WSLP_BC-Contract_2_Plans.pdf

PDF 7 MB Posted Oct 28, 2019

Attached to: WSLP STOCKPILE 2 Federal contract opportunity
Solicitation number: W912P820B0020
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation seeks stockpiling services in support of a hurricane and storm damage risk reduction project located in St. Charles Parish, Louisiana. Services include excavating, processing, and stockpiling clay material; clearing and grubbing; and other incidental work within the Bonnet Carre Spillway. The requirement value is between $25-100 million. The solicitation will be a 100% small business set-aside awarded as a firm fixed price contract by the US Army Corps of Engineers, New Orleans District. The bid opening is December 3, 2019. Bidders must be registered in SAM and visit the site prior to bidding. Questions regarding this solicitation must be submitted by November 22 with responses from the contract specialist.

From the source

Please find attached the Plans to the WSLP Stockpile 2 requirement, W912P820B0020.

View the file

Other files for this federal contract opportunity

Other files attached to WSLP STOCKPILE 2, newest first.
File	Type	Posted
B01 WSLP STOCKPILE 2_20B0020 Abstract.pdf	PDF	Dec 5, 2019
A21 Amendment 0005_20B0020-0005.pdf	PDF	Nov 25, 2019
A21 Amendment 0004_FINAL.pdf	PDF	Nov 21, 2019
A21 W912P820B0020-0003 package.pdf	PDF	Nov 20, 2019
A21_AMENDMENT_0002_(SITE_VISIT_POC_CHANGE).pdf	PDF	Oct 29, 2019
A21__AMENDMENT_0001.pdf	PDF	Oct 28, 2019
A21__20-B-0020_WSLP_PACKAGE_SOLICITATION_25_Oct_2019.pdf	PDF	Oct 25, 2019

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M .A .B of Engineers US Army Corps

New Orleans District

APPROVED BY:

DISTRICT COMMANDER CHIEF ENGINEERING DIVISION

BRANCHCIVILCHIEF

THE NAMES BELOW INDICATE THE OFFICIALS THAT ORIGINALLY SIGNED THIS SET OF DRAWINGS.

APPROVAL RECOMMENDED BY:

BRANCHCIVIL

IN THIS SET.

OFFICIAL RECOMMENDATION OF ALL DRAWINGS

REQUIRED BY ER 1110-1-8152. SIGNATURES INDICATE

WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE NEW ORLEANS

BONNET CARRE STOCKPILE CONTRACT 2

ST. CHARLES PARISH, LA

HURRICANE AND STORM DAMAGE RISK REDUCTION PROJECT

WEST SHORE LAKE PONTCHARTRAIN, LOUISIANA

TECHNICAL LEAD

SEPTEMBER 2019

ED19-049

SOLICITATION NO: W912P8-20-B-0020

STOCKPILE AREA 2

STOCKPILE AREA 1

STOCKPILE PITS

SAND OVERBURDEN

CONTRACT 2, BORROW PIT

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ILLINOIS CENTRAL RAILROAD

BONNET CARRE SPILLWAY STRUCTURE

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BATON ROUGEL O U I S I A N A

M I S S I S S I P P I

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LAKE

PONTCHARTRAIN

LAKE BORGNE

G U L F O F M E X I C O

P I

SCALE OF MILES

40 400 80 120 160 200

CITY

MORGAN

LOCATION

PROJECT

ORLEANS

NEW

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SCALE:1"=1,500'

LOCATION MAP

VICINITY MAP

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FEET

N.T.S. NOT TO SCALE

LIMIT OF CONSTRUCTIONL.O.C.

CONSTRUCTIONCONST.

W.L. WATER LINE

HWY HIGHWAY

GENERAL NOTES:

MAX

MIN

TYP

MAXIMUM

MINIMUM

MISCELLANEOUS

TYPICAL

VERTICAL

DIAMETER

DRAWINGDWG

HEIGHT

NUMBER

EL.

DIA

MISC

ELEVATION

EXISTING

EXIST EXISTING

H HORIZONTAL

DIST DISTANCE

P/L PIPELIINE

R/W RIGHT-OF-WAY

CONSTRUCTION EASEMENTC/E

PL PLATE

APPROX APPROXIMATE

ORDINANCES, INCLUSIVE OF POSTED WEIGHT LIMITS.

17. ALL CONTRACTOR HAULING OPERATIONS SHALL ABIDE BY FEDERAL, STATE, AND LOCAL LAWS AND

CLEANED AFTER CONSTRUCTION COMPLETE.

16. ALL EXISTING/NEW DRAINAGE FEATURES WITHIN `RIGHT OF WAY LIMITS SHALL BE REQUIRED TO BE

15. CONTRACTOR SHALL KEEP ALL STATE AND FEDERAL HIGHWAYS CLEAN DURING CONSTRUCTION.

COMPLETING CONTRACT.

14. CONTRACTOR SHALL CLEAN AND REMOVE ALL TRASH WITHIN RIGHT OF WAY LIMITS PRIOR TO

REQUIREMENTS, AND USACE SAFETY MANUAL "EM-385-1-1"

13. ALL WORK AROUND HIGH VOLTAGE POWER LINES SHALL BE IN ACCORDANCE WITH OSHA AND ENTERGY

THE CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS IN THE FIELD.

12. DIMENSIONS AND/OR ELEVATIONS MARKED PLUS OR MINUS (+/-) ARE APPROXIMATE READINGS.

CONDITIONS WHICH WILL AFFECT THE PERFORMANCE OF THE WORK.

AT HIS OWN EXPENSE, MAY MAKE ADDITIONAL SURVEYS AND INVESTIGATIONS AS NECESSARY TO DETERMINE

THE MATERIALS WHICH WILL BE ENCOUNTERED BETWEEN THE BORING LOCATIONS. THE CONTRACTOR,

11. THE CONTRACTOR SHALL MAKE HIS/HER OWN INTERPRETATION OF THE CHARACTER AND CONDITION OF

TO THE EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION.

10. THE CONTRACTOR SHALL VISIT THE SITE OF WORK AND COMPLETELY INFORM HIMSELF/HERSELF RELATIVE

OPERATIONS. THE DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

9. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONSTRUCTION

TO CONSTRUCTION. SEE SPECIFICATIONS FOR A LIST OF ALL UTILITY CONTACTS.

COMPANIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR

PURPOSES ONLY AND ARE BASED, IN PART, ON INFORMATION PROVIDED BY THE RESPECTIVE UTILITY

8. LOCATION OF EXISTING UTILITIES INDICATED ON THE PLAN SHEETS ARE SHOWN FOR INFORMATIONAL

MARKED N.T.S. ARE "NOT TO SCALE".

7. DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. ALL DIMENSIONS AND ELEVATIONS

LA SOUTH, ZONE 1702, US SURVEY FEET.

6. X-Y COORDINATES USED IN DRAWINGS REFER TO HORIZONTAL DATUM: NAD 83, STATE PLANE,

5. AERIAL PHOTOGRAPHY FLOWN 2018. THE AERIAL PHOTOGRAPHS DO NOT REFLECT EXISTING CONDITIONS.

BY SOLID TICKS AND LAMBERT CONFORMAL CONIC PROJECTION IS REPRESENTED BY DASHED TICKS.

4. INSIDE PLAN AREAS, POLYCONIC PROJECTION 1983 NORTH AMERICAN DATUM IS REPRESENTED

3. ALL ELEVATIONS ARE EXPRESSED IN FEET AND REFER TO NAVD88 (2009.55), UNLESS OTHERWISE NOTED.

2. ORIGINAL DATA COMPILED NAD 83 US SURVEY FOOT UNLESS OTHERWISE NOTED.

POINT OF CONTACT: DWAYNE BLANCHARD (504) 862-1589.

NEW ORLEANS DISTRICT SURVEY SECTION.

1. THE DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL POINTS ARE AVAILABLE FROM THE

DESCRIPTIONELEVATION

GENERAL CROSS-REFERENCING SYMBOLS

SECTION/DETAIL)

(CENTERED UNDER

ON SAME DRAWING

SECTION/DETAIL TITLE

SECTION/DETAIL)

(CENTERED UNDER

ON ANOTHER DRAWING

SECTION/DETAIL TITLE

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

99/999

DETAIL/SECTION

SCALE:

TOP FRONT SIDE

ELEVATION SECTION

ABBREVIATIONS

* UNLESS OTHERWISE NOTED ON EACH SHEET

GENERAL LEGEND

99/999

BENCHMARKS

00 00

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT WITH

SAME DRAWING

VIEW SHOWN ON

SECTION CUT WITH

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL WITH

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL WITH

ACCESS

OVERHEAD POWER LINE

BASELINE

POINT OF INTERSECTION

UNDISTURBED BORING

EXISTING FENCE

C/L

UTILITY POLE

WATER PIPELINE

GAS PIPELINE

G-01

G-02

G-04

COVER SHEET

C-01

G-03

H-01

C-02

C-03

INDEX OF DRAWINGS

VICINITY AND LOCATION MAP

PLAN VIEW

EXCAVATION PLAN AND BORINGS PLAN

STAGE HYDROGRAPH

BORING LOGSB-02 - B-03

BORING LEGENDB-01

BORROW, STOCKPILE, AND FACILITIES TABULATIONS

G95 ECC

Y = 546,845.42

X = 3,567,062.52

(2009.55)

EPOCH: NAVD 88

EL. 26.79

END OF SPILLWAY STRUCTURE

PILE AT EAST END OF RIVER SIDE HANDRAIL OF EAST

MARK IS AN ALUMINUM DISK IN CONCRETE ON 6 FOOT

TABULATION OF BENCHMARK

TABULATION OF BENCHMARKS, INDEX OF DRAWINGS, GENERAL LEGEND AND NOTES

STOCKPILE SECTION AND MISCELLANEOUS DETAILS

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M .A .B

G-2

G-3

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POINT NO.

Y - COORDINATEX - COORDINATE

STATE PLANE COORDINATES

POINT NO.

Y - COORDINATEX - COORDINATE

STATE PLANE COORDINATES

POINT NO.

Y - COORDINATEX - COORDINATE

STATE PLANE COORDINATES

POINT NO.

Y - COORDINATEX - COORDINATE

STATE PLANE COORDINATES

CONTROL LINE POINTS

POINT NO.

Y - COORDINATEX - COORDINATE

STATE PLANE COORDINATES

POINT NO.

Y - COORDINATEX - COORDINATE

STATE PLANE COORDINATES

CONTROL LINE POINTS

555719.814

555413.635

556031.483

556105.534

555722.559

555912.674

555458.897

554155.087

553747.920

554982.809

553955.502

555215.986

3562893.838

3563897.049

3563645.664

3562607.971

3563191.158

3564138.361

3565705.428

3564266.294

3564226.794

3565591.694

3565819.162

3564305.794

ITEM OWNER DISPOSITION

GAS PIPELINE

DESCRIPTION

GAS PIPELINE

12-INCH, GAS PIPELINE

18-INCH, GAS PIPELINE

22-INCH, GAS PIPELINE

SHELL PIPELINE CO., LLC

ENTERPRISE PRODUCTS OPERATION, LLC

AIR PRODUCTS & CHEMICALS, INC.

BOARDWALK PIPELINE PARTNERS, LP

DO NOT DISTURB

NOTE: PIPELINE PROTECTION IS NOT REQUIRED.

