A.02.MRL-Item-611L_Plans.pdf

PERTHSHIRE, MS

APPROX. 1 MI

DEESON, MS

APPROX. 1 MI

ITEM 611-L

HWY 1

MISSISSIPPI RIVER

BOLIVAR COUNTY, MS

R/W R/W

R/ W

R/W

ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

VICKSBURG DISTRICT

W912EE-YY-X-XXX

NOVEMBER 2025

W912EE26RA004

BOLIVAR COUNTY, MISSISSIPPI

FC/MR&T, EAST BANK MISSISSIPPI RIVER LEVEE

SEEPAGE REMEDIATION

DEESON, ITEM 611-L

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US Army Corps of Engineers

U .S

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AS ADVERTISED

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FLOW

INDEX TO DRAWINGS

SHEET ID TITLE LINE 1 TITLE LINE 2 TITLE LINE 3

G-001 COVER SHEET

B-001 BORING LEGEND

B-101 BORING PROFILES BORROW BORINGS

B-102 BORING PROFILES FOUNDATION PROFILES

B-103 BORING PROFILES FOUNDATION PROFILES

B-104 BORING PROFILES TERTIARY PROFILES

B-105 BORING PROFILES TERTIARY PROFILES

B-106 BORING PROFILES TERTIARY PROFILES

B-107 BORING PROFILES TERTIARY PROFILES

C-101 PLAN STA. 460+00 TO 498+00 SHEET 1 OF 6

C-102 PLAN STA. 498+00 TO 542+00 SHEET 2 OF 6

C-103 PLAN STA. 542+00 TO 577+00 SHEET 3 OF 6

C-104 PLAN STA. 577+00 TO 619+00 SHEET 4 OF 6

C-105 PLAN STA. 619+00 TO 661+00 SHEET 5 OF 6

C-106 PLAN STA. 661+00 TO 677+00 SHEET 6 OF 6

C-107 PLAN AND SECTION BORROW AREA

C-108 DITCH PLAN AND PROFILE DITCH 1

C-109 DITCH 2 PLAN AND

PROFILE

C-110 DITCH 3 PLAN AND

PROFILE

C-301 TYPICAL SECTIONS

C-311 CROSS SECTIONS STA. 460+00 TO 464+00

C-312 CROSS SECTIONS STA. 465+00 TO 469+00

C-313 CROSS SECTIONS STA. 470+00 TO 474+00

C-314 CROSS SECTIONS STA. 475+00 TO 479+00

C-315 CROSS SECTIONS STA. 480+00 TO 484+00

C-316 CROSS SECTIONS STA. 485+00 TO 489+00

C-317 CROSS SECTIONS STA. 490+00 TO 494+00

C-318 CROSS SECTIONS STA. 495+00 TO 499+00

C-319 CROSS SECTIONS STA. 500+00 TO 504+00

C-320 CROSS SECTIONS STA. 505+00 TO 509+00

C-321 CROSS SECTIONS STA. 510+00 TO 514+00

C-322 CROSS SECTIONS STA. 515+00 TO 519+00

C-323 CROSS SECTIONS STA. 520+00 TO 524+00

C-324 CROSS SECTIONS STA. 525+00 TO 529+00

C-325 CROSS SECTIONS STA. 530+00 TO 549+00

C-326 CROSS SECTIONS STA. 550+00 TO 554+00

C-327 CROSS SECTIONS STA. 555+00 TO 559+00

C-328 CROSS SECTIONS STA. 560+00 TO 588+00

C-329 CROSS SECTIONS STA. 589+00 TO 593+00

C-330 CROSS SECTIONS STA. 594+00 TO 598+00

C-331 CROSS SECTIONS STA. 599+00 TO 603+00

C-332 CROSS SECTIONS STA. 604+00 TO 634+00

C-333 CROSS SECTIONS STA. 635+00 TO 639+00

C-334 CROSS SECTIONS STA. 640+00 TO 644+00

C-335 CROSS SECTIONS STA. 645+00 TO 649+00

C-336 CROSS SECTIONS STA. 650+00 TO 668+00

C-337 CROSS SECTIONS STA. 669+00 TO 673+00

C-338 CROSS SECTIONS STA. 674+00 TO 676+00

C-501 TYPICAL DETAILS STORM WATER POLLUTION PREVENTION PLAN

C-502 CULVERT DETAILS

C-503 CATTLE GUARD

C-601 CIVIL TABULATION

C-602 DISPOSITION TABLE

S-101 WATER CONTROL

STRUCTURE PLAN

S-501 WATER CONTROL

STRUCTURE DETAILS

R-101 RIGHT OF WAY PLAN

R-102 RIGHT OF WAY PLAN

R-103 RIGHT OF WAY PLAN

R-104 RIGHT OF WAY PLAN

R-105 RIGHT OF WAY PLAN

R-106 RIGHT OF WAY PLAN

R-601 RIGHT OF WAY TABULATION

Chief, Design Branch

COL, EN, District Engineer

APPROVAL RECOMMENDED BY:APPROVED BY:

Chief, Engineering & Construction Division

MAJOR DIVISION TYPE

O

A R

SE

G R

A

IN

ED

S

O

IL

S M or e th an h al f o f m at er ia l i s la rg er th an

N o.

s ie ve s iz e

G R

A

VE

LS

SA

N D

S

CLEAN

GRAVEL

GRAVEL

WITH FINES

(Little or No Fines)

(Appreciable Amount of Fines)

GW

GP

GM

GC

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 mixturesM or e th an h al f o f c oa rs e fra ct io n is la rg er th an

N o.

si ev e si ze

M or e th an h al f o f c oa rs e fra ct io n is s m al le r t ha n

N o.

si ev e si ze

USCS

CLEAN

SAND

(Little or No Fines)

SAND

WITH FINES

(Appreciable Amount of Fines)

SW

SP

SM

SC

SAND, Well Graded, sand-gravel mixtures

SAND, Poorly Graded, sand-gravel mixtures

SILTY SAND, sand-silt mixtures

CLAYEY SAND, sand-clay mixtures

TYPICAL DESCRIPTION

G R

A

PH

IC

FI

N

E

- G

R A

IN

ED

S O

IL

S

M or e th an h al f o f m at er ia l i s sm al le r t ha n

N o.

si ev e si ze

SILTS AND

CLAYS

SILTS AND

CLAYS

(Liquid Limit < 50)

(Liquid Limit > 50)

ML

CL

OL

MH

SILT, sandy or clayey silt with no to low plasticity

LEAN CLAY, sandy clay or silty clay of low to medium plasticity

ORGANIC SILTS AND CLAYS, low plasticity

ELASTIC SILT, fine sandy or silty soil with high plasticity

CH

OH

Pt

FAT CLAY, Inorganic clay of high plasticity

ORGANIC CLAY AND SILT, medium to high plasticity

PEAT, highly organic soilsHIGHLY ORGANIC SOILS

NO SAMPLE NO SAMPLE

MAJOR DIVISION TYPE

C O

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SE

G R

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S M or e th an h al f o f m at er ia l i s la rg er th an

N o.

s ie ve s iz e

G R

A

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LS

SA

N D

S

WELL

GRADED

GRAVELS

POORLY

GRADED

GRAVELS

GW-GM GRAVEL, Well Graded, with sand and silt; with silt

GRAVEL, Well Graded, with clay or silt clay; with clay and sand; with silty clay and sand

GRAVEL, Poorly Graded, with sand and silt; with silt

M or e th an h al f o f c oa rs e fra ct io n is la rg er th an

N o.

si ev e si ze

M or e th an h al f o f c oa rs e fra ct io n is s m al le r t ha n

N o.

si ev e si ze

USCS TYPICAL DESCRIPTION

G R

A

PH

IC

GW-GC

GP-GM

GP-GC

MAIN CLASSIFICATIONS - UNIFIED SOIL CLASSIFICATION SYSTEM

DUAL CLASSIFICATIONS - UNIFIED SOIL CLASSIFICATION SYSTEM

GRAVEL, Poorly Graded, with clay or silt clay; with clay and sand; with silty clay and sand

WELL

GRADED

SANDS

POORLY

GRADED

SANDS

SP-SC

SP-SM

SW-SC

SW-SM SAND, Well Graded, with gravel and silt; with silt

SAND, Poorly Graded, with gravel and silt; with silt

SAND, Well Graded, with clay or silt clay; with clay and gravel; with silty clay and gravel

SAND, Poorly Graded, with clay or silt clay; with clay and gravel; with silty clay and gravel

SC-SM SAND, Poorly Graded, silty and clayey; silty, clayey, and with gravel

EXAMPLE BORING LOG

DESCRIPTIVE SYMBOLS

LIQUID LIMIT (%)

0 20 40 60 80 100 120 140

PL

AS

TI

C

IT

Y

IN

D

EX

"A" L

INE

"U " L

INE

OH, MH

OL, ML

CH

CL-ML

CL

CONSISTENCY

COHESION IN P.S.F. FROM

UNCONFINED COMPRESSION TEST SYMBOL

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

vSo

So

M

St vSt

H

< 250

250 - 500

500 - 1,000

1,000 - 2,000

2,000 - 4,000

> 4,000

(12)

(8)

(16)

(16)

(20)

N-Value

CH

CL

ML

SP

USCS

Qu (psf)

