17b0009.pdf

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Attached to: FLOOD CONTROL, MISSISSIPPI RIVER AND TRIBUTARIES WEST BANK MISSISSIPPI RIVER LEVEES BAYOU VIDAL - ELKRIDGE, LOUISIANA LEVEE ENLARGEMENT AND BERMS ITEM 416-R
Solicitation number: W912EE-17-B-0009
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

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®of Engineers

US Army Corps of Engineers

US Army Corps

Solicitation: W912EE-17-B-0009

Contract: W912EE-XX-C-00XX

C h ie f, D e s ig n B ra n c h

C O

L E

D is tr ic t E n g in e e r

A P

P R

O V

A L R

E C

O M

M E

N D

E D B

A P

P R

O V

E D B

Vicksburg District

C h ie f, E n g in e e ri n g C o n s tr u c ti o n D iv is io n

WEST BANK MISSISSIPPI RIVER LEVEES

BAYOU VIDAL - ELKRIDGE, LOUISIANA

LEVEE ENLARGEMENT AND BERMS

ITEM 416-R

FLOOD CONTROL, MISSISSIPPI RIVER AND TRIBUTARIES

G-001

C O

V E

R S

H E

E T

G .d g n

JULY 2017

L E

V E

E D

R A

A G

E S

E C

E C D

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

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D E

N B

R A

N C

R W

F J L T

M -1

-9

W E

E -1

-B -0

W E

E -X

X -C -0

X D a v id L

W a ll a c e P .E

IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

W E

S T B

A N

K M

P I

E R L

E V

E E

B A

Y O

U V

A L E

L K

G E L

O U

N A

-R

J u ly

P R

O J E

C T L

O C

A T

N M

A P

S A

N D I

N D

E X T

O D

R A

G S

MADISON PARISH

TENSAS PARISH

L O U I S I A N A T

O T

A L L

U L

A H

L E

V E

E D

R A

A G

E S

E C

E C D

G-002

STATE ROUTE

WARREN COUNTY

M I S S I S S I P P I

TENSAS PARISH

L O U I S I A N A

LEVEE ENLARGEMENT AND BERMS

LOWER END OF ITEM

STA. 4725+00

ITEM 416-R

STA. 4570+08

UPPER END OF ITEM

ROAD CLASSIFICATION

(PROJECT LOCATION MAP)

HARD SURFACE, HEAVY DUTY

IMPROVED DIRT ROAD

DIRT TRAIL

U.S. ROUTE

LEGEND

EXISTING LEVEE

TO BE CONSTRUCTED

LEVEE ENLARGEMENT AND BERMS

DWG. NO. DESCRIPTION

INDEX TO DRAWINGS

DWG. NO. DESCRIPTION

INDEX TO DRAWINGS

G-002

B-001

G-001 COVER SHEET

BORING LEGEND

B-101

B-102 BORING & CONE LAYOUT - STA. 4650+00 TO STA. 4725+00

C-302

C-301

C-101

C-102 PLAN AND PROFILE - STA. 4650+00 TO STA. 4725+00

GENERAL BORING PROFILES

FOUNDATION BORING PROFILES

B-503 TO B-505

CONE PENETROMETER TESTS

PROJECT LOCATION MAPS AND INDEX TO DRAWINGS

VICINITY MAP

City

Arkansas

Village

Lake

Eudora Crossett

Monroe

Bastrop

Delhi

Tallulah

Natchez Vidalia

Jonesville

Providence

Lake

B R A D L E Y

D R E W

L I N C O L N D E S H A

C H I C O T

A S H L E Y

M O R E H O U S E

W E S T

C A R R O L L

E A S T

R I C H L A N D

C A L D W E L L

F R A N K L I N

T E N S A S

M A D I S O N

L A S A L L E

C O N C O R D I A

S a lin e

R iv e r

B a rth o lo m e w

M is si ss ip pi

R iv e r

Bo eu f

Riv er

B a y o u

M a co n

Ten sas

R iv e r

B a yo u

B a rt h o lo m e w

O v e rf lo w

C re e k

Big

B a y o u

R iv e r

C o le w a

C re e k

T e n s a s

R iv e r

O U

A C

E R

Bayou

D 'A rb o n n e

C re e k

River

B la c k

R iv e r

C A T A H O U L A

R A P I D E S

65165

82 3

Monroe West

Lake Catahoula

R iv e r

Bluff HollyFork

Rolling

Belzoni

B o g u e

P h a li a

S te e le

B a y o u

Y A

T a ll a h a tc h ie

VICKSBURG

Greenwood

GREENVILLE

Cleveland

S u n flo w e r

Ascalmore

Big

Sa nd

Teoc Cr

Potacocowa Cr

Tillatoba

Abiaca C r

Pelucia

C r

Ch ico pa Cr

Fa nn eg us ha

Black

Tch ula

La ke

S u n flo w e r

R ive r

Bayou

Indianola

P or te rs B a y o u

B e a r Cre ek

Q u iv e r

B la c k

B a y o u

M a in

C a n a l

B ig

S u n fl o w e r

Riv er

Cassidy

Bayou

W H

G T O

C H

A N

N E L

Yalo bush a

C re e k

D e e r Yazoo City

A U

R Y

S U

N F L O W E R

T A L L A H A T C H I E

G R E N A D A

L E F L O R E

C A R R O L L

H O L M E S

W A S H I N G T O N

S H A R K E Y

H U M P H R E Y S

I S S A Q U E N A

W A R R E N

Y A Z O O

B O L I V A R

VER

R iv e r

B ig

B la ck

River

Reservoir

P earl

Hom oc hit to

R iv e r

Coles

Cre ek

Bayou

P ierre

Canton

JACKSON

Springs

Crystal

Brookhaven

Fayette

Gibson

Port

Utica

H I N D S

R A N K I N

S I M P S O N

C O P I A HC L A I B O R N E

J E F F E R S O N

A D A M S

F R A N K L I N

L I N C O L N

L A W R E N C E

St ro ng

No. 1

Lock & Dam

No. 2

Lock

McGehee

Dumas

No. 2

Dam

C o n n e rl y

B a y o u

M a c o n

Lake

C anal

N o.

Lock & Dam

Felsenthal

Lock & Dam

Columbia

Lock & Dam

Jonesville

Lit tle

St John Lake

B a y o u

B ig

B a y o u

C a n e y

F le s c h m a n s

B M ill

T e n s a s

B a y o u

R u s s

Ca na l

No.

C anal

N o

N o.

C a n a l

No.

