WBV-47.2a_Plans.pdf

PDF 26 MB Posted Jan 9, 2015

Attached to: MVN-SDVOSB MATOC West Bank & Vicinity, New Orleans, LA, Hurricane and Storm Damage Risk Reduction System, WBV-47. 2a Levee Lift West Bank Sta. 770+00 to 977+00, Non-Continuous, Jefferson Parish, LA
Solicitation number: WBV472-15-S-0013
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

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G-02

BARRIERE GOLF COURSE

H W

G E

N E

R A

L D

E G

A U

L L E D

Y M

A P

ALGIERS CANAL

ALGIERS LOCK

E D

-0

G -0

.d g n

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 fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

C W

N W

B V

.2 a L

E V

E E L

W E

S T B

A N

K S

T A T

J E

F F

E R

S O

N P

A R

H L

O U

N A

S E

P T

E M

B E

(N O

N -C

O N

U O

U S

W E

S T B

A N

K V

N E

W O

R L E

A N

S L

A T

C H

A F

A L A

Y A

E R

A R K A N S A S

SHREVEPORT

MONROE

E R

VICKSBURG

NATCHEZ

ALEXANDRIA

R E

E R

LAKE CHARLES

BATON ROUGEL O U I S I A N A

M I S S I S S I P P I

T E X A S

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

VICINITY MAP

ORLEANS

NEW

O U

A C

LOCATION

PROJECT

0 4000’ 8000’6000’2000’ 2000’

LOCATION MAP

SCALE: 1’’ = 2000’

LOCATION AND VICINITY MAPS, GENERAL NOTES, LEGEND AND INDEX OF DRAWINGS

C-01

C-02

C-0

P I R

INTRACOASTAL W

ATERWAY

ALGIERS

BELLE CHASSE

G-03

E X L E

G E

N D

G E

N E

R A

L N

O T

E S

E D

-0

G -0

.d g n

GENERAL NOTES:

INDEX OF DRAWINGSNO.

DESCRIPTION

TABULATION OF BENCHMARK

ELEVATION

COVER SHEETG-01

G-02

G-03

G-04

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

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ABBREVIATIONS

MAX

MIN

TYP

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

OUTSIDE FACE

ON CENTER

TOP AND BOTTOM

TYPICAL

UNDERGROUND

APPROXIMATE

BASELINE

FLOOD SIDE

VERTICAL

DIAMETER

P/S

L/S

FS&M

EXPANSION JOINT

STATION

DRAWINGDWG

HEIGHT

NUMBER

SAN SANITARY

MIRR MIRRORED

* UNLESS OTHERWISE NOTED ON EACH SHEET

APPROX

B/L

EL.

DIA

MISC

T&B

T.S.

UGND

S/P

WIDTH

WATER MAINWM

MISC

LANDWARDL/W

GENERAL LEGEND

EXISTING FENCE

AZ AZIMUTH

F/S

PROTECTED SIDE

LAND SIDE

FERTILIZE, SEED AND MULCH

ELEVATION

EXISTING

EXIST EXISTING

H HORIZONTAL

DIST DISTANCE

P.I.

STA

FEET

SHEET PILE

N.T.S. NOT TO SCALE

P/L PIPELIINE

R/W RIGHT OF WAY

MISCELLANEOUS

C-01

C-02

B-05

B-09

BENCHMARK, INDEX OF DRAWINGS AND GENERAL NOTES

LOCATION AND VICINITY MAP

LIMIT OF CONSTRUCTION

C-03

BASELINE

CONSTRUCTION EASEMENT

EXISTING DRAIN LINE

OVERHEAD POWER LINE

ACCESS

POWER POLE

99/999

TABULATIONS

TYPICAL SECTION

EXISTING R/W

LIMIT OF CONSTRUCTION

BENCHMARKS

L.O.C.

CONSTRUCTION EASEMENTC/E

C-05

B-04

UNDISTURBED BORING

00 00

C-04

TYPICAL LEVEE SECTION

B-01

POINT OF INTERSECTION

DETAILS - MISCELLANEOUS

X-01

PL PLATEF, S & M FERTILIZE, SEED AND MULCH

CONSTRUCTIONCONST.

B-02

B-03

STAGE HYDROGRAPH

(PRIMARY)

PID: AT0760

V 375

(VERIFICATION)

PID:BBCW17

MVN-36

(VERIFICATION)

PID:BBDH14

MVN-37

NAVD 88 (2004.65)

EL. 2.33 FT

LONG: 89° 58’ 18.04217" W

LAT: 29° 55’ 01.55056" N

Y = 517907.01

X = 3712188.66

(2004.65)NAVD 88

EL. 1.71 FT

LONG 90° 00’ 14.21175" W

LAT 29° 52’ 59.90071" N

Y = 505499.261

X = 3702109.164

NAVD 88 (2009.55)

EL. -0.77 FT

LONG 90° 00’ 47.71163" W

LAT 29° 51’ 59.86752" N

Y = 499401.297

X = 3699230.28

LOGO CAP. THE MARK IS 3.23 METERS W FROM A WITNESS POST

WEST OF A CONCRETE LAMP POST. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH

5.85 METERS (19.2 FT) SOUTH OF THE SOUTHEAST ENTRANCE GATE POST, 3.53 METERS (11.6 FT)

(22.5 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE ROAD LEADING TO THE LOCKS,

GATE OF THE ALGIERS LOCKS, LOCATED AT THE SOUTH END OF BLYTHE STREET, 6.85 METERS

WITH ROAD. IN NEW ORLEANS, ON THE WEST BANK, AT THE SOUTHEAST SIDE OF THE ENTRANCE

DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 IN NEW ORLEANS. THE MARK IS ABOVE LEVEL

WEST BANK ALGIERS CANAL.

APPROXIMATELY 100FT. SOUTH S/E OF S/E CORNER OF PLANTERS PUMP STATION

BYPASS ROAD, GO 0.3 MILES TO PLANTERS PUMP STATION. MARK IS IN GRASS AREA

TO 90° BEND IN ROAD AT CANAL. TURN RIGHT ON TO BYPASS ROAD, TURN RIGHT ON

NEW ST. AND ROAD TURNS TO GRAVEL. CONTINUE ON NORTH MILDRED RD. 0.4 MILES

MILDRED RD., GO NORTH ON MILDRED RD. 0.3 MILES TO STOP SIGN INTERSECTION OF

333°-00’ 98.0FT.; TO REACH MARK FROM INTERSECTION OF HWY 23 BELLE CHASE HWY AND

60°-00’ 35.3FT.; REF#2: CONCRETE FLOODWALL; 270°-00’ 41.5FT.; REF#3: PI IN FLOODWALL;

STATION WEST BANK OF ALGIERS CANAL.;REF#1: "V" IN CONCRETE APRON;

"MVN 36 2012". LOCATED IN GRASS AREA SOUTH S/E CORNER OF PLANTERS PUMP

OF 80 FT., ENCASED IN 6"X24" PVC PIPE WITH ALUMINUM ACCESS COVER STAMPED

MVN 36 IS 1/2" STAINLESS STEEL ROD WITH DATUM POINT, DRIVEN TO A DEPTH

FLOOD GATE (ACW06).

COMPANY (619 ENGINEERS RD). 49.2 FT WEST OF CL LEVEE, AND 97 FT NORTH OF N/E EDGE

SIDE TOE, 100 FT N-NE OF GRAVEL ACCESS RD THROUGH FLOOD GATE BEHIND BEAN BARGE

BARGE CO ON LEFT. TURN LEFT, GO S-SE TO LEVEE 700FT. MARK ON LEFT AT PROTECTED

(ENGINEERS RD) GO S-SW ON HWY 3017 0.7 MILES TO INTERSECTION OF DRIVEWAY OF BEAN

ACCESS COVER. TO REACH FROM INTERSECTION HWY 23 (BELL CHASE HWY) AND HWY 3017

STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 72 FT, ENCASED IN PVC PIPE WITH ALUM

C-06

SOIL BORING LEGEND

BORING LOGS

B-06

B-07

B-08

B-10 BORING LOGS

B-11 BORING LOGS

B-12 BORING LOGS

PLAN AND PROFILE

G-05 ROW TABULATIONS

DATED 03 JAN 2013.

