK19B0014.pdf	PDF	Jun 21, 2019
FY19_Green_Bay_MD_01_99_90_Attachments.pdf	PDF	Jun 19, 2019
W911XK19B0014.pdf	PDF	May 18, 2019
FY19_Gren_Bay_MD_Certified_Final_Specifications.pdf	PDF	May 18, 2019

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LIGHTHOUSE

LONG TAIL POINT

FEDERAL CHANNEL LIMITS

PLACEMENT AREA

DREDGED MATERIAL

GOVERNMENT-FURNISHED

CONSTRUCTION

BARRIER

REQUIRED

OPTION 2 DREDGE AREAS

REQUIRED, OPTION 1, AND

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G-001

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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R of Engineers

US Army Corps

WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH

PHILLIP C. ROSS P.E., CHIEF ENGINEERING & CONSTRUCTION OFFICE

MARIE STRUM P.E., CHIEF ENGINEERING & TECHNICAL SERVICES

REQUIRED BY ER 1110-1-8152

PROJECTS DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND

THE PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF THE U.S.

T R

DETROIT DISTRICT

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W911XK19B0014

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FY19 MAINTENANCE DREDGING

GREEN BAY HARBOR

GREEN BAY, WI

BROWN COUNTY

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LOCATION MAP

MINNESOTA

DULUTH

MICHIGAN

LAKE SUPERIOR

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LAKE HURON

GEORGIAN

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0 25 75 10050

SCALE OF MILES

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TIM SMITH P.E., CHIEF GEOTECH & STRUCTURES BRANCH

R O

S S

M A

09MAY2019

CERTIFIED FINAL - READY TO ADVERTISE

TINA P. KOWITZ /S/ ACTING FOR

WILLIAM D. MERTE /S/

PHILLIP C. ROSS /S/

ESTHER M. JOHNSON /S/ ACTING FOR

GRID SPACE DETAIL IS LOCATED

SHEET ID, DETAIL IS ON

DETAIL CALL OUT

NOTES SPECIFIC TO THIS TITLE

SHEET ID THE DETAIL OR SECTION IS BEING CALLED FROM

LOCATION ON THE GRID THE TITLE ITEM IS

TEXT SCALE

TITLE OF DETAIL, PLAN OR SECTION

GRAPHIC SCALE

NORTH ARROW OF TITLE ITEM

PAPER NORTH

TRUE NORTH

GRID SPACE SECTION IS LOCATED

SHEET ID, SECTION IS ON SECTION CALL OUT

DIRECTION OF SECTION CUT

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NOTE:

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GENERAL NOTES

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ALL ITEMS ARE EXISTING UNLESS MARKED REQUIRED.10.

KEWAUNEE SUBOFFICE.

CONTROLS WILL BE PROVIDED BY THE LAKE MICHIGAN AREA OFFICE,

UPON REQUEST DETAILED DESCRIPTION OF BENCHMARKS AND HORIZONTAL 9.

NOTED.

INTERNATIONAL GREAT LAKES DATUM, 1985 (IGLD85) UNLESS OTHERWISE

DATUM, 577.5 FEET ABOVE MEAN WATER LEVEL AT RIMOUSKI, QUEBEC

SOUNDINGS, DEPTHS, AND ELEVATIONS ARE REFERENCED TO LOW WATER 8.

TIME.

BE CONSIDERD AS INDICATING THE GENERAL CONDITIONS EXISTING AT THE

THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY

THE EXISTING INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS 7.

OPERATIONS IN SUCH THAT THOSE UTILITIES WILL NOT BE DISTURBED.

LOCATE ALL UTILITIES PRIOR TO STARTING WORK AND CONDUCT 6.

BY THE GOVERNMENT.

TO MECHANICAL MEANS PRIOR TO BARRIER COMPLETION AND ACCEPTANCE

ACCEPTANCE OF BARRIER CONSTRUCTION. PLACEMENT METHOD IS LIMITED

UNRESTRICTED FOR PLACEMENT OCCURING AFTER COMPLETION AND

DREDGE METHOD IS UNRESTRICTED. PLACEMENT METHOD IS 5.

LOCATION OF DREDGED MATERIAL.

CONTRACTOR SHALL COORDINATE WITH THE COR FOR FINAL PLACEMENT

EAST CELL UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.

ALL DREDGED MATERIAL SHALL BE PLACED AT THE CAT ISLAND DMPS IN THE 4.

WITHIN THE UPSTREAM AND DOWNSTREAM LIMITS SHOWN.

CONTOURS RESULTING FROM THE PRIOR TO DREDGING SOUNDINGS TAKEN

AREAS WILL BE REVISED TO CONFORM TO THE NEW 26 FOOT DEPTH

SURVEYS HEREIN. THE REQUIRED AND OPTION MAINTENANCE DREDGING

26 FOOT DEPTH CONTOURS RESULTING FROM THE HYDROGRAPHIC

THE REQUIRED AND OPTION MAINTENANCE DREDGING IS BASED UPON THE 3.

OPTION 2.

DREDGING UNDER THIS CONTRACT IS MARKED REQUIRED, OPTION 1, AND 2.

PLACEMENT OF MATERIAL WITHIN THE EAST CELL.

DREDGED MATERIAL PLACEMENT SITE, MAINTENANCE DREDGING, AND

CONSTRUCTION OF A BARRIER IN THE EAST CELL OF THE CAT ISLAND

THE SCOPE OF THE PROJECT INCLUDES, BUT IS NOT LIMITED TO, THE 1.

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CONTRACTING OFFICER REPRESENTATIVECOR

REQUIREDREQ'D

PLACEMENT STATIONPS

ORDINARY LOW WATER MARKOLWM

ORDINARY HIGH WATER MARKOHWM

NOT TO SCALENTS

NATIONAL GEODETIC VERTICAL DATUMNGVD

MISCELLANEOUSMISC

MINIMUMMIN

MATERIALMAT'L

LOW WATER DATUMLWD

INTERNATIONAL GREAT LAKES DATUMIGLD

INCHESIN

GOVERNMENTGOVT

GOVERNMENT FURNISHED PROPERTYGFP

FOOTFT

EXISTINGEXIST

ELEVATIONELEV

EACHEA

DREDGED MATERIAL PLACEMENT SITEDMPS

CUBIC YARDCY

CHANNEL STATIONC.S.