B la ck

Pond Slough

B a y o u

M a c o n

B a y o u

M a c o n

D iv e rs o n C a n a l N o

B o e u f R iv e r

C la y

146.4

6.2

13.9

8.0

7.1

L o n g

Cocodrie

Wild Cow

Lake Cheniere

C reek

C heniere

Bawcomville

River Lake Black

Flood Wall

Columbia

Collins Cr

Satartia

Wolf

L a ke

To ke ba

L a ke

G eorge

Panth er

Creek

A U

R Y

C H

A N

N E L

L O

W E R

Snake

Marksville

Lake Bee

Lake Horseshoe

Ti pp o

B P a tt e rs o n

C r

M ar sh

T ur ke y B

G in

0+00 Miss River Levees

4519+76 Ark River Levees

J o n e s

Bayo u

M o u n d

Black

Bayou

Pa rk s

B o g u e

H a s ty

S n a ke

C le a r

C r

Ditchlow

Ba yo u

Tw in L ak e

Bogue Phalia

Cutoff

Bolivar Lake

Lake Swan

Washington Lake

B a y o u

Dow ling

Ri ve r

H u s h p u c k e n a

7.5

69.7

9.4

ig ht in g

6.5

Lake Wasp

Lock & Dam

Abandoned

22.2

Dawson

17.5

2.5

Laf our che

Brake

Mathews

Alligator-Catfish

Bayous

B a y o u

Big

Choc taw

B a y o u

B o e u f

Creek

Staulkinghead

Chicot Lake

Providence Lake

Pumping Plant

Lake Chicot

Plant

Pumping

Cocodrie

Wall

Flood

Lake Eagle

0.0 210.5

Canal

No.

Ext.

.4 0.

C a n a l

N o

Ext.

11.3

0.0

35.0

R iv er

32.50

Waterproof

B oe uf

0 10

LOCATION OF WORK

SCALE IN MILES

40 5020 30

ARKANSAS

LOUISIANA

ARKANSAS

LOUISIANA

MISSISSIPPI

TYPICAL CROSS SECTIONS - LEVEE ENLARGEMENT & BERMS

TYPICAL CROSS SECTION - BORROW AREA

STAGE HYDROGRAPHS

CATTLE GUARD DETAILS

C-303

C-501

C-502

C-702

C-305

STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS

TYPICAL CROSS SECTIONS - CLEARING AND GRUBBING

RAMP DETAILS

C-503

C-504 STORM WATER POLLUTION PREVENTION PLAN - STA. 4650+00 TO STA. 4725+00

CS-310 TO CS-349

C-304BORING & CONE LAYOUT - STA. 4570+07.91 TO STA. 4650+00

PLAN AND PROFILE - STA. 4570+07.91 TO STA. 4650+00

STORM WATER POLLUTION PREVENTION PLAN - STA. 4570+07.91 TO STA. 4650+00

STAGE HYDROGRAPHSC-701

B-501

BORROW BORING PROFILESB-502

B-506 TO B-509

G .d g n

LEVEE CROSS SECTIONS

SURVEY CONTROL, B/L TRAVERSE AND NEW C/L DATA

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

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D E

N B

R A

N C

R W

F J L T

M -1

-9

W E

E -1

-B -0

W E

E -X

X -C -0

X D a v id L

W a ll a c e P .E

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

W E

S T B

A N

K M

P I

E R L

E V

E E

B A

Y O

U V

A L E

L K

G E L

O U

N A

-R

J u ly

PROJECT LOCATION MAP

01 1 3

MILES

SCALE 1 62,500

NEWELLTON

V E

E D

R A

A G

E S

E C

E C D

B-001

B O

G L

E G

E N

B .d g n

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

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D E

N B

R A

N C

R W

F J L T

M -1

-9

W E

E -1

-B -0

W E

E -X

X -C -0

X D a v id L

W a ll a c e P .E

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

W E

S T B

A N

K M

P I

E R L

E V

E E

B A

Y O

U V

A L E

L K

G E L

O U

N A

-R

J u ly

NOTES:

Are natural water contents in percent dry weight

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, gravely sands

SAND, Poorly-Graded, gravely sands

TYPICAL NAMES

UNIFIED SOIL CLASSIFICATION

SYMBOLS TO LEFT OF BORING

Ground - water surface and date observed

FIGURES TO RIGHT OF BORING

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

Denotes location of consolidation test **

Denotes location of consolidated - drained direct shear test **

Denotes location of consolidated - undrained triaxial compression test **

Denotes location of unconsolidated - undrained triaxial compression test **

Denotes location of vane shear test **

Denotes location of sample subjected to consolidation test and each of the above three types of shear test **

FIGURES TO LEFT OF BORING UNDER COLUMNS "LL" AND "PL"

Denotes free waterFW

Are liquid limits and plastic limits, respectfully 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 centimeters

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

DESCRIPTIVE SYMBOLS

SYM

BOL

LETTER

SYMBOL

CLEAN

GRAVEL

CLEAN

SAND

SANDS

WITH FINES

SILTS AND

CLAYS

SILTS AND

HIGHLY ORGANIC SOILS

WOOD

NO SAMPLE

E G

R A

E D S

S C

O A

R S

G R

E D S

G R

A V

E L

S S

A N

D S

MAJOR DIVISION TYPE

GRAVEL

WITH FINES

(Appreciable

Amount of

Fines)

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

A comma will be used between modification symbols. Example. So,Gr,w/SIS,(CH)

(Liquid Limit < 50)

(Liquid Limit > 50)

M o re t h a n h a lf o f c o a rs e fr a c ti o n i s l a rg e r th a n

Amount of Fines)

(Little or No Fines)

CLAYS

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

When underlined denotes D size in mm *

M o re t h a n h a lf o f c o a rs e o .4 s ie v e s iz e fr a c ti o n i s s m a ll e r th a n

N o s ie v e s iz e

N o .2 s ie v e s iz e

M o re t h a n h a lf o f th e m a te ri a l is s m a ll e r th a n

" I.D., 2" O. D.) and a 140 lb. driving hammer with a 30" drop8

In parenthesis are driving resistances in blows per foot determined with a standard split spoon sampler

CONSISTENCY

FOR COHESIVE SOILS

COLOR MODIFICATIONS MODIFICATIONS

* The D size of a soil is the grain diameter in millimeters of which 10% of the soil is finer, and 90% coarser than D .

10 10 on the drawings.