FAT CLAY (CH) brown, medium stiff

LEAN CLAY (CL) gray, soft

SILT (ML) red

POORLY GRADED SAND (SP) gray, medium dense

Field Description

PI

LL

NMC

EXA-1-25U

Northing: 1035422.648 Easting: 2141600.269

Elevation: 260.000

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N

EL

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SP

SM

SP

SP

SP

USCS

POORLY GRADED SAND (SP) brown, moist

SILTY SAND (SM) brown, moist

POORLY GRADED SAND (SP) brown, moist

POORLY GRADED SAND (SP) brown, moist, Lensed; silty clay lens

POORLY GRADED SAND (SP) brown, moist

Field Description

NMC

CL-ML

CH

CL-ML

CL-ML

CL-ML

SM

SM

SP

SC

USCS

SILTY CLAY (CL-ML) brown, moist

FAT CLAY (CH) brown, moist

SILTY CLAY (CL-ML) brown, moist

SILTY CLAY (CL-ML) brown, moist, clay lens

SILTY CLAY (CL-ML) brown, moist, minor fine sand

SILTY SAND (SM) brown, moist, minor clay

SILTY SAND (SM) brown, wet

POORLY GRADED SAND (SP) brown, wet

CLAYEY SAND (SC) gray, wet

Field Description

PI

LL

NMC

SC

ML

SP

ML

SP

SP

CH

SP

USCS

CLAYEY SAND (SC) gray, moist

SILT (ML) brown, moist

POORLY GRADED SAND (SP) brown, moist

SILT (ML) brown, moist

POORLY GRADED SAND (SP) brown, moist

POORLY GRADED SAND (SP) brown, wet

FAT CLAY (CH) gray, wet POORLY GRADED SAND (SP) brown, wet

Field Description

NMC

SM

CL-ML

SP

SP

USCS

SILTY SAND (SM) brown, moist

SANDY SILTY CLAY (CL-ML) brown, moist

POORLY GRADED SAND (SP) brown, moist

POORLY GRADED SAND (SP) brown, wet

Field Description

NMC

SM

SC

SP

SM

SM

SP

USCS

SILTY SAND (SM) brown, moist

CLAYEY SAND (SC) brown, moist

POORLY GRADED SAND (SP) brown, moist

SILTY SAND (SM) brown, moist

SILTY SAND (SM) brown, wet

POORLY GRADED SAND (SP) brown, wet

Field Description

NMC

611-08-24B Northing: 1644026.061 Easting: 2123378.717

Elevation: 149.800 611-09-24B

Northing: 1643617.547 Easting: 2123609.776

Elevation: 146.200

611-10-24B Northing: 1643229.510 Easting: 2123823.683

Elevation: 146.800

611-11-24B Northing: 1644067.101 Easting: 2124046.833

Elevation: 147.700

611-12-24B Northing: 1643569.781 Easting: 2124346.198

Elevation: 146.400

SM

SP

SP

USCS

SILTY SAND (SM) brown, moist

POORLY GRADED SAND (SP) brown, wet

POORLY GRADED SAND (SP) gray, wet

Field Description

SC

CL-ML

CL-ML

SM

SP

SP

USCS

CLAYEY SAND (SC) gray, moist

SILTY CLAY (CL-ML) brown, moist

SILTY CLAY (CL-ML) brown, moist, CH lens from 7' to 8'

SILTY SAND (SM) brown, moist

POORLY GRADED SAND (SP) brown, moist

POORLY GRADED SAND (SP) brown, wet

Field Description

PI

LL

NMC

CH

SM

ML

SP

ML

SP

SP

USCS

FAT CLAY (CH) brown, moist, Sand is contamination from annulus SILTY SAND (SM) brown, moist

SANDY SILT (ML) brown, moist

POORLY GRADED SAND (SP) brown, moist

SILT (ML) gray, moist, sand is contamination from annulus

POORLY GRADED SAND (SP) brown, wet

POORLY GRADED SAND (SP) gray, wet, Lensed;

lens of blue clay

Field Description

NMC

SM

SP

SM

SP

SP

SP

USCS

SILTY SAND (SM) brown, moist

POORLY GRADED SAND (SP) brown, moist

SILTY SAND (SM) brown, moist

POORLY GRADED SAND (SP) brown, moist

POORLY GRADED SAND (SP) brown, wet, Lensed; clay lens

POORLY GRADED SAND (SP) brown, wet

Field Description

NMC

SM

SM

SM

ML

SP

SP

SM

CH

SP

USCS

SILTY SAND (SM) brown, lens of CH

SILTY SAND (SM) brown

SILTY SAND (SM) brown, minor clay

SILT (ML) brown, lensed; lens of CH, minor fine sand

POORLY GRADED SAND (SP) brown, moist

POORLY GRADED SAND (SP) brown, wet

SILTY SAND (SM) gray, Lens of CH from 17' to 18'

FAT CLAY (CH) gray

POORLY GRADED SAND (SP) gray

Field Description

NMCCL-ML

SP

SP

SP

USCS

SILTY CLAY (CL-ML) brown, moist

POORLY GRADED SAND (SP) brown, moist

POORLY GRADED SAND (SP) brown, wet

POORLY GRADED SAND (SP) brown, wet, few clay, lensed; Clay lens

Field Description

PI

LL

NMC

CL-ML

ML

CL-ML

SM

SM

ML

SP

USCS

SILTY CLAY (CL-ML) brown, moist

SILT (ML) brown, moist

SILTY CLAY (CL-ML) brown, moist

SILTY SAND (SM) brown, moist

SILTY SAND (SM) brown, wet

SANDY SILT (ML) brown, wet

POORLY GRADED SAND (SP) brown, wet

Field Description

NMC

611-01-24B Northing: 1643323.682 Easting: 2121758.977

Elevation: 142.100

611-04-24B Northing: 1643421.020 Easting: 2122375.608

Elevation: 142.700

611-07-24B Northing: 1642980.864 Easting: 2123187.116

Elevation: 140.800

611-02-24B Northing: 1643079.410 Easting: 2122032.159

Elevation: 145.000

611-05-24B Northing: 1642903.129 Easting: 2122706.051

Elevation: 143.600

611-03-24B Northing: 1642749.999 Easting: 2122237.894

Elevation: 148.900 611-06-24B

Northing: 1643550.340 Easting: 2122936.957

Elevation: 145.900

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US Army Corps of Engineers

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B-101

R

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P R

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IN

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D . W

AL

LA

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N

EL

EV

AT

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N

STATION

460+00 465+00 470+00 475+00 480+00 485+00 490+00 495+00 500+00 505+00 510+00 515+00 520+00 525+00 530+00 535+00 540+00 535+00 540+00 545+00 550+00 555+00 560+00 565+00

EL

EV

AT

IO

N

EL

EV

AT

IO

N

STATION

570+00 575+00 580+00 585+00 590+00 595+00 600+00 605+00 610+00 615+00 620+00 625+00 630+00 635+00 640+00 645+00 650+00 655+00 660+00 665+00 670+00 675+00 680+00

(6)

(7)

(8)

(19)

(17)

(17)

(20)

N-Value

CH

CL

ML

ML

CH

ML

ML

ML

ML

ML

SM

SP

SW

USCS

Qu (psf)

FAT CLAY (CH); brown, moist, firm

LEAN CLAY (CL); gray, moist, plastic

SILT (ML); gray, wet, spongy, few clay

SILT (ML); gray, wet, spongy, trace clay

FAT CLAY (CH); gray, moist, plastic, lensed, trace silt

SILT (ML); gray, moist, spongy, some clay

SILT (ML); gray, moist, few clay

SILT (ML); gray, moist, loose

SILT (ML); gray, moist, medium dense

SANDY SILT (ML); gray, moist, medium dense, few fine sand

SILTY SAND (SM); gray, wet, medium dense, some silt

POORLY GRADED SAND (SP); gray, wet, medium dense, trace silt

WELL GRADED SAND (SW); gray, wet, dense

Description

0.1107

D10

PI

PL

LL

NMC

(2)

(1)

(4)

(17)

N-Value

CL-ML

CL-ML

ML

CH

CL

CL-ML

ML

CL

CL

ML

CL

ML

CL-ML

SP

USCS

LEAN CLAY WITH SAND (CL-ML); brown, dry, firm, stratified, little fine sand LEAN CLAY (CL-ML); brown, moist, plastic, little silt

SILT (ML); brown, wet, spongy

FAT CLAY (CH); gray, moist, loose

LEAN CLAY (CL); gray, moist, plastic, trace silt

LEAN CLAY (CL-ML); gray, moist, plastic, little silt

SILT (ML); gray, wet, plastic

LEAN CLAY (CL); gray, wet, very loose

LEAN CLAY (CL); gray, wet, plastic, few silt

SILT (ML); gray, wet, spongy

LEAN CLAY (CL); gray, wet, very loose, stratified, little silt

SILT (ML); gray, wet, spongy

LEAN CLAY (CL-ML); gray, wet, loose, little silt

POORLY GRADED SAND (SP); gray, wet, medium dense

Description

PI

PL

LL

NMC

(11)

(10)

(10)

(5)

(13)

(8)

N-Value

CL-ML

CL

CL-ML

CL-ML

ML

ML

ML

ML

ML

ML

ML

USCS

Qu (psf)

LEAN CLAY (CL-ML); brown, moist, firm, lensed, some silt LEAN CLAY (CL); brown, moist, firm, slickensided

LEAN CLAY (CL-ML); brown, moist, plastic, little silt

SILT (CL-ML); gray, moist, plastic, some silt

SILT (ML); gray, moist, plastic, little clay

SILT (ML); gray, moist, trace clay

SILT (ML); gray, wet

SILT (ML); gray, wet, soft

SILT (ML); gray, wet, medium dense

SANDY SILT (ML); gray, wet, medium dense, few fine sand

SILT (ML); brown, wet, medium dense, stratified, some peat

Description

PI

PL

LL

NMC

(2)

(4)

N-Value

CL-ML

SP-SM

CL-ML

CL-ML

CL

CL

CH

CH

CH

SP

USCS

Qu (psf)