CENTERLINEC/L

APPROXIMATEAPPROX

STANDARD ABBREVIATIONS

REQ'D MAT'L TO BE DREDGED

REQ'D PAY PRISM LINE

EXISTING BOTTOM

PAY OVERDEPTH PRISM

1.0 FT. ALLOWABLE

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GRANT LIMITS

LAKE BED

WEST CELL (WI)

CAT ISLAND

CENTRAL CELL (CI)

CAT ISLAND

EAST CELL (EI)

CAT ISLAND

E 2488107.29

N 270846.32

STA. 30+13

E 2487364.71

N 1667.91

STA. 23+52

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N 272530.99

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C O T T A G E

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2490290.08272450.0012

2490280.23272849.79

271570.1910

2490921.49

2490489.29

2489945.42272087.9211

279577.0517

2485337.97

2485323.41

2485709.77280393.4318

2488880.96272815.33

277910.41

278636.6716

2485646.05

271270.94

2485122.06279587.96

278591.39

277786.204

2485143.11

EastNorthPoint

2485489.44280398.21

2488103.07270801.637

2490797.23270888.34

277197.035

2485450.40

2484522.42

2486516.22272429.536

LAKEBED GRANT COORDINATES

MARINE ACCESS

LAND ACCESS

CAT ISLAND DMPS EXISTING CONDITIONS AERIAL VIEW

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0 12000'6000'

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CERTIFIED FINAL - READY TO ADVERTISE

SURROUNDING AREAS IN APRIL 2017.

AERIAL PHOTOGRAPHY SHOWS THE CONDITIONS OF CAT ISLAND DMPS AND 3.

DEGRADATION OF RAMPS AND ROADWAYS.

ALL EQUIPMENT SHALL BE OPERATED AT SPEEDS THAT PREVENT 2.

COORDINATE LAND ACCESS VIA BAYSHORE DRIVE WITH THE COR.

WORK UNDER THIS CONTRACT WILL BE RESTRICTED TO THE EAST CELL. 1.

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E I

E: 2488425.811)

N: 270897.559

(ALIGN BARRIER CENTERLINE WITH

CONNECTION TO EXISTING BERM

REQUIRED BARRIER

E: 2487664.560)

N: 271775.286

(ALIGN BARRIER CENTERLINE WITH

CONNECTION TO EXISTING BERM

REQUIRED BARRIER

EXISTING BERMS

EXISTING ISLAND

EXISTING BERMS

EXISTING BARRIER

SURVEYS ENCLOSED. SEE NOTE 2.

SOUNDINGS FROM 16 APRIL 2019

(SEE NOTE 5)

OFFLOAD PLATFORM

EXISTING

(SEE NOTE 7)

REQUIRED BARRIER

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GENERAL SHEET NOTES

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CERTIFIED FINAL - READY TO ADVERTISE

ENVIRONMENTAL WINDOWS.

TEMPORARY ENVIRONMENTAL CONTROLS FOR REAL ESTATE ACCESS &

SEE SPEFICITATION SECTIONS 01 10 10 REAL ESTATE AND 01 57 19 9.

INVESTIGATION AND DETERMINATION OF EXISTING CONDITIONS.

LOADS OR PERSONNEL IS UNKNOWN. CONTRACTOR WILL MAKE ITS OWN

ABILITY OF MATERIAL WITHIN THE PLACEMENT SITE TO HANDLE EQUIPMENT 8.

REQUIREMENTS OF REQUIRED BARRIER MATERIALS AND EXECUTION.

SEE SPECIFICATION SECTIONS 31 36 00 AND 35 31 19 FOR DETAILED 7.

"COORDINATION WITH OTHERS."

MAY BE REQUIRED. SEE SPECIFICATION SECTION 01 35 13 PARAGRAPH

COORDINATION WITH OTHER GOVERNMENT CONTRACTORS AND SITE USERS 6.

FOOT.

LOADS ON OFFLOADING PLATFORM WILL NOT EXCEED 500 LBS PER SQUARE 5.

BARRIER.

REQUIRED BARRIER CANNOT EXCEED 1 FOOT BELOW THE TOP OF THE

TOP SURFACE OF DREDGED MATERIAL ALLOWED TO SETTLE AGAINST THE 4.

DREDGED MATERIAL.

SHALL COORDINATE WITH THE COR FOR FINAL PLACEMENT LOCATION OF

EAST CELL UNLESS OTHERWISE DIRECTED BY THE COR. CONTRACTOR

ALL DREDGED MATERIAL SHALL BE PLACED AT THE CAT ISLAND DMPS IN THE 3.

BASED ON FEBRUARY AND OCTOBER 2010 SURVEYS.

ARE BASED ON SURVEYS PERFORMED ON 16 APRIL 2019. ALL OTHERS ARE

SOUNDINGS AND ELEVATIONS IN THE VICINITY OF THE REQUIRED BARRIER 2.

SURVEY FEET.

ZONE (4802), LAMBERT TWO, 1983 NORTHAMERICAN DATUM (NAD83), US

GEODETIC SURVEY PROJECTION TABLES, STATE OF WISCONSIN, CENTRAL

THE HORIZONTAL COORDINATES SHOWN ARE BASED ON THE NATIONAL 1.

