B.08._W912EE26RA005 DRAWINGS - MRL 615-L.pdf

PDF 16 MB Posted Jan 8, 2026

Attached to: Bolivar County, Mississippi, FC/MR&T, EBMRL, Seepage Remediation, Francis to Round Lake, Item 615-L
Solicitation number: W912EE26RA005
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

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B.08._W912EE26RA005 AMEND 0005.pdf	PDF	Feb 3, 2026
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B.08._W912EE26RA005 AMT 0002 DRAWINGS.pdf	PDF	Jan 15, 2026
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B.08._W912EE26RA005 AMEND 0001.pdf	PDF	Jan 13, 2026
B.08._W912EE26RA005 MRL 615-L.pdf	PDF	Jan 8, 2026

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ROUND LAKE, MS

FRANCIS, MS

ITEM 615-L

MISSISSIPPI RIVER

BOLIVAR COUNTY, MS

ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

VICKSBURG DISTRICT

W912EE-YY-X-XXXX

NOVEMBER 2025

W912EE26RA005

BOLIVAR COUNTY, MISSISSIPPI

FC/MR&T, EAST BANK MISSISSIPPI RIVER LEVEE

SEEPAGE REMEDIATION

FRANCIS TO ROUND LAKE, ITEM 615-L

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E2

6R A0

N O

R G

, M S

R G

T O

R O

U N

D L

E, IT

-L

E R

O N

R &T

, E

N K

C O

U N

, M

AS ADVERTISED

G-001

C O

S H

C .H

C . B

D . W

C E

INDEX TO DRAWINGS

SHEET ID TITLE LINE 1 TITLE LINE 2 TITLE LINE3

G-001 COVER SHEET

B-001 BORING LEGEND

B-101 BORING PROFILES BORROW BORINGS

B-102 BORING PROFILES FOUNDATION PROFILES

B-103 BORING PROFILES TERTIARY PROFILES

C-101 PLAN STA. 68+00 TO 109+00 SHEET 1 OF 7

C-102 PLAN STA. 109+00 TO 152+00 SHEET 2 OF 7

C-103 PLAN STA. 152+00 TO 195+00 SHEET 3 OF 7

C-104 PLAN STA. 195+00 TO 215+00 SHEET 4 OF 7

C-105 PLAN STA. 215+00 TO 248+00 SHEET 5 OF 7

C-106 PLAN STA. 248+00 TO 282+00 SHEET 6 OF 7

C-107 PLAN STA. 282+00 TO 300+00 SHEET 7 OF 7

C-108 PLAN AND SECTION BORROW AREA

C-109 BORROW AREA CROSS SECTION

C-110 DITCH 1 PLAN AND PROFILE

C-111 DITCH 2 PLAN AND PROFILE

C-112 DITCH 3 PLAN AND PROFILE

C-113 DITCH 4 PLAN AND PROFILE

C-114 DITCH 5 PLAN AND PROFILE

C-115 DITCH 6 PLAN AND PROFILE

C-301 TYPICAL SECTIONS

C-302 DETAILS AND TABULATIONS

C-311 CROSS SECTIONS STA. 68+00 TO 72+00

C-312 CROSS SECTIONS STA. 73+00 TO 77+00

C-313 CROSS SECTIONS STA. 78+00 TO 82+00

C-314 CROSS SECTIONS STA. 83+00 TO 87+00

C-315 CROSS SECTIONS STA. 88+00 TO 92+00

C-316 CROSS SECTIONS STA. 93+00 TO 97+00

C-317 CROSS SECTIONS STA. 98+00 TO 102+00

C-318 CROSS SECTIONS STA. 103+00 TO 107+00

C-319 CROSS SECTIONS STA. 108+00 TO 112+00

C-320 CROSS SECTIONS STA. 113+00 TO 117+00

C-321 CROSS SECTIONS STA. 118+00 TO 122+00

C-322 CROSS SECTIONS STA. 123+00 TO 127+00

C-323 CROSS SECTIONS STA. 128+00 TO 132+00

C-324 CROSS SECTIONS STA. 133+00 TO 137+00

C-325 CROSS SECTIONS STA. 138+00 TO 142+00

C-326 CROSS SECTIONS STA. 143+00 TO 159+00

C-327 CROSS SECTIONS STA. 160+00 TO 164+00

C-328 CROSS SECTIONS STA. 165+00 TO 169+00

C-329 CROSS SECTIONS STA. 170+00 TO 174+00

C-330 CROSS SECTIONS STA. 175+00 TO 185+00

C-331 CROSS SECTIONS STA. 186+00 TO 190+00

C-332 CROSS SECTIONS STA. 191+00 TO 265+00

C-333 CROSS SECTIONS STA. 266+00 TO 270+00

C-334 CROSS SECTIONS STA. 271+00 TO 291+00

C-335 CROSS SECTIONS STA. 292+00 TO 296+00

C-336 CROSS SECTIONS STA. 297+00 TO 300+00

C-501 TYPICAL DETAILS STORM WATER POLLUTION PREVENTION PLAN

C-601 CIVIL TABULATIONS SHEET 1 OF 2

C-602 CIVIL TABULATIONS SHEET 2 OF 2

S-101 WATER CONTROL STRUCTURE PLAN

S-501 WATER CONTROL STRUCTURE CROSS SECTION

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-107 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

A R

G R

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

N D

CLEAN

GRAVEL

WITH FINES

(Little or No Fines)

(Appreciable Amount of Fines)

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)

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

- G

R A

S O

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)

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

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

A R

G R

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

N D

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

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

"A" L

INE

"U " L

INE

OH, MH

OL, ML

CL-ML

CONSISTENCY

COHESION IN P.S.F. FROM

UNCONFINED COMPRESSION TEST SYMBOL

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

vSo

St vSt

< 250

250 - 500

500 - 1,000

1,000 - 2,000

2,000 - 4,000

> 4,000

(12)

(8)

(16)

(20)