** Results of these test are available for inspection in the U.S. Army Engineer District Office, if these symbols appear beside the boring logs

0 20 40 60 80

"U L

N E

CL - ML OL

L. L. - LIQUID LIMIT

PLASTICITY CHART

For classification of fine - grained soils

P I P

L A

S T

Y I

N D

E X

CONSISTENCY

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

SYMBOL

COHESION IN LBS./SQ. FT. FROM

UNCONFINED COMPRESSION TEST

vSo

St vSt

2000 - 4000

1000 - 2000

500 - 1000

250 - 500

< 250

> 4000

SYMBOLCOLOR

lGr dGr

Br lBr dBr br Gr gy Br gn Gr gy Gn

Bl Gn

Wh rd

Mot

SSIS

SISS

D vD

Tr-

C cc rt lg sh sds slf

SIS

Veg

MODIFICATION SYMBOLMODIFICATION

Sandy Silt strata

Silty Sand strata

With

Dense

Very Dense

Traces

Fine

Medium

Coarse

Concretions

Rootlets

Lignite fragments

Shale fragments

Sandstone fragments

Shell fragments

Organic matter

Clay strata or lenses

Silt strata or lenses

Sand strata or lenses

Sandy

Gravely

Boulders

Slickensides

Wood

Oxidized

Crumbly

Loose

Vegetation

REDDISH

MOTTLED

WHITE

BLUE - GREEN

BLUE

GREEN

GRAYISH - GREEN

GREENISH - GRAY

GRAYISH - BROWN

BROWNISH - GRAY

DARK BROWN

LIGHT BROWN

BROWN

DARK GRAY

LIGHT GRAY

GRAY

BLACK

RED

YELLOW

TAN

COLOR

SYMBOL

considered as differing materially within the purview of the Contract Clause DIFFERING SITE CONDITIONS.

materials of the region are anticipated and, if encountered, such variations will not be and for their respective vertical reaches, local variations characteristic of the subsurface

1. While the borings are representative of subsurface conditions at their respective locations water will not be encountered at the locations or within the vertical reaches of such borings.

that no ground water data are available from the boring but does not necessarily mean that ground in such borings on the dates shown. Absence of water surface data on certain borings indicates

2. Ground water elevations shown on the boring logs represent ground water surfaces encountered strengths from unconfined compression test are shown.

examination and is approximate, except within those vertical reaches of the borings where shear

3. Consistency of cohesive soils shown on the boring logs is based on driller's log and visual

ASTM D 2487, (2006) Classification of Soils for Engineering Purposes.

4. The detailed explanation of the Unified Soil Classification System is presented in

10FIGURES TO LEFT OF BORING UNDER COLUMN "W OR D "

GENERAL NOTES

FERRY

P I-

A S

T A .3

WOODS

L A K E

P A L M Y R A

EXISTING BORROW AREA

L E

V E

E D

R A

A G

E S

E C

E C D

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

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D E

N B

R A

N C

R W

F J L T

M -1

-9

W E

E -1

-B -0

W E

E -X

X -C -0

X D a v id L

W a ll a c e P .E

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

W E

S T B

A N

K M

P I

E R L

E V

E E

B A

Y O

U V

A L E

L K

G E L

O U

N A

-R

J u ly

1 2 3 4 5

B-101

B O

G C

O N

E L

A Y

O U

T S

T A .9

O S

T A

B .d g n

TOP BANK

TOP BANKTOP BANK

WOODS

TOP BANK

SEC. 41

TOP BANK

SEC. 40

SEC. 38

WOODS

SEC. 36

SEC. 37

WOODS

W W

WOODS

M I S S I S S I P P I

L O U I S I A N A

TENSAS PARISH

WARREN COUNTY

TOE OF LEVEE

TOP BANK

WOODS

CROWN OF LEVEE

UPPER END OF ITEM 416-R

STA. 4570+07.91

E 2,03 4,000

E 2,03 6,000

E 2,03 8,000

E 2,03 6,000

E 2,03 8,000

M A

T C

H T

O S

H E

E T B -1

, S

T A . 4

P I-

A S

T A .9

P I-

A S

T A .8

-7

STA.