ENTERGY

UNKNOWN ABANDONED, GAS PIPELINE

OVERHEAD POWERLINE

OVERBURDEN STOCKPILE PITS

TABULATION OF THE SAND

O 552838.048

552555.911

553140.840

553525.283

552177.568

552394.919

552941.486

553125.590

G 3565736.791

3565971.250

3565751.305

3564837.218

3564563.574

3563858.476

3563348.821

551276.249

552118.898

552151.216

552896.391

552840.738

553252.867

552493.993

CONTRACT 2, BORROW PIT

TABULATION OF THE

3562778.441

3563325.802

3563710.246

3563125.317

3565793.874

3565911.498

3564915.427

3565058.000

CARRE STOCKPILE AREA 1

TABULATION OF BONNET

CARRE STOCKPILE AREA 2

TABULATION OF BONNET

TABULATIONS OF FACILITIES WITHIN THE BONNET CARRE PROJECT AREA

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ACCESS ROAD

EQUAL SPACING @ 300 FT ALONG CL

OPTIONAL SETTLEMENT GAGES

ACCESS ROAD

G-3

G-4

ACCESS ROAD

C D

G-7

G-6

G-5

G-2

E-2

EQUAL SPACING @ 300 FT ALONG CL

OPTIONAL SETTLEMENT GAGES

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ILLINOIS CENTRAL RAILROAD

0 500' 1000'

SCALE:1"=500'

CHEVRON

USA

AN-SON

C H

E V

R O

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P R

H A

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M U

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R E S S F

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P P E R G

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USA

INACTIVE

PLAN

B O

N N E T

C A R R E L

O W

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E V E E

STOCKPILE PITS

SAND OVERBURDEN

S T O

C K P

E A

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C O

N T R

A C T

STOCKPILE AREA 2

CONTRACT 2

(SEE NOTE 8)

INGRESS

(S E E N

E G

R E S S

PIT

BORROW

CONTRACT 2

U S

K S

U S

C H

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R O

S T. C H A R L E S P A R I S H , L O U I S I A N A

B O

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CONTROL LINE

THIS CONTRACT AND UTILIZING THESE ACCESS ROUTES.

8. MULTIPLE CONTRACTORS WILL BE CONDUCTING HAULING OPERATIONS CONCURRENT WITH

TO CLEARING/GRUBBING.

RAIN AND/OR HIGH RIVER STAGES AND EXISTING BORROW PITS, DEWATER THE AREA PRIOR

7. IN THE EVENT THAT THE CLAY BORROW AREA CONTAINS STANDING WATER, DUE TO EITHER

PIT AND SHALL PROGRESS FULL WIDTH AND DEPTH TOWARD THE WEST END.

6. EXCAVATION WITHIN THE BORROW PITS SHALL BEGIN AT THE EAST END OF THE

NOT EXCEED 1V ON 3H.

5. BORROW PIT SIDE SLOPES SHALL NOT EXCEED 1V ON 3H. STOCKPILE SIDE SLOPES SHALL

4. SAND AND SILT OVERBURDEN SHALL BE PLACED IN THE SAND STOCKPILE PITS.

3. NO EXCAVATION WITHIN 100 FEET OF POWERPOLES AND 200' OF ACTIVE GAS PIPELINES.

SPILLWAY.

FROM EXISTING LEVEE ACCESS RAMP AND EXISTING HAUL ROADS LOCATED WITHIN THE

2. ACCESS TO THE BORROW PIT FROM LA. HWY 628 AND AIRLINE HWY(HWY 61) SHALL BE

1. FOR GENERAL NOTES, SEE DWG. G-03.

NOTES:

(SEE NOTE BELOW)

INTO THE SAND OVERBURDEN STOCKPILE PIT.

SAND/SILT LAYER TO BE REMOVED AND PLACEDEXISTING GROUND

DIKE - 2' TALL

LAYER THICKNESS AND LOCATION VARIES WITHIN THE PIT.

LAYER OF SAND/SILT OVERBURDEN MATERIAL TO BE WASTED.

LIMITS OF EXCAVATION

PITS FOR EXCAVATION.

CONTRACTOR SHALL DE-WATER EXISTING

A N

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A T

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E N

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D W

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C K

D B

D E

N E

D B

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S C

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P R

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T E

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U M

B E

S U

B M

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D B

P L

O T S

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O U

N A

S E

P T

E M

B E

W P -2

-B -0

M .A .B

BCB-7

BCB-8

BC3B-21

BC3B-5

BC3B-6

BCB-9

BC3B-10

BC3B-9

BCB-10

BC3B-7

BC3B-8

CONTRACT 2 - BORROW

PIT

AVAILABLE CLAY BORROW

V O

EL. -25.0

TYPICAL BORROW PIT EXCAVATION SECTION

NOT TO SCALE AND PREVIOUS SAND HAULING OPERATIONS.

CURRENT CONDITIONS DUE TO BONNET CARRE OPERATIONS

SHOWN ON BORING LOGS (DWGS. B-02 & B-03) MAY NOT REFLECT

GROUND ELEVATIONS AND OVERBURDEN MATERIALS / DEPTHS

NOTE:

BCSB-19-003

LATITUDE LONGITUDE

BCB-9

BCB-10

BC3B-5

BC3B-6

BC3B-9

BORING NO.

BC3B-21

BC3B-10

30° 01' 03.700"

30° 00' 58.201"

30° 00' 53.701"

30° 00' 53.000"

90° 26' 22.898"

90° 26' 6.500"

90° 26' 00.300"

30° 00' 59.000"

30° 00' 50.000"

90° 26' 20.300"

90° 26' 08.401"

90° 25' 58.800"

30° 00' 55.631"

30° 00' 58.954"

90° 26' 14.060"

90° 26' 11.616"

BORING LOCATIONS

BCB-7

BCB-8

BC3B-7

30° 00' 51.700"

30° 00' 55.100"

90° 26' 04.500"

90° 26' 02.600"

BC3B-8

30° 00' 57.600" 90° 26' 18.800"

30° 01' 01.200" 90° 26' 15.101"

27 AUG 2019

ELEVATION AS OF

NATURAL GROUND

5.44

5.33

4.27

N/A

4.52

6.45

4.77

6.12

2.67

1.18

4.32

5.39

BCSB-19-003

0 300' 600'

SCALE:1"=300'

PLAN VIEW

C .d g n

E X

C A

V A

N P

L A

N A

N D B

O R

G S P

C-02

ADDITIONAL LENGTHS ARE ADDED

SURVEY TOP OF RISER PIPE EACH TIME

SETTLEMENT PLATES WITH RISER PIPES

STOCKPILE

GROUNDLINE PRIOR TO COMMENCING STOCKPILING.