N-Value

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

NMC

EXA-1-25U

Northing: 1035422.648 Easting: 2141600.269

Elevation: 260.000

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E2

6R A0

N O

R G

, M S

R G

T O

R O

U N

D L

E, IT

-L

E R

O N

R &T

, E

N K

C O

U N

, M

B-001

C .H

C . B

D . W

USCS

FAT CLAY (CH) brown, moist, plastic, few silt

SILT (ML) brown, moist, plastic, little clay

SILT (ML) brown, wet, plastic, little clay

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

FAT CLAY (CH) gray, wet, plastic, trace silt

Field Description

NMC

CL-ML

USCS

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

SILT (ML) brown, moist, spongy, few clay

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

SILT (ML) gray, wet, spongy

Field Description

NMC

CL-ML

USCS

FAT CLAY (CH) brown to black, dry

LEAN CLAY (CL-ML) brown, moist

FAT CLAY (CH) brown, moist, few silt

LEAN CLAY (CL) brown, moist, plastic, few silt

SILT (ML) gray, wet, spongy, little clay

Field Description

NMC

615-29-23B Northing: 1659766.753 Easting: 2138614.586

Elevation: 156.900

615-30-23B Northing: 1659796.001 Easting: 2139038.461

Elevation: 153.400

615-28-23B Northing: 1659839.221 Easting: 2138092.202

Elevation: 158.100

CL-ML

USCS

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

SILT (ML) brown, moist, blocky, some clay

SILT (ML) brown, moist, little clay

SILT (ML) tan to brown, moist

SILT (ML) brown, wet

SILT (ML) gray, wet, spongy

Field Description

NMC

CL-ML

USCS

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

SILT (ML) tan to brown, dry, few clay

SILTY SAND (SM) tan and brown, moist, some silt

SILT (ML) brown with gray, wet

SILT (ML) gray, moist, spongy, few clay

FAT CLAY (CH) gray, moist, plastic

Field Description

NMC

CL-ML

USCS

FAT CLAY (CH) brown, dry, firm, few silt

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

FAT CLAY (CH) brown, moist, firm

LEAN CLAY (CL) brown, moist, plastic

SILT (ML) gray, wet

Field Description

NMC

CL-ML

USCS

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

SILT (ML) brown, moist, few clay

SILT (ML) brown, moist, spongy

FAT CLAY (CH) gray to blue, moist, firm

Field Description

NMC

615-23-23B Northing: 1660244.192 Easting: 2137814.376

Elevation: 156.400

615-25-23B Northing: 1660194.975 Easting: 2138657.597

Elevation: 158.300

615-27-23B Northing: 1659808.080 Easting: 2137834.130

Elevation: 158.800

615-24-23B Northing: 1660203.982 Easting: 2138311.822

Elevation: 158.200

CL-ML

USCS

SILT (ML) brown to tan, moist

SILT (ML) brown, moist, few clay

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

SILT (ML) gray, moist, spongy, few clay

SILT (ML) gray, wet

SILT (ML) gray, wet, little clay

LEAN CLAY (CL) gray, moist, few silt

SILT (ML) gray, moist, spongy, few clay

Field Description

NMC

CL-ML

USCS

SILT (ML) brown, moist, few clay

LEAN CLAY (CL) brown, moist, plastic, few silt