2+ .8

SEC. 40

SEC. 39

TOP BANK

CONSTRUCTION

BORROW

AREA

EXISTING BERM

416-1-15

416-2-15 416-3-15416-3-15

416-4-15 416-6-15

416-7-15

416-8-15 416-3-15

416-9-15

416-10-15

416-11-15

WOODS

BVES-9.10C

BVES-10.10C

BVEF-19.96C

BVEF-19-96U

BVES-219.05C

BVEF-17.96C

BVEF-17.96U

BVEF-18.96C

BVEF-18.96U

BVES-2.10C

BVES-3.10C

BVES-4.10C

BVES-7.10C

BVES-12.10C

BVES-13.10C

BVES-218.05C

R/W LIMIT

RIVERSIDE

CATTLE G

UARD

P I-7

A (re s e

t) =

S T

A . 4

5 4

67.8

67.9

68.0

68.0 68.1

68.2

68.3 68.3

68.4

68.5 68.6

68.8

68.9

69.0

69.1

69.2

69.3

69.4

69.5

69.6

69.7 69.7

69.8

69.9

70.0

70.1

70.1 70.1

70.1

70.2

70.3

70.4

70.5

70.5 70.5

70.6

70.6 70.6

70.6

70.7

70.8

70.8 70.8

70.9

71.0

71.0 71.0

71.0

71.1

71.2

71.2 71.2

71.2

71.3

71.3 71.3

71.3

71.3 71.3

71.3

71.3 71.3

71.3

71.4 71.4

71.4

71.4 71.4

71.4

71.4 71.4 71.4

71.5

71.5 71.5

71.5

71.5 71.5

71.5

71.6

71.6 71.6

71.6

71.6 71.7

71.7 71.7

71.7

71.8

71.9

72.0

72.0 72.0

72.0

72.1

72.2

72.2 72.2

72.3

72.4

72.5

72.5 72.5

72.5

72.6 72.6

72.6

72.6 72.6 72.6

72.6 72.6

72.6

72.7

72.7 72.7

72.7

72.8

72.9

72.9 72.9

72.9

73.0

73.0 73.0

73.0

73.1

73.2

73.2 73.2

73.2

73.2 73.2

73.2

73.2 73.3

73.3 73.3

73.3

73.3 73.3

73.3

73.4

73.4 73.4

73.4

73.4 73.4

73.4

73.4 73.5

73.5

73.5 73.5

73.5

73.5 73.5

73.5

73.6

73.6 73.6

73.6

73.7 73.7

73.7

73.8

73.9

73.9 73.9

73.9

73.9 73.9

73.9

74.0

74.0 74.0

74.0

74.1

74.1 74.1

74.1

74.2

74.2 74.2

74.2

74.3

74.3 74.3

74.3

74.3 74.3

74.3

74.3 74.3

74.3

74.3 74.3

74.4

74.4 74.4

74.4

74.5 74.5

74.5

74.6

74.7

74.7 74.7

74.7

74.7 74.7

74.7

74.8

74.8 74.9

74.9

74.9 74.9

74.9

75.0

75.0 75.0

75.0

75.0 75.0

75.0

75.1

75.2

75.3

75.3 75.3

75.3

75.3 75.3

75.3

75.3 75.3

75.3

75.3 75.3

75.3

75.4

75.5

BVES-1.10C

BVES-217.05C

75.6

75.6 75.6

75.6

75.6 75.7

75.7

75.8

75.8 75.8

75.8

75.9

75.9 75.9

75.9

75.9 75.9

75.9

75.9 75.9

75.9

75.9 75.9

75.9

76.0

76.1

76.1 76.1

76.2

76.3

76.4

76.4 76.4

76.4

76.4 76.4

76.4

76.5

76.5 76.5

76.5

76.6

76.7

76.8

76.8 76.8

76.8

76.9

77.0

77.0 77.0

77.0

77.0 77.0

77.0

77.0 77.0

77.0

77.1

77.2

77.3

77.4

77.5

77.6

BVES-6.10C

BVES-8.10C

BVES-11.10C

77.6

77.6 77.6

77.6

77.7

77.8

77.8 77.8

77.8

77.9

77.9 77.9

77.9

78.0

BVES-5.10C

78.0

78.1

78.2

78.3

78.3 78.3

78.3

78.4

78.5

78.6

78.7

78.8

78.9

78.9 78.9

78.9

79.0

79.0 79.1

79.1

79.2

79.3

79.4

79.4 79.4

79.5

79.6 79.6

79.6

79.6 79.6

79.6

79.7 79.7

79.7

79.7 79.8 79.8

79.8

79.8 79.8

79.9

79.9 79.9

79.9

80.0

80.1

80.2

80.3

80.3 80.4

80.4

80.4 80.4

80.4

80.5

80.6

80.7

80.8

80.9

80.9 80.9

80.9

80.9 80.9

80.9

81.0

81.1

81.2

81.3

81.3 81.3

81.3

81.4

81.5

81.6

81.7

81.7 81.7

81.8

81.9

82.0

82.1

82.1 82.1

82.1

82.2

82.3

82.4

82.5

82.6

82.7

82.8 82.8

82.8

82.9

83.0

83.0 83.0

83.0

83.0 83.1

83.1

83.2

83.3

83.3 83.3

83.3

83.4

83.5

83.5 83.5

83.5

83.5 83.6

83.6

83.7

83.8

83.8 83.8

83.8

83.9

84.0

84.0 84.0 84.0

84.0

84.1

84.1 84.1

84.1

84.2

84.3

84.4

84.5

84.6

84.7

84.7 84.8

84.8

84.8 84.9

84.9

84.9 84.9

84.9

84.9 84.9

84.9

85.0

85.0 85.0

85.0

85.1

85.1 85.1

85.1

85.2 85.2

85.2

85.2 85.2

85.2

85.3

85.3 85.3

85.3

85.4

85.5

85.6

85.7

85.7 85.8

85.8

85.9

85.9 85.9

85.9

86.0

86.1

86.2

86.3

86.3 86.3

86.3 86.4

86.4

86.5

86.5 86.5

86.6

86.7

86.7 86.7 86.8

86.8

86.9

87.0

87.1

87.2

87.3

87.4

87.5

87.6

87.7

87.7 87.7 87.8

87.8

87.9

88.1

88.2

88.3

88.4

88.9

89.2

0 1000

SCALE 1 : 5,000

20001000 500

PLAN

WOODS

T 14 N , T 15 N - R 13 E

WOODS

LEGENDLEGEND

FOUNDATION BORING LOCATION

CONE PENETROMETER LOCATION

GENERAL BORING LOCATION

BORROW BORING LOCATION

TOP OF BERM

PALMYRA LAKE

L E

V E

E D

R A

A G

E S

E C

E C D

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

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D E

N B

R A

N C

R W

F J L T

M -1

-9

W E

E -1

-B -0

W E

E -X

X -C -0

X D a v id L

W a ll a c e P .E

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

W E

S T B

A N

K M

P I

E R L

E V

E E

B A

Y O

U V

A L E

L K

G E L

O U

N A

-R

J u ly

B-102

B O

G C

O N

E L

A Y

O U

T S

T A T

O S

T A

B .d g n

TOP BANK

WOODS

TOP B

ANK

TOP BANK

WOODS

TOP

BANK

WOODS

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

HURRICANE ISLAND

TOE OF LEVEE

CROWN OF LEVEECROWN OF LEVEE

WOODS

E 2,034,000

E 2,036,000

E 2,034,000

E 2,036,000

E 2,038,000

M A

T C

H T

O S

H E

E T B -1

T A

LOWER END OF ITEM 416-R

STA. 4725+00

WOODS

SEC. 35

SEC. 1SEC. 43

SEC. 3

SEC. 29

TENSAS PARISH

WARREN COUNTY

SEC. 42

SEC. 2

WOODS

EXISTING BERM

CONSTRUCTION

BORROW

SEC. 41

416-13-15

416-14-15

416-20-15 416-15-15

416-16-15 416-17-15

416-18-15

416-22-15

416-24-15

416-26-15

L O U I S I A N A

M I S S I S S I P P I

BVES-113.95C

BVES-111.95C

BVES-109.95C

R/W LIMIT

RIVERSIDE