15. FOR INFORMATION ONLY, RIGHT OF WAY DRAWING, FILE # H-8-47942,

CONDITIONS WHICH WILL AFFECT THE PERFORMANCE OF THE WORK.

ADDITIONAL SURVEYS AND INVESTIGATIONS AS NECESSARY TO DETERMINE

THE BORING LOCATIONS. THE CONTRACTOR, AT HIS OWN EXPENSE, MAY MAKE

AND CONDITION OF THE MATERIALS WHICH WILL BE ENCOUNTERED BETWEEN

14. THE CONTRACTOR SHALL MAKE HIS OWN INTERPRETATION OF THE CHARACTER

THE START OF CONSTRUCTION.

INFORM HIMSELF RELATIVE TO THE EXISTING CONDITIONS PRIOR TO

13. THE CONTRACTOR SHALL VISIT THE SITE OF WORK AND COMPLETELY

MOIST TO PREVENT BLOWING DUST.

WITHIN THE LEVEE RIGHT OF WAY. THE EMBANKMENT SHALL BE KEPT

UNNECESSARY DUST WHILE TRANSPORTING EARTHEN MATERIAL

12. DUST CONTROL - CONTRACTOR SHALL TAKE MEASURES TO PREVENT

BE REPAIRED AT THE CONTRACTOR’S EXPENSE.

UTILITIES CAUSED BY CONSTRUCTION OPERATIONS. THE DAMAGE SHALL

11. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING

ALL UTILITY CONTACTS.

LOCATIONS PRIOR TO CONSTRUCTION. SEE SPECIFICATIONS FOR A LIST OF

THE CONTRACTOR’S RESPONSIBILITY TO VERIFY ALL EXISTING UTILITY

ON INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. IT IS

ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE BASED, IN PART,

10. LOCATION OF EXISTING UTILITIES INDICATED ON THE PLAN SHEETS

9. ALL DIMENSIONS AND ELEVATIONS MARKED N.T.S. ARE "NOT TO SCALE".

UNLESS OTHERWISE STATED.

8. ALL OFFSET DISTANCES ARE MEASURED PERPENDICULAR TO THE BASELINE

7. AZIMUTHS SHOWN ARE MEASURED CLOCKWISE FROM THE NORTH.

DATUM: NAD 83, STATE PLANE, LA SOUTH, ZONE 1702, US FEET.

6. XY COORDINATES USED IN DRAWINGS REFER TO HORIZONTAL

SECTIONS FOR EXISTING CONDITIONS.

00 NOT REFLECT EXISTING CONDITIONS. REFER TO THE CROSS

5. AERIAL PHOTOGRAPHY FLOWN (2013). THE AERIAL PHOTOGRAPHS

BY DASHED TICKS.

LAMBERT CONFORMAL CONIC PROJECTION IS REPRESENTED

AMERICAN DATUM IS REPRESENTED BY SOLID TICKS AND

4. INSIDE PLAN AREAS, POLYCONIC PROJECTION 1983 NORTH

NOTED.

3. ELEVATIONS REFER TO NAVD88 (2004.65) UNLESS OTHERWISE

OTHERWISE NOTED.

2. ORIGINAL DATA COMPILED NAD 83 US SURVEY FOOT UNLESS

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

POINTS ARE AVAILABLE FROM THE NEW ORLEANS DISTRICT

1. THE DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL

GAS LINE

COMMUNICATION LINE

RIVERMILE

SST STAINLESS STEEL

SPEC SPECIFICATIONS

SF SILT FENCE

B-13 BORING LOGS

B-14 BORING LOGS

B-15 BORING LOGS

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 fiof 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

C W

N W

B V

.2 a L

E V

E E L

W E

S T B

A N

K S

T A T

J E

F F

E R

S O

N P

A R

H L

O U

N A

S E

P T

E M

B E

(N O

N -C

O N

U O

U S

W E

S T B

A N

K V

N E

W O

R L E

A N

S L

G-04

T A

B U

L A

N S

E D

-0

G -0

.d g n

RAMP 1

RAMP 2

RAMP 3

CB1 CB4

SS1

(504) 394-4400APARTMENTS

FOREST ISLE

STECE ENSLOW

NEW ORLEANS 70131

5000 WOODLAND DR

POC

B/L STATION DISPOSITION

PHONE NUMBER

COE

AT&T

RAMP

S&WB

921+50

861+45

821+80

805+67

967+08

972+29

973+44

FENCE

806+48.42

796+82.50

787+40.47

771+55.64

772+74.69

ENTERGY

CHEVRON

UNKNOWN

GULF SOUTH

BRIAN JONES (504) 865-0652

(504) 385-3628

(504) 388-0843

APARTMENTS

FOREST ISLE

832+00 - 850+50

837+87 - 857+05

853+82 - 861+45

(985) 898-1012

871+68 TO 883+43

12-IN WATER MAIN

FENCE WITH GATE

GRETNA, LA 70053

1010 HANCOCK ST.

WILLIAM H. SANDLIN

GRETNA, LA 70053

1001 BIRGIL STREET

JEFF PENDLETON

TIMOTHY COUVILLION

2-IN PVC S.F.M. BURIED

STORM DRAINAGE LINE

AND WATER BOARD

NEW ORLEANS SEWER

MICHAEL WAGUESPACK

(504) 862-2407

SIDNEY "GUY" JOHNSON

N/A

BETTY & THOMAS QUINN

NEW ORLEANS, LA 70118

8795 S. CLAIBORNE AVE.

OVERHEAD POWERLINES

ENTERGY LOUISIANA, LLC

PARTNERS (GULF SOUTH)

BOARDWALK PIPELINE

NEW ORLEANS LA 70118

7400 LEAKE AVE

12-IN GAS PIPELINE BURIED

VICTOR A. LANDRY

36-IN SEWERLINE & MANHOLE

BELLE CHASSE LA 70037

212 PI ST

COVINGTON, LA 70433

111 PARK PLACE, SUITE 100

BELLE CHASSE LA 70037

105 FIELD ST

(504) 592-7172

(504) 914-3470

(504) 382-5727

BELLE CHASSE LA 70037

108 LOUISE ST

OVERHEAD COMMUNICATION CABLE

DENISE BOIHEM

WILLIAM SANDLIN

& OVERHEAD ELECTRIC LINES

AERIAL POWER TRANSMISSION TOWER

WILLIAM H. SANDLIN

COMPANY

CHEVRON PIPELINE

TIMOTHY COUVILLION TIMOTHY COUVILLION

OVERHEAD POWERLINES & POWER POLES

ALGIERS LOCK

U.S. ARMY CORPS OF ENGINEERS

30-IN BURIED GAS LINE & GAS LINE MARKERS

BETTY & THOMAS QUINN BETTY & THOMAS QUINN

COVINGTON, LA 70433

100 NORTH PARK BLVD, ROOM N1120B

ITEM OWNER

OWNER

TABULATION OF TEMP ACCESS EASEMENT

E1 E3

NOTE: PROTECTIVE MATTING SHALL BE PUT IN PLACE BEFORE TRAVERSING OVER ANY UTILITIES.