LEAN CLAY (CL) brown with gray, moist, plastic, trace silt

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

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

SILT (ML) gray, wet, few clay

Field Description

NMC

CL-ML

USCS

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

SILT (ML) brown, moist, spongy

SILT (ML) tan to brown, dry

SILT (ML) brown, moist

SILT (ML) gray and brown, wet, spongy

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

Field Description

NMC

CL-ML

USCS

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

SILT (ML) brown, dry

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

SILT (ML) brown, wet, spongy

SILT (ML) gray, wet, spongy

SILT (ML) gray, wet, few fine sand

Field Description

NMC

615-18-23B Northing: 1661002.138 Easting: 2138245.847

Elevation: 156.100

615-17-23B Northing: 1660985.514 Easting: 2137846.251

Elevation: 155.400

615-20-23B Northing: 1660508.531 Easting: 2137859.405

Elevation: 155.800

615-21-23B Northing: 1660586.410 Easting: 2138221.855

Elevation: 156.800

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E2

6R A0

N O

R G

, M S

R G

T O

R O

U N

D L

E, IT

-L

E R

O N

R &T

, E

N K

C O

U N

, M

B-101

P R

R O

W B

O R

C .H

C . B

D . W

STATION

75+00 80+00 85+00 90+00 95+00 100+00 105+00 110+00 115+00 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00

STATION

210+00 215+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 230+00 235+00 240+00 245+00 250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00

(6)

(7)

(9)

(8)

(13)

(12)

(17)

(28)

(9)

(4)

(74)

(44)

N-Value

USCS

Qu (psf)

LEAN CLAY (CL) brown, moist, plastic, few silt

SILT (ML) gray with red, wet, spongy, few fine sand SILT (ML) brown with gray, wet, few fine sand

SILT (ML) brown, wet, loose, trace fine sand

SILT (ML) gray, wet, loose

SILTY SAND (SM) gray, wet, loose, little fine sand

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

SILTY SAND (SM) gray, wet, medium dense, little fine sand FAT CLAY (CH) gray, moist, medium dense, lensed, some silt SILT (ML) gray, wet, medium dense

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

SILT (ML) gray, wet, loose, lensed, few fine sand

FAT CLAY (CH) gray, moist, loose

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

POORLY GRADED SAND (SP) gray, wet, dense

Description

NMC

(24)

(25)

(18)

N-Value

CL-ML

USCS

Qu (psf)

LEAN CLAY (CL) brown, moist, firm, few silt

LEAN CLAY (CL) brown with gray, moist, plastic, few silt FAT CLAY (CH) gray, moist, plastic

SILT (ML) gray, wet, spongy

FAT CLAY (CH) gray, moist, plastic, stratified

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

SILT (ML) gray, wet

FAT CLAY (CH) gray, moist, plastic

SILT (ML) gray, wet, spongy, stratified

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

SILT (ML) gray, wet

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

Description

0.2308

D10

NMC

(1)

(10)

(14)

(5)

N-Value

CL-ML

USCS

Qu (psf)