LEAN CLAY (CL-ML); brown, dry, firm, blocky, little silt

POORLY GRADED SAND WITH SILT (SP-SM);

brown, wet, spongy

LEAN CLAY (CL-ML); gray, moist, plastic, little silt

LEAN CLAY (CL-ML); gray, wet, loose, little silt

LEAN CLAY (CL); gray, wet, loose, laminated, few fine sand

LEAN CLAY WITH SAND (CL); gray, wet, plastic, lensed, little fine sand

FAT CLAY (CH); gray, wet, plastic, homogeneous

FAT CLAY WITH SAND (CH); gray, wet, plastic, laminated, little fine sand

FAT CLAY (CH); gray, moist, plastic, homogeneous

POORLY GRADED SAND WITH SILT (SP); gray, wet, medium dense, stratified

Description

PI

PL

LL

NMC

611-8-22U Northing: 1635654.438 Easting: 2110373.556

Elevation: 149.760

611-6-22U Northing: 1640827.602 Easting: 2112657.621

Elevation: 161.100 611-7-22U Northing: 1637578.339 Easting: 2110428.404

Elevation: 153.130

611-5-22U Northing: 1642338.058 Easting: 2114242.389

Elevation: 157.920

(1)

(1)

(1)

(23)

(32)

(31)

(24)

(36)

N-Value

CL-ML

ML

ML

CL-ML

ML

ML

ML

ML

CH

ML

SW

SW

USCS

LEAN CLAY (CL-ML); brown, dry, firm, little silt

SILT (ML); brown, wet, spongy, few clay

SANDY SILT (ML); brown, dry, spongy, laminated, some fine sand

LEAN CLAY (CL-ML); gray, moist, very loose

SANDY SILT (ML); gray, wet, spongy, lensed, some fine sand

SILT (ML); gray, wet, very loose, little clay

SILT (ML); gray, wet, spongy, few fine sand

SILT (ML); gray, wet, loose, few clay

FAT CLAY (CH); gray, wet, very loose, homogeneous

SILT WITH SAND (ML); gray, wet, spongy, lensed, few fine sand

WELL GRADED SAND (SW); gray, wet, dense

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, dense, few fine to medium gravel

Description

PI

PL

LL

NMC

(4)

(2)

(15)

(22)

(25)

(15)

(15)

(29)

N-Value

CH

CL

ML

CL-ML

CL

CL

CH

SW

SW

USCS

Qu (psf)

FAT CLAY (CH); brown, moist, firm, few organics

LEAN CLAY (CL); brown, moist, plastic

SILT (ML); brown, moist, few organics

LEAN CLAY (CL-ML); brown, moist, very loose, some silt

LEAN CLAY (CL); gray, moist, very loose

LEAN CLAY (CL); gray, moist, firm, few silt

FAT CLAY (CH); gray, moist, firm, few organics

WELL GRADED SAND (SW); brown, wet, spongy, stratified

WELL GRADED SAND (SW); gray, wet, medium dense

Description

0.1928

D10

PI

PL

LL

NMC

(9)

(12)

(13)

(12)

(3)

(4)

(16)

(16)

(18)

(26)

(22)

N-Value

CL-ML

SP

SP

SW

ML

SP

SW

SP

SW

USCS

LEAN CLAY (CL-ML); brown, moist, firm, blocky, little silt POORLY GRADED SAND (SP); brown, moist, spongy, homogeneous

POORLY GRADED SAND (SP); brown, moist, medium dense, homogeneous

WELL GRADED SAND (SW); brown, moist, medium dense, homogeneous

SILT (ML); brown, wet, loose, homogeneous

POORLY GRADED SAND (SP); gray, wet, loose

WELL GRADED SAND (SW); tan, wet, medium dense

POORLY GRADED SAND (SP); gray, wet, medium dense

WELL GRADED SAND (SW); brown, wet, medium dense

Description

0.1135

D10

NMC

(10)

(5)

(4)

(12)

(15)

(19)

(18)

(15)

(30)

N-Value

CH

ML

SM

ML

ML

SP

SP

SW

SP

SP

USCS

Qu (psf)

FAT CLAY (CH); brown, moist, firm, few organics

SILT (ML); brown, moist, spongy

SILTY SAND (SM); brown, moist, some silt

SILT (ML); brown, wet, spongy, trace fine sand

SILT (ML); gray, wet, very loose, trace clay

POORLY GRADED SAND (SP); brown, wet, medium dense

POORLY GRADED SAND (SP); gray, wet, loose

WELL GRADED SAND (SW); brown, wet, medium dense

POORLY GRADED SAND (SP); brown, wet, medium dense, stratified

POORLY GRADED SAND (SP); gray, wet, medium dense, lensed

Description

0.2355

D10

PI

PL

LL

NMC

611-4-22U Northing: 1643516.807 Easting: 2117578.710

Elevation: 152.910

611-2-22U Northing: 1642506.116 Easting: 2122734.678

Elevation: 161.700

611-3-22U Northing: 1643744.180 Easting: 2119577.986

Elevation: 158.430

611-1-22U Northing: 1643241.976 Easting: 2124481.566

Elevation: 156.660

SO

LI

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B Y:

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B Y:

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SHEET ID

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2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

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PI

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SI

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B-102

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N P

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TA

C . H

U

ER

TA

C . B

AN

KS

TO

N

D . W

AL

LA

AT

IO

N

EL

EV

AT

IO

N

STATION

690+00 695+00 700+00 705+00 710+00 715+00 720+00 725+00 730+00 735+00 740+00 745+00 750+00 755+00 760+00 765+00 770+00 775+00 780+00 785+00 790+00 795+00 800+00

EL

EV

AT

IO

N

EL

EV

AT

IO

N

STATION

800+00 805+00 810+00 815+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 854+43

CL-ML

ML

ML

ML

CH

ML

CL

CL-ML

CL

CL

USCS

Qu (psf)

LEAN CLAY (CL-ML); brown, moist, firm, some silt SILT (ML); brown, moist, firm, little clay

SILT (ML); gray, dry, firm, few clay

SILT (ML); gray, wet, spongy

FAT CLAY WITH SAND (CH); gray, moist, plastic, little fine sand

SILT WITH SAND (ML); gray, moist, plastic, few fine sand

LEAN CLAY (CL); gray, moist, plastic

LEAN CLAY (CL-ML); gray, moist, plastic, some silt

LEAN CLAY (CL); gray, moist, plastic

LEAN CLAY (CL); gray, moist, plastic, few silt

Description

PI

PL

LL

NMC

611-13-22U Northing: 1622022.076 Easting: 2112646.044

Elevation: 148.460

(2)

(7)

(8)

N-Value

ML

ML

ML

CH

CL-ML

CH

CL-ML

ML

CL-ML

ML

ML

ML

ML

ML

ML

USCS

Qu (psf)

SILT (ML); brown, moist, spongy, little clay

SILT (ML); brown, wet, spongy

SILT (ML); gray, moist, soft, few clay

FAT CLAY (CH); blue, moist, firm, slickensided

LEAN CLAY (CL-ML); gray, moist, plastic, some silt

FAT CLAY (CH); gray, moist, plastic, few silt

LEAN CLAY (CL-ML); gray, moist, plastic, slickensided, some silt

SILT (ML); gray, wet, spongy

LEAN CLAY (CL-ML); gray, moist, very loose, some silt

SILT (ML); gray, moist, plastic, little clay

SILT (ML); gray, wet, spongy

SILT (ML); gray, moist, laminated, some peat

SILT (ML); gray, wet, spongy

SILT (ML); gray, wet, loose

SILT (ML); gray, wet, medium dense

Description

PI

PL

LL

NMC

(4)

(11)

(6)

(14)

(3)

(11)

(14)

(23)

(20)

(9)

(2)

(5)

(1)

(3)

N-Value

CL

ML

ML

SP

SP

SP

SP

ML

ML

ML

ML

ML

USCS

LEAN CLAY (CL); brown, moist, firm, stratified, few silt SILT (ML); brown, dry

SILT (ML); brown, moist, loose

POORLY GRADED SAND (SP); brown, moist, medium dense, few silt

POORLY GRADED SAND (SP); brown, wet, medium dense

POORLY GRADED SAND (SP); brown, wet, medium dense

POORLY GRADED SAND (SP); gray, wet, medium dense

SILT (ML); gray, moist, medium dense

SILT (ML); gray, wet, soft

SILT (ML); gray, wet, loose

SILT (ML); gray, wet, very loose, lensed, few clay

SILT (ML); gray, wet, loose, few clay

Description

NMC

(12)

(20)

(20)

(12)

(11)

(15)

(6)

(21)

N-Value

CL

CL

CL

ML

CL

SW

SW

SP

ML

SW

USCS

Qu (psf)

SANDY LEAN CLAY WITH GRAVEL (CL); brown, moist, firm, blocky, little fine to coarse gravel LEAN CLAY WITH GRAVEL (CL); brown, moist, firm, few fine to coarse gravel

LEAN CLAY (CL); gray, moist, firm

SILT (ML); gray, moist, spongy, few organics

LEAN CLAY WITH SAND (CL); gray, moist, firm, stratified, some fine to medium sand

WELL GRADED SAND (SW); brown, moist, medium dense, trace fine gravel

WELL GRADED SAND (SW); gray, moist, medium dense

POORLY GRADED SAND (SP); gray, wet, medium dense

SILT (ML); gray, wet, loose

WELL GRADED SAND (SW); gray, wet, medium dense

Description

0.2268

D10

PI

PL

LL

NMC

(2)

(5)

(9)

N-Value

ML

ML

SP

ML

SW

CH

CL-ML

CH

ML

CH

CH

CL-ML

CH

CL-ML

USCS

Qu (psf)