FROM ADJACENT HIGH SPOTS TO CREATE A SMOOTH

DEPRESSIONS/HOLES SHALL BE FILLED W/MATERIALS

WELDED TO PLATE

RISER PIPE 6" STD

20'

WIDTH VARIES, SEE STOCKPILE LAYOUT DWG. C-01

E X

G G

R O

U N

T O

A B

O V

O F E

X C

A V

A T

T O

D E

P T

S T

O C

K P

E A

R E

M A

U M

S T

O C

K P

E A

R E

M A

U M

OR AS DIRECTED BY THE CO

SPACING AS PER PLAN C-01

A N

S I

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

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O T D

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T E

M A

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S C

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H -8 -4

B .J .L

B L A

N D

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U R

E N H

H A

T T

E N P .E

B O

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E T C

A R

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T O

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R R

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H A

R T

R A

O U

N A

S E

P T

E M

B E

W P -2

-B -0

M .A .B

1% SLOPE

STOCK PILE CROSS SECTION

SCALE : N.T.S.

1V 3H M

AX.

1V : 3H M

AX.

SETTLEMENT MEASUREMENT GAGES

TYPICAL GAGE DETAIL

SCALE : N.T.S.

C/L

1/4(TYP.)

SHOULD THE CONTRACTOR DESIRE PAYMENT FOR PLACING ADDITIONAL

FILL DUE TO FOUNDATION SETTLEMENT DURING CONSTRUCTION, HE SHALL FURNISH

AND INSTALL SETTLEMENT GAGES AT LOCATIONS SHOWN ON THE DESIGN SECTION

AND AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE SETTLEMENT

MEASUREMENT RANGE FOR EACH SETTLEMENT GAGE SHALL REPRESENT HALF THE

DISTANCE IN EACH DIRECTION FROM EACH SETTLEMENT GAGE MEASURED ALONG

THE CENTERLINE OF THE STOCKPILE SECTION. RISER PIPES ARE PERMITTED ON

THE SETTLEMENT GAGES.

S L

O P

E T

D R

BOLTED IN 4' PANEL MATS

(1' X 1' X 20')

NEW TIMBER MATTING

TOP OF TRUCK WASHDOWN RACK

PANEL MATS

BOLTED IN 4'

(1' X 1' X 12')

NEW TIMBER MATTING

BASE OF TRUCK WASHDOWN RACK

PANEL MATS

BOLTED IN 4'

(1' X 1' X 20')

NEW TIMBER MATTING

TOP OF TRUCK WASHDOWN RACK

AND DRAIN)

RECEIVE MATTING

EXCAVATION 12' X 20' (TO

SCALE : N.T.S.

PLAN VIEW

PROFILE

(TYPICAL)

TO TRUCK WASHDOWN RACK

FOR INGRESS AND EGRESS

(SURFACING MATERIAL)

CONTRACTOR TO PROVIDE RAMP

1% SLOPE

BOLTED IN 4' PANEL MATS

NEW TIMBER MATTING (1' X 1' X 12')

BASE OF TRUCK WASH RACK

SCALE : N.T.S.

TRUCK WASHDOWN RACK

NOTES:

1. WASHDOWN RACK TO BE CONSTRUCTED UPON EXERCISE OF OPTION 2.

LOCATION(S) SHALL BE PROVIDED UPON EXERCISE OF OPTION 2.

2. "TIMBER MATTING" IS USED FOR ILLUSTRATION IN THE TRUCK

WASH RACK DETAIL, ADDITIONAL MATERIALS ARE AVAILABLE

FOR THE TRUCK WASH RACK CONSTRUCTION, AS DETAILED IN

THE SPECIFICATIONS.

CONTROL LINE

NOTE:

CONTRACTOR SHALL COMPLETE STOCKPILE AREA 1

PRIOR TO COMMENCING STOCKPILING OPERATIONS

IN AREA 2.

C-03

C E

L L

A N

E O

U S D

E T

S T

O C

K P

E S

E C

N A

N D

C .d g n

S I

NEW ORLEANS DISTRICT

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A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

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L E

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A R

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H -8 -4

B .J .L

B L A

N D

R Y

L A

U R

E N H

H A

T T

E N P .E

B O

N N

E T C

A R

R E S

T O

C K

E C

O N

T R

A C

K R

E D

U C

N P

R O J E

C T

H U

R R

A N

E A

N D S

T O

R M D

A M

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H O

R E L

A K

E P

O N

T C

H A

R T

R A

O U

N A

S E

P T

E M

B E

W P -2

-B -0

M .A .B

UNIFIED SOIL CLASSIFICATION

DESCRIPTIVE SYMBOLS

NOTES:

SYMBOLS TO LEFT OF BORING

FIGURES TO RIGHT OF BORING

TYPICAL NOTES:

MAJOR DIVISION

C O

A R

S E G

R A

E D

M o re t h a n h a lf o f m a te ri a l is l a rg e r th a n N o s ie v e s iz e

S A

N D

S G

R A

V E

L S

M o re t h a n h a lf o f c o a rs e f ra c ti o n i s s m a ll e r th a n N o s ie v e s iz e

M o re t h a n h a lf o f c o a rs e f ra c ti o n i s la rg e r th a n N o s ie v e s iz e

TYPE

CLEAN

GRAVEL

(Little or No fines)

(Appreciable Amount of

Fines)

CLEAN

SAND

SANDS

(Little or

No Fines)

(Appreciable Amount of

Fines)

LETTER

SYMBOL

SYM

BOL

TYPICAL NAMES

SILTS AND

(Liquid Limit

50)

GRAVEL,Well Graded,gravel-sand mixtures,little or no fines

GRAVEL,Poorly Graded,gravel-sand mixtures,little or no fines

SILTY GRAVEL,gravel-sand-silt mixtures

CLAYEY GRAVEL,gravel-sand-clay mixtures

SAND,Well-Graded,gravelly sands

SAND,Poorly-Graded,gravelly sands

SILTY SAND,sand-silt mixtures

CLAYEY SAND,sand-clay mixtures

SILT & very fine sand,silty or clayey fine sand or clayey silt with slight plasticity

LEAN CLAY,Sandy Clay,Silty Clay,of low to medium plasticity

ORGANIC SILTS,and organic silty clays of low plasticity

SILT,fine sandy or silty soil with high plasticity

FAT CLAY,inorganic clay of high plasticity

ORGANIC CLAYS of medium to high plasticity,organic silts

PEAT,and other highly organic soil

WOOD

SHELLS

WOOD

SHELLS

NO SAMPLE

NOTE: Soils possessing characteristics of two groups are designated by combinations of group symbols.