LEAN CLAY (CL) brown, moist, very loose, trace siltLEAN CLAY (CL-ML) brown with gray, moist, plastic, little silt

LEAN CLAY (CL) gray with orange, moist, plastic, trace silt

SILT (ML) gray to blue, moist, plastic

FAT CLAY (CH) gray to blue, moist, plastic, homogeneous SILT (ML) gray to blue, moist, plastic, trace clay

SILT (ML) gray, wet, plastic

LEAN CLAY (CL-ML) gray, wet, very loose, laminated

SILT (ML) gray, wet, loose

Description

NMC

(8)

(5)

(22)

(2)

(18)

(4)

(20)

(18)

(22)

(28)

(30)

(35)

N-Value

USCS

FAT CLAY (CH) brown, moist, plastic, few fine sand

SILT (ML) brown, wet, spongy

POORLY GRADED SAND (SP) brown with red, wet, loose

SILTY SAND (SM) gray to brown, wet, medium dense, lensed SILT (ML) gray, wet, very loose, lensed

POORLY GRADED SAND (SP) gray, wet, medium dense FAT CLAY (CH) gray, moist, loose

FAT CLAY (CH) gray to blue, moist, plastic, lensed

POORLY GRADED SAND (SP) gray, moist, medium dense, few silt SILTY SAND (SM) gray, moist, medium dense, stratified, trace clay SILT (ML) gray, wet, medium dense

SILTY SAND (SM) gray, wet, medium dense

WELL GRADED SAND (SW) gray, wet, medium dense, stratified SILTY SAND (SM) gray, wet, medium dense, lensed, little silt

WELL GRADED SAND (SW) gray, wet, dense

Description

0.1047

D10

NMC

614-1-22U Northing: 1655900.746 Easting: 2136373.233

Elevation: 149.600

614-2-22U Northing: 1653748.262 Easting: 2136285.161

Elevation: 148.330

615-4-22U Northing: 1659970.777 Easting: 2135705.654

Elevation: 155.630

615-3-22U Northing: 1661692.469 Easting: 2134750.411

Elevation: 154.800

(9)

(13)

(22)

(21)

(28)

(23)

(32)

(30)

(24)

(41)

N-Value

CL-ML

USCS

Qu (psf)

FAT CLAY (CH) brown, moist, firm

LEAN CLAY (CL-ML) tan, moist, spongy, lensed, silt SILTY SAND (SM) orange, wet, loose

WELL GRADED SAND (SW) orange, wet, medium dense

POORLY GRADED SAND (SP) orange, wet, medium dense

POORLY GRADED SAND (SP) tan, wet, medium dense

Description

0.2506

0.1818

D10

NMC

(8)

(9)

(13)

(15)

(13)

(5)

(18)

(12)

(16)

(27)

(22)

(34)

(42)

N-Value

USCS

FAT CLAY (CH) brown, moist, plastic, laminated, fine sandSILT (SM) brown, moist, spongy

POORLY GRADED SAND (SP) tan, dry, loose

SILT (ML) tan, moist, loose

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

SILT (ML) brown, wet, loose

SILTY SAND (SM) tan, wet, medium dense

POORLY GRADED SAND (SP) tan, wet, medium dense

SILTY SAND (SM) gray, wet, medium dense

POORLY GRADED SAND (SP) tan, wet, medium dense SILTY SAND (SM) gray, wet, medium dense

POORLY GRADED SAND (SP) tan, wet, dense

Description

0.2353

D10

NMC

(14)

(11)

(9)

(15)

(19)

(22)

(39)

(21)

(5)

(24)

(39)

(33)

(34)

(31)

N-Value

USCS

FAT CLAY (CH) brown, moist, firm

POORLY GRADED SAND (SP) brown to tan, moist, spongy POORLY GRADED SAND (SP) tan, wet, medium dense

WELL GRADED SAND (SW) brown and tan, wet, medium dense

WELL GRADED SAND (SW) tan, wet, dense

POORLY GRADED SAND (SP) tan, wet, medium dense FAT CLAY (CH) gray, wet, loose

SILTY SAND (SM) gray, wet, spongy, stratified, little silt SILT (ML) gray, wet, medium dense, stratified, some medium sand WELL GRADED SAND (SW) gray, wet, dense