CG301

EXISTING GRAVEL

12'-0" 9'-0"

5'-0"

1'-0"

7'-0"

12'

POST (SEE NOTE 6)

REQUIRED WARNING

ABUT TO TOE OF EXISTING BERM

GFP FABRIC LINED WIRE MESH GABION

(SEE NOTE 4)

REQUIRED 16" - 32" ARMOR STONE

(SEE NOTE 5)

REQUIRED 2" - 12" COBBLE STONE

(SEE NOTE 5)

REQUIRED 2" - 12" COBBLE STONE

(SEE NOTE 4)

REQUIRED 16" - 32" ARMOR STONE

(SEE NOTE 5)

GFP FABRIC LINED WIRE MESH GABION

(SEE NOTE 5)

GFP FABRIC LINED WIRE MESH GABION

LAYER THICKNESS VARIES

(SEE NOTE 4);

REQUIRED 6" MAX. BEDDING STONE

S O

A T

N N

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 O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg12:38:53 PM 5/9/2019

O J E

C T N

U M

B E

E N

A M

A N

T R

M I

A N A

V E

X K

F Y M

T E

N A

N C

E D

R E

D G

G R

E E

N B

A Y H

A R

B O

G R

E E

N B

A Y

W I

B R

O W

N C

O U

N T

C R

O S

S S

E C

N S

R E

Q U

E D B

A R

M A

S T

E R

T O

M A

L B

U R

C A

T I S

L A

N D E

A S

T C

E L L

D E

T R

REQUIRED BARRIER

EXISTING BERM CROSS SECTION WITH REQUIRED BARRIER CONNECTION

NTS

REQUIRED BARRIER CROSS SECTION NEAR EXISTING BERMS

SCALE; 1" = 3'

REQUIRED BARRIER AND BEDDING CROSS SECTION (TYPICAL)

SCALE: 1" = 3'

+ 8.0 LWD

EXISTING CORE STONE

ARMOR STONE

EXISTING

ARMOR STONE

EXISTING

G B F

M D

G .d g n

CG101

CG301

CG101

M E

R T

SPECIFICATION SECTION 31 36 00 PARAGRAPH "WARNING POSTS."

EVERY 100 FEET INSTALL WARNING POSTS MEETING REQUIREMENTS OF 6.

FILL REQUIREMENTS.

INSTALLED FABRIC-LINED WIRE MESH FABRIC GABION AND COBBLESTONE

SEE SECTION 31 36 00 FOR GOVERNMENT FURNISHED CONTRACTOR 5.

REQUIREMENTS.

SEE SPECIFICATIONS SECTION 35 31 19 FOR ARMOR AND BEDDING STONE 4.

SURVEY PROVIDED AND CALLED OUT ON SHEET V-101.

LAKE BED ELEVATIONS ARE BASED ON SURVEYS PERFORMED IN APRIL 2019. 3.

WILL ENSURE STONE SLOPES NO STEEPER THAN 2H:1V.

REQUIRED ARMOR STONE TO THE REQUIRED BARRIER IN A FASHION THAT

LEG ON EITHER SIDE OF THE CELL. CONSTRUCT THE TRANSITION OF THE

USED TO CONNECT THE REQUIRED BARRIER TO THE EXISTING EAST CELL

TOE ON EXISTING EAST CELL LEGS. THE REQUIRED ARMOR STONE SHALL BE

THE REQUIRED BARRIER SHALL EXTEND TO THE EXISTING ARMOR STONE 2.

SYMMETRICAL ABOUT THE VERTICAL CENTERLINE.

ALL REQUIRED AND EXISTING CROSS SECTION DIMENSIONS ARE 1.

GENERAL SHEET NOTES

R O

S S

M A

CERTIFIED FINAL - READY TO ADVERTISE

(VARIES -1.5' TO -5.0' LWD)

APPROX. LAKE BED

REQUIRED + 4.7' LWD

SHOWN FOR CLARITY)

BEDDING STONE NOT

(VARIES -1.5' TO -5.0' LWD,

APPROX. LAKE BED

REQUIRED + 4.7' LWD

SHOWN FOR CLARITY)

BEDDING STONE NOT

(VARIES -1.5' TO -5.0' LWD,

APPROX. LAKE BED

REQUIRED + 4.7' LWD

CG301

A T

N N

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 O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

20.2 20.4

20.8 21.4 21.8 22.1 22.4 22.5

22.5 22.6 22.6

22.6 22.7

22.8 22.8 23.0

23.1 23.5 24.0 24.5 24.8 25.4 25.9 26.5 26.9 27.4

27.5 27.6 28.0

27.8 27.1 26.4

26.2 25.4 24.9 24.2 23.8 23.3 23.0 22.7 22.4 22.5 22.4 22.3

22.2 22.1

22.1

22.0 21.9

21.7

21.6 21.4 20.9 20.6 20.4 20.1

20.2 20.5 20.9 21.2 21.6 21.8 21.9 21.9 22.0

22.1 22.1 22.2 22.2 22.3 22.4 22.5 22.8 22.9

23.1 23.7 24.4 24.9 25.4 26.0 26.3 26.8 27.6 27.8

28.0 27.5

27.6 27.2 26.6 26.3 25.5 25.0 24.6 24.3 23.9 23.4 23.0

22.7 22.8 22.3

22.6

22.6 22.5

22.5

22.4

22.3 22.0 21.6 21.1 20.8 20.6 20.5

20.4 20.5

20.7 20.9 21.2 21.6 21.9 22.1 22.3

22.4

22.5 22.6 22.5 22.6 22.6 22.7 22.8 23.0 23.2 23.5 23.8 24.3 24.6 25.1 25.6 26.4 26.7 27.4 27.6 27.5 27.9 28.0 27.9 27.7

26.8 26.4 26.2 25.8 25.0 24.3 23.9 23.1 22.9

22.6

22.5 22.3 22.3 22.2

22.1 22.1

22.0 21.9 21.9 21.8 21.7 21.5 21.2 20.8 20.5 20.4 20.1

20.9 21.0 21.2 21.3

21.4 21.4 21.7

21.6 21.8

21.8

22.0 22.0

22.1

22.2

22.4 22.5 22.7 22.7 23.3 23.7 24.3 24.8 25.6 26.0 26.3 26.8 27.4 27.7 27.9 27.9 27.7 27.6 27.0 26.6 26.0 25.4 24.8 24.5 24.1 23.8 23.3 23.1 22.8 22.7 22.6 22.6 22.5 22.3 22.5 22.4