SILT (ML); brown, moist, few clay

SILT (ML); gray, moist, trace clay

POORLY GRADED SAND (SP); gray, wet, very loose, lensed

SILT (ML); gray, wet, loose, trace clay

WELL GRADED SAND (SW); gray, wet, loose, lensed

FAT CLAY (CH); gray, moist, very loose, few silt

LEAN CLAY (CL-ML); gray, moist, plastic, some silt

FAT CLAY (CH); gray, moist, plastic, slickensided

SILT (ML); gray, moist, plastic, few clay

FAT CLAY (CH); gray, moist, plastic, trace silt

FAT CLAY (CH); gray, moist, plastic, slickensided, trace silt

LEAN CLAY (CL-ML); gray, moist, plastic, little silt

FAT CLAY (CH); gray, moist, plastic

LEAN CLAY (CL-ML); gray, moist, plastic, lensed, some silt

Description

PI

PL

LL

NMC

611-11-22U Northing: 1627719.189 Easting: 2111601.515

Elevation: 153.200

611-9-22U Northing: 1631881.339 Easting: 2109539.601

Elevation: 151.430

611-10-22U Northing: 1629776.924 Easting: 2108889.716

Elevation: 150.660

611-12-22U Northing: 1625773.028 Easting: 2112293.394

Elevation: 152.950

SO

LI

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N N

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B

Y:

D

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SHEET ID

B

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2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

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PI

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B-103

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C . H

U

ER

TA

C . B

AN

KS

TO

N

D . W

AL

LA

AT

IO

N

EL

EV

AT

IO

N

STATION

-50

-40

-30

-20

-10

-50

-45

-40

-35

-30

-25

-20

-15

-10

-5

430+00 435+00 440+00 445+00 450+00 455+00 460+00 465+00 470+00 475+00 480+00 485+00 490+00 495+00 500+00 505+00 510+00 515+00 520+00 525+00 530+00 535+00 540+00 535+00 540+00 545+00 550+00

(2)

(8)

(7)

(21)

(10)

(4)

(8)

(3)

(19)

(38)

(42)

(63)

(45)

(31)

(16)

(5)

(35)

(47)

(27)

(30)

(27)

(31)

N-Value

CL-ML

ML

ML

SP

CL

CL

CL

ML

CL

SW

CL

SW

CL

CH

CL

SW

SW

SW

SW

SW

SW

SP

SP

SW

GW-GM

SW-SC

ML

CH

ML

USCS

SILT (CL-ML); brown, moist, firm, blocky, trace organics SILT WITH SAND (ML); brown, moist, firm, few fine sand SILT (ML); brown, moist, spongy, few clay POORLY GRADED SAND WITH SILT (SP); brown, moist, spongy, little silt LEAN CLAY WITH SAND (CL); gray, moist, very loose, few fine sand LEAN CLAY (CL); gray, moist, very loose, trace silt LEAN CLAY (CL); gray, moist, plastic, few organics SILT (ML); gray, moist, plastic, few clay LEAN CLAY (CL); gray, moist, plastic, few silt WELL GRADED SAND WITH SILT (SW); gray, moist, spongy, little silt

LEAN CLAY WITH SAND (CL); gray, moist, medium dense, little fine to medium sand WELL GRADED SAND (SW); gray, wet, medium dense

LEAN CLAY (CL); gray, moist, very loose, few silt FAT CLAY (CH); gray, moist, firm, lensed, few silt LEAN CLAY WITH SAND (CL); gray, wet, plastic, stratified, some fine to coarse sand WELL GRADED SAND WITH GRAVEL (SW); gray, wet, medium dense, some gravel WELL GRADED SAND WITH CLAY AND GRAVEL (SW); gray, wet, loose, little coal refuse WELL GRADED SAND (SW); gray, wet, very loose

WELL GRADED SAND (SW); gray, wet, loose

WELL GRADED SAND (SW); gray, wet, medium dense

WELL GRADED SAND (SW); gray, wet, very dense

POORLY GRADED SAND (SP); gray, wet, very dense, few fine to coarse gravel

POORLY GRADED SAND (SP); gray, wet, dense

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, medium dense, some fine to coarse gravel

WELL GRADED GRAVEL WITH SAND (GW-GM); gray, wet, dense, some coarse sand

WELL GRADED SAND WITH CLAY AND GRAVEL (SW-SC); gray, wet, dense, lensed, some clay

SILT (ML); brown, moist, dense, few clay

FAT CLAY (CH); brown, moist, dense, few silt

SILT (ML); gray, moist, dense, lensed, few clay

Description

0.1157

0.1862

D10

PI

PL

LL

NMC

(11) (13) (13) (11)

(22)

(36)

(27)

(31)

(23)

(27)

(40)

(55)

(39)

(38)

(47)

(27)

(54)

(11)

(56)

(1)

(103)

(11)

(30)

(36)

N-Value

CH

CL

ML

CL

CH

ML

SW

SW

SP

SW

SW

SW

SW

SW

SW

SP

SW

GW-GM

ML

CH

USCS

Qu (psf) FAT CLAY (CH); gray, moist, firm, trace silt LEAN CLAY (CL); gray, moist, firm, blocky, few silt SILT (ML); gray, moist, plastic, homogeneous, few clay

LEAN CLAY (CL); gray, moist, firm, few silt FAT CLAY (CH); brown, moist, firm SILT (ML); gray, wet, spongy, few clay

WELL GRADED SAND (SW); brown, wet, medium dense

WELL GRADED SAND (SW); gray, wet, medium dense POORLY GRADED SAND (SP); gray, wet, medium dense

WELL GRADED SAND (SW); gray, wet, medium dense

WELL GRADED SAND (SW); gray, wet, very dense

WELL GRADED SAND (SW); gray, wet, dense

WELL GRADED SAND (SW); gray, wet, dense

WELL GRADED SAND (SW); gray, wet, very dense

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, very dense, few fine to medium gravel

POORLY GRADED SAND (SP); red, wet, loose, homogeneous

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, very dense, little fine to medium gravel

WELL GRADED GRAVEL WITH SAND (GW-GM); gray, wet, medium dense, little coarse sand

SILT (ML); gray, moist, dense, few clay

FAT CLAY (CH); gray, moist, dense, homogeneous

Description

0.1386

0.1241

0.2357

D10

PI

PL

LL

NMC

611-1-22T Northing: 1644348.312 Easting: 2126344.495

Elevation: 160.510

611-2-22T Northing: 1643100.311 Easting: 2121403.490

Elevation: 156.870

SO

LI

C

IT

AT

IO

N N

O

D

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IG

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ED

B

Y:

D

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C R

IP

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A

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BM

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D B

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D

AT

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C O

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AC

T

N O

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D

B Y:

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B Y:

IS

SU

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E:

SHEET ID

B

C

D

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2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

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M Y

C O

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EN

G

IN

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PI

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B-104

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PR

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C . H

U

ER

TA

C . B

AN

KS

TO

N

D . W

AL

LA

AT

IO

N

EL

EV

AT

IO

N

STATION

-30

-20

-10

-30

-25

-20

-15

-10

-5

540+00 545+00 550+00 555+00 560+00 565+00 570+00 575+00 580+00 585+00 590+00 595+00 600+00 605+00 610+00 615+00 620+00 625+00 630+00 635+00 640+00 645+00 650+00 655+00 660+00 665+00 670+00

(2)

(2)

(15) (5) (3)

(19) (11) (20)

(20)

(35)

(2)

(16)

(38)

(23)

(62)

(13)

(51)

(15)

(11)

(44)

N-Value

CL-ML

CL-ML

CL

SP-SM

CH

CL-ML

MH

CL-ML

ML

ML

SP

SW

SW

SW

ML

SW

SW

SW

SW-SC

USCS

Qu (psf) LEAN CLAY (CL-ML); brown, moist, firm, little silt LEAN CLAY (CL-ML); gray, dry, firm, some silt LEAN CLAY (CL); gray, moist, firm, few silt POORLY GRADED SAND WITH SILT (SP-SM); gray, wet, spongy, little silt FAT CLAY (CH); gray, moist, loose, homogeneous

LEAN CLAY (CL-ML); gray, moist, plastic, little silt

ELASTIC SILT (MH); gray, wet, spongy, few clay LEAN CLAY (CL-ML); gray, moist, plastic, some silt SILT (ML); gray, moist, plastic, few clay SILT (ML); gray, moist, spongy

POORLY GRADED SAND (SP); gray, wet, medium dense, trace silt

WELL GRADED SAND (SW); gray, wet, medium dense, lensed, trace clay

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, dense, laminated, trace fine gravel

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, very dense, little fine to medium gravel

SILT WITH SAND (ML); gray, wet, dense, stratified

WELL GRADED SAND (SW); gray, wet, very dense, homogeneous

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, medium dense, some fine to coarse gravel

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, medium dense, few fine to medium gravel

WELL GRADED SAND WITH CLAY AND GRAVEL (SW-SC); green, wet, medium dense, stratified

Description

0.1324

0.3379

0.3025

D10

PI

PL

LL

NMC

(3)

(14) (14) (15) (15) (17)

(20)

(22)

(20)

(18)

(26)

(29)

(47)

(8)

(21)

(44)

(6)

(33)

(35)

(14)

(27)

(32)

(8)

(30)

(39)

(62)

(27)

N-Value

SC-SM

CL

ML

ML

SP

SP

SP

SM

SM

SP

SW

SP

SW

SW

SP

GW-GM

SW

SW

SW

SW

CH

USCS

SILT (SC-SM); brown, moist, very hard, some clay LEAN CLAY (CL); gray, moist, plastic, trace organics SILT (ML); gray, wet, soft, trace SILT (ML); gray, wet, loose

POORLY GRADED SAND (SP); brown, wet, spongy, lensed, some silt POORLY GRADED SAND (SP); brown, wet, medium dense

POORLY GRADED SAND (SP); gray, wet, medium dense

SILTY SAND (SM); gray, wet, medium dense

SILTY SAND (SM); gray, wet, dense

POORLY GRADED SAND (SP); gray, wet, dense

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, dense, few fine to medium gravel