R/W LIMIT

P I-

A S

T A .3

P I-

A S

T A .4

P I

A S

T A .6

8STA. 4725+00

EXISTING BORROW AREA

P I-7

A S

T A . 4

0EXISTING BORROW AREA

67.7

67.9

68.0

68.1

68.1 68.2 68.2

68.3 68.3 68.3

68.4 68.4

68.5 68.7

68.7

68.8

68.8 68.9

69.0

69.1 69.2

69.3

69.4

69.5

69.7

69.8

69.9

70.0 70.0

70.0

70.1

70.2

70.3

70.4

70.5

70.5 70.5

70.6

70.7

70.7 70.7

70.7

70.8

70.9

70.9 70.9

70.9

71.0

71.0 71.0

71.0

71.0 71.0

71.0

71.1

71.2 71.2 71.2

71.2

71.2 71.2

71.2

71.3

71.3 71.4

71.4

71.4 71.4

71.4

71.5

71.5 71.5

71.6

71.7

71.7 71.7

71.8

71.9

71.9 71.9

71.9

72.0

72.0 72.0

72.0

72.1

72.2

72.2 72.2

72.2

72.3

72.3 72.3

72.3

72.4

72.4 72.4

72.4

72.5

72.6

72.6 72.6

72.6

72.6 72.6

72.6

72.7

72.7 72.7

72.7

72.7 72.7

72.7

72.8

72.8 72.8

72.8

72.9

72.9 72.9

72.9

73.0

73.0 73.0

73.0

73.0 73.0

73.0

73.0 73.0

73.0

73.1

73.2

73.2 73.2

73.2

73.3 73.3

73.3

73.4

73.4 73.4

73.4

73.4 73.4

73.4

73.5

73.5 73.5

73.5

73.5 73.5

73.6

73.6 73.6

73.6

73.6 73.6

73.7

73.7 73.8

73.8

73.8 73.8

73.8

73.8 73.8

73.8

73.9

73.9 73.9

73.9

73.9 73.9

74.0

74.1

74.1 74.1

74.1

74.2

74.2 74.2

74.2

74.3

74.4

74.5

74.5 74.5

74.6

74.6 74.6

74.6

74.6 74.6

74.6

74.7

74.7 74.7

74.7

74.8 74.8

74.8

74.9

74.9 75.0

75.0

75.0 75.0

75.0

75.1

75.2

75.3

75.4

75.5

75.6

75.6 75.6

75.6

75.7

75.7 75.7 75.7

75.7

75.8

75.9

76.0

76.1

76.0

76.1

76.2

76.2 76.2

76.3

76.4

76.5

76.5 76.5

76.5

76.6

76.7 76.7

76.7

76.8

76.9

76.9 76.9

76.9

76.9 76.9

77.0

77.0 77.0 77.0

77.0

77.1

77.2

77.3

77.4

77.4 77.4

77.4

77.4 77.5

77.5

77.6

77.7

77.7 77.7

77.7

77.7 77.7

77.8

77.9

78.0

78.1

78.2

78.3

78.4

78.5

78.5 78.5

78.5

78.6

78.7

78.8

78.9

79.0

79.0 79.0

79.0

79.1

79.2

79.3

79.3 79.3

79.3

79.4

79.5

79.6

79.7

79.7 79.7

79.8

79.8 79.8

79.8

79.9

80.0 80.0

80.0

80.1

80.2

80.3 80.3

80.3

80.4

80.5

80.5 80.5

80.5

80.6

80.6 80.6

80.6

80.7

80.8

80.8 80.8

80.8

80.9

81.0

81.0 81.0

81.0

81.1

81.2

81.3

81.4

81.4 81.4

81.4

81.5

81.6

81.7

81.8

81.9 81.9

81.9

82.0

82.1

82.2

82.3

82.4

82.5

82.5 82.5

82.5

82.5 82.5

82.5

82.6

82.6 82.6

82.6

82.7

82.7 82.7

82.7

82.7 82.8

82.8

82.9

83.0

83.1 83.1

83.1

83.2

83.2 83.3

83.3

83.3 83.3

83.3

83.3 83.3

83.3

83.4

83.5

83.5 83.5

83.5

83.6

83.6 83.6

83.6

83.6 83.6

83.6

83.7

83.8

83.8 83.8

83.9

84.0

84.0 84.0

84.0

84.0 84.0

84.0

84.1

84.2

84.3

84.4

84.4 84.4

84.4

84.5 84.5

84.5

84.6

84.7

84.7 84.7

84.7

84.8

84.9

85.0

85.0 85.0

85.0

85.0 85.1

85.1

85.2

85.3

85.3 85.3

85.3

85.4

85.4 85.4

85.4

85.4 85.5

85.5

85.6 85.6

85.6

85.6 85.6

85.6

85.7

85.7 85.7

85.7

85.8

85.8 85.8

85.8

85.9

85.9 85.9

85.9

85.9 85.9

85.9

86.0

86.0 86.0 86.0

86.0

86.0 86.0

86.1

86.1 86.1

86.1

86.1 86.1

86.1

86.2

86.3

86.4

86.5

86.6

86.7

86.7 86.7

86.7

86.8

86.8 86.8

86.8

86.9

86.9 86.9

86.9

87.0

87.1

87.2

87.2 87.2

87.2

87.3

87.4

87.5

87.6

87.7

87.8

87.9

88.0

88.1

88.2

88.6

88.8

89.8 89.8

AREA

416-23-15

416-25-15

416-27-15

416-28-15

BVES-107.95C

BVES-105.95C

BVES-20.10C

BVES-19.10C

BVES-18.10C

BVEF-21.96C

BVEF-21-96U

BVES-17.10C

BVES-16.10C

BVEF-20.96C

BVES-15.10C

BVES-14.10C

BVES-220.05C

BVES-221.05C

BVES-222.05C

BVES-223.05C

BVES-224.05C

BVES-225.05C

BVES-226.05C

P I-

A S

T A .6

0 1000

SCALE 1 : 5,000

20001000 500

PLAN

T 14 N , T 13 N - R 13 E

WOODS

LEGEND

FOUNDATION BORING LOCATION

CONE PENETROMETER LOCATION

GENERAL BORING LOCATION

BORROW BORING LOCATION

-40

-20

-40

-20

ST,SL,RT,VEG,OX

ST,SL,VEG

M,RT

M,WD

CS,RT

F,M

F,M,LG

GR&BR

BR&GR

GR&GR

10-29-1996

DLL W

FIELD BOOK NO. 7814

BVEF-17-96U

75.05G.S.E.PL

SIS,ST,SL,OX

ST,SSI

ST,SL,OX,WD

M,SL,OX,WD

F,M

BR&GR

GR&BR

10-30-1996

DLL W

FIELD BOOK NO. 7814

BVEF-18-96U

80.40G.S.E.PL CH

SIS,ST,SL,RT,OX

SIS,ST,SLF,WD,OX

SIS,ST,WD,OX

F,M,LG

F,M

GR&RD

GR&BR

BR&GR

10-31-1996

DLL W

FIELD BOOK NO. 7814

BVEF-19-96U

82.36G.S.E.PL

SIS,ST,OX

SIS,M

CS,PSM

F,M,LG

F,M

F,M,LG

F,M

F,M,TERTIARY

12-03-1996

DLL W

FIELD BOOK NO. 7817

BVEF-21-96U

82.34G.S.E.PL

B-501

F O

U N

D A

N B

O R

G P

R O

E S

B .d g n

E L E

V A

.A .V .D

E L E

V A

.V .D

LAT. 32.17892

LAT. 32.16571

LONG. 91.17950

LAT. 32.15338

LAT. 32.18130

LONG. 91.17443

LONG. 91.17495

LONG. 91.17926

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

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D E

N B

R A

N C

L E

V E

E D

R A

A G

E S

E C

E C D

R W

F J L T

M -1

-9

W E

E -1

-B -0

W E

E -X

X -C -0

X D a v id L

W a ll a c e P .E

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

W E

S T B

A N

K M

P I

E R L

E V

E E

B A

Y O

U V

A L E

L K

G E L

O U

N A

-R

J u ly

B .d g n

B O

R R

O W B

O R

G P

R O

E S

B-502

SIS,M

SIS

05-27-2015

1O D

LONG. 91.17239

LAT. 32.17696

LL W

FIELD BOOK NO. B.B. 8214

416-1-15

76.1G.S.E.PL

1925 .