22.4 22.3

22.2 22.1 21.8 21.5 21.1 20.9 20.6

20.4 20.5

20.7 20.9 21.1 21.4 21.7 21.9 22.1

22.3 22.4 22.4

22.4

22.5

22.6 22.7 22.8 23.0 23.2 23.6 24.1 24.3 24.8 25.3 25.9 26.5 27.1 27.6 27.8 27.7

27.8

27.7 27.5 27.0 26.5 25.9 25.1 24.6 23.9 23.5 23.1 22.8 22.5

22.4 22.3

22.2 22.1

22.1 22.0 22.0 21.9

21.8

21.7 21.5 21.3 21.2 21.1

20.9 20.1 20.2 20.4 20.6 20.8 21.1 21.3 21.6 21.7

21.8 21.9 22.0 22.0 22.1 22.1 22.2

22.2 22.3 22.5 22.7 22.9 23.1 23.4 24.0 24.6 25.0 25.8 26.4 26.7 27.1

27.6 28.1 27.6

27.9 27.6 27.0 26.4 26.0 25.3 24.8 24.4 24.0 23.6 23.2 23.0 22.8

22.5 22.6 22.5

22.4 22.4 22.4 22.3 22.2

22.2

22.1 21.8 21.5 21.3 21.0 20.8

20.6 20.7

21.1 21.2 21.5 21.8 21.9 22.1 22.2

22.2 22.2 22.2

22.3

22.4 22.6 22.6 22.9 23.1 23.4 23.9 24.3 24.7 25.1 25.6 26.3 26.7 27.4 27.9

28.0 28.1 28.1 27.7 27.4 26.7 26.0 25.6 25.2 24.6 24.0 23.4 23.0 22.8 22.6 22.4 22.2 22.1 22.1 21.9 21.9

21.8

21.8 21.7

21.6 21.4 21.4 21.1 20.7

20.6 20.4

20.2 20.1

20.3 20.5 20.8 20.6 21.1 21.2 21.4 21.6

21.7 21.7 21.8

21.9 22.1 22.1 22.2 22.3 22.4 22.6 22.8 23.1 23.6 23.9 24.7 25.2 25.6 25.9 26.6 27.5 27.7

27.9

27.9 27.4 26.7 26.2 25.6 25.0 24.4 24.0 23.6 23.2 22.9 22.7 22.6 22.4

22.3 22.3

22.2 22.2

22.1

21.9

21.8 21.6 21.4 21.0

20.9 20.7 20.6

20.7 20.8 20.9 21.0 21.3 21.6 21.8 22.0

22.1

22.2

22.3 22.3 22.4 22.5 22.6 22.7 22.9 23.3 23.5 23.9 24.4 24.9 25.5 26.0 26.5 27.2 27.8 28.2 27.9 28.3 28.5 28.1 27.7 27.0 26.4 25.9 25.6 25.1 24.4 23.7 23.2 22.9 22.7 22.5 22.3 22.2

22.1 22.1 22.0 21.8 21.7

21.6 21.6 21.5 21.4 21.1 20.6

20.7 20.5

20.3 20.2

20.3 20.4

20.8 21.0 21.2 21.4 21.5 21.6 21.6 21.6 21.8 21.9 22.0 22.1 22.1 22.3 22.4 22.6 22.8 22.9 23.3 23.8 24.4 25.0 25.5 25.7 26.2 26.6 27.1 27.8

28.0 28.0 28.0 28.0 27.5 27.0 26.3 25.8 25.1 24.5 23.9 23.4 23.2 22.9 22.5 22.3

22.4

22.3 22.3

22.2

22.1 22.1 21.9 21.8 21.6 21.2 21.0 20.7

20.6 20.6

20.7 20.9 21.1 21.3 21.6 21.7

21.9 22.0

22.1

22.1 22.2

22.2 22.3

22.4 22.5 22.7 22.9 23.1 23.4 23.9 24.3 24.9 25.4 26.1 26.6 27.2 27.9 28.2 28.1

28.2 27.8 27.4 26.9 26.5 25.9

25.6 25.0 24.5 23.7 23.3 23.0 22.8 22.6 22.3

22.2 22.1 22.0 21.9 21.8

21.7 21.6 21.4

21.1

21.1 20.9

20.5 20.4

20.2

20.1 20.1

20.3 20.5 20.8 21.0 21.2 21.5 21.6 21.7 21.7 21.8

21.9 21.9 22.0 21.9 22.2 22.3 22.4 22.6 22.8

23.1 23.7 24.3 24.8 25.4 25.7 26.1 26.5 27.0 27.6 27.8 27.9

27.9

27.5

27.2 26.6 26.1 25.4 24.9 24.3 23.9 23.6 23.2 22.8 22.6 22.5 22.4 22.3

22.2 22.1

22.1 22.1 22.1 21.9

21.8 21.6 21.3 20.9 20.8 20.6 20.5

19.9

19.6 19.6

19.9 20.0

19.9

365+00360+00355+00 370+00 375+00

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg12:39:06 PM 5/9/2019

O J E

C T N

U M

B E

E N

A M

A N

T R

M I

A N A

V E

X K

F Y M

T E

N A

N C

E D

R E

D G

G R

E E

N B

A Y H

A R

B O

G R

E E

N B

A Y

W I

B R

O W

N C

O U

N T

G B F

M D

N .d g n

D E

T R

CN101

100' 200'0SCALE: 1" = 100'

AREA TO 26 FT BELOW LWD

REQUIRED MAINTENANCE DREDGING

A T

C H

E S

H E

E T C

REQUIRED DREDGE AREA PLAN VIEW

M A

S T

E R

T O

M A

L B

U R

R E

Q U

E D D

R E

D G

E A

R E

FULL WIDTH TO 26 BELOW LWD

UPSTREAM LIMIT REQUIRED DREDGING

LEGEND

GENERAL SHEET NOTES

CG101

CN101

CN102

CN103

CHANNEL LIMITS

M E

R T

0 12000'6000'

P L

A N V

FLOW

WITHIN THE UPSTREAM AND DOWNSTREAM LIMITS SHOWN.