ADDRESS

DESCRIPTION

P.I. X-COORDINATE Y-COORDINATE

3704671.291

510368.4993704271.302

509639.6743703976.820

509449.6263704210.823

3704199.677 509342.663

TABULATION OF STAGING AREA 1

POINTS YX

3707625.618

510272.082

513928.9553707541.374

(3)

TO BE REMOVED & REPLACED

TO BE REMOVED

TO BE RELOCATED

TO BE DE-ENERGIZED

BY CONTRACTOR

TIMBER MAT BRIDGE

CONSTRUCTION

CONCURRENT WITH

PRIOR TO CONSTRUCTION

DO NOT DISTURB

BY OTHERS

BY OWNER

(1)

(2)

(3)

(A)

(B)

DO NOT DISTURB, NO ACCESS

DISPOSITION LEGEND

(3)

TABULATION OF STAGING AREA 2

514305.7643707375.003

514232.3603707289.898

POINTS YX

3704644.944

510185.5283704602.339

514004.882

510310.1343704493.880

510229.4563704454.094

510271.923

TABULATION OF FACILITIES WITHIN THE LIMITS OF WORK

UTILITY/FACILITY OWNER INFORMATION

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 fiof 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

C W

N W

B V

.2 a L

E V

E E L

W E

S T B

A N

K S

T A T

J E

F F

E R

S O

N P

A R

H L

O U

N A

S E

P T

E M

B E

(N O

N -C

O N

U O

U S

W E

S T B

A N

K V

N E

W O

R L E

A N

G-05

E D

-0

G -0

.d g n

R O

W T

A B

U L

A T

N S

3704306.66

3705245.54

P.I. X-COORDINATE Y-COORDINATE

TABULATION OF RIGHT-OF-WAY

P.I. X-COORDINATE Y-COORDINATE

517243.343711435.45

517189.083711303.98

517031.453711124.24

513134.753706637.41

513129.203706631.02

513096.283706593.52

513063.063706556.29

513029.543706519.33

512995.733706482.63

512961.623706446.21

512927.233706410.06

512892.543706374.19

512857.573706338.6

512822.323706303.29

512786.783706268.27

512750.963706233.53

512714.873706199.07

512678.503706164.91

512641.863706131.04

512604.953706097.47

512567.773706064.19

512530.323706031.22

512492.613705998.54

512454.643705966.17

512416.413705934.10

512377.933705902.34

512339.193705870.89

512300.213705839.75

501649.223700422.69

3700957.37

3702205.96

3702242.87

3702157.5

3702070.54

3702263.11

3702449.78

3702544.61

3702588.12

3703642.75

3704363.32

3704311.76

3704084.92

3704320.07

3704602.76

3704707.11

3704769.83

3705398.08

3705525.74

3705627.02

3705853.3

3706019.25

3706251.64

3706424.73

3706626.35

3707132.96

3707602.65

884+98.22

965+23.15

937+64.25

936+54.94

935+27.34

934+06.76

928+94.88

775+22.94

516992.81

901+95.11

887+23.08

885+91.64

926+98.22

926+03.19

925+24.19

882+13.56

875+72.03

872+76.27

871+71.15

870+85.02

860+30.96

857+15.22

854+67.89

502697.6

505157.8

505260.69

505355.52

505439.05

505913.33

505851.45

505845.34

505911.28

507987.91

509301.72

509420.32

509498.22

509670.2

510267.07

510180.09

510167.45

510226.49

511167.09

511443.54

511655.38

511813.81

512127.27

512350.58

512605.57

512783.78

B/L STATION

771+77.48

772+72.19

776+08.38

776+85.41

795+57.31

797+68.16

800+84.36

808+20.17

820+92.07

824+60.48

830+77.81

837+46.38

840+21.60

842+70.03

846+15.03

848+93.25

852+79.85

771+03.16

TABULATION OF BASELINE

X Y

3711674.18 516940.3

3711647.92 517009.82

3711557.56 517038.2

3711306.82 517040.72

517032.83711221.75

3711155.91

3709743.42 515764.45

515616.03 3709593.66

515376.07 3709387.74

514897.1 3708829.17

514056.153707874.94

512971.11

513407.39

513807.99

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 fiof 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

C W

N W

B V

.2 a L

E V

E E L

W E

S T B

A N

K S

T A T

J E

F F

E R

S O

N P

A R

H L

O U

N A

S E

P T

E M

B E

(N O

N -C

O N

U O

U S

W E

S T B

A N

K V

N E

W O

R L E

A N

F W

O R

K S

T A

M A

T C

H L

E S

T A

C-01

G E

N E

R A

L D

E G

A U

L L E D

P L

A N

E D

-0

C -0

.d g n

CONSTRUCTION GRADE EL. 9.2

NO WORK AREANO WORK AREA NO WORK AREA

S T

NO WORK AREA NO WORK AREA

NO WORK AREA

S T

,7 ,0

515,000

516,000

517,000

515,000

516,000

517,000

°5

’ 5

°5 ’ 0

°5 ’5

°5 ’4

°5

’4

°5 ’3

°5

’3

°5 ’2

°5

’2

°5

’3

°5 ’2

°5

’2

°5

’2

°5

’1

°5

’1

°5

’ 5

°5 ’ 0

°5

’5

°5 ’5

°5 ’4

°5

’4

°5 ’3

°5

’2

°5

’1

°5

’1

29°54’20"

29°54 ’25"

29°54 ’30"

29°54 ’35"

29°54 ’40"

29°54 ’45"

29°54 ’50"

29°54 ’55"

29°55 ’ 0"

29°55 ’ 5"

29°54 ’35"

29°54 ’40"

29°54 ’45"

29°54 ’50"

29°54 ’55"

29°55’ 0"

29°55 ’ 5"

29°54 ’20"

29°54 ’25"

29°54’30"

S T

A . 7

S T

3. BASELINE TABULATION CAN BE FOUND IN SHEET G-05.

IN THE FIELD. FILL SHALL TIE IN TO EXISTING GROUND AT CONSTRUCTION GRADE.

2. ALL STATIONS AND DIMENTIONS ARE APPROXIMATE AND MUST BE VERIFIED

1. FOR ACCESS THROUGH ALGIERS LOCK, PATTERSON DR. TO BLVTHE RD,

NOTE:

SCALE: 1’’ = 200’

200’ 200’0 400’ 600’ 800’

770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 815+00 820+00

E L E

V A

N N

A V

E L E

V A

N N

A V

824+00768+00

B /L S

T A

F C

O N

S T

R U

C T

B /L S

T A

F W

O R

M A

T C

H B /L S

T A

P I-7

P I-8

A C

W -02C

A C

W -02P

A C

W -04C

A C

-04FU

A C

W -06C

A C

W -8C

W -06P

A C

-8FU

A C

W -10C

A C

W -10P

PI--77

1+03.

PI--771+77.48

P I--7

ALGIERS LOCK

W2 E6 G2

2 3

SS1

AND COORDINATED WITH THE LOCK MASTER

MUST BE REQUESTED TO THE CONTRACTING OFFICER

ACCESS THROUGH ALGIERS LOCK

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 fiof 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

C W

N W

B V

.2 a L

E V

E E L

W E

S T B

A N

K S

T A T

J E

F F

E R

S O

N P

A R

H L

O U

N A

S E

P T

E M

B E

(N O

N -C

O N

U O

U S

W E

S T B

A N

K V

N E

W O

R L E

A N

T C

H L

E S

T A

M A

T C

H L

E S

T A

C-02

G E

N E

R A

L D

E G

A U

L L E D

P L

A N

E D

-0

C -0

.d g n

CONSTRUCTION GRADE EL. 9.2 CONSTRUCTION GRADE EL. 9.2

NO WORK AREA NO WORK AREA NO WORK AREA

S T

A C

C E

S S R

O A

NO WORK AREA

STAGING AREA 1

TULLIS DR.

,7 ,0

9° ’3 5"

9°5

’2

9’

9°5

’1

9’

9°5

’ 5

9°5

’ 0

9°5

’5

’4

°5

’4

°5 ’4

°5 ’5

°5 ’ 0

°5 ’ 5

°5 ’1

°5 ’2

°5

’3

°5

’5

°5 ’5

°5 ’ 0

°5 ’ 5

°5 ’1

°5

’1

°5 ’2

°5 ’3

°5

’4

°5

’4

S T

A 0 S

T A . 8

S T

2. BASELINE TABULATION CAN BE FOUND IN SHEET G-05.

IN THE FIELD. FILL SHALL TIE IN TO EXISTING GROUND AT CONSTRUCTION GRADE.