SIS,vSt

SIS,St

SIS

SIS,RT

SIS

05-28-2015

1O D

LONG. 91.17326

LAT. 32.17421

LL W

FIELD BOOK NO. B.B. 8214

416-2-15

79.5G.S.E.PL

SIS,M

SIS,So

CS,RT

SIS,M

SIS,St

SIS

05-27-2015

1O D

LONG. 91.174

LAT. 32.17149

LL W

FIELD BOOK NO. B.B. 8214

416-3-15

75.5G.S.E.PL

St,SIS

SIS

09-01-2015

1O D

LONG. 91.17473

LAT. 32.16872

LL W

FIELD BOOK NO. B.B. 8214

416-4-15

74.7G.S.E.PL

St,SIS

08-31-2015

1O D

LONG. 91.17506

LAT. 32.16589

LL W

FIELD BOOK NO. B.B. 8214

416-6-15

65.7G.S.E.PL

St,SIS vSt,SIS

M,SIS

SIS

St,SIS

M,SIS

08-31-2015

1O D

LONG. 91.17608

LAT. 32.16602

LL W

FIELD BOOK NO. B.B. 8214

416-7-15

85.8G.S.E.PL

St,SIS,RT

M,SIS

SIS

GR&BR

08-31-2015

1O D

LONG. 91.17556

LAT. 32.16391

LL W

FIELD BOOK NO. B.B. 8214

416-8-15

71.8G.S.E.PL

SIS

M,SIS

SIS

M,SIS

SIS

08-31-2015

1O D

LONG. 91.17599

LAT. 32.16219

LL W

FIELD BOOK NO. B.B. 8214

416-10-15

76.5G.S.E.PL

vSt,SIS vSt,SIS

M,SIS

St,SIS

09-01-2015

1O D

LONG. 91.17715

LAT. 32.16233

LL W

FIELD BOOK NO. B.B. 8214

416-11-15

83.2G.S.E.PL

vSt,RT,SIS

St,SIS

M,SIS

St,SIS

08-31-2015

1O D

LONG. 91.17655

LAT. 32.16116

LL W

FIELD BOOK NO. B.B. 8214

416-13-15

88.2G.S.E.PL

St,SIS

M,SIS

St,SIS

SIS

08-30-2015

1O D

LONG. 91.17657

LAT. 32.15971

LL W

FIELD BOOK NO. B.B. 8214

416-14-15

82.8G.S.E.PL

St,SIS

M,RT,SIS

vSt,SIS vSt,SIS

M,SIS

SIS

08-30-2015

1O D

LONG. 91.17645

LAT. 32.15556

LL W

FIELD BOOK NO. B.B. 8214

416-15-15

86.0G.S.E.PL

St,SIS,RT

M,SIS

St,SIS

M,SIS

08-30-2015

1O D

LONG. 91.17675

LAT. 32.15355

LL W

FIELD BOOK NO. B.B. 8214

416-16-15

87.0G.S.E.PL

M,SIS

St,SIS

M,SIS

SIS

M,SIS

GR&BR

09-01-2015

1O D

LONG. 91.17696

LAT. 32.16431

LL W

FIELD BOOK NO. B.B. 8214

416-9-15

80.6G.S.E.PL

St,SIS

M,SIS

SIS

09-01-2015

1O D

LONG. 91.17635

LAT. 32.15116

LL W

FIELD BOOK NO. B.B. 8214

416-17-15

84.4G.S.E.PL

vSt,SIS vSt,SIS

St,SIS vSt,SIS

St,SIS

09-01-2015

1O D

LONG. 91.1747

LAT. 32.14818

LL W

FIELD BOOK NO. B.B. 8214

416-18-15

87.4G.S.E.PL

vSt,RT,SIS

St,SIS

SIS

M,SIS

SIS

St,SIS

08-30-2015

1O D

LONG. 91.17673

LAT. 32.15841

LL W

FIELD BOOK NO. B.B. 8214

416-20-15

84.5G.S.E.PL

M,SIS

St,SIS

St,SIS vSt,SIS

St,SIS

09-02-2015

1O D

LONG. 91.1744

LAT. 32.14679

LL W

FIELD BOOK NO. B.B. 8214

416-22-15

86.7G.S.E.PL

St,SIS vSt,SIS

St,SIS

SIS

BR&GR

09-02-2015

1O D

LONG. 91.17493

LAT. 32.14723

LL W

FIELD BOOK NO. B.B. 8214

416-23-15

81.3G.S.E.PL

St,SIS

SIS

09-02-2015

1O D

LONG. 91.17364

LAT. 32.14538

LL W

FIELD BOOK NO. B.B. 8214

416-24-15

78.0G.S.E.PL

M,SIS

St,SIS

09-02-2015

1O D

LONG. 91.17406

LAT. 32.14615

LL W

FIELD BOOK NO. B.B. 8214

416-25-15

86.6G.S.E.PL

St,SIS vSt,SIS vSt,SIS

M,SIS

St,SIS

M,SIS

09-03-2015

1O D

LONG. 91.17293

LAT. 32.14374

LL W

FIELD BOOK NO. B.B. 8214

416-26-15

87.0G.S.E.PL

St,SIS

St,SIS vSt,SIS

St,SIS

SIS

GR&BR

09-03-2015

1O D

LONG. 91.17331

LAT. 32.14299

LL W

FIELD BOOK NO. B.B. 8214

416-27-15

86.0G.S.E.PL

M,SIS

St,SIS vSt,SIS vSt,SIS vSt,SIS

St,SIS

ST,SIS

09-03-2015

1O D

LONG. 91.17214

LAT. 32.14259

LL W

FIELD BOOK NO. B.B. 8214

416-28-15

84.7G.S.E.PL

50 50

40 40

E L E

V A

.V .D

E L E

V A

.V .D

E L E

V A

.V .D

E L E

V A

.V .D

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

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D E

N B

R A

N C

L E

V E

E D

R A

A G

E S

E C

E C D

R W

F J L T

M -1

-9

W E

E -1

-B -0

W E

E -X

X -C -0

X D a v id L

W a ll a c e P .E

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

W E

S T B

A N

K M

P I

E R L

E V

E E

B A

Y O

U V

A L E

L K

G E L

O U

N A

-R

J u ly

B-503

G E

N E

R A

L B

O R

G P

R O

E S

B .d g n

E L E

V A

N S I

N F

E E

T N .A .V .D

E L E

V A

N S I

N F

E E

T N .A .V .D

4088, 4094, 4095, 4096, 4098.