CONTOUR OBTAINED FROM THE PRIOR TO DREDGING SOUNDINGS TAKEN

AREAS WILL BE REVISED TO CONFORM TO THE NEW 26.0 FOOT DEPTH

HEREINBEFORE. THE REQUIRED AND OPTION MAINTENANCE DREDGING

FOOT DEPTH CONTOURS RESULTING FROM THE SURVEYS INDICATED

THE REQUIRED AND OPTION MAINTENANCE DREDGING IS BASED ON THE 26.0 7.

EAST CELL AS SHOWN ON CG101.

WILL BE PLACED IN THE CAT ISLAND DREDGED MATERIAL PLACEMENT SITE,

UNLESS OTHERWISE APPROVED BY THE COR, ALL DREDGED MATERIALS 6.

SECTION 01 35 13 FOR UTILITY LOCATING REQUIREMENTS.

VERIFY THE LOCATION OF AUTHORIZED CROSSINGS. SEE SPECIFICATION 5.

AN ODOM CV300 SOUNDER AND A HYPACK HYDROGRAPHIC SURVEY SYSTEM.

OFFICE, KEWAUNEE SUB OFFICE SURVEY PARTY USING GPS POSITIONING,

THE SURVEY SHOWN WAS CONDUCTED BY THE LAKE MICHIGAN AREA 4.

TIME.

ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT

AUTOMATED HYDROGRAPHIC SURVEYS MADE ON 22 MAY 2018, AND CAN

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF 3.

GREEN BAY, WI.

WATER LEVELS WERE DETERMINED USING NOAA GAUGE LOCATED AT 2.

FOOT.

CENTRAL ZONE 4802, NORTH AMERICAN DATUM 1983 (NAD83), US SURVEY

WISCONSIN STATE PLANE COORDINATE SYSTEM, LAMBERT PROJECTION,

THE COORDINATE GRID SYSTEM SHOWN IS REFERENCED TO THE 1.

R O

S S

M A

CERTIFIED FINAL - READY TO ADVERTISE

A T

N N

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 O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

20.9 21.1 21.3 21.4 21.7 21.8 22.0

22.1

22.1 22.3

22.3 22.3 22.3

22.3

22.4 22.6

22.8 23.1 23.6 24.0 24.5 25.0 25.6 26.1 26.6 27.2 27.5 27.7 27.8 27.8 27.7 27.3 26.9 26.3 25.9 25.6 25.3 24.6 23.9 23.5 23.1 22.9 22.6 22.4 22.2 22.1

22.0 22.0 21.9 21.8

21.7 21.7 21.5 21.4 21.2 20.9 20.9 20.6 20.3

20.2 20.2 20.3

20.4 20.9 21.1 21.3 21.4 21.3 21.7 21.6 21.8 21.9

22.0 22.1 22.2 22.4 22.6 22.8 23.1 23.3 23.7 24.1 24.7 25.3 25.5 26.1 26.3 27.0 27.4 27.6

27.8 27.8

27.5 27.1 26.6 25.9 25.3 24.8 24.3 23.8 23.5 23.2 22.9 22.7 22.6 22.4 22.3 22.3

22.2

22.2 22.1 22.1

22.0 21.9 21.8 21.4 21.1 20.8 20.6

20.5 20.3

20.5 20.7 21.1 21.4 21.7 22.0 22.1 22.1 22.2

22.2

22.3 22.3 22.3

22.4 22.5 22.6 22.8 23.1 23.4 23.8 24.2 24.8 25.2 25.7 26.3 26.9 27.2 27.6 27.8 27.8

27.7

27.4 26.8 26.3 25.8 25.1

24.5 24.0 23.4 23.1 22.8 22.6 22.5 22.4 22.2

22.0

22.0 22.0 21.9

21.8

21.6 21.6 21.4 21.1 20.9 20.8 20.4 20.4

20.2 20.3

20.4 20.5 20.7 20.9 21.1 21.3

21.4

21.4 21.7 21.8 21.9 22.0 22.0 22.0 22.1 22.3

22.4

22.5 22.7 23.0 23.4 23.9 24.5 25.0 25.4 25.9 26.4 27.0 27.5 27.7 27.8 27.7

27.5 27.3 26.8 26.2 25.7 24.9 24.5 23.9 23.5 23.1 22.9 22.7 22.5 22.4 22.3

22.3

22.2 22.2 22.2

22.1 22.0 21.9 21.7 21.4 21.2 20.9 20.6 20.5

20.4 20.4

20.4 20.7 20.7 21.1

21.5 21.8

22.0 22.1 22.1 22.2

22.2 22.3

22.4 22.4 22.5 22.7 22.9 23.1 23.4 23.8 24.2 24.7 25.3 25.9 26.6 27.0

27.3 27.7 27.9 27.9 27.7 27.1

26.6 26.2 25.6 25.4 24.6 24.1 23.6 23.1 22.9 22.6

22.4 22.2 22.1 22.0

21.9 21.9 21.8 21.7

21.6 21.5 21.3 21.2 20.8

20.5

20.4 20.3

20.5 20.4 20.7 20.9 21.1 21.2 21.4 21.4 21.7 21.7 21.8 21.9

21.9

22.1 22.0

22.2 22.4 22.6 22.7 23.0 23.3 23.7 24.2 24.6 25.3 25.7 26.2 26.9 27.3 27.6 27.9 27.9 27.7 27.4 27.1 26.7 26.3 25.7 25.1 24.6 24.1 23.5

23.3 22.9 22.7 22.5

22.4 22.3

22.2

22.1 22.1 22.0 22.1 22.0 21.9 21.8 21.6 21.3 21.0 20.8 20.6

20.5 20.6

20.7 20.8 21.0 21.3 21.6

21.8 21.9

22.0 22.1

22.2

22.2 22.3

22.4 22.5 22.5 22.7 23.0

23.2 23.8 24.1 24.6 25.2 25.8 26.5 27.0 27.3 27.8 27.9 28.0 27.9 27.5 27.3 26.7 26.1 25.6 25.2 24.7 24.1 23.6 23.3 23.1 22.8 22.6 22.2