1. ALL STATIONS AND DIMENTIONS ARE APPROXIMATE AND MUST BE VERIFIED

NOTE:

SCALE: 1’’ = 200’

200’ 200’0 400’ 600’ 800’

NO WORK AREA

S T

P I-8

P I8

P I8 .8

P I8

0+ .0

1+ .1

P I8

A C

W -1

U A

C W -1

U A C

W -1

A C

W -1

A C

W -1

A C

W -1

A C

W -1

A C

W -1

W -2 0C

A C

W -2

CB2

CB1

CB3

CB4

18 19

33 34 35

37 38 39

O. 13S&WB PUMP STATION

820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00 860+00 865+00 870+00

E L E

V A

N N

A V

E L E

V A

N N

A V

872+00

M A

T C

H B /L S

T A

M A

T C

H B /L S

T A

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 fiof 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

C W

N W

B V

.2 a L

E V

E E L

W E

S T B

A N

K S

T A T

J E

F F

E R

S O

N P

A R

H L

O U

N A

S E

P T

E M

B E

(N O

N -C

O N

U O

U S

W E

S T B

A N

K V

N E

W O

R L E

A N

C-03

M A

T C

H L

E S

T A

M A

T C

H L

E S

T A

L L S

P R

U C

E D

3, 3,0

3, 4,0

5,0

1,0

2,0

4,0

5,0

°0 0’

°00 ’ 0

°59 ’55

°5 9’5

°5 9’4

°5

’25

°00 ’20

°00 ’15

°00 ’10

°00 ’25

°00 ’20

°00 ’15

°00 ’10

°00 ’ 5

°00 ’ 0

°59 ’55

°5 9’5

°59 ’45

°5

’1

°5

’1

°5

’2

°5

’2

°5 ’3

°5

’4

°5 ’4

°5

’1

°5

’1

°5

’2

°5

’2

°5

’3

°5 ’3

°5 ’4

BARGE ACCESS ONLY

P L

A N

E D

-0

C -0

.d g n

NO WORK AREA

S T

STAGING AREA 2

NO WORK AREA

TEMP ACCESS EASEMENT

S T

NO WORK AREA

N O W

O R

K A

R E

S T

NO WORK AREA

N O W

O R

K A

R E

S T

3. BASELINE TABULATION CAN BE FOUND IN SHEET G-05.

IN THE FIELD. FILL SHALL TIE IN TO EXISTING GROUND AT CONSTRUCTION GRADE.

2. ALL STATIONS AND DIMENTIONS ARE APPROXIMATE AND MUST BE VERIFIED

1. BETWEEN STATION 882+00 AND 927+00 ACCESS WILL BE VIA BARGE ONLY.

NOTE:

DO NOT DEGRADE

NO WORK AREA

SCALE: 1’’ = 200’

200’ 200’0 400’ 600’ 800’

870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00

E L E

V A

N N

A V

E L E

V A

N N

A V

868+00 924+00

M A

T C

H B /L S

T A

M A

T C

H B /L S

T A

P I6

0+ .02

1+ .15

P I8

+7 6.

P I8

P I882+

13.56

PI884+98.22

P I8 .6

P I8

P I9

P I9 .1

PI926+98.22

A C

W -2

U A

C W -2

A C

W -2

U A

C W -2

A C

W -2

A C

W -2

A C

W -2

A C

W -2

A C

W -3

A C

W -3

PLANTERS PUMP STATION

NO. 13

S&WB PUMP STATION

E1 E2

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 fiof 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

C W

N W

B V

.2 a L

E V

E E L

W E

S T B

A N

K S

T A T

J E

F F

E R

S O

N P

A R

H L

O U

N A

S E

P T

E M

B E

(N O

N -C

O N

U O

U S

W E

S T B

A N

K V

N E

W O

R L E

A N

F W

O R

K S

T A

NO WORK AREA

C-04

M A

T C

H L

E S

T A

B Y P

A S S R

BARGE ACCESS ONLY

P L

A N

E D

-0

C -0

.d g n

NO WORK AREA NO WORK AREA

S T

CONSTRUCTION GRADE EL. 9.2

3, 9,0

0,0

’25

°00 ’20

°00 ’15

°00 ’10

°00 ’ 5

°0 0’

0’2

’15

°00 ’10

°00 ’ 5

°00 ’ 0

°00 ’50

°00 ’45

°00 ’40

°00 ’35

°00 ’30

°00 ’25

°00 ’45

°00 ’40

°0 0’3

0’3

°5 ’2

°5 ’3

°5 ’4

°5 ’5

°5 ’ 0

°5 ’ 5

°5 ’2

°5 ’3

°5

’3

°5

’4

°5 ’4

°5

’5

°5 ’5

°5 ’ 0

°5 ’ 5

°5

’2

S T

CONSTRUCTION GRADE EL. 9.2

3. BASELINE TABULATION CAN BE FOUND IN SHEET G-05.

IN THE FIELD. FILL SHALL TIE IN TO EXISTING GROUND AT CONSTRUCTION GRADE.

2. ALL STATIONS AND DIMENTIONS ARE APPROXIMATE AND MUST BE VERIFIED

1. BETWEEN STATION 882+00 AND 927+00 ACCESS WILL BE VIA BARGE ONLY

NOTE:

SCALE: 1’’ = 200’

200’ 200’0 400’ 600’ 800’

NO WORK AREA

E L E

V A

N N

A V

925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00

E L E

V A

N N

A V

978+00921+00

M A

T C

H B /L S

T A

F W

O R

B /L S

T A

A C

W -3

ACW-32CU

A C

W -3

A C

W -3

A C

W -3

A C

W -3

A C

W -3

A C

W -3

A C

W -3

A C

W -4

U A

C W -4

A C

W G -0

-6

A C

W G -0

-5

N B

U (0

-2

PLANTERS PUMP STATION

RAMP 2 RAMP 3

RAMP 1

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 fiof 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

C W

N W

B V

.2 a L

E V

E E L

W E

S T B

A N

K S

T A T

J E

F F

E R

S O

N P

A R

H L

O U

N A

S E

P T

E M

B E

(N O

N -C

O N

U O

U S

W E

S T B

A N

K V

N E

W O

R L E

A N

C-05

T Y

A L L

E V

E E D

E S

N S

E C

N S

E D

-0

C -0

.d g n

SETTLEMENT GAGE

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 fiof 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

C W

N W

B V

.2 a L

E V

E E L

W E

S T B

A N

K S

T A T

J E

F F

E R

S O

N P

A R

H L

O U

N A

S E

P T

E M

B E

(N O

N -C

O N

U O

U S

W E

S T B

A N

K V

N E

W O

R L E

A N

S L

1V:

1V:3H

EXISTING GROUND

CROSS SECTION TAKEN AT STA. 968+00

R/W

EXISTING

PROTECTED SIDEFLOOD SIDE

COMPACTED FILL

10’

EL. 9.2

C/L

LIMIT OF CLEARING AND GRUBBING, FERTILIZE, SEED & MULCH

SEE SHEET C-06 "MISCELLANEOUS DETAILS"

SILT FENCE, AND SAFETY FENCE

5’ MIN

THE CONTRACTING OFFICER

LOCATION SHALL BE DIRECTED BY

WINDROWED FOR EROSION CONTROL

CLEARED VEGETATION TO BE

DESIGN SECTION 1

N.T.S

WORK AREAS

B/L STA. 784+50 TO B/L STA. 786+50

B/L STA. 796+50 TO B/L STA. 801+00

B/L STA. 807+50 TO B/L STA. 819+50

B/L STA. 824+50 TO B/L STA. 830+00

B/L STA. 832+00 TO B/L STA. 853+00

B/L STA. 864+50 TO B/L STA. 870+00

B/L STA. 871+00 TO B/L STA. 875+50

B/L STA. 882+00 TO B/L STA. 905+50

B/L STA. 922+00 TO B/L STA. 927+00

B/L STA. 936+50 TO B/L STA. 950+00

B/L STA. 952+00 TO B/L STA. 977+00

C-06

E D

-0

C -0

.d g n

C E

L L

A N

E O

U S D

E T

LIMITS SEE PLAN AND PROFILE, C-01 OR C-04

NOTE:

NOT TO SCALE

SETTLEMENT MEASUREMENT GAGES

TYPICAL GAGE DETAIL

NOT TO SCALE

SILT FENCE

NOT TO SCALE

SILT AND SAFETY FENCE

NOT TO SCALE

OR 2’ X 2’ X 1 / 8"

PLATE 4’ X 4’ X 1 / 4"

OR 2’ X 2’ X 1 / 8"

STEEL PLATE 4’ X 4’ X 1 / 4"

FLOOD SIDE DETAIL B

APPROVAL OF THE CONTRACTING OFFICER.