WELL GRADED SAND (SW) tan, wet, dense

WELL GRADED SAND (SW) gray, dense

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

Description

0.2033

0.2058

0.2378

D10

NMC

(6)

(10)

(7)

(11)

(21)

(6)

(26)

(11)

(27)

(8)

(21)

(24)

(27)

(22)

(25)

N-Value

USCS

FAT CLAY (CH) brown, moist, firm, trace silt

SILT (ML) brown, moist, few clay

SILTY SAND (SM) brown, wet, loose

POORLY GRADED SAND (SP) brown, wet, loose, trace silt SILTY SAND (SM) brown, wet, loose

POORLY GRADED SAND (SP) brown with red, wet, medium dense, lensed, trace silt SILTY SAND (SM) gray, wet, loose, lensed, few clay WELL GRADED SAND (SW) brown, wet, medium dense

WELL GRADED SAND (SW) gray to brown, wet, medium dense, trace fine to medium gravel SILTY SAND (SM) gray, wet, loose, lensed, little clay POORLY GRADED SAND (SP) gray, wet, medium dense WELL GRADED SAND (SW) gray, wet, medium dense

SILTY SAND (SM) gray, wet, medium dense

Description

0.1718

D10

NMC

(1)

(24)

(20)

N-Value

CL-ML

USCS

Qu (psf)

FAT CLAY (CH) brown, moist, firm

LEAN CLAY (CL) brown to gray, moist, plastic

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

FAT CLAY (CH) gray to blue, moist, firm

FAT CLAY (CH) gray to blue, moist, firm, slickensided SILT (ML) gray, wet, spongy, few clay

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

FAT CLAY (CH) gray to blue, moist, firm, slickensided, few silt

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

SILT (ML) gray, wet, spongy

SILT (ML) gray, wet, medium dense

Description

NMC

616-1-22U Northing: 1673466.883 Easting: 2131645.301

Elevation: 158.080

616-2-22U Northing: 1672811.507 Easting: 2133283.023

Elevation: 158.660

616-3-22U Northing: 1670913.774 Easting: 2134090.183

Elevation: 155.600

615-2-22U Northing: 1664822.464 Easting: 2135680.522

Elevation: 158.600

615-1-22U Northing: 1666693.021 Easting: 2135643.821

Elevation: 162.150

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E2

6R A0

N O

R G

, M S

R G

T O

R O

U N

D L

E, IT

-L

E R

O N

R &T

, E

N K

C O

U N

, M

B-102

P R

N D

N P

R O

C .H

C . B

D . W

STATION

-45

-40

-30

-20

-10

-45

-40

-35

-30

-25

-20

-15

-10

-5

40+00 50+00 60+00 70+00 80+00 90+00 100+00 110+00 120+00 130+00 140+00 150+00 160+00 170+00 180+00 190+00 200+00 210+00 200+00 210+00 220+00 230+00 240+00 250+00 260+00 270+00 280+00 290+00

(3)

(18)

(19)

(21)

(18)

(20)

(13)

(11)

(17)

(12)

(3)

(1)

(38)

(28)

(24)

(27)

(22)

(25)

(28)

(49)

(42)

(20)

(91)

(62)

(3)

(94)

(92)

(64)

N-Value

CL-ML

USCS

Qu (psf)

LEAN CLAY (CL) brown gray, moist, firm, few fine sand SILT (ML) brown and gray, wet, soft, few clay

FAT CLAY (CH) gray and red, moist, plastic, trace silt

LEAN CLAY (CL-ML) gray with orange, wet, plastic

FAT CLAY (CH) gray with orange, moist, firm

LEAN CLAY (CL-ML) gray gray, moist, plastic

SANDY SILT (ML) gray, wet, very loose, little fine sand

SILT (ML) gray, wet, soft, lensed, trace fine sand

SILTY SAND (SM) gray, wet, medium dense

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

SANDY SILT (ML) gray, wet, medium dense, stratified, some fine sand SILTY SAND (SM) gray gray, wet, medium dense