Boring Books No. 4057, 4063, 4066, 4080, 4087, and/or 2 1/2" dia. drive tube.

General samples were taken with 5" or 6" spiral auger during May, June, July and August 1967.

Borings were made by rotary drilling method with mud

NOTES:

D E

L E

T E

D E

L E

T E

D E

L E

T E

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

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D E

N B

R A

N C

L E

V E

E D

R A

A G

E S

E C

E C D

R W

F J L T

M -1

-9

W E

E -1

-B -0

W E

E -X

X -C -0

X D a v id L

W a ll a c e P .E

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

W E

S T B

A N

K M

P I

E R L

E V

E E

B A

Y O

U V

A L E

L K

G E L

O U

N A

-R

J u ly

B-504

N E

R A

L B

O R

G P

R O

E S

B .d g n

4088, 4094, 4095, 4096, 4098.

Boring Books No. 4057, 4063, 4066, 4080, 4087, and/or 2 1/2" dia. drive tube.

General samples were taken with 5" or 6" spiral auger during May, June, July and August 1967.

Borings were made by rotary drilling method with mud

NOTES:

E L E

V A

N S I

N F

E E

T N .A .V .D

E L E

V A

N S I

N F

E E

T N .A .V .D

D E

L E

T E

LANDSIDE

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

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D E

N B

R A

N C

L E

V E

E D

R A

A G

E S

E C

E C D

R W

F J L T

M -1

-9

W E

E -1

-B -0

W E

E -X

X -C -0

X D a v id L

W a ll a c e P .E

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

W E

S T B

A N

K M

P I

E R L

E V

E E

B A

Y O

U V

A L E

L K

G E L

O U

N A

-R

J u ly

B-505

N E

R A

L B

O R

G P

R O

E S

B .d g n

4088, 4094, 4095, 4096, 4098.

Boring Books No. 4057, 4063, 4066, 4080, 4087, and/or 2 1/2" dia. drive tube.

General samples were taken with 5" or 6" spiral auger during May, June, July and August 1967.

Borings were made by rotary drilling method with mud

NOTES:

E L E

V A

N S I

N F

E E

T N .A .V .D

LANDSIDE

-70

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

-55

-60

-65

E L E

V A

N S I

N F

E E

T N .A .V .D

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

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D E

N B

R A

N C

L E

V E

E D

R A

A G

E S

E C

E C D

R W

F J L T

M -1

-9

W E

E -1

-B -0

W E

E -X

X -C -0

X D a v id L

W a ll a c e P .E

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

W E

S T B

A N

K M

P I

E R L

E V

E E

B A

Y O

U V

A L E

L K

G E L

O U

N A

-R

J u ly

NOTE: SOIL BEHAVIOR TYPE AND SPT BASED ON DATA FROM UBC-1983

B-506

C O

N E P

E N

E T

R O

M E

T E

R T

E S

T S

B .d g n

76.2'

77.7'

L E

V E

E D

R A

A G

E S

E C

E C D

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

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D E

N B

R A

N C

R W

F J L T

M -1

-9

W E

E -1

-B -0

W E

E -X

X -C -0

X D a v id L

W a ll a c e P .E

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

W E

S T B

A N

K M

P I

E R L

E V

E E

B A

Y O

U V

A L E

L K

G E L

O U

N A

-R

J u ly

B-507

C O

N E P

E N

E T

R O

M E

T E

R T

E S

T S

B .d g n

L E

V E

E D

R A

A G

E S

E C

E C D

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

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D E

N B

R A

N C

R W

F J L T

M -1

-9

W E

E -1

-B -0

W E

E -X

X -C -0

X D a v id L

W a ll a c e P .E

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

W E

S T B

A N

K M

P I

E R L

E V

E E

B A

Y O

U V

A L E

L K

G E L

O U

N A

-R

J u ly

B-508

C O

N E P

E N

E T

R O

M E

T E

R T

E S

T S

B .d g n

L E

V E

E D

R A

A G

E S

E C

E C D

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

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D E

N B

R A

N C

R W

F J L T

M -1

-9

W E

E -1

-B -0

W E

E -X

X -C -0

X D a v id L

W a ll a c e P .E

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

W E

S T B

A N

K M

P I

E R L

E V

E E

B A

Y O

U V

A L E

L K

G E L

O U

N A

-R

J u ly

B-509

C O

N E P

E N

E T

R O

M E

T E

R T

E S

T S

B .d g n

L E

V E

E D

R A

A G

E S

E C

E C D

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

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D E

N B

R A

N C

R W

F J L T

M -1

-9

W E

E -1

-B -0

W E

E -X

X -C -0

X D a v id L

W a ll a c e P .E

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

W E

S T B

A N

K M

P I

E R L

E V

E E

B A

Y O

U V

A L E

L K

G E L

O U

N A

-R

J u ly

FERRY

WOODS

LANDSIDE BERM TO BE CONSTRUCTED

RIVERSIDE BERM TO BE CONSTRUCTED

LEGEND

L A K E

P A L M Y R A

EXISTING BORROW AREA

L E

V E

E D

R A

A G

E S

E C

E C D

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

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D E

N B

R A

N C

R W

F J L T

M -1

-9

W E

E -1

-B -0

W E

E -X

X -C -0

X D a v id L

W a ll a c e P .E

IDENTIFICATION

SHEET

®of Engineers

US Army Corps

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

W E

S T B

A N

K M

P I

E R L

E V

E E

B A

Y O

U V

A L E

L K

G E L

O U

N A

-R

J u ly

1 2 3 4 5

C-101

4640+004630+004620+004610+004600+004590+004580+00

STATIONING ALONG BASELINE OF LEVEE

S T

PROFILE

U P

P E

R E

N D O

F I T

E M S

T A .9

E L E

V A

N I

N F

E E

N A

V D

E L E

V A

N I

N F

E E

N A

V D

PI-739A = STA. 4578+37.30

EXISTING LEVEE BASELINE TRAVERSE, ZERO NORTH

PI-736A = STA. 4510+09.33

PI-740A = STA. 4600+39.98

PI-741A = STA. 4625+83.80

PI-743A = STA. 4660+54.35

PI-742A = STA. 4642+08.82

P L

A N A

N D P

R O

E S

T A .9

O S

T A

C .d g n

PI-738A (reset) = STA. 4570+07.91

TOP BANK

TOP BANKTOP BANK

WOODS

TOP BANK

SEC. 41

TOP BANK

SEC. 40

SEC. 38

WOODS

SEC. 36

SEC. 37

WOODS

W W

WOODS

M I S S I S S I P P I

L O U I S I A N A

TENSAS PARISH

WARREN COUNTY

TOE OF LEVEE

TOP BANK

WOODS

CROWN OF LEVEE

UPPER END OF ITEM 416-R

STA. 4570+07.91

E 2,03 4,000

E 2,03 6,000

E 2,03 8,000

E 2,03 6,000

E 2,03 8,000

M A

T C

H T

O S

H E

E T C -1

, S

T A . 4

P I-

A S

T A .9

P I-

A S

T A .8

107.8

108.5

SEC. 40

SEC. 39

TOP BANK

L S R

A M

P O

W E

R L

L S R

A M

R S R

A M

L S R

A M

L S R

A M

NET GRADE

RIVERSIDE TOE OF EXISTING LEVEE

300'