E G

R A

E D S

M o re t h a n h a lf t h e m a te ri a l is s m a ll e r th a n N o s ie v e s iz e

0 20 40 60 80 100

COLOR

COLOR SYMBOL

TAN

YELLOW

RED

BLACK BK

IGr

BROWN

LIGHT BROWN

DARK BROWN dBr

IBr

Br dGr

GREEN

BLUE

BLUE-GREEN

WHITE Wh

MOTTLED Mot

MODIFICATIONS

MODIFICATION SYMBOL

Traces

Fine

Medium

Coarse cc

Rootlets rt

Lignite fragments lg

Shale fragments sh

Sandstone fragments sds

Shell fragments slf

Organic matter O

Clay strata or lenses CS

Silt strata or lenses SIS

Sand strata or lenses SS

Sandy S

Gravelly G

Boulders B

Slickensides SL

Wood Wd

Oxidized Ox

CONSISTENCY

FOR COHESIVE SOILS

CONSISTENCY

COHESION IN LBS./SQ.FT. FROM

UNCONFINED COMPRESSION TEST

SYMBOL

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

250-500

500-1000

2000-4000 vSo

St vSt

Are natural water contents in percent dry weight

Are liquid and plastic limits, respectively

Ground-water surface and date observed

Denotes location of unconsolidated-undrained triaxial compression test

Denotes free water encountered in boring or sample

Are values of cohesion in lbs./sq.ft. from unconfined compression tests

** Results of these tests are available for inspection in the U.S. Army Engineer District

HIGHLY ORGANIC SOILS

LIGHT GRAY

DARK GRAY

BROWNISH-GRAY

GREENISH-GRAY

GRAYISH-GREEN

GRAYISH-BROWN

GRAY Concretions

CLAYS

10soil is finer, and 90% coarser than D .

WITH FINES

Office, if these symbols appear beside the boring logs on the drawings.

brGr gyBr gnGr gyGn

BlGn

NS No Sample Retrieved

0 20 40 60 80 100

L.L.-LIQUID LIMIT

PLASTICITY CHART

"A " L

P I.

L A

S T

Y I

N D

E X "U

N E

CL-ML

For classification of fine-grained soils in accordance with ASTM D 2487

The D size of a soil is the grain diameter in millimeters of which 10% of the

When underlined denotes D size in mm

Denotes location of consolidation test * *

Denotes location of consolidated-drained direct shear test * *

Denotes location of consolidated-undrained triaxial compression test * * the above three types of shear test * *

Denotes location of sample subjected to consolidation test and each of with a 30'' drop standard split spoon sampler (1 3/8" I.D., 2'' O.D.) and a 140 lb. driving hammer

In parenthesis are driving resistances in blows per foot determined with a

UNDER COLUMNS '' LL'' AND '' PL''

FIGURES TO LEFT OF BORING

centimeters per second of undisturbed sample

Where underlined with a solid line denotes laboratory permeability in centimeters per second of sample remoulded to the estimated natural void ratio

Where underlined with a dashed line denotes laboratory permeability in

UNDER COLUMN '' W OR D ''

FIGURES TO LEFT OF BORING

and/or a 1 3/8" I.D. Split Spoon Sampler.

b. General type borings are taken with a 1 7/8" I.D. Tube Sampler

a. Undisturbed borings, indicated by the letter "U", are taken with a 5'' I.D. Piston Type Sampler.

4. Unless otherwise noted:

compression tests are shown.

is approximate, except within those vertical reaches of the borings where shear strengths from unconfined

3. Consistency of cohesive soils shown on the boring logs is based on driller's log and visual examination and locations or within the vertical reaches of such borings.

available from the boring but does not necessarily mean that ground-water will not be encountered at the on the dates shown. Absence of water surface data on certain borings indicates that no ground-water data are

2. Ground-water elevations shown on the boring logs represent ground-water surfaces encountered in such borings clause entitled ''Differing Site Conditions''.

if encountered, such variations will not be considered as differing materially within the purview of the contract vertical reaches, local variations characteristic of the subsurface materials of the region are anticipated and,

1. While the borings are representative of subsurface conditions at their respective locations and for their respective

ML or OL

C L o r

C H o r

MH or OH

1000-2000

B-01

B O

G L

E G

E N

G .D

S I

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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N E

W O

R L E

A N

S L

O U

N A

S T

C H

A R

L E

S P

A R

H L

O U

N A

H -8 -4

B .J .L

B L A

N D

R Y

L A

U R

E N H

H A

T T

E N P .E

S E

P T

E M

B E

W P -2

-B -0

M .A .B

B O

N N

E T C

A R

R E S

T O

C K

E C

O N

T R

A C

K R

E D

U C

N P

R O J E

C T

H U

R R

A N

E A

N D S

T O

R M D

A M

A G

W E

S T S

H O

R E L

A K

E P

O N

T C

H A

R T

R A

O U

L E

V A

N S I

N F

E E

T N .A .V .D

35 SlS,So,Ox Gr78 SlS,vSo,Wd,Ox Gr&Br

36 SlS,So,Wd,Ox Gr 70 So,Wd,rt dGr

58 M,Wd,Ox Gr

So,Wd,Ox Gr&Br

M,Wd,rt,Ox Gr

60 So,Wd,rt,Ox

52 M,Wd,rt,Ox

69 M,Wd,rt

Gr&Br

63 So,Ox

84 M,Wd

SlS

68 vSo,Wd,rt

36 CS,slf

SlS68 vSo,Wd,Ox,rt

44 SlS,vSo,cc 61 So

SlS58 vSo,Wd,Ox

48 SlS,vSo,Wd Gr&dGr

GROUND EL. 1.8W or D10 Cnt

(LL PL)

3.2 (41 24)

9.0 (114 59)

3.8 (90 44)

3.8 (91 33)

4.1 (91 36)

11.0% Sand

6.8 (62 27)

3.6 (93 45)

2.5 (48 23)

Org

-10

-20

-30

-40

E L E

V A

N S I

N F

E E

T N .A .V .D

-10

-20

-30

-40

E L E

V A

N S I

N F

E E

T N .A .V .D

-10

-20

-30

E L E

V A

N S I

N F

E E

T N .A .V .D

-10

-20

-30

Date: 2/11/2009

WATER TABLE 1.0 FT.