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

FAT CLAY (CH) gray, wet, soft, laminated, few silt

SILT (ML) gray, moist, firm

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

SILTY SAND (SM) gray, wet, medium dense

SILT (ML) gray, moist, medium dense, trace fine sand

POORLY GRADED SAND (SP) gray, moist, dense, few silt

WELL GRADED SAND (SW) gray, wet, dense

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

SILTY SAND (SM) gray to blue, wet, very dense, lensed, little silt

SILT (ML) gray to blue, moist, very dense, lensed, little clay

Description

0.2950

D10

NMC

(15)

(16)

(18)

(24)

(17)

(23)

(29)

(28)

(35)

(29)

(31)

(42)

(33)

(68)

(58)

(64)

(4)

(12)

(86)

(22)

(21)

(20)

(63)

(28)

(41)

N-Value

CL-ML

USCS

Qu (psf)

FAT CLAY (CH) brown, moist, firm SILT (ML) brown, moist, spongy, few clay

LEAN CLAY (CL-ML) gray with brown, moist, plastic, little silt LEAN CLAY (CL) gray to blue, moist, plastic, slickensided

FAT CLAY (CH) gray to blue, moist, firm, slickensided

FAT CLAY (CH) gray to blue, moist, plastic

LEAN CLAY (CL-ML) gray to blue, moist, plastic

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

SILT (ML) gray, wet, medium dense

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

WELL GRADED SAND (SW) gray, wet, medium dense, trace silt

WELL GRADED SAND (SW) gray, wet, dense

POORLY GRADED SAND (SP) gray, wet, dense

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

FAT CLAY (CH) gray to blue, moist, soft, homogeneous

FAT CLAY (CH) gray, moist, medium dense, lensed, few silt

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

POORLY GRADED SAND (SP) gray to brown, wet, very dense

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

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

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

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

LEAN CLAY (CL-ML) brown with gray, dry, medium dense

FAT CLAY (CH) gray to green, dry, very hard

Description

0.1707

0.1556

0.4543

0.2421

D10

NMC

Gr Gr

ST,SIS Gr

VST,CC Gr

H,TERTIARY Gr

Description

0.1200

0.1800

5.0000

D10

NMC

(2)

(4)

(10)

(20)

(2)

(6)

(11)

(4)

(25)

(32)

(21)

(28)

(19)

(18)

(41)

(30)

(37)

(76)

(49)

(42)

(56)

(63)

(44)

(55)

(22)

(15)

(114)

(42)

N-Value

SP-SM

USCS

SILT (ML) brown to tan, moist, few fine sand POORLY GRADED SAND (SP) brown, wet, soft, trace silt

SANDY SILT (ML) brown, wet, loose, few fine sand

POORLY GRADED SAND (SP) brown, wet, stratified, few silt POORLY GRADED SAND (SP) brown, wet, medium dense SILTY SAND (SM) brown to gray, wet, medium dense, little silt SILT (ML) gray, wet, very loose, lensed, some clay

SILTY SAND (SM) gray, wet, loose

FAT CLAY (CH) gray, moist, medium dense, stratified

SILT (ML) gray, wet, medium dense

FAT CLAY (CH) gray, loose

SILT (ML) gray, wet

WELL GRADED SAND WITH SILT (SP-SM) gray, wet, medium dense, stratified WELL GRADED SAND WITH GRAVEL (SW) gray, wet, dense, few fine gravel WELL GRADED SAND (SW) gray, wet, medium dense, trace fine gravel