HORIZONTALLY ON THE EXISTING LEVEE CROWN AT CONTRACTOR’S OPTION WITH THE

BETWEEN SETTLEMENT GAGES. LOCATION OF SETTLEMENT GAGES MAY BE MOVED

SETTLEMENT MEASUREMENT RANGE SHALL BE TO A POINT 1 / 2 THE DISTANCE

PLACED AT LESS THAN 100 FOOT INTERVALS, IN WHICH CASE THE

THE CENTERLINE OF THE LEVEE SECTION, EXCEPT WHERE SETTLEMENT GAGES ARE

150 FEET IN EACH DIRECTION FROM EACH SETTLEMENT GAGE MEASURED ALONG

MEASUREMENT RANGE FOR EACH SETTLEMENT GAGE SHALL BE FOR A DISTANCE OF

AND AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE SETTLEMENT

AND INSTALL SETTLEMENT GAGES AT LOCATIONS SHOWN ON THE DESIGN SECTION

FILL DUE TO FOUNDATION SETTLEMENT DURING CONSTRUCTION, CONTRACTOR SHALL FURNISH

SHOULD THE CONTRACTOR DESIRE PAYMENT FOR PLACING ADDITIONAL

ALGIERS CANAL

NOT TO SCALE

PROTECTED SIDE DETAIL A

ALGIERS CANAL

(EMBED IN TRENCH)

SILT FENCE

FLOODSIDE

TRENCH

6"D X 4"W

M A

U M

10’ O.C.

U M

M A

OR STEEL T- POSTS

7’ LONG X 3-1/2" DIA.

ROUNDED WOOD POSTS

OR STEEL T- POSTS

7’ LONG X 3-1/2" DIA.

ROUNDED WOOD POSTS

ZINC COATED HOG WIRE MESH

47" FABRIC FOR SAFETY FENCE

10’ O.C.

GROUND (SEE DETAIL "B")

EMBEDDED 6" BELOW

36" SILT FENCE

BELOW GROUND (SEE DETAIL "A")

FENCE, EMBEDDED 6"

ATTACHED TO HOG WIRE

36" SILT FENCE FABRIC

EASEMENT LIMIT)

(CONSTRUCTION

SAFETY FENCE

PROTECTED SIDE

(EMBED IN TRENCH)

SILT FENCE

PROTECTED SIDE

TRENCH

6"D X 4"W

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 fiof 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

C W

N W

B V

.2 a L

E V

E E L

W E

S T B

A N

K S

T A T

J E

F F

E R

S O

N P

A R

H L

O U

N A

S E

P T

E M

B E

(N O

N -C

O N

U O

U S

W E

S T B

A N

K V

N E

W O

R L E

A N

B-01

B O

G L

E G

E N

E D

-0

B -0

.d g n

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

O H

MH or OH

1000-2000

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 fiof 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

C W

N W

B V

.2 a L

E V

E E L

W E

S T B

A N

K S

T A T

J E

F F

E R

S O

N P

A R

H L

O U

N A

S E

P T

E M

B E

(N O

N -C

O N

U O

U S

W E

S T B

A N

K V

N E

W O

R L E

A N

B-02

B O

G L

O G

S :1

E D

-0

B -0

.d g n

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 fiof 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

C W

N W

B V

.2 a L

E V

E E L

W E

S T B

A N

K S

T A T

J E

F F

E R

S O

N P

A R

H L

O U

N A

S E

P T

E M

B E

(N O

N -C

O N

U O

U S

W E

S T B

A N

K V

N E

W O

R L E

A N

S L

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

St,rt Br&T

M,rt,slf Gr&Br M,slf T&GrSlS

M,O Gr&Br

M,SlS Gr&dGr M dGrO M M,Tr,O Gr

So,O,Wd,SL dGr&BrSlS

M,cc,SL Gr

M,Wd,cc Gr&dGr M,rt,O

SlS M,Wd So,SL,Wd

M,rt Gr&dGr 191O So,rt dGr

So,rt,O Gr M,O,rt Gr&dGr&Br 173 M,rt dGr&dBr 194 M,rt

SlS M

M,S,SL

M So,SL

SlS

M,SL

SlS

M So M,SlS

M,Wd

SlS M

M,SL

SlS

M vSo,slf,CS

M M,slf

CS,slf slf CS,slf

M,S,slf

BOR. ACW-02CU

11-12 APRIL 2007

GROUND EL. 8.60W or D1010

-10

-20

-30

-40

-50

-60

-70

E L

E V

A T

E T

.A .V .D

143wLQ

172wLQ 312wL214wNQ

LONG W89°58’32.41"

STA. LAT N29°54’50.77"

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

St,O,slf M,O,slf Br

SlS M,O

So,O

M,SlS

Gr&T

O M,SlS 189wL

So dGr

So 147O

So,SlS 180 So,SlS,Wd CS,cc

O So So vSo,OSlS So,cc,O

So,SlS

So,SlS So,O,SlS vSo

SlS

So vSoSlS

M,SS

SlS

M M,S vSt,SS slf CS,slf slf

So,slf,S

Bor. ACW-2PU

Offset 45’ from C/L

10-11 April 2007

GROUND EL. -2.0W or D100

-10

-20

-30

-40

-50

-60

-70

E L

E V

A T

.V .D

276wL221wNQ

W 89° 58’ 32.73"

STA. N 29° 54’ 51.07"

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400 vSt,rt Br&Gr vSt,rt Br&T vSt dGr M,slf M,O

Gr&dGr

M,O GrSlS

M,O Gr&dGr vSo,Wd dGr&Gr vSo Gr

So Gr&dGr So,rt dGr&Gr

So Gr

So,rt

So,Wd,rt dGr&Gr

M,Wd

SlS M,O M

O M,Wd,rt Gr&Br 166 M,Wd 219 M,Wd,rt

Gr&dGr 198O M,rt Gr 145 M,rt dGr 264181wP 424wL341wNM,O,rt Gr&dGr

M,rt SlS

So,cc SlS

So vSo

SlS

So vSo

SlS

M,SS

SlS

M,SS

slf CS,slf So,slf

M,S

Bor. ACW-4CU

12-13 April 2007

GROUND EL. 8.6W or D1010

-10

-20

-30

-40

-50

-60

-70

E L

E V

A T

.V .D

220wL245wNQ

W 89° 58’ 37.84"

STA. N 29° 54’ 46.74"

B-03

B O

G L

O G

E D

-0

B -0

.d g n

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 fiof 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