22.2

22.1 22.0

21.9 21.9 21.8 21.5

21.6 21.4

21.2 21.0 20.9 20.8 20.6

20.9 21.2 21.4 21.4

21.5

21.7 21.8 21.9

21.9 21.9 22.0 22.1 22.1 22.2 22.3 22.4 22.6

22.9 23.0 23.3 23.5 23.9 24.4 25.2 25.5 26.0 26.5 26.9 27.5 27.9 28.2 28.1

28.2 27.8 27.4 27.0 26.5 25.9 25.3 24.7 24.2 23.8 23.5 23.1 22.9 22.7 22.6 22.5 22.5 22.4

22.3

22.2 22.1

21.9 21.7 21.3 21.1 20.9 20.8

20.7 20.9

21.1 21.2

21.3 21.6 21.9 22.0 22.1 22.2

22.3 22.4 22.2

22.5 22.6 22.7 22.9

23.1 23.4 23.8 24.2 24.5 25.0 25.5 26.1 26.7 27.3 27.7 28.2 28.4 28.3 28.1 27.9 27.6 27.2 26.7 26.3 25.8 25.4 24.9 24.4 23.9 23.6 23.3 23.1 22.9 22.7 22.6 22.5

22.4 22.3

22.2 22.1 22.1

21.9 21.8 21.4

21.3 21.2 21.0 20.8 20.7

21.1 21.1 21.4 21.6 21.8 22.1 22.2 22.4 22.5 22.6 22.6 22.7 22.8 22.8 22.9 23.0 23.1 23.2 23.4 23.7 23.9 24.4 24.9 25.4 25.9 26.4 26.9 27.5 27.7 28.3

28.5 28.3

28.0 27.6 27.2 26.7 26.2 25.8 25.6 25.1 24.3 23.9 23.4

23.2 23.1 23.1 22.9 22.8 22.7 22.6 22.6 22.4 22.3

22.3

22.2 22.1 21.9 21.7 21.5 21.3 21.0

21.0 21.0

21.1 21.4 21.6 21.7 21.9 22.0 22.2 22.2 22.4

22.4 22.7

22.6 22.9

22.9 23.1 23.2 23.4 23.6 23.8 24.1 24.6 25.2 25.8

26.0 26.5 27.0 27.3 27.8 28.2 28.4 28.4

28.3 27.8 27.3 26.9 26.5 25.9 25.4 25.0 24.5 24.1 23.5 23.5

23.2 23.1 22.9

22.9 22.9 22.8 22.8 22.6

22.5 22.5 22.3 22.2 21.9 21.7 21.5 21.3

21.2 21.3

21.4

21.6 21.8 22.1 22.5 22.5 22.6

22.7 22.8 22.8

23.0 23.1 23.2

23.3

23.4 23.8 24.2 24.2 24.9 25.3 25.8 26.4 26.8

27.2 27.8 28.4 28.6 28.7 28.6 28.4 28.1 27.5 27.3 26.8 26.1

26.0 25.3 24.9 24.3 24.0 23.8 23.6 23.3

23.1

23.0 22.9

22.8 22.6 22.6 22.5 22.3

22.0 22.0 21.8 21.6 21.3 21.2 21.1

399+00387+00

19.9

R "10"

FI R 4s

G "9"

FI G 4s

385+00380+00 400+00395+00390+00

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg12:39:18 PM 5/9/2019

O J E

C T N

U M

B E

E N

A M

A N

T R

M I

A N A

V E

X K

F Y M

T E

N A

N C

E D

R E

D G

G R

E E

N B

A Y H

A R

B O

G R

E E

N B

A Y

W I

B R

O W

N C

O U

N T

R O

S S

G B F

M D

N .d g n

D E

T R

CN102

100' 200'0SCALE: 1" = 100'

AREA TO 26 FT BELOW LWD

REQUIRED MAINTENANCE DREDGING

M A

T C

H L

E S

H E

E T C

M A

S T

E R

T O

M A

L B

U R

AREA TO 26 FT BELOW LWD

REQUIRED MAINTENANCE DREDGING

CHANNEL LIMITS

AREA TO 26 FT BELOW LWD

OPTION 1 MAINTENANCE DREDGING

AREA TO 26 FT BELOW LWD

OPTION 2 MAINTENANCE DREDGING

M A

T C

H L

E S

H E

E T C

FULL WIDTH TO 26 BELOW LWD

DOWNSTREAM LIMIT REQUIRED DREDGING

FULL WIDTH TO 26 BELOW LWD

UPSTREAM LIMIT OPTION 1 DREDGING

FULL WIDTH TO 26 BELOW LWD

DOWNSTREAM LIMIT OPTION 1 DREDGING

BELOW LWD

WIDTH TO 26

DREDGING FULL

LIMIT OPTION 2

UPSTREAM

REQUIRED, OPTION 1, AND OPTION 2 DREDGE AREAS PLAN VIEW

G "9"

FI G 4s

USCG BUOY

M A

GENERAL SHEET NOTES

LEGEND

CG101

CN101

CN102

M E

R T

P L

A N V

FLOW

0 12000'6000'

R E

Q U

E D

O P

N S D

R E

D G

E A

R E

A S

CERTIFIED FINAL - READY TO ADVERTISE

WITHIN THE UPSTREAM AND DOWNSTREAM LIMITS SHOWN.

CONTOUR OBTAINED FROM THE PRIOR TO DREDGING SOUNDINGS TAKEN

AREAS WILL BE REVISED TO CONFORM TO THE NEW 26.0 FOOT DEPTH

HEREINBEFORE. THE REQUIRED AND OPTION MAINTENANCE DREDGING

FOOT DEPTH CONTOURS RESULTING FROM THE SURVEYS INDICATED

THE REQUIRED AND OPTION MAINTENANCE DREDGING IS BASED ON THE 26.0 8.

EAST CELL AS SHOWN ON CG101.

WILL BE PLACED IN THE CAT ISLAND DREDGED MATERIAL PLACEMENT SITE,

UNLESS OTHERWISE APPROVED BY THE COR, ALL DREDGED MATERIALS 7.

SECTION 01 35 13 FOR UTILITY LOCATING REQUIREMENTS.

VERIFY THE LOCATION OF AUTHORIZED CROSSINGS. SEE SPECIFICATION 6.