30°00'59.000" 90°26'22.898" (P)

BOR. BC3B-21 (09-050B)

56 M,Ox

59 M,Ox,rt

60 M,Ox

36 St,Ox,Wd

36 St,Ox

SlS

65 M,Ox,Wd,rt

O90 M,SlS,rt,Wd,slf

SlS41 So,Ox,rt

SlS45 So,Ox

41 SlS,So,Ox,slf,rt

GROUND EL. -0W or D10

34 M,Ox,Wd,rt

59 M,Wd,Ox,rtSlS

48 M,Ox,Wd,O

SS44 So,Wd,Ox,rt

40 M,Wd,rt

51 M,Wd,O,Ox gnGrSlS

59 M,Ox,Wd,rt Gr

O128 M,SlS,Wd,rt dGr

58 So,Wd,O,rt SlS

71 So,Ox

GROUND EL. -0W or D10

Org

Cnt

Org

Cnt

LL PL LL PL

100 31

100 35

61 23

128 54

48 21

9.2%

8.2%

5.6%

4.8%

6.5%

4.7%

5.5%

3.7%

11.5%

106 33

53 20

85 29

185 53

84 24

12.1%

10.8%

21.1%

7.8%

9.5%

8.0%

Date: 4/27/2006

30°00'55.631" 90°26'14.06"

BOR. BCB-9 (06-24)

Date: 4/27/2006

30°00'58.954" 90°26'11.616"

BOR. BCB-10 (06-24)

60 So,Ox

51 M,Ox

53 So,Ox

37 M,rt,Ox

44 M,Ox

61 So,Ox,rt

85 So,Ox,rt,Wd

SlS

51 So,Ox,rt

SS45 So,rt

44 SS,So,Ox

W or D10

32 SlS,So,Ox

SlS

M,Ox

SS35 So,Ox

44 So,Ox

54 So,Ox,rt

63 So,rt,Ox

SlS

103 So,Ox,rt,O Gr&dGr

SS39 So,rt

68 SlS,So,Ox,slf

W or D10

Org

Cnt

LL PL

Org

Cnt

LL PL

99 34

66 27

92 35

62 27

7.5%

6.2%

7.5%

4.8%

5.7%

5.2%

8.3%

4.5%

3.9%

3.2%

6.4%

5.8%

3.2%

5.6%

6.7%

9.3%

3.5%

6.9%

35 22

93 34

71 26

106 35

37 20

14.7%

GROUND SURFACE GROUND SURFACE

Date: 4/27/2006

30°01'01.20" 90°26'15.101"

BOR. BCB-8 (06-24)

Date: 4/27/2006

30°00'57.6" 90°26'18.8"

BOR. BCB-7 (06-24)

REMOVAL OPERATIONS AND OPERATION OF THE BONNE CARRE SPILLWAY STRUCTURE.

THE TOP PORTIONS AND GROUND ELEVATIONS OF THE AREA MAY DIFFER DUE TO SAND AND/OR SILT

- ALL BORINGS PRESENTED SHOW THE SOIL STRATA AS THEY WERE AT THE TIME THEY WERE DRILLED.

BELOW 9.0% ORGANIC CONTENT OR WASTED IF IT CANNOT BE SUITABLLY BLENDED.

- MATERIAL ABOVE 9.0% ORGANIC CONTENT MAY BE BLENDED TO PRODUCE A FINAL PRODUCT

- THE BORINGS WERE TAKEN WITH A 1 INCH I.D. GEOPROBE TYPE SAMPLER.

- SOME OF THE MOISTURE CONTENT VALUES ARE OFFSET FOR CLARITY.

NOTES:

29 CS,Ox,rt Gr59.9 24 SS,St,Ox Gr&Br48.032 16 38 SlS,St,Ox Gr&T2.760 40

No Sample

34 CS,Wd Br53.7 42 vSo,S,Ox Br&Gr46 So,Ox,rt,S Gr&T2.560 40 35 CS,Ox Br 33 SlS,So,CS,Ox Gr37 12 67 So,Wd,Ox Gr&Br 61 So,Ox6.9 32 CS,Ox

Gr 55.5

26 CS,S40 So Br&Gr2.859 39 61 SlS,So,Ox Bl&lGr106 75

48 M,Ox Gr&T2.8 No Sample

44 CS,S,Ox Gr&Br37.4 44 vSo Br&Gr 63 So Bl&T96 72 60 M,rt Bl3.

75 M,rt,Ox,cc Gr3.9

No Sample 50 vSo,Ox49 29 84 So,Ox Gr&Br 53 M T&Gr 34 SlS,So,CS,S35 13 29 CS,S Gr 31 CS Gr&dGr54.0 38 SS,So,Ox,cc29.835 17 54 SlS,So,S,Ox

Gr 56 38

GROUND EL. 5.33D10W

COARSE

ORG

CNTPILL

Date: 8/28/2019

(MVN-2019-006B)

30°01'03.700" 90°26'20.300" (P)

BOR. BCSB-19-003

B-02

B O

G L

O G

B .d

S I

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

S T

C H

A R

L E

S P

A R

H L

O U

N A

H -8 -4

B .J .L

B L A

N D

R Y

L A

U R

E N H

H A

T T

E N P .E

S E

P T

E M

B E

W P -2

-B -0

M .A .B

B O

N N

E T C

A R

R E S

T O

C K

E C

O N

T R

A C

K R

E D

U C

N P

R O J E

C T

H U

R R

A N

E A

N D S

T O

R M D

A M

A G

W E

S T S

H O

R E L

A K

E P

O N

T C

H A

R T

R A

O U

N A

25 rt,Wd Br&T 69 vSo Br 50 vSo Gr

No Sample

60 vSo,Wd,rt Gr 28 M,Wd Gr&T

No Sample

M,S,rt

So,S

44 So,S 38 vSo,S

Gr&T

29 So,S 53 SlS,So

38 So 35 So,rt

Gr&T

42 So 64 So,S 39 So 39 So 47 SlS,So,O 29 So

35 So,Wd Gr&T 37 So 57 vSo,CS

No Sample

GROUND EL. 4.94W or D10 41 So,S,rt 38 So,Wd 50 M,rt

Gr&T

No Sample

45 SlS,M,rt Gr&T 34 M,rt Gr 29 M,rt Gr&T

No Sample 41 SlS,So,Wd Br&Gr 38 So,rt,S Gr&T

So Gr

35 So,S,rt Gr&T 32 So,S 45 M 46 M,rt

42 vSo Gr&T 42 vSo,rt 42 vSo,S 62 So,rt

46 So Br&Gr

So,S

62 So,Wd 48 vSo,S 61 So,O

So,S

GROUND EL. 5.22W or D10 Org

Cnt

Org

Cnt

(LL PL) (LL PL)