POORLY GRADED SAND (SP); gray, wet, dense, trace fine to medium gravel

WELL GRADED SAND (SW); gray, wet, very dense

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, dense, few fine to medium gravel

POORLY GRADED SAND (SP); gray, wet, dense

WELL GRADED GRAVEL WITH SAND (GW-GM); gray, wet, medium dense, some fine to medium sand

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, loose, few fine to medium gravel

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, dense, some fine to coarse gravel

WELL GRADED SAND (SW); gray, wet, dense, trace fine gravel

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, very dense, trace fine to medium gravel

FAT CLAY (CH); gray, moist, hard

Description

0.1356

0.1050

0.3848

0.3200

D10

PI

PL

LL

NMC

611-4-22T Northing: 1639236.149 Easting: 2111865.568

Elevation: 152.660

611-3-22T Northing: 1643612.228 Easting: 2115958.025

Elevation: 158.040

SO

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

A

M

AR

K

SI

ZE

SU

BM

IT

TE

D B

Y:

D

AT

E

C O

N

TR

AC

T

N O

C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

W

2E E-

YY

-X

-X

XX

W

2E E2

6R A0

N O

VE

M

BE

R

VI

C

KS

BU

R G

, M S

C

LA

Y

ST

R

EE

T

VI

C

KS

BU

R G

D

IS

TR

SO

N

, I

TE

M

-L

SE

EP

AG

E

R

EM

ED

IA

TI

O

N

FC

/M R

&T , E

AS

T

BA

N

K M

IS

SI

SS

IP

PI

R

IV

ER

L

EV

EE

S

BO

LI

VA

R

C O

U N

TY

, M

IS

SI

SS

IP

B-105

R

IN

G

P R

O

FI

LE

S

TE

R

TI

AR

Y

PR

O

FI

U

ER

TA

C . H

U

ER

TA

C . B

AN

KS

TO

N

D . W

AL

LA

AT

IO

N

EL

EV

AT

IO

N

STATION

-50

-40

-30

-20

-10

-50

-45

-40

-35

-30

-25

-20

-15

-10

-5

660+00 665+00 670+00 675+00 680+00 685+00 690+00 695+00 700+00 705+00 710+00 715+00 720+00 725+00 730+00 735+00 740+00 745+00 750+00 755+00 760+00 765+00 770+00 775+00 780+00 785+00 790+00

(3) (4) (2)

(13) (16)

(19)

(15)

(25)

(4) (17) (19)

(17)

(15)

(12)

(6) (7)

(22) (28)

(36)

(28)

(39)

(41)

(54)

(64)

(7)

(85)

(61)

(1)

(37)

N-Value

ML

CL

ML

ML

ML

CL

SP

SP

ML

SP

SM

CL-ML

SP

SP

SP

SW

SW

SP

SW

SW

CH

USCS

SILT (ML); brown, moist, firm, trace organics LEAN CLAY (CL); gray, moist, firm SILT (ML); gray, moist, firm, few clay SILT (ML); brown, wet, loose SILT (ML); gray, wet, very loose, trace clay LEAN CLAY (CL); gray, moist, very loose, trace silt POORLY GRADED SAND WITH CLAY (SP); gray, wet POORLY GRADED SAND (SP); gray, wet, medium dense

SILT (ML); gray, wet, loose, stratified, some clay POORLY GRADED SAND (SP); gray, wet, medium dense

SILTY SAND (SM); gray, wet, medium dense

LEAN CLAY (CL-ML); gray, moist, loose, few silt

POORLY GRADED SAND (SP); gray, wet, medium dense

POORLY GRADED SAND (SP); gray, wet, dense

POORLY GRADED SAND (SP); gray, wet, very dense

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, very dense, few fine to medium gravel

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, medium dense

POORLY GRADED SAND WITH GRAVEL (SP); gray, wet, very dense, little fine to medium gravel

WELL GRADED SAND (SW); gray, wet, very dense

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, loose

FAT CLAY WITH SAND (CH); blue, dry, very dense, lensed, little fine sand

Description

0.1131

0.0875

D10

PI

PL

LL

NMC

(3) (3) (2) (3)

(2)

(37) (10) (7)

(25) (14)

(21)

(4)

(13)

(39)

(51)

(27)

(2)

(104)

(31)

N-Value

CL-ML

ML

ML

CH

CH

CL-ML

ML

CL-ML

CH

ML

CH

CL-ML

CH

CH

CH

CH

SW

CH

SW-SM

SW

GW-GM

GW

SW

SW

SW

SW

SW

SP

CH

USCS

Qu (psf) LEAN CLAY (CL-ML); brown, moist, plastic, some silt SILT (ML); gray, moist, spongy

SILT (ML); gray, moist, loose

FAT CLAY (CH); gray, moist, very loose, few silt FAT CLAY (CH); gray, moist, plastic LEAN CLAY (CL-ML); gray, moist, plastic, some silt

SILT (ML); gray, moist, spongy LEAN CLAY (CL-ML); gray, moist, loose FAT CLAY (CH); blue, moist, plastic SILT (ML); gray, moist, spongy FAT CLAY (CH); gray, moist, very loose LEAN CLAY (CL-ML); gray, moist, plastic, lensed, little silt

FAT CLAY (CH); blue, moist, plastic, lensed, few silt FAT CLAY (CH); blue, moist, plastic, trace silt FAT CLAY (CH); blue, moist, plastic FAT CLAY (CH); blue, moist, plastic, lensed, little silt WELL GRADED SAND (SW); gray, moist, dense FAT CLAY (CH); blue, moist, medium dense, lensed, little fine to coarse sand WELL GRADED SAND WITH SILT AND GRAVEL (SW-SM); gray, moist, medium dense, little siltWELL GRADED SAND (SW); gray, moist, dense

WELL GRADED GRAVEL WITH SILT AND SAND (GW-GM); gray, moist, medium dense, little fine to coarse sand WELL GRADED GRAVEL WITH SAND (GW); gray, wet, loose, few fine to coarse sand WELL GRADED SAND WITH GRAVEL (SW); gray, moist, medium dense, lensed, few fine to medium gravel

WELL GRADED SAND (SW); gray, wet, dense

WELL GRADED SAND WITH GRAVEL (SW); gray, moist, very dense, little fine to medium gravel

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, medium dense, some fine to coarse gravel

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, soft, few fine to medium gravel

POORLY GRADED SAND (SP); gray, wet, very dense, trace silt

FAT CLAY (CH); gray, dry, dense, homogeneous

Description

0.1227

D10

PI

PL

LL

NMC

611-5-22T Northing: 1634007.200 Easting: 2109759.713

Elevation: 151.330

611-6-22T Northing: 1628532.235 Easting: 2110222.205

Elevation: 149.420

SO

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

A

M

AR

K

SI

ZE

SU

BM

IT

TE

D B

Y:

D

AT

E

C O

N

TR

AC

T

N O

C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

W

2E E-

YY

-X

-X

XX

W

2E E2

6R A0

N O

VE

M

BE

R

VI

C

KS

BU

R G

, M S

C

LA

Y

ST

R

EE

T

VI

C

KS

BU

R G

D

IS

TR

SO

N

, I

TE

M

-L

SE

EP

AG

E

R

EM

ED

IA

TI

O

N

FC

/M R

&T , E

AS

T

BA

N

K M

IS

SI

SS

IP

PI

R

IV

ER

L

EV

EE

S

BO

LI

VA

R

C O

U N

TY

, M

IS

SI

SS

IP

B-106

R

IN

G

P R

O

FI

LE

S

TE

R

TI

AR

Y

PR

O

FI

U

ER

TA

C . H

U

ER

TA

C . B

AN

KS

TO

N

D . W

AL

LA

AT

IO

N

EL

EV

AT

IO

N

STATION

-40

-30

-20

-10

-40

-35

-30

-25

-20

-15

-10

-5

780+00 785+00 790+00 795+00 800+00 805+00 810+00 815+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 854+43

(3) (29) (22) (21)

(29)

(35)

(27)

(46)

(31)

(41)

(33)

(34)

(28)

(11)

(12)

(92)

(35)

N-Value

CL

ML

CL-ML

ML

ML

CH

CH

CH

CL-ML

ML

CH

CL-ML

CH

CH

CH

CH

SW-SM

SW

SW

SW

SW

SM

SW

SW

GW-GM

SW

SW

ML

CH

USCS

Qu (psf) LEAN CLAY (CL); brown, moist, firm, few silt SILT (ML); gray, moist

LEAN CLAY (CL-ML); gray, moist, firm, some silt SILT (ML); gray, moist, few clay SANDY SILT (ML); gray, wet, lensed, little fine sand

FAT CLAY (CH); gray, moist, plastic, homogeneous

FAT CLAY (CH); gray, moist, plastic, few silt

FAT CLAY (CH); gray, moist, plastic, lensed LEAN CLAY (CL-ML); gray, moist, plastic, slickensided, some silt SILT (ML); gray, moist, few clay FAT CLAY (CH); gray, moist, plastic LEAN CLAY (CL-ML); gray, moist, plastic, lensed, some silt FAT CLAY (CH); gray, moist, plastic, slickensided FAT CLAY (CH); gray, moist, plastic, lensed

FAT CLAY (CH); gray, moist, plastic, slickensided FAT CLAY (CH); blue, moist, plastic, lensed WELL GRADED SAND WITH SILT (SW-SM); gray, wet, soft, lensed, some silt WELL GRADED SAND (SW); gray, wet, dense

WELL GRADED SAND (SW); gray, wet, medium dense

WELL GRADED SAND (SW); gray, wet, dense

WELL GRADED SAND (SW); gray, wet, very dense

SILTY SAND (SM); gray, wet, dense

WELL GRADED SAND (SW); gray, wet, dense, trace gravel

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, dense, some fine to coarse gravel