NEEDS AND ARE NOT INTENDED TO DETERMINE DREDGE QUANTITIES.

SOUNDINGS HAVE BEEN THINNED AND DISPLAYED BASED ON NAVIGATION 5.

AN ODOM CV300 SOUNDER AND A HYPACK HYDROGRAPHIC SURVEY SYSTEM.

OFFICE, KEWAUNEE SUB OFFICE SURVEY PARTY USING GPS POSITIONING,

THE SURVEY SHOWN WAS CONDUCTED BY THE LAKE MICHIGAN AREA 4.

TIME.

ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT

AUTOMATED HYDROGRAPHIC SURVEYS MADE ON 22 MAY 2018, AND CAN

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF 3.

GREEN BAY, WI.

WATER LEVELS WERE DETERMINED USING NOAA GAUGE LOCATED AT 2.

FOOT.

CENTRAL ZONE 4802, NORTH AMERICAN DATUM 1983 (NAD83), US SURVEY

WISCONSIN STATE PLANE COORDINATE SYSTEM, LAMBERT PROJECTION,

THE COORDINATE GRID SYSTEM SHOWN IS REFERENCED TO THE 1.

A T

N N

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 O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

21.3 21.4 21.5 21.7 21.9 22.2 22.4

22.5 22.6 22.8

22.7 23.0

23.1 23.1 23.3 23.3 23.2 23.6 23.8 24.1 24.1 24.8 25.4 25.9 26.2 26.5 26.8 27.2 27.8 28.1 28.5 28.6

28.6

28.4 27.9 27.5 27.0 26.5 26.0 25.6 25.1 24.7 24.3 23.9 23.7 23.5

23.3 23.3

23.0

23.1 23.0

22.9 22.8

22.8 22.6 22.4

22.2 21.8 21.6 21.5

21.3 21.4

21.5 21.7 21.9 22.3 22.6 22.8

22.9

23.0 23.1

23.2

23.3 23.4 23.5 23.6 23.9 24.1

24.3 24.9 25.3 25.7 26.3 26.8 27.2 27.6 28.0 28.6 28.6 29.0 28.9 28.5 28.3 27.9 27.5 26.9 26.5 26.1 25.8 25.1 24.7 24.2 23.8

23.6

23.5 23.4 23.3

23.2 23.1 22.9 22.8

22.6

22.6 22.4 22.2 22.0 21.8 21.5 21.4

21.2 21.3

21.5 21.6 21.8 22.2 22.4 22.5 22.7 22.9 23.1 23.3 23.2

23.3 23.4

23.3 23.5

23.6 23.7 23.8 24.0 24.3 24.7 24.8 25.8 26.1 26.4 26.9 27.3 27.6 28.0 28.3 28.5

28.6

28.4 27.9 27.5 27.1 26.5 26.0 25.5 25.1 24.7 24.5 23.8 23.9 23.7 23.6 23.5 23.4 23.4

23.3 23.2 23.2 23.1 23.0 22.9 22.6 22.3 22.1 21.8 21.6

21.5 21.4

21.5 21.6 21.8 22.1 22.5 22.7 22.9

22.9 23.0 23.1 23.1

23.2 23.3 23.4 23.4 23.6 23.7 23.9 24.1 24.5 25.0 25.3 25.8 26.3 26.9 27.3 27.9 28.2

28.5

28.6 28.4 27.9 27.5 27.1 26.7 26.2 25.9 25.4 25.0 24.5 24.2 24.0 23.8

23.7

23.6

23.5

23.4 23.3 23.2 23.1

23.0 22.9 22.7

22.5 22.2 21.8 21.5 21.4

21.2 21.3

21.5 21.9 22.1 22.3 22.5 22.6 22.7 22.7 22.9 22.8 23.0

23.1 23.1 23.2 23.2 23.3 23.3

23.5 23.9 24.1 24.3 24.8 25.3 25.6 26.3 26.9 27.1 27.6 28.0 28.2

28.5 28.4 28.3 27.8 27.3 26.9 26.3 25.9 25.3 24.8 24.4 24.0 23.9 23.6 23.4 23.3 23.2

23.1

23.0 22.9

22.9 22.8 22.8 22.5 22.2 21.9 21.6 21.4 21.3

21.4 21.6 21.8 22.0 22.3 22.5

22.6 22.7 22.7 22.8 22.8 22.9 22.9 22.9 23.0 23.1 23.3 23.6 23.7 24.1 24.5 24.9 25.5 26.1 26.5 27.0 27.5 27.9 28.1 28.3

28.2 27.9 27.5 27.2 26.8 26.4 25.8 25.3 24.9 24.4 24.1 23.9 23.7 23.4 23.3 23.2 23.1 23.0 22.9 22.8 22.7 22.6 22.5 22.4 22.3 22.2 22.0 21.8 21.6 21.4 21.3

21.2 21.0

21.1 21.3 21.5 21.7 21.9 22.0 22.1 22.1 22.3 22.4 22.4

22.5

22.7

22.9 22.9 23.0 23.2 23.5 23.7 24.1 24.4 25.1 25.5 26.0 26.6 27.0 27.4 27.7 27.9 28.3

28.3 28.1 27.9 27.4 26.9 26.4 26.0 25.3 24.9 24.4 24.0 23.7 23.4 23.2 23.1 22.9 22.8 22.8 22.7 22.6

22.5 22.5 22.4 22.3 22.1 21.8 21.6 21.4 21.2 21.0

20.9 20.8

20.9 21.2 21.4 21.6 21.9 22.2

22.4 22.5

22.5 22.6

22.6

22.7 22.8 22.9

23.0 23.3 23.4 23.7 24.0 24.5 24.9 25.4 26.0 26.5 26.9 27.4 27.8 28.0 28.2

28.2

27.9 27.5 27.2 26.8 26.3 25.6 25.2 24.7 24.3 23.9 23.6

23.3

23.1

23.0 22.9 22.7 22.6 22.5

22.3 22.2

22.0 22.0 21.9 21.8 21.6 21.4 21.2

21.1

20.9 20.8

21.0 21.2 21.3 21.5 21.7 21.9 22.0

22.1

22.2

22.3

22.4 22.6 22.6 22.7 22.9 23.1 23.4 23.4 23.6 23.9 24.3 24.7 25.3 25.6 26.3 26.7 27.0 27.5 27.8 28.1