C W

N W

B V

.2 a L

E V

E E L

W E

S T B

A N

K S

T A T

J E

F F

E R

S O

N P

A R

H L

O U

N A

S E

P T

E M

B E

(N O

N -C

O N

U O

U S

W E

S T B

A N

K V

N E

W O

R L E

A N

S L

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

SlS vSt,rt,slf dBr&dGr vSt,rt,slf Br

St,slf vSt,slf Gr&Br

SlS M lg&Gr

So,O,SlS So,SlS 239wL So,SlS

Gr&Br

M Gr O

M,rt Gr&dGr M 148 M,rt

M,rt 166 M,Wd,rt dGr&GrO

M,Wd,rt dGr

M,Wd,rt M

O M,rt 189 St,Wd,rt dGr 255wL166wN M,Wd,rt Gr&dGr 213

M,rt Gr&Br 161 M dGr 288wL205wN

SlS

So M,SlS,S

SlS M

M vSo

SlS

M CS,slf So,SS,slf

No Sample

Bor. ACW 8CU

28 March & 9 April 2007

GROUND EL. 8.5W or D1010

-10

-20

-30

-40

-50

-60

-70

E L

E V

A T

.V .D

366wL258wNQ

173wL147wNQ

143wLC

W 89°58’54.55"

STA. N 29°54’33.56"

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

St,rt,slf M,rt,slf Gr&Br

M,Wd

So So,cc,O

GrSlS vSo,O

So,Wd 237 St,CS dGr&Gr vSo,SlS,O

So,rt Gr

M,O dGr&Gr 166 M Gr 298257wNM,Wd Gr&dGr 198 So,Wd Gr&Br 151 So,Wd,CS dGr&Br 250 So,Wd dGr&Gr 166

So,Wd Br&Gr

So,cc

So So,cc

SlS

M,cc

M,SS

So,CS

SS,CS

SlS So,SS So,CS M,SlS,SL M

SlS

M,SL

No Sample

Bor. ACW-8FU

Offset 35’ from C/L

26 March 2007

GROUND EL. 1.5W or D10

-10

-20

-30

-40

-50

-60

E L

E V

A T

.V .D

171wLQ

195wP 381wL250wNC

W 89° 58’ 54’ 68"

STA. N 29° 54’ 33.50"

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400 vSt,slf,rt dGr&Br SlS vSt dGr&Gr

M Gr&dGr vSt,rt dGr

M Gr&TSlS

M Gr&dGr

SlS M,cc Gr

So,O,Wd dGr&Br

So,Wd vSo,Wd So,Wd,O

So,rt,Wd dGr&Gr 194 299O

So,rt,CS dGr&Br

So,rt dGr 261 So,rt dGr&Gr 157364wL244wNSo,rt,CS dGr 246 So,rt

So So,SL

SlS

So,CS

SlS

SoSlS

M,SlS M,S

SlS

M slf

BOR. ACW-10CU

27 MARCH 2007

GROUND EL. 8.00W or D1010

-10

-20

-30

-40

-50

-60

-70

E L

E V

A T

.V .D

Q 164wLQ

150wLQ

Q Q

LONG W89°59’03.23"

STA. LAT N29°54’27.18"

B-04

B O

G L

O G

E D

-0

B -0

.d g n

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 fiof 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

C W

N W

B V

.2 a L

E V

E E L

W E

S T B

A N

K S

T A T

J E

F F

E R

S O

N P

A R

H L

O U

N A

S E

P T

E M

B E

(N O

N -C

O N

U O

U S

W E

S T B

A N

K V

N E

W O

R L E

A N

S L

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

SlS M,rt,O Gr&Br

So,O,rt dGr&Gr

So,O,rt dBr&Gr So,Wd,rt Gr&dGr 244 So,rt dGr 366150wP 391wL297wN

So,rt Gr&Br vSo,rt Gr&dGr 193 So,rt,O Gr&Br

So vSo,SL vSo So

SlS vSo,CS,SL

SlS So

So,SL

SlS

So So,SL

SlS So So,SL

So So,SL

SlS

So So,SL

M So,SL M So,SL

SlS

So So,SL

M SlS

M,SL

SlS M

M,SS,SL

SlS M

BOR. ACW-10PU

26 MARCH 2007

GROUND EL.-3.90W or D10

-10

-20

-30

-40

-50

-60

-70

E L

E V

A T

.V .D

270wL224wNQQ

LONG W89°59’03.41"

STA. LAT N29°54’27.15"

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

O,slf

CS,O

O,CS Gr St,SlS dBr&Gr

O St,SlS,slf Br

SlS M,slf,O Gr

So,SL Gr&Br

M,O,SlS,Wd M,SlS,Wd Gr&dGr 164 M,Wd Br 198 M,SlS,Wd Gr&dGr 198

M,SlS,Wd Gr 149 M Br&Gr

M,SlS,Wd Gr

M dGr&Br 283 M,O,SlS Gr&dGr 194 M,SlS dGr&Br 251 So,O,SlS Br&T 156201wL M,O Gr&Br

M So

SlS

M,O

M,O,cc

M,O

SlS M So,SL

SlS M M,S

SlS

M,SL

SlS M So,SL

SlS M

M,SL

SlS

M,SL

M,SS

slf

Tr,slf slf CS,Tr,slf M,slf

SS M,slf M,S,slf M,slf M,S,slf

SlS St,SlS,slf CS,slf slf

No Sample slf St,slf,CS St,SL,slf

St,S,slf St,slf St,S,slf

M,SL

St,S,slf

SlS St,slf St,SL

St St,S St,SL

St St,slf,S St,SlS,SL,slf

St,slf,S St,S,slf St,S,slf,O St,S,slf,Wd,SL

St,O,slf

BOR. ACW-12CU

11-12 APRIL 2007

GROUND EL. 9.00W or D1010

-10

-20

-30

-40

-50

-60

-70

-80

-90

-100

-110

-120

E L

E V

A T

.V .D

340wL226wNQ

179wLQ

191wP 402wL291wNQ

359wL268wNC

LONG W89°59’11.78"

STA. LAT N29°54’20.74"

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

St,slf,Wd,rt Br&Gr

So,rt,slf dGr M,O,rt,slf,Wd So,rt,O So,Wd

Gr&dGr

O vSo,Wd Gr vSo,Wd,O Gr&Br&dGr vSo,SlS,O vSo,O,Wd,rt Gr vSo,rt dGr 359 vSo,rt,Wd dGr&Gr 315 So,rt,Wd dGr 438 So 327 So,O,rt,CS dGr&Gr 222 vSo,CS

So vSo

M,cc M

SlS

M,cc

M,CS

SlS

SlS M

So,SlS,SL

So,SL So,SlS

SlS

M,SlS

BOR. ACW-12FU

OFFSET 40’ FROM C/L

25 MARCH 2007

GROUND EL. 2.30W or D10

-10

-20

-30

-40

-50

-60

E L

E V

A T

.V .D

Q 148wLQ

143wP 370wLQ

148wL181wNC

LONG W89°59’11.49"

STA. LAT N29°54’20.38"

B-05

B O

G L

O G

E D

-0

B -0

.d g n

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 fiof 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

C W

N W

B V

.2 a L

E V

E E L

W E

S T B

A N

K S

T A T

J E

F F

E R

S O

N P

A R

H L

O U

N A

S E

P T

E M

B E

(N O

N -C

O N

U O

U S

W E

S T B

A N

K V

N E

W O

R L E

A N

S L

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

SlS St,slf

St,slf St,slf

M,slf

M,O

Gr&T

M,O dGr

SlS

So Gr&dGr M,cc So,SlS,O So 159wL M,SlS

M,SlS Gr&T 188 vSo Gr

199wL142wN

So,Wd,SlS Br&Gr So,rt,Wd dGr&dBr 152

So,SlS Br&Gr 175 So dGr 187 So,rt,SlS dGr&T 314 M,rt,Wd dBr&dGr 256 M,rt,SlS 197

O M,SlS

Gr&T

So,SlS,cc,O So,SlS,O So

SlS So,O

M,SlS,Wd So,CS

M,cc

M So

SlS

So So,SL

SlS

So,SlS

SlS

So dGr

M,SL

M,SL dGr

M,SL

M,S slf slf

BOR. ACW-14CU

26-27 MARCH 2007

GROUND EL. 8.00W or D1010

-10

-20

-30

-40

-50

-60

-70

E L

E V

A T

.V .D

193wL160wNQ

320wL219wNQ

280wL426wNC

LONG W89°59’20.65"