7.8 (54 27)

4.7 (53 17)

3.0 10.4% Sand (58 19)

2.4 (37 21)

2.2 (42 16)

3.0 (94 24)

2.2 (46 16)

3.3 (61 18)

3.2 (79 19)

15.7% Sand

2.3 (44 15)

16.6% Sand

1.3 (39 14)

1.8 14.2% Sand (40 14)

4.4 (83 21)

1.9 19.8% Sand (41 16)

E L E

V A

N S I

N F

E E

T N .A .V .D

-10

-20

-30

E L E

V A

N S I

N F

E E

T N .A .V .D

-10

-20

-30

DATE: 02/01/2009

WATER TABLE 2.0 FT.

30°00'53.000" 90°25'58.800" (G)

BOR. BC3B-9 (06-069039)

DATE: 02/01/2009

WATER TABLE 1.3 FT.

30°02'48.907" 90°25'38.093" (G)

BOR. BC3B-10 (06-069039)

E L E

V A

N S I

N F

E E

T N .A .V .D

-10

-20

-30

-40

44 SlS,M,rt,Wd,Ox Br&Gr 44 M,Wd,rt,Ox

SlS 47 M,Ox,rt

38 SlS,M,Wd,rt,Ox Br&Gr

60 vSo,Wd,Ox Gr&Br So,Wd,rt,Ox Br&Gr

58 So,Wd,Ox Gr 48 M,Wd,Ox Gr&Gr

SlS

67 vSo,Wd,rt,Ox Gr&Br&gnGr 49 SlS,So,Wd,rt,Ox

58 vSo,Wd,rt,Ox Gr&Br

68 vSo Gr

66 vSo,Wd,rt,Ox Gr&Br 69 M,Wd,rt,Ox

60 vSo,Wd,rt,Ox Br&Gr

82 So,Wd,rt,Ox Gr&Br 123 So,Wd,rt,O dGr&Br

72 vSo,Wd,cc

88 vSo,Wd,Ox,rt

SlS

109 vSo,Wd,Ox

SlS60 So,cc

83 SlS,So,cc 63 SlS,vSo,rt,Wd,Ox

87 vSo,Wd,rt,Ox

56 vSo,rt,cc,Ox Gr&dGrSlS 56 vSo,Wd,rt,slf Gr

GROUND EL. 5.4W or D10 29 CS,rt,Wd,O Br&Gr

37 vSo,rt,Ox gyBr 32 vSo brGr33 M,Ox,rt,Wd Br34 SlS,M,Wd,Ox brGr 54 SlS,vSo,Wd,Ox gyBr

40 SlS,vSo,Wd,rt,Ox brGr

57 So,Wd,rt gyBr

46 M,Wd,rt,Ox Gr&gnGrSlS

54 St,Ox Gr 38 SlS,St,Ox,Wd

37 SlS,So,Wd,Ox30 SlS,M,Ox gnGr&Br

36 M,Ox Gr 37 M,Ox,Wd brGr

SlS 47 vSo,Ox gnGr&brGr

35 SlS,vSo,Ox 30 CS,Ox

53 M Gr

46 SlS,vSo,Ox brGr&gyBr 35 CS,Ox Gr

71 So,O,Ox Gr&dGr

49 vSo brGr SlS

60 vSo 44 SlS,vSo

30 CS,Ox 56 So 87 vSo,cc

SlS vSo

GROUND EL. 5.9W or D10 Org

Cnt

Org

Cnt

(LL PL) (LL PL)

(61 22)

(37 21)

(95 29)

12.8% Sand (54 19)

(89 27)

(88 26)

11.6% Sand

46.4% Sand

12.3% Sand (83 26)

29.0% Sand

(76 22)

(61 22)

(53 18)

(119 33)

11.9% Sand (88 25)

(59 21)

3.4

2.0

4.7

2.5

3.7 8.9

3.6 6.3

3.9

2.4

1.8

1.9

3.4

4.2

4.6

2.5

E L E

V A

N S I

N F

E E

T N .A .V .D

-10

-20

-30

-40

Date: 1/31/2009

WATER TABLE 1.3 FT.

30°00'58.201" 90°26'06.500" (P)

BOR. BC3B-5 (09-050B)

Date: 1/31/2009

WATER TABLE 1.5 FT.

30°00'53.701" 90°26'08.401" (P)

BOR. BC3B-6 (09-050B)

39 So,S,rt Br&Gr

No Sample

35 So,rt Gr&T 40 SlS,M Gr

No Sample

41 M Gr 33 St,WdSlS 40 M

Gr&T

38 So 39 So

SlS

So,rt

50 vSo,S 57 So,Wd 65 So,O,rt

120 O,vSo,Wd 48 So,S,rt 39 So,S 28 So,S,CS

No Sample 74 vSo,O

So,S Gr

GROUND EL. 4.77W or D10

33 M

52 SlS,So

Gr&T

No Sample 49 M,S 34 M,Wd 34 M

No Sample 39 So 53 So,cc,Wd

Gr&T

32 So,Wd Gr No Sample

M Gr&T

43 M 44 So,Wd

SlS

47 So,O,rt

41 So Gr&T 50 So,Wd GrSlS 51 So,Wd Gr&T 35 So,S Gr 56 SlS,So,Wd Gr&T 76 So,Wd,rt

GROUND EL. -5.59W or D10

SlS Gr

Org

Cnt

Org

Cnt

(58 19)

(71 19)

(59 16)

(71 17)

(61 17)

(147 40)

(27 18)

(71 20)25.6% Sand

3.0

3.1

2.5

3.3

3.4

16.5

1.6

3.4

(LL PL)