28.1 28.0 27.8

27.3 26.8 26.3 26.0 25.2 24.7 24.3 23.9 23.6 23.3 23.1 23.0 22.9 22.8

22.7

22.6

22.5 22.4 22.3 22.0 21.7 21.4 21.2 21.0

20.9 21.0

21.1 21.2 21.5 21.8 22.1 22.4 22.5 22.6 22.6 22.6

22.7 22.8

22.7 22.9 22.9 22.9 23.1 23.4 23.5 23.9 24.2 24.6 25.1 25.8 26.1 26.6 27.1 27.4

27.6 27.7 28.1

27.9 27.5 27.2 26.9 26.5 26.0 25.5 24.9 24.4 24.1 23.8 23.6

23.4 23.4 23.1 22.9

22.7

22.7 22.5 22.5

22.4 22.2

22.1

22.0 21.8 21.5 21.3 21.1 20.9

20.7 20.6

20.9 21.0 21.3 21.6 21.9 22.1 22.3 22.4 22.4 22.5 22.5 22.6 22.6 22.7

22.8 22.9 23.0 23.2 23.4 23.6 23.7 24.0 24.3 24.7 25.1 25.9 26.3 26.6 27.1 27.6 27.8 27.9

27.6 27.5 27.4 27.2 26.6 26.1 25.9 25.3 24.9 24.4 24.0 23.8 23.5 23.4 23.1

22.9 22.9 22.8 22.6 22.7 22.6 22.5

22.4 22.2 21.9 21.6 21.3 21.1

20.9

20.8 20.4

20.5 20.8 21.1 21.5 21.7 22.1 22.5 22.4 22.7

22.7 22.8 22.9 22.9 23.0 23.1

23.2 23.4 23.6 23.9 24.3 24.5 24.9 25.6 26.0 26.4 26.9 27.3 27.4 27.7 28.0 28.1

27.9 27.7 27.2 26.8 26.4 25.8 25.2 24.7 24.4 24.1 23.7 23.5 23.3 23.1 23.0 23.0 22.8

22.7 22.7 22.6

22.6

22.5 22.4

22.3 22.2 21.8 21.5 21.2 20.9 20.7

414+00 420+00415+00410+00405+00

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg12:39:31 PM 5/9/2019

O J E

C T N

U M

B E

E N

A M

A N

T R

M I

A N A

V E

X K

F Y M

T E

N A

N C

E D

R E

D G

G R

E E

N B

A Y H

A R

B O

G R

E E

N B

A Y

W I

B R

O W

N C

O U

N T

R O

S S

G B F

M D

N .d g n

D E

T R

100' 200'0SCALE: 1" = 100'

OPTION 2 DREDGE AREA PLAN VIEW

M A

S T

E R

T O

M A

L B

U R

CHANNEL LIMITS

AREA TO 26 FT BELOW LWD

OPTION 2 MAINTENANCE DREDGING

M A

T C

H L

E S

H E

E T C

O P

N D

R E

D G

E A

R E

FULL WIDTH TO 26 BELOW LWD

DOWNSTREAM LIMIT OPTION 2 DREDGING

M A

GENERAL SHEET NOTES

LEGEND

CG101

CN101

CN102

M E

R T

P L

A N V

FLOW

0 12000'6000'

CERTIFIED FINAL - READY TO ADVERTISE

WITHIN THE UPSTREAM AND DOWNSTREAM LIMITS SHOWN.

CONTOUR OBTAINED FROM THE PRIOR TO DREDGING SOUNDINGS TAKEN

AREAS WILL BE REVISED TO CONFORM TO THE NEW 26.0 FOOT DEPTH

HEREINBEFORE. THE REQUIRED AND OPTION MAINTENANCE DREDGING

FOOT DEPTH CONTOURS RESULTING FROM THE SURVEYS INDICATED

THE REQUIRED AND OPTION MAINTENANCE DREDGING IS BASED ON THE 26.0 8.

EAST CELL AS SHOWN ON CG101.

WILL BE PLACED IN THE CAT ISLAND DREDGED MATERIAL PLACEMENT SITE,

UNLESS OTHERWISE APPROVED BY THE COR, ALL DREDGED MATERIALS 7.

SECTION 01 35 13 FOR UTILITY LOCATING REQUIREMENTS.

VERIFY THE LOCATION OF AUTHORIZED CROSSINGS. SEE SPECIFICATION 6.

NEEDS AND ARE NOT INTENDED TO DETERMINE DREDGE QUANTITIES.

SOUNDINGS HAVE BEEN THINNED AND DISPLAYED BASED ON NAVIGATION 5.

AN ODOM CV300 SOUNDER AND A HYPACK HYDROGRAPHIC SURVEY SYSTEM.

OFFICE, KEWAUNEE SUB OFFICE SURVEY PARTY USING GPS POSITIONING,

THE SURVEY SHOWN WAS CONDUCTED BY THE LAKE MICHIGAN AREA 4.

TIME.

ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT

AUTOMATED HYDROGRAPHIC SURVEYS MADE ON 22 MAY 2018, AND CAN

THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF 3.

GREEN BAY, WI.

WATER LEVELS WERE DETERMINED USING NOAA GAUGE LOCATED AT 2.

FOOT.

CENTRAL ZONE 4802, NORTH AMERICAN DATUM 1983 (NAD83), US SURVEY

WISCONSIN STATE PLANE COORDINATE SYSTEM, LAMBERT PROJECTION,

THE COORDINATE GRID SYSTEM SHOWN IS REFERENCED TO THE 1.

GB_FY19MD_G-001

GB_FY19MD_GI001

GB_FY19MD_V-101

GB_FY19MD_CG101

GB_FY19MD_CG301

GB_FY19MD_CN101

GB_FY19MD_CN102

GB_FY19MD_CN103

File details come from the government source that posted it.