STA. LAT N29°54’14.29"

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

St,slf,Wd Gr&lBr

St,O,rt Gr&Br

M,CS 235O So Gr&dGr 147 vSo,rt,Wd,CS 352 M,O 236 M,rt,CS dGr&Gr vSo,rt,Wd 293

O So Br&Gr 248

SlS vSo

So,cc vSo,Wd

SlS So

So,SlS,SL,cc vSo,SlS,SL

SlS vSo,SL So,SlS,SL

SlS So,SL

So,SL

SlS

0.0753 slf,S lg

BOR. ACW-14PU

OFFSET 45’ FROM C/L

24 MARCH 2007

GROUND EL.-3.30W or D10

-10

-20

-30

-40

-50

-60

-70

E L

E V

A T

.V .D

450wL362wNQ

289wL287wNQ

147wNC

LONG W89°59’20.97"

STA. LAT N29°54’14.62"

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400 vSt,rt,slf Br&Gr vSt,slf Gr&lBr vSt Gr&dGr vSt dGr&Gr M,SlS Gr&dGr M,SL Gr&lBr M Gr M Gr&dGr

M dGr&GrSlS

M,S,rt,slf

M,SlS M,rt

SlS So,Wd,rt

So,Wd SoSlS So,Wd

So,O,Wd Gr&dGr So,O,Wd Gr

So,Wd

So 184O So,rt

Gr&dGr

SlS So,cc So,O M,SlS

M,CS,S

SlS M,cc

M,CS

SlS

SlS So,SS

BOR. ACW-16CU

26 MARCH 2007

GROUND EL. 8.40W or D1010

-10

-20

-30

-40

-50

-60

-70

E L

E V

A T

.V .D

206wLQ

LONG W89°59’28.67"

STA. LAT N29°54’07.41"

B-06

B O

G L

O G

E D

-0

B -0

.d g n

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 fiof 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

C W

N W

B V

.2 a L

E V

E E L

W E

S T B

A N

K S

T A T

J E

F F

E R

S O

N P

A R

H L

O U

N A

S E

P T

E M

B E

(N O

N -C

O N

U O

U S

W E

S T B

A N

K V

N E

W O

R L E

A N

S L

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

St,rt,slf Gr&lBr SlS St,rt,slf Gr&T

No Sample

M,O M,rt

So,WdSlS

So,O So,rt

SlS So

So,O dGr&Gr So,O,Wd Gr&dGr

So,rt Gr

M,O,rt,CS dGr 192 M,rt 386 M,rt,Wd dGr&Br 448 M,rt,CS dGr 214 M,CS Br&Gr 226 So,Wd SoSlS So,cc,SL So M,SlS,cc

M,CS

SlS So,cc So,CS vSo,SlS

So SlS

So,SLSlS

M,SL

M,SlS

M,SL

So,SL M,SlS,SL

M,SL

BOR. ACW-16FU

OFFSET = 35’ FROM C/L

23 MARCH 2007

GROUND EL. 1.80W or D10

-10

-20

-30

-40

-50

-60

E L

E V

A T

.V .D

152wP 507wL316wNQ

LONG W89°59’28.41"

STA. LAT N29°54’07.13"

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

SlS vSt,rt,slf vSt,SlS,slf,rt dGr&Br vSt,slf Gr

M dGr&GrSlS M lg&lBr

T&lg M,Wd Gr&T

M,CS

M,SlS,CS,Wd Gr&dGr

So Br&Gr

M,rt,SlS dGr&Gr M,Wd,CS Gr&dGr So,Wd,rt,SlS dBr&dGr

M,CS,SlS,Wd dGr&Gr

M,O So,S,Wd Gr

O M

M,O,Wd,CS 153

M,O,CS,SL

dGr&Gr

So,Wd

SlS M,Wd So,CS M So,SlS,cc

M So,SlS So,cc,SL,slf

So,cc So,SS

So,SL

SlS

M,SL

SlS

So,SlS,SL So,SL

M,SL

SlS

M M,Tr,O

SlS So

M dGr

SS M

BOR. ACW-18CU

24 MARCH 2007

GROUND EL. 8.80W or D1010

-10

-20

-30

-40

-50

-60

-70

E L

E V

A T

.V .D

Q 167wLQ

LONG W89°59’35.43"

STA. LAT N29°53’59.27"

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

M,O Gr&T

SlS M,O Br&T

So,SlS,Sl,F dGr&Br

169O

So,SlS Br&Gr So,SlS,O

So,O M,O M,O,cc

M vSo

SlS

M,cc,O

M,CS

So,cc

So So,SL

SlS

So,SlS

SlS

M So,SlS,SL

M M,O

M,SlS

M,O 215

BOR. ACW-18PU

OFFSET 50’ FROM C\L

23 MARCH 2007

GROUND EL.-4.00W or D10

-10

-20

-30

-40

-50

-60

-70

E L

E V

A T

.V .D

178wL179wNQ

196wLC

LONG W89°59’35.97"

STA. LAT N29°53’59.44"

B-07

B O

G L

O G

E D

-0

B -0

.d g n

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 fiof 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

C W

N W

B V

.2 a L

E V

E E L

W E

S T B

A N

K S

T A T

J E

F F

E R

S O

N P

A R

H L

O U

N A

S E

P T

E M

B E

(N O

N -C

O N

U O

U S

W E

S T B

A N

K V

N E

W O

R L E

A N

S L

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

St,rt,slf

St,slf Gr vSt,slf M,Tr,O dGr

SS vSt,rt St,O dGr&Gr

St,O,S Gr&dGrSlS M,slf Gr M,slf Gr&T M,SlS,O,slf Gr

M,slf,S,rtO M,slf

Gr&dGr

So,SlS,O So,cc,S,rt

So,O So,Wd,O,slf

Gr&dGr

So,Wd,O

SlS So,rt

M,SS,O,Wd

O M dGr

CS Gr&Br So,Wd dGr 157154wNM,Wd

M,Wd,rt O

M,SlS,Sl,F

Gr&dGr

CS,rt

M M,cc M,rt

SlS

M,O

M,SlS,cc So

SlS M

M,S,SL

SlS M So,SL

SlS

M,SL

SlS

M,SL

SlS

M,SL

SlS

M,SL

BOR. ACW-20CU

23 MARCH 2007

GROUND EL. 8.30W or D1010

-10

-20

-30

-40

-50

-60

-70

E L

E V

A T

.V .D

LONG W89°59’40.85"

STA. LAT N29°53’50.60"

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

M,O,rt Gr SlS

So,O,rt,slf Gr&dGr

So,S,O,Wd So,SlS

Gr vSo,O Gr&dGr vSo,Wd Gr 142 M M,rt

M,SlS,Wd,slf O vSo,slf dGr&Gr vSo dGr&Br 524 So,O,O,rt Gr 174 So,Wd,rt dGr&Gr 208 So,O,rt

So,O,Wd So,CS,rt So So,rt

So So,SL

SlS

So So,O,Wd

SlS So,cc So,CS,cc So,CS

So,cc So So,SS

SlS

SlS So

M,SlS

MSlS

M,SLSlS

M,SL

BOR. ACW-20FU

OFFSET 30’ FROM C/L

22 MARCH 2007

GROUND EL. 1.70W or D10

-10

-20

-30

-40

-50

-60

E L

E V

A T

.V .D

203wLQ

269wL236wNQ

LONG W89°59’40.50"

STA. LAT N29°53’50.47"