WELL GRADED GRAVEL WITH SAND (GW-GM); gray, wet, dense, some coarse sand

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, dense, few fine to coarse gravel

WELL GRADED SAND WITH GRAVEL (SW); gray, wet, medium dense, few fine to coarse gravel

GRAVELLY SILT (ML); blue, moist, very dense

FAT CLAY (CH); brown, dry, dense, lensed, few coal refuse

Description

0.3302

0.5088

0.2364

D10

PI

PL

LL

NMC

611-7-22T Northing: 1623614.981 Easting: 2112738.218

Elevation: 147.460

SO

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

A

M

AR

K

SI

ZE

SU

BM

IT

TE

D B

Y:

D

AT

E

C O

N

TR

AC

T

N O

C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

W

2E E-

YY

-X

-X

XX

W

2E E2

6R A0

N O

VE

M

BE

R

VI

C

KS

BU

R G

, M S

C

LA

Y

ST

R

EE

T

VI

C

KS

BU

R G

D

IS

TR

SO

N

, I

TE

M

-L

SE

EP

AG

E

R

EM

ED

IA

TI

O

N

FC

/M R

&T , E

AS

T

BA

N

K M

IS

SI

SS

IP

PI

R

IV

ER

L

EV

EE

S

BO

LI

VA

R

C O

U N

TY

, M

IS

SI

SS

IP

B-107

R

IN

G

P R

O

FI

LE

S

TE

R

TI

AR

Y

PR

O

FI

U

ER

TA

C . H

U

ER

TA

C . B

AN

KS

TO

N

D . W

AL

LA

A1C-107

STA.a455+00

STA.a460+00

STA.a465+00

STA.a470+00

STA.a475+00

STA.a480+00STA.a485+00

STA.a490+00

STA.a495+00 STA.a500+00

ST

A.

a5

+0

ST

A.

a5

+0

ST

A.

a5

+0

PI

: 4

+8

5.

PI

: 5

+6

0.

BERM 1

UPPER LIMIT ITEM 611-L STA. a460+00

BORROW AREA

LANDSIDE

WATERSIDE

DITCH 1

BM

MONUMENT

PI-12-B

CAT-2

PI-13

FEN-2

FEN-1

FEN-3

611-1-24B

611-2-24B

611-3-24B

611-4-24B

611-5-24B

611-6-24B

611-7-24B

611-8-24B

611-9-24B

611-10-24B

611-11-24B

611-12-24B

611-2-22T

611-1-22U

611-81.22C

611-82.22C

611-83.22C

611-84.22C

611-85.22C

611-86.22C

611-87.22C

611-88.22C

611-89.22C

611-90.22C

611-91.22C

611-159.22C

611-160.22C

611-161.22C

611-162.22C

611-163.22C

611-164.22C 611-165.22C

611-166.22C

611-167.22C

611-2-22U 611-2.22C

611-3.22C

611-4.22C

611-6.22C

611-7.22C

611-8.22C

611-9.22C

611-10.22C

611-11.22C

611-12.22C

611-14.22C L2

L22 L23

WCSTR-1 24" PIPE

R/W R/W

R/W R/W

R /W

R /W

R /W

R/W R/W

R/W R/W

R/W R/W

R/W R/W

R/W R/W

R /W

R /W

R /W

R /W

R /W

R/W

R /W

R /W

R /W

R /W

R /W

R /W

R/W

R/W R/W

R/W R/W

R/W

R/W R/W R/W

R/W R/W

R/W R/W

R/W R/W

R/W

R /W

R /W

M

AT

C H

L

IN

E

ST

A.

+0

SO

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

A

M

AR

K

SI

ZE

SU

BM

IT

TE

D B

Y:

D

AT

E

C O

N

TR

AC

T

N O

C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

W

2E E-

YY

-X

-X

XX

W

2E E2

6R A0

N O

VE

M

BE

R

VI

C

KS

BU

R G

, M S

C

LA

Y

ST

R

EE

T

VI

C

KS

BU

R G

D

IS

TR

SO

N

, I

TE

M

-L

SE

EP

AG

E

R

EM

ED

IA

TI

O

N

FC

/M R

&T , E

AS

T

BA

N

K M

IS

SI

SS

IP

PI

R

IV

ER

L

EV

EE

S

BO

LI

VA

R

C O

U N

TY

, M

IS

SI

SS

IP

C-101

PL

AN

ST

A.

+0

TO

+0

SH

EE

T

O

F

C . H

U

ER

TA

C . H

U

ER

TA

C . B

AN

KS

TO

N

D . W

AL

LA

C E

1. HORIZONTAL DATUM IS NAD83/HARN, SPCS, MS WEST. VERTICAL DATUM IS

NAVD88.

2. ALL UNITS ARE U.S. SURVEY FOOT.

3. AERIAL PHOTOGRAPHY TAKEN CIRCA THE TIME OF DESIGN OF THIS

CONTRACT AND SHOULD BE CHECKED FOR ACCURACY PRIOR TO BIDDING

THIS CONTRACT.

4. ROW LAYOUT INFORMATION IS SHOWN ON SHEETS R-101 - R-601.

5. CPT DATA IS AVAILABLE UPON REQUEST.

6. SILT FENCE WILL BE CONSISTENT WITH ROW.

7. RAMP DETAIL CAN BE SEEN ON SHEET C-502.

8. CONTRACTOR WILL ADD 38 TONS PER LINEAR FOOT OF GRAVEL SURFACING

TO THE LEVEE CROWN AFTER BERM CONSTRUCTION.

9. SEE SHEET C-602 FOR DESCRIPTIONS TO UTILITY CALL OUTS.

10. FOR CLARIFICATION ON THE DENOTATION OF THE CENTERLINE:

10.1. STA.XXX+XX- REGULAR MRL STATIONING

10.2. STA.aXXX+XX FIRST STATION EQUATION

10.3. STA.bXXX+XX SECOND STATION EQUATION

11. NORTHING AND EASTINGS SHOWN ARE FOR THE WATER CONTROL

STRUCTURE BACKFILL LOCATION. SEE SHEETS S-101 AND S-501 FOR WATER

CONTROL STRUCTURE DETAILS.

NOTES

LEGEND

R/W RIGHT OF WAY LIMITS

BASELINE

CONE PENETROMETER TEST

FOUNDATION BORING

BORROW BORING

A1 PLAN; STA. 460+00 TO 498+00

SCALE: 1"=200' 400'0 200'

N

STA.a495+00

STA.a500+00

STA.a505+00

STA.a510+00

STA.a515+00

STA.a520+00

STA.a525+00

STA.a530+00

STA.a535+00

STA.a540+00

PI

: 5

+6

1.

PI: 532+76.12

PI: 500+60.09

EXISTING BASELINE

BERM 2

BORROW AREA

LANDSIDE

WATERSIDE

MISSISSIPPI RIVER

BERM 1

RIVER MILE 611

BM

BM

MONUMENT

PI-14-A

PI-14CAT-1

PI-13

FEN-4

FEN-5

611-1-24B

611-2-24B

611-3-24B

611-4-24B

611-5-24B

611-6-24B

611-2-22T

611-18.22C

611-89.22C

611-90.22C

611-91.22C

611-92.22C

611-93.22C

611-94.22C

611-95.22C

611-96.22C

611-97.22C

611-98.22C

611-99.22C

611-167.22C

611-168.22C

611-169.22C

611-170.22C

611-171.22C

611-172.22C

611-173.22C

611-174.22C

611-175.22C

611-176.22C

611-177.22C

611-2-22U611-3-22U

611-10.22C

611-11.22C 611-12.22C

611-14.22C

611-15.22C

611-16.22C

611-17.22C

611-19.22C

611-20.22C

L24L25

STA.b535+00

WCSTR-1 24" PIPE

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

WCSTR REPLACEMENT

SEE NOTE 11

E 2,121,809 N 1641638

E 2,121,828 N 1641632

E 2,121,797 N 1641594

E 2,121,816 N 1641588

MATCH LINE STA. 498+00

M

ATCH LINE STA. 542+00

SO

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

A

M

AR

K

SI

ZE

SU

BM

IT

TE

D B

Y:

D

AT

E

C O

N

TR

AC

T

N O

C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

W

2E E-

YY

-X

-X

XX

W

2E E2

6R A0

N O

VE

M

BE

R

VI

C

KS

BU

R G

, M S

C

LA

Y

ST

R

EE

T

VI

C

KS

BU

R G

D

IS

TR

SO

N

, I

TE

M

-L

SE

EP

AG

E

R

EM

ED

IA

TI

O

N

FC

/M R

&T , E

AS

T

BA

N

K M

IS

SI

SS

IP

PI

R

IV

ER

L

EV

EE

S

BO

LI

VA

R

C O

U N

TY

, M

IS

SI

SS

IP

C-102

AN

ST

A.

+0

TO

+0

SH

EE

T

O

F

C . H

U

ER

TA

C . H

U

ER

TA

C . B

AN

KS

TO

N

D . W

AL

LA

C E

1. HORIZONTAL DATUM IS NAD83/HARN, SPCS, MS WEST. VERTICAL DATUM IS

NAVD88.

2. ALL UNITS ARE U.S. SURVEY FOOT.

3. AERIAL PHOTOGRAPHY TAKEN CIRCA THE TIME OF DESIGN OF THIS

CONTRACT AND SHOULD BE CHECKED FOR ACCURACY PRIOR TO BIDDING

THIS CONTRACT.

4. ROW LAYOUT INFORMATION IS SHOWN ON SHEETS R-101 - R-601.

5. CPT DATA IS AVAILABLE UPON REQUEST.

6. SILT FENCE WILL BE CONSISTENT WITH ROW.

7. RAMP DETAIL CAN BE SEEN ON SHEET C-502.

8. CONTRACTOR WILL ADD 38 TONS PER LINEAR FOOT OF GRAVEL SURFACING

TO THE LEVEE CROWN AFTER BERM CONSTRUCTION.