CONSTRUCTION

BORROW

AREA

R/W LIMIT

EXISTING BERM

EXCEPT AS OTHERWISE NOTED.

REMOVED OR ALTERED AS NECESSARY BY OTHERS

4.PIPELINES AND UTILITIES WITHIN R/W LIMITS TO BE

EXISTING BASELINE.

3.RIGHT-OF-WAY DISTANCES ARE MEASURED FROM THE

2.STATIONING SHOWN IS EXISTING BASELINE STATIONING.

VERTICAL DATUM IS NAVD 88.

PLANE COORDINATE SYSTEM, WEST ZONE NAD 83/93.

1.TRAVERSE DATA BASED ON MISSISSIPPI STATE

NOTES:

RIVERSIDE

CATTLE G

UARD

TIE BERM TO EXISTING BERM

STA. 4646+20 NOT TO BE DISTURBED.

POWER POLES BETWEEN STA. 4633+75 AND

R/W LIMIT

ACCESS ONLY.

NO HAUL ALLOWED.

TENSAS PARISH

WARREN COUNTY

NO EXCAVATION ALLOWED.

PUMPING ACCESS ONLY.

P I-7

A (re s e

t) =

S T

A . 4

5 4

GROSS CONSTRUCTION GRADE

TOP OF EXISTING LEVEE

LANDSIDE TOE OF EXISTING LEVEE

P I-

A S

T A .3

P I-7

A S

T A . 4

0 1000

SCALE 1 : 5,000

20001000 500

PLAN

WOODS

T 14 N , T 15 N - R 13 E

WOODS

EASTING NORTHING

2038507.320 982467.352

2036536.562 976801.753

2036508.065 975972.854

2035910.070 973852.897

2035198.435 971410.646

2034735.152 969853.066

2034853.808 968011.354

AZ. 199°10'48" DIST. 5998.58'

AZ. 181°58'08" DIST. 829.39'

AZ. 195°45'09" DIST. 2202.68'

AZ. 196°14'43" DIST. 2543.82'

AZ. 196°33'52" DIST. 1625.02'

AZ. 176°18'49" DIST. 1845.53'

WOODS

LANDSIDE BERM TO BE CONSTRUCTED

LEGEND

TOP OF BERM

PALMYRA LAKE

L E

V E

E D

R A

A G

E S

E C

E C D

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

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

/1 /2

T S

A N

S I

D E

N B

R A

N C

A C

C O

R D

A N

C E W /M

O D

A T

N N

R W

F J L T

M -1

-9

W E

E -1

-B -0

W E

E -X

X -C -0

X D a v id L

W a ll a c e P .E

IDENTIFICATION

SHEET

®of Engineers

US Army Corps of Engineers

Vicksburg District

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L E

V E

E E

N L

A R

G E

M E

N T A

N D B

E R

M S

W E

S T B

A N

K M

P I

E R L

E V

E E

B A

Y O

U V

A L E

L K

G E L

O U

N A

-R

J u ly

C-102

4650+00 4660+00 4670+00 4680+00 4690+00 4700+00 4710+00 4720+00

L O

W E

R E

N D O

F I T

E M S

T A

S T

E L E

V A

N I

N F

E E

N A

V D

E L E

V A

N I

N F

E E

N A

V D

PROFILE

EXISTING LEVEE BASELINE TRAVERSE, ZERO NORTH

L S R

A M

R S R

A M

P L

A N A

N D P

R O

E S

T A T

O S

T A

C .d g n

STATIONING ALONG BASELINE OF LEVEE

PI-742A = STA. 4642+08.82

PI-743A = STA. 4660+54.35

PI-744A = STA. 4667+34.66

PI-745A = STA. 4678+18.48

PI-746A = STA. 4698+00.90

PI-747A = STA. 4729+24.68

TOP BANK

WOODS

TOP B

ANK

TOP BANK

WOODS

FIELD

CULTIVATED

TOP

BANK

WOODS

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

HURRICANE ISLAND

TOE OF LEVEE

CROWN OF LEVEECROWN OF LEVEE

WOODS

E 2,034,000

E 2,036,000

E 2,034,000

E 2,036,000

E 2,038,000

M A

T C

H T

O S

H E

E T C -1

T A

LOWER END OF ITEM 416-R

STA. 4725+00

WOODS

SEC. 35

SEC. 1SEC. 43

SEC. 3

107.7

SEC. 29

TENSAS PARISH

WARREN COUNTY

SEC. 42

SEC. 2

' 7

WOODS

5 4

EXISTING BERM

' 3

R/W LIMIT

CONSTRUCTION BORROW

AREA

SEC. 41

GROSS CONSTRUCTION GRADE

TOP OF EXISTING LEVEE

LANDSIDE TOE OF EXISTING LEVEE

RIVERSIDE TOE OF EXISTING LEVEE

NET GRADE

108.4

L O U I S I A N A

M I S S I S S I P P I

EXCEPT AS OTHERWISE NOTED.

REMOVED OR ALTERED AS NECESSARY BY OTHERS

4.PIPELINES AND UTILITIES WITHIN R/W LIMITS TO BE

EXISTING BASELINE.

3.RIGHT-OF-WAY DISTANCES ARE MEASURED FROM THE

2.STATIONING SHOWN IS EXISTING BASELINE STATIONING.

VERTICAL DATUM IS NAVD 88.

PLANE COORDINATE SYSTEM, WEST ZONE NAD 83/93.

1.TRAVERSE DATA BASED ON MISSISSIPPI STATE

NOTES:

P I-

A S

T A .3

P I

A S

T A .6

WOODS

RIVERSIDE

TIE BERM TO EXISTING BERM

EXISTING BORROW AREA

NO EXCAVATION ALLOWED.

PUMPING ACCESS ONLY.

TIE BERM TO EXISTING BERM

EX…

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