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

St,slf,Wd,CS Br&Gr

SlS St,slf Gr&lBr

St,slf

SlS

M,Wd

M,rt,Wd,slf Gr&dGr

M,slf

M,slf,Wd

M,O St,O,slf

SlS

M,slf

M,O Gr&dGr M,CS,rt dGr&Br 260

SlS M,rt,Wd Gr&Br 142 M,rt,Wd Br&Gr 153 So,rt,O

So,rt SlS

So,cc

SlS M

St,CS vSt

SlS

M,SlS M

SlS M,SL

M,SlS

SlS

M,SlS

M,S

So,CS slf M,slf

SlS M,slf M,SL,S,slf

M,S,slf,SL

M,SL,S,slf M,slf,S M,S,slf M,S,slf,CS

M,S,CS,slf

M,S,slf

M,slf,SLSlS St,slf,SL

St,SL

St,SL,cc

St,SL,slf

St,S,SL

SS St,SL St,S

St,S,slf St,SlS St,S,slf,Wd

St 210wL St,Wd dGr

St,Wd lg&Gr

SlS St,Wd St

SlS

St,Wd lg

BOR. ACW-22CU

22 MARCH 2007

GROUND EL. 8.60W or D1010

-10

-20

-30

-40

-50

-60

-70

-80

-90

-100

-110

-120

E L

E V

A T

.V .D

296wLQ Q

LONG W89°59’51.85"

STA. LAT N29°53’42.06"

B-08

B O

G L

O G

E D

-0

B -0

.d g n

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 fiof 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

C W

N W

B V

.2 a L

E V

E E L

W E

S T B

A N

K S

T A T

J E

F F

E R

S O

N P

A R

H L

O U

N A

S E

P T

E M

B E

(N O

N -C

O N

U O

U S

W E

S T B

A N

K V

N E

W O

R L E

A N

S L

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

M,rt,Wd,O Br

So,rt vSo,S,Wd dGr 192wL180wNO So,rt So,Wd,SL

M,rt,Tr,O SlS

M,Wd,O

M,slf,rt,S

M,O,slf

SlS M,O,Wd

So,Wd,CS Gr&dGr

So,Wd,rt Br&Gr 223 vSo,Wd dGr 209 So,Wd,rt Br&Gr 220

So,Wd M,SlS,rt So,SS

So,rtSlS So,rt,Tr,O

M,SlS

M,SS

M,SL

SlS

M,SL

SlS

M SlS

M,SL

BOR. ACW-22FU

OFFSET 40’ FROM C/L

21 MARCH 2007

GROUND EL. 1.60W or D10

-10

-20

-30

-40

-50

-60

E L

E V

A T

.V .D

195wLQ

211wL187wNQ

STA. LAT N29°53’41.89"

LONG W89°59’51.37"

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

St,rt Br SlS St,rt,slf Br&T

CS T&Gr St,slf St,slf,rt

St,rt T&dGr M,rt Gr&dGr M,rt dGr&Gr vSo,rt Gr&dGr vSo,rt,Wd vSo So

SlS

So,cc Gr&lg So,O,rt Br&Gr

So,rt,Wd 141 So,rt dGr&Gr

So,rt So,rt,Wd 153 So,Wd,rt So,Wd So

So,Wd

Gr&dGr

M,Wd,rt dBr&dGr 225

So,Wd,rt 161 O So,rt

Gr&dGr

So SlS

So,O So,O,SlS So,SlS

SlS

M So,SlS

SlS

M,SlS

SlS

SS M

BOR. ACW-24CU

20 MARCH 2007

GROUND EL. 8.70W or D1010

-10

-20

-30

-40

-50

-60

-70

E L

E V

A T

.V .D

199wLQ

252wL177wNQ

144wLC

LONG W89°59’51.14"

STA. LAT N29°53’33.28"

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

M,rt Gr&lBr M,rt dGr&GrSlS M,rt,Wd Gr

Br 269

So,rt,Wd lg

SlS So So,rt

SlS So vSo vSo,cc

SlS vSo vSo,CS vSo St,SL vSoSlS vSo,SL So,SL

So,SlS

SlS

So,SlS,SL

So,SL

So,SlS

So,SlS,SL So,SL So,SlS

M SlS

M,SS

SS M

BOR. ACW-24PU

20 MARCH 2007

GROUND EL.-4.20W or D10

-10

-20

-30

-40

-50

-60

-70

E L

E V

A T

.V .D

Q Q Q

LONG W89°59’51.69"

STA. LAT N29°53’33.44"

B-09

B O

G L

O G

E D

-0

B -0

.d g n

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 fiof 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

C W

N W

B V

.2 a L

E V

E E L

W E

S T B

A N

K S

T A T

J E

F F

E R

S O

N P

A R

H L

O U

N A

S E

P T

E M

B E

(N O

N -C

O N

U O

U S

W E

S T B

A N

K V

N E

W O

R L E

A N

S L

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400 vSt,rt,slf Gr&Br vSt,slf Gr&lBr vSt,slf dGr&lBr vSt,slf

SlS

St,slf dGr

St,Wd Gr&lBr SlS St Gr&T

So,SS,SL

So,S Gr&lBr

So,S

SlS So

M,SlS,Wd dGr&Br O M,SlS,Wd Gr&dGr

M,Wd,rt dGr

M,SlS,Wd M,Wd dGr&Gr

SlS M

M,rt,Wd

M,SlS,Wd Gr&dGr 142 M,rt,CS dGr 243 M,SlS,O,Wd

So,S,O

So M

SlS

M,SL

M,O,SlS

M,S,cc

SlS

So,SlS

So,SL

SlS So

M,SlS

M,SL

M,SlS

SlS

M,SlS

BOR. ACW-26CU

19 MARCH 2007

GROUND EL. 8.6W or D1010

-10

-20

-30

-40

-50

-60

-70

E L

E V

A T

.V .D

204wLQ

183wP 323wL261wNQ

LONG W89°59’56.61"

STA. LAT N29°53’24.16"

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

M,rt lBr&Gr SlS M,slf Gr vSo,O,rt dGr&Gr

So,O,Wd,rt Gr

So,Wd Br&Gr

So,rt Gr&Br O vSo,rt

SlS So,Wd,O vSo,Wd,rt

O So,Wd dGr&Gr vSo,Wd dGr 158 vSo,O,rt,Wd Gr&dGr 170 So Br 247

O vSo,Wd,rt

So,SlS,rt vSo,CS

So,SL So,slf,SL So,cc

SlS

So,SL vSo,SlS So,SL So

SlS

So,SL

SlS

So,SL SlS

M,SL

So,SL

M,SL

BOR. ACW-26FU

OFFSET 40’ FROM C/L

19 MARCH 2007

GROUND EL. 1.9W or D10

-10

-20

-30

-40

-50

-60

E L

E V

A T

.V .D

150wLQ 142wLQ

242wL225wNQ 293wL277wNQ

163wL159wNC

LONG W89°59’56.22"

STA. LAT N29°53’23.93"

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400 vSt,rt,slf Br&Gr vSt,slf,rt vSt,slf Gr vSt,Wd,rt,slf dGr

M,O M,Wd

Gr&lBrSlS

M,Wd lBr&lg M Gr&Br

M SlS M,O

M,CS,Wd,rt Br&Gr O

M,SlS,Wd Gr M,O dGr&Gr M,SlS,O

M,SlS,Wd

Gr&dGr

M,Wd,rt dGr&dBr 281 vSo,Wd,SlS Gr&Br vSo,Wd,SlS lg So,rt,Wd Gr&Br 216

So,SlS,Wd

SlS So,O So M,SlS

M,CS

SlS So,rt,cc

So,SlS,cc So,CS

SlS So So,CS

So,SS

So SlS

M,SlS

SlS

M,SL

M,S

M M,SlS,SS

SS M

slf

BOR. ACW-28CU

14 MARCH 2007

GROUND EL. 8.80W or D1010

-10

-20

-30

-40

-50

-60

-70

E L

E V

A T

.V .D

184wL145wNQ

LONG W90°00’01.90"

STA. LAT N29°53’15.33"

B-10

B O

G L

O G

E D

-0

B -1

.d g n

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 fiof 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

A N

S I

X X H -0

-4

A N

N E

L E

E M

B R

E N

N A

J a m e s G a u tr e a u xD

A B

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.