9. SEE SHEET C-602 FOR DESCRIPTIONS TO UTILITY CALL OUTS.

10. FOR CLARIFICATION ON THE DENOTATION OF THE CENTERLINE:

10.1. STA.XXX+XX- REGULAR MRL STATIONING

10.2. STA.aXXX+XX FIRST STATION EQUATION

10.3. STA.bXXX+XX SECOND STATION EQUATION

11. NORTHING AND EASTINGS SHOWN ARE FOR THE WATER CONTROL

STRUCTURE BACKFILL LOCATION. SEE SHEETS S-101 AND S-501 FOR WATER

CONTROL STRUCTURE DETAILS.

NOTES

LEGEND

R/W RIGHT OF WAY LIMITS

BASELINE

CONE PENETROMETER TEST

FOUNDATION BORING

BORROW BORING

A1 PLAN; STA. 498+00 TO 542+00

SCALE: 1"=200' 400'0 200'

FLOW

EE

E

E E

E E

E

E

E

GUYW-4

GUYW-5

GATE-1

GATE-2

STA.a540+00

PI

: 5

+7

6.

PI

: 5

+9

8.

PI: 571+09.96

PI: 578+75.39

BERM 3

PROPOSED STORAGE AREA (SUBJECT TO CHANGE)

LANDSIDE

WATERSIDE

MISSISSIPPI RIVER

BERM RAMP 1

SEE SHEET C-501

DETAIL A1

RIVER MILE 610

ACCESS ROUTE

CANADY RD FROM HWY 1

BM

MONUMENT

PI-15

PI-15-A

PI-16

PI-14-A

CAT-4

PP-2

PP-1

FEN-6

FEN-7

FEN-8

CAT-3

611-3-22T

611-23.22C 611-24.22C

611-25.22C

611-26.22C

611-27.22C

611-28.22C

611-98.22C

611-99.22C

611-100.22C

611-101.22C

611-102.22C

611-103.22C

611-104.22C

611-105.22C

611-106.22C

611-107.22C

611-108.22C

611-175.22C

611-176.22C

611-177.22C

611-178.22C

611-179.22C

611-180.22C

611-181.22C

611-182.22C

611-183.22C

611-184.22C

611-4-22U

611-19.22C

611-20.22C

611-21.22C 611-22.22C

L26

L27

L28 STA.b535+00

STA.b540+00

STA.b545+00

STA.b550+00

STA.b555+00

STA.b560+00

STA.b565+00

STA.b570+00

STA.b575+00

STA.b580+00

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W R/W

M

AT

C H

L

IN

E

ST

A.

+0

M

ATCH LINE STA. 577+00

SO

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

A

M

AR

K

SI

ZE

SU

BM

IT

TE

D B

Y:

D

AT

E

C O

N

TR

AC

T

N O

C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

W

2E E-

YY

-X

-X

XX

W

2E E2

6R A0

N O

VE

M

BE

R

VI

C

KS

BU

R G

, M S

C

LA

Y

ST

R

EE

T

VI

C

KS

BU

R G

D

IS

TR

SO

N

, I

TE

M

-L

SE

EP

AG

E

R

EM

ED

IA

TI

O

N

FC

/M R

&T , E

AS

T

BA

N

K M

IS

SI

SS

IP

PI

R

IV

ER

L

EV

EE

S

BO

LI

VA

R

C O

U N

TY

, M

IS

SI

SS

IP

C-103

AN

ST

A.

+0

TO

+0

SH

EE

T

O

F

C . H

U

ER

TA

C . H

U

ER

TA

C . B

AN

KS

TO

N

D . W

AL

LA

C E

1. HORIZONTAL DATUM IS NAD83/HARN, SPCS, MS WEST. VERTICAL DATUM IS

NAVD88.

2. ALL UNITS ARE U.S. SURVEY FOOT.

3. AERIAL PHOTOGRAPHY TAKEN CIRCA THE TIME OF DESIGN OF THIS

CONTRACT AND SHOULD BE CHECKED FOR ACCURACY PRIOR TO BIDDING

THIS CONTRACT.

4. ROW LAYOUT INFORMATION IS SHOWN ON SHEETS R-101 - R-601.

5. CPT DATA IS AVAILABLE UPON REQUEST.

6. SILT FENCE WILL BE CONSISTENT WITH ROW.

7. RAMP DETAIL CAN BE SEEN ON SHEET C-502.

8. CONTRACTOR WILL ADD 38 TONS PER LINEAR FOOT OF GRAVEL SURFACING

TO THE LEVEE CROWN AFTER BERM CONSTRUCTION.

9. SEE SHEET C-602 FOR DESCRIPTIONS TO UTILITY CALL OUTS.

10. FOR CLARIFICATION ON THE DENOTATION OF THE CENTERLINE:

10.1. STA.XXX+XX- REGULAR MRL STATIONING

10.2. STA.aXXX+XX FIRST STATION EQUATION

10.3. STA.bXXX+XX SECOND STATION EQUATION

11. NORTHING AND EASTINGS SHOWN ARE FOR THE WATER CONTROL

STRUCTURE BACKFILL LOCATION. SEE SHEETS S-101 AND S-501 FOR WATER

CONTROL STRUCTURE DETAILS.

NOTES

LEGEND

R/W RIGHT OF WAY LIMITS

BASELINE

CONE PENETROMETER TEST

FOUNDATION BORING

BORROW BORING

A1 PLAN; STA. 542+00 TO 575+00

SCALE: 1"=200' 400'0 200'

E

E E

E E

E E

E E

GUYW-1

GUYW-2

PI

: 5

+7

5.

PI

: 5

+5

1.

PI

: 5

+1

8.

PI

: 6

+4

0.

PI

: 6

+6

0.

BERM 4

PROPOSED STORAGE AREA (SUBJECT TO CHANGE)

LANDSIDE

WATERSIDE

MISSISSIPPI RIVER

BERM RAMP 2

SEE SHEET C-501

DETAIL A1

BM

MONUMENT

PI-16

PI-16-A

PI-16-B

PI-17

PP-4

PP-3

SIGN-1

SIGN-2

SIGN-3

SIGN-4 SIGN-5

FEN-9

FEN-10

611-5-22U

611-6-22U

611-28.22C

611-29.22C

611-30.22C

611-31.22C

611-32.22C

611-33.22C

611-34.22C

611-35.22C

611-36.22C

611-37.22C

611-107.22C

611-108.22C

611-109.22C

611-110.22C

611-111.22C

611-112.22C

611-113.22C

611-114.22C

611-115.22C

611-183.22C

611-184.22C

611-185.22C611-186.22C

611-187.22C

611-188.22C

611-189.22C

611-190.22C611-191.22C

L28

L29

L30

L31

L32

STA.b575+00

STA.b580+00

STA.b585+00

STA.b590+00

STA.b595+00

STA.b600+00

STA.b605+00

STA.b610+00

STA.b615+00STA.b620+00

R/W

R/W

R/W

R/W

R/W

R/W R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W R/W

R/W

R/W R/W R/W

R/W R/W R/W

R/W R/W

R/W R/W

R/W

R/W

M

AT

C H

L

IN

E

ST

A.

+0

M

AT

C H

L

IN

E

ST

A.

+0

SO

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

A

M

AR

K

SI

ZE

SU

BM

IT

TE

D B

Y:

D

AT

E

C O

N

TR

AC

T

N O

C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

W

2E E-

YY

-X

-X

XX

W

2E E2

6R A0

N O

VE

M

BE

R

VI

C

KS

BU

R G

, M S

C

LA

Y

ST

R

EE

T

VI

C

KS

BU

R G

D

IS

TR

SO

N

, I

TE

M

-L

SE

EP

AG

E

R

EM

ED

IA

TI

O

N

FC

/M R

&T , E

AS

T

BA

N

K M

IS

SI

SS

IP

PI

R

IV

ER

L

EV

EE

S

BO

LI

VA

R

C O

U N

TY

, M

IS

SI

SS

IP

C-104

AN

ST

A.

+0

TO

+0

SH

EE

T

O

F

C . H

U

ER

TA

C . H

U

ER

TA

C . B

AN

KS

TO

N

D . W

AL

LA

C E

1. HORIZONTAL DATUM IS NAD83/HARN, SPCS, MS WEST. VERTICAL DATUM IS

NAVD88.

2. ALL UNITS ARE U.S. SURVEY FOOT.

3. AERIAL PHOTOGRAPHY TAKEN CIRCA THE TIME OF DESIGN OF THIS

CONTRACT AND SHOULD BE CHECKED FOR ACCURACY PRIOR TO BIDDING

THIS CONTRACT.

4. ROW LAYOUT INFORMATION IS SHOWN ON SHEETS R-101 - R-601.

5. CPT DATA IS AVAILABLE UPON REQUEST.

6. SILT FENCE WILL BE CONSISTENT WITH ROW.

7. RAMP DETAIL CAN BE SEEN ON SHEET C-502.

8. CONTRACTOR WILL ADD 38 TONS PER LINEAR FOOT OF GRAVEL SURFACING

TO THE LEVEE CROWN AFTER BERM CONSTRUCTION.

9. SEE SHEET C-602 FOR DESCRIPTIONS TO UTILITY CALL OUTS.

10. FOR CLARIFICATION ON THE DENOTATION OF THE CENTERLINE:

10.1. STA.XXX+XX- REGULAR MRL STATIONING

10.2. STA.aXXX+XX FIRST STATION EQUATION

10.3. STA.bXXX+XX SECOND STATION EQUATION

11. NORTHING AND EASTINGS SHOWN ARE FOR THE WATER CONTROL

STRUCTURE BACKFILL LOCATION. SEE SHEETS S-101 AND S-501 FOR WATER

CONTROL STRUCTURE DETAILS.