WELL GRADED SAND (SW) gray, wet, dense

POORLY GRADED SAND (SP) gray, wet, dense

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

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

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

WELL GRADED SAND (SW) gray, wet, dense

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

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

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

FAT CLAY (CH) gray to green, dry, dense

Description

0.2504

0.1653

0.1331

0.2170

D10

NMC

614-1-22T Northing: 1658200.018 Easting: 2136155.525

Elevation: 152.350

616-1-22T Northing: 1674939.377 Easting: 2130477.042

Elevation: 155.550

FRA-1-11T

Northing: 1668626.114 Easting: 2135562.761

Elevation: 163.630

615-1-22T Northing: 1663638.655 Easting: 2134357.832

Elevation: 159.760

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E2

6R A0

N O

R G

, M S

R G

T O

R O

U N

D L

E, IT

-L

E R

O N

R &T

, E

N K

C O

U N

, M

B-103

P R

C .H

C . B

D . W

R/W

R/WR/W

R/W

R/W R/W

R/W

R/W R/W

R/W

STA.60+00

STA.65+00

STA.70+00

STA.75+00

STA.80+00

STA.85+00

STA.90+00

STA.95+00

STA.100+00STA.105+00

STA.110+00

PI: 7

0+17.29

: 7

: 1

EXISTING BASELINE

615- BERM 1

UPPER LIMIT ITEM 615-L STA. 68+00

LANDSIDE

WATERSIDE

MISSISSIPPI RIVER OXBOW

615- BERM 2

RIVER MILE 616

MILEMKR

DITCH 1

616-1-22T

616-1-22U

616-2-22U

PI-1-A

STA. 70+17.40

PI-2-A

STA. 100+58.3

PI-2-B

STA. 103+22.04

616-1.14C

616-2.14C

616-3.14C

616-10.14C

616-19.14C

616-20.14C

616-28.22C

616-29.22C

616-30.22C 616-31.22C

616-32.22C

616-33.22C

616-34.22C

616-35.22C

616-36.22C

616-37.22C

616-38.22C

616-39.22C

616-40.22C

616-41.22C

616-42.22C

616-43.22C

616-44.22C

616-45.22C

616-46.22C

616-47.22C

616-48.22C

616-49.22C

616-50.22C

PI-3

STA. 105+44.70

616-11.14C

PI-2

STA. 75+14.68

L4 L5

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E2

6R A0

N O

R G

, M S

R G

T O

R O

U N

D L

E, IT

-L

E R

O N

R &T

, E

N K

C O

U N

, M

C-101

C . H

C . B

D . W

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 68+00 TO 109+00

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

FLOW

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

STA.110+00STA.115+00STA.120+00STA.125+00

STA.130+00

STA.135+00

STA.140+00

STA.145+00STA.150+00

STA.155+00

LANDSIDE

WATERSIDE

MISSISSIPPI RIVER OXBOW

615- BERM 2615- BERM 3

615- BERM 4

RIVER MILE 616

MILEMKRMILEMKR

WELL-1

WELL-2

WELL-5 WELL-6

WELL-7

PIEZOMETER

CATG-2

616-3-22U

FRA-4.11C

FRA-1.11C

FRA-2.11C

FRA-5.11C

FRA-6.11C

FRA-7.11C

FRA-8.11C

FRA-9.11C

FRA-1-11T

616-1.14C

616-2.14C 616-3.14C616-4.14C

616-5.14C

616-6.14C 616-7.14C

616-8.14C616-9.14C

616-12.14C616-13.14C616-14.14C616-15.14C616-16.14C616-17.14C616-18.14C

616-20.14C

616-21.14C 616-22.14C616-23.14C616-24.14C616-25.14C616-26.14C616-27.14C

616-11.14C

C H

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E2

6R A0

N O

R G

, M S

R G

T O

R O

U N

D L

E, IT

-L

E R

O N

R &T

, E

N K

C O

U N

, M

C-102

C . H

C . B

D . W

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 109+00 TO 152+00

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