(49 21)

(32 21)

(55 19)

(46 14)

(69 20)

(74 23)

(95 22)

3.5

1.4

2.6

1.7

3.1

3.5

5.1

19.1% Sand

67.3% Sand

2.0 18.2% Sand (45 19)

39 So,S,rt Br&Gr

No Sample

35 So,rt Gr&T 40 SlS,M Gr

No Sample

41 M Gr 33 St,WdSlS 40 M

Gr&T

38 So 39 So

SlS

So,rt

50 vSo,S 57 So,Wd 65 So,O,rt

120 O,vSo,Wd 48 So,S,rt 39 So,S 28 So,S,CS

No Sample 74 vSo,O

So,S Gr

GROUND EL. 4.77W or D10

33 M

52 SlS,So

Gr&T

No Sample 49 M,S 34 M,Wd 34 M

No Sample 39 So 53 So,cc,Wd

Gr&T

32 So,Wd Gr No Sample

M Gr&T

43 M 44 So,Wd

SlS

47 So,O,rt

41 So Gr&T 50 So,Wd GrSlS 51 So,Wd Gr&T 35 So,S Gr 56 SlS,So,Wd Gr&T 76 So,Wd,rt

GROUND EL. -5.59W or D10

SlS Gr

Org

Cnt

Org

Cnt

(58 19)

(71 19)

(59 16)

(71 17)

(61 17)

(147 40)

(27 18)

(71 20)25.6% Sand

3.0

3.1

2.5

3.3

3.4

16.5

1.6

3.4

(LL PL)

(49 21)

(32 21)

(55 19)

(46 14)

(69 20)

(74 23)

(95 22)

3.5

1.4

2.6

1.7

3.1

3.5

5.1

19.1% Sand

67.3% Sand

2.0 18.2% Sand (45 19)

DATE: 01/31/2009

WATER TABLE 0.5 FT.

30°00'55.100" 90°26'02.600"

BOR. BC3B-7 (06-069039)

DATE: 04/29/2009

WATER TABLE 1.5 FT.

30°00'51.700" 90°26'04.500"

BOR. BC3B-8 (06-069039)

REMOVAL OPERATIONS AND OPERATION OF THE BONNE CARRE SPILLWAY STRUCTURE.

THE TOP PORTIONS AND GROUND ELEVATIONS OF THE AREA MAY DIFFER DUE TO SAND AND/OR SILT

- ALL BORINGS PRESENTED SHOW THE SOIL STRATA AS THEY WERE AT THE TIME THEY WERE DRILLED.

BELOW 9.0% ORGANIC CONTENT OR WASTED IF IT CANNOT BE SUITABLLY BLENDED.

- MATERIAL ABOVE 9.0% ORGANIC CONTENT MAY BE BLENDED TO PRODUCE A FINAL PRODUCT

- THE BORINGS WERE TAKEN WITH A 1 INCH I.D. GEOPROBE TYPE SAMPLER.

- SOME OF THE MOISTURE CONTENT VALUES ARE OFFSET FOR CLARITY.

NOTES:

B-03

B O

G L

O G

B .d

S I

NEW ORLEANS DISTRICT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

S T

C H

A R

L E

S P

A R

H L

O U

N A

H -8 -4

B .J .L

B L A

N D

R Y

L A

U R

E N H

H A

T T

E N P .E

B O

N N

E T C

A R

R E S

T O

C K

E C

O N

T R

A C

K R

E D

U C

N P

R O J E

C T

H U

R R

A N

E A

N D S

T O

R M D

A M

A G

W E

S T S

H O

R E L

A K

E P

O N

T C

H A

R T

R A

O U

N A

S E

P T

E M

B E

W P -2

-B -0

M .A .B

2007 2008 2009

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20 0 0

5 5

10 10

15 15

20 20

25 25

30 30

35 35

40 40

45 45

2010 2011 2012

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20 0 0

5 5

10 10

15 15

20 20

25 25

30 30

35 35

40 40

45 45

2013 2014 2015

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20 0 0

5 5

10 10

15 15

20 20

25 25

30 30

35 35

40 40

45 45

2016 2017 2018

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20

JAN

10 20

FEB

10 20

MAR

10 20

APR

10 20

MAY

10 20

JUN

10 20

JUL

10 20

AUG

10 20

SEP

10 20

OCT

10 20

NOV

10 20

DEC

10 20 0 0

5 5

10 10

15 15

20 20

25 25

30 30

35 35

40 40

45 45

G A

G E R

E A

G S I

T N

A V

G E R

E A

G S I

N A

V D

3. GAPS IN THE STAGE HYDROGRAPH INDICATES NO READINGS ARE AVAILABLE FOR THAT TIME PERIOD.

2. A MORE COMPLETE HISTORY OF THE RIVER STAGES IS AVAILABLE FROM THE NEW ORLEANS U. S. ARMY ENGINEERING DISTRICT, VICKSBURG.

AT ANY TIME FROM ANY HISTORICAL PATTERNS.

PATTERNS THAT MAY BE INFERRED, ARE DEPENDENT UPON FLUCTUATIONS OF NATURE AND MAY DIFFER SIGNIFICANTLY

THE CONTRACTOR IS EXPECTED TO UNDERSTAND THAT FUTURE WATER STAGES, DESPITE ANY APPARENT HISTORICAL

1. THESE HYDROGRAPHS DEPICT HISTORICAL DATA ONLY AND NO PREDICTION IS INTENDED AS TO FUTURE WATER STAGES.

NOTES:

RIVER MILE: 126.8

GAGE ZERO: 0 FT N.G.V.D. 29

GAGE NAME: MISSISSIPPI RIVER @ BONNET CARRE SPILLWAY

BASIN: MISSISSIPPI RIVER & PASSES

DISTRICT: NEW ORLEANS

GAGE INFORMATION

H-01

H .d g n

S T

A G

E H

Y D

R O

G R

A P

S T

A T

N N

P I

E R A

T B

O N

N E

T C

A R

R E S

L W

H848261_G01

H848261_G02

H848261_G03

H848261_G04

H848261_C01

H848261_C03

H848261_B01

H848261_B03

File details come from the government source that posted it. Updated Dec 27, 2023.