NOTES

LEGEND

R/W RIGHT OF WAY LIMITS

BASELINE

CONE PENETROMETER TEST

FOUNDATION BORING

BORROW BORING

A1 PLAN; STA. 575+00 TO 619+00

SCALE: 1"=200' 400'0 200'

N

FLO

W

: 6

+4

0.

PI

: 6

+6

0.

PI

: 6

+7

9.

PI

: 6

+3

0.

PI

: 6

+9

6.

PI: 650+74.41

PI: 656+63.05PI: 659+36.41

BERM 5

BERM 6

BERM 7

LANDSIDE

WATERSIDE

BM

MONUMENT

BM

MONUMENT

PI-17

PP-5

PP-6

FEN-11

FEN-12

611-4-22T

611-7-22U

611-36.22C

611-37.22C

611-38.22C

611-39.22C

611-40.22C

611-41.22C

611-42.22C

611-43.22C

611-44.22C

611-45.22C

611-46.22C

611-115.22C

611-116.22C

611-117.22C

611-118.22C 611-119.22C

611-120.22C 611-121.22C

611-122.22C

611-123.22C

611-124.22C

611-125.22C

611-190.22C

611-191.22C

611-192.22C

611-193.22C

611-194.22C611-195.22C 611-196.22C

611-197.22C

611-198.22C

611-200.22C

611-8-22U

611-199.22C

L32

L33

L34L35

L36

L3

L38

STA.b615+00

STA.b620+00

STA.b625+00

STA.b630+00

STA.b635+00

STA.b640+00 STA.b645+00

STA.b650+00

STA

.b6

+0

STA.b660+00

STA.b665+00

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/WR/W

R/W

R/W

R/W

R/W

R/W

R/W

R/WR/WR/W

R/W R/W

R/W

R/W

R/W R/W

R/W

R/W

R/W

R/W

CUL-1

SEE SHEET C-502

DETAIL A1 FOR CULVERT

M

AT

C H

L

IN

E

ST

A.

+0

M

AT

C H

L

IN

E

ST

A.

+0

SO

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

A

M

AR

K

SI

ZE

SU

BM

IT

TE

D B

Y:

D

AT

E

C O

N

TR

AC

T

N O

C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

W

2E E-

YY

-X

-X

XX

W

2E E2

6R A0

N O

VE

M

BE

R

VI

C

KS

BU

R G

, M S

C

LA

Y

ST

R

EE

T

VI

C

KS

BU

R G

D

IS

TR

SO

N

, I

TE

M

-L

SE

EP

AG

E

R

EM

ED

IA

TI

O

N

FC

/M R

&T , E

AS

T

BA

N

K M

IS

SI

SS

IP

PI

R

IV

ER

L

EV

EE

S

BO

LI

VA

R

C O

U N

TY

, M

IS

SI

SS

IP

C-105

AN

ST

A.

+0

TO

+0

SH

EE

T

O

F

C . H

U

ER

TA

C . H

U

ER

TA

C . B

AN

KS

TO

N

D . W

AL

LA

C E

1. HORIZONTAL DATUM IS NAD83/HARN, SPCS, MS WEST. VERTICAL DATUM IS

NAVD88.

2. ALL UNITS ARE U.S. SURVEY FOOT.

3. AERIAL PHOTOGRAPHY TAKEN CIRCA THE TIME OF DESIGN OF THIS

CONTRACT AND SHOULD BE CHECKED FOR ACCURACY PRIOR TO BIDDING

THIS CONTRACT.

4. ROW LAYOUT INFORMATION IS SHOWN ON SHEETS R-101 - R-601.

5. CPT DATA IS AVAILABLE UPON REQUEST.

6. SILT FENCE WILL BE CONSISTENT WITH ROW.

7. RAMP DETAIL CAN BE SEEN ON SHEET C-502.

8. CONTRACTOR WILL ADD 38 TONS PER LINEAR FOOT OF GRAVEL SURFACING

TO THE LEVEE CROWN AFTER BERM CONSTRUCTION.

9. SEE SHEET C-602 FOR DESCRIPTIONS TO UTILITY CALL OUTS.

10. FOR CLARIFICATION ON THE DENOTATION OF THE CENTERLINE:

10.1. STA.XXX+XX- REGULAR MRL STATIONING

10.2. STA.aXXX+XX FIRST STATION EQUATION

10.3. STA.bXXX+XX SECOND STATION EQUATION

11. NORTHING AND EASTINGS SHOWN ARE FOR THE WATER CONTROL

STRUCTURE BACKFILL LOCATION. SEE SHEETS S-101 AND S-501 FOR WATER

CONTROL STRUCTURE DETAILS.

NOTES

LEGEND

R/W RIGHT OF WAY LIMITS

BASELINE

CONE PENETROMETER TEST

FOUNDATION BORING

BORROW BORING

A1 PLAN; STA. 619+00 TO 661+00

EEEEEE

E E

E E

E E

GUYW-6

PI

: 6

+9

6.

PI: 650+74.41

PI: 656+63.05

PI

: 6

+3

6.

PI

: 6

+3

4.

PI: 694+15.51

EXISTING BASELINE

BERM 7

DITCH 2

LOWER LIMIT ITEM 611-L STA. 677+00

LANDSIDE

WATERSIDE

BM

MONUMENT

PP-10

PP-9

PP-8

PP-7

PP-5PP-6

FEN-12

611-5-22T

611-42.22C 611-43.22C

611-44.22C

611-45.22C

611-46.22C611-47.22C611-48.22C 611-49.22C611-50.22C

611-51.22C

611-121.22C

611-122.22C

611-123.22C

611-124.22C

611-125.22C611-126.22C611-127.22C611-128.22C

611-129.22C

611-130.22C

611-196.22C

611-197.22C

611-198.22C

611-200.22C611-201.22C611-202.22C611-203.22C

611-204.22C

611-205.22C

611-8-22U

611-199.22C

L35

L36

L3

L38 L39

L40

STA.b645+00

STA.b650+00

STA.b6

+00

STA.b660+00STA.b665+00STA.b670+00STA.b675+00STA.b680+00STA.b685+00

STA.b690+00

STA.b695+00

BERM 8

BERM 9

R/WR/W

R/W

R/W

R/W

R/W

R/WR/WR/WR/WR/WR/WR/W

R /W

R /W

R/W R/W R/W

R/W R/W R/W

R/W

CUL-1

M

AT

C H

L

IN

E

ST

A.

+0

SO

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

A

M

AR

K

SI

ZE

SU

BM

IT

TE

D B

Y:

D

AT

E

C O

N

TR

AC

T

N O

C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

W

2E E-

YY

-X

-X

XX

W

2E E2

6R A0

N O

VE

M

BE

R

VI

C

KS

BU

R G

, M S

C

LA

Y

ST

R

EE

T

VI

C

KS

BU

R G

D

IS

TR

SO

N

, I

TE

M

-L

SE

EP

AG

E

R

EM

ED

IA

TI

O

N

FC

/M R

&T , E

AS

T

BA

N

K M

IS

SI

SS

IP

PI

R

IV

ER

L

EV

EE

S

BO

LI

VA

R

C O

U N

TY

, M

IS

SI

SS

IP

C-106

AN

ST

A.

+0

TO

+0

SH

EE

T

O

F

C . H

U

ER

TA

C . H

U

ER

TA

C . B

AN

KS

TO

N

D . W

AL

LA

C E

1. HORIZONTAL DATUM IS NAD83/HARN, SPCS, MS WEST. VERTICAL DATUM IS

NAVD88.

2. ALL UNITS ARE U.S. SURVEY FOOT.

3. AERIAL PHOTOGRAPHY TAKEN CIRCA THE TIME OF DESIGN OF THIS

CONTRACT AND SHOULD BE CHECKED FOR ACCURACY PRIOR TO BIDDING

THIS CONTRACT.

4. ROW LAYOUT INFORMATION IS SHOWN ON SHEETS R-101 - R-601.

5. CPT DATA IS AVAILABLE UPON REQUEST.

6. SILT FENCE WILL BE CONSISTENT WITH ROW.

7. RAMP DETAIL CAN BE SEEN ON SHEET C-502.

8. CONTRACTOR WILL ADD 38 TONS PER LINEAR FOOT OF GRAVEL SURFACING

TO THE LEVEE CROWN AFTER BERM CONSTRUCTION.

9. SEE SHEET C-602 FOR DESCRIPTIONS TO UTILITY CALL OUTS.

10. FOR CLARIFICATION ON THE DENOTATION OF THE CENTERLINE:

10.1. STA.XXX+XX- REGULAR MRL STATIONING

10.2. STA.aXXX+XX FIRST STATION EQUATION

10.3. STA.bXXX+XX SECOND STATION EQUATION

11. NORTHING AND EASTINGS SHOWN ARE FOR THE WATER CONTROL

STRUCTURE BACKFILL LOCATION. SEE SHEETS S-101 AND S-501 FOR WATER

CONTROL STRUCTURE DETAILS.

NOTES

LEGEND

R/W RIGHT OF WAY LIMITS

BASELINE

CONE PENETROMETER TEST

FOUNDATION BORING

BORROW BORING

A1 PLAN; STA. 661+00 TO 677+00

A1C-107

STA.a455+00STA.a460+00STA.a465+00STA.a470+00STA.a475+00STA.a480+00

STA.a485+00

STA.a490+00

STA.a495+00

STA.a500+00

ST

A.

a5

+0

ST

A.

a5

+0

ST

A.

a5

+0

PI

: 5

+6

0.

BORROW AREA

LANDSIDE

WATERSIDE

BERM 1

BM

MONUMENT

PI-12-B

PI-13

FEN-1

611-1-24B

611-2-24B

611-3-24B

611-4-24B

611-5-24B

611-6-24B

611-7-24B

611…