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

STA.150+00

STA.155+00

STA.160+00STA.165+00

STA.170+00

STA.175+00

STA.180+00

STA.185+00

STA.190+00

STA.195+00

STA.200+00

: 1

EXISTING BASELINE

615 BERM 5

615 BERM 6

615 BERM 7

DITCH 2

LANDSIDE

WATERSIDE

MISSISSIPPI RIVER OXBOW

BERM RAMP 1

SEE SHEET C-501

DETAIL A1

RIVER MILE 615

MILEMKR

FNC-1

CULV-1UTL-1

WELL-1

WELL-2

WELL-3

CATG-3

DITCH 3

615-8.22C

615-1-22U 615-2-22U

PI-4

STA. 160+00.59

PI-4-A

STA. 185+71.30

PI-4-B

STA. 187+64.51

615-1.22C

615-2.22C

615-3.22C

615-4.22C 615-5.22C

615-6.22C

615-7.22C

615-9.22C

615-10.22C

615-21.22C 615-22.23C

615-23.23C

615-24.23C

615-25.23C

615-26.23C

615-27.23C

615-29.23C

615-41.23C

615-42.23C

615-43.23C

615-44.23C

615-45.23C

615-46.23C615-47.23C

615-48.23C

FRA-4.11C

FRA-1.11C

FRA-2.11C

FRA-3-11C

FRA-5.11C

FRA-6.11C

FRA-8.11C

FRA-9.11C

FRA-1-11T

615-28.23C

PI-5

STA. 190+65.50

CULV-1 18" REPLACEMENT

CONNECTING DITCH SEE SHEET

C-302 DETAIL D7

E 2,136,552 N 1665007

C H

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E2

6R A0

N O

R G

, M S

R G

T O

R O

U N

D L

E, IT

-L

E R

O N

R &T

, E

N K

C O

U N

, M

C-103

C . H

C . B

D . W

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 152+00 TO 195+00

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

R/W

STA.190+00

STA.195+00

STA.200+00

STA.205+00

STA.210+00

STA.215+00

STA.a195+00

STA.a200+00

STA.a205+00

STA.a210+00

STA.a215+00

STA.a220+00

: 1

PI: 2

+2 1.3

: 1

EXISTING BASELINE

615 BERM 7

PROPOSED STORAGE AREA (SUBJECT TO CHANGE)

LANDSIDE

WATERSIDE

RIVER MILE 615

BMMILEMKR

UTL-1

DITCH 3

615-8.22C

615-1-22T

615-2-22U

615-3-22U

PI-4-B

STA. 187+64.51

PI-5-A

STA. 213+21.11

615-6.22C

615-7.22C

615-9.22C

615-10.22C

615-11.22C

615-12.22C

615-13.22C

615-14.22C

615-15.22C

615-16.22C

615-17.22C

615-18.22C

615-27.23C

615-29.23C

615-30.23C

615-31.23C

615-32.23C

615-33.23C

615-34.23C

615-35.23C

615-36.23C

615-37.23C

615-38.23C

615-47.23C

615-48.23C

615-50.23C

615-51.23C

615-52.23C 615-54.23C

615-53.23C

615-55.23C

615-56.23C

615-57.23C

615-58.23C

615-59.23C

615-49.23C

615-28.23C

PI-5

STA. 190+65.50

L10

L11

L12

C H

ATCH LINE STA. 215+00

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E2

6R A0

N O

R G

, M S

R G

T O

R O

U N

D L

E, IT

-L

E R

O N

R &T

, E

N K

C O

U N

, M

C-104

C . H

C . B

D . W

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 195+00 TO 215+00

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

A1 C-108

R/W R/W

R/WR/W

R/W

R/W R/W

R /W

D1 C-109

WCS-1

0+ 001+

002+ 003+

004+ 005+

006+ 007+

008+ 009+

R /W

R/W

R /W

R/W

R /W

R/W

STA.a210+00

STA.a215+00

STA.a220+00

STA.a225+00

STA.a230+00 STA.a235+00

STA.a240+00

STA.a245+00

STA.a250+00

STA.a255+00

: 2

EXISTING BASELINE

BORROW AREA

ACCESS ROUTE

PROPOSED STORAGE AREA (SUBJECT TO CHANGE)

LANDSIDE

WATERSIDE

RIVER MILE 614

EXISITNG DITCH TO BE FILLED FROM EDGE OF ROAD

TO EXISTING GROUND ELEVATION

20FT IN WIDTH STARTING FROM BORROW GRADING

WILDCAT SLOUGH

EXISITNG DITCH TO BE FILLED AND SLOPED TO DRAIN

INTO WILDCAT SLOUGH

PWR P-1

PWR P-2

FNC-2

UTL-2

CATG-1

615-17-23B

615-18-23B

615-20-23B

615-21-23B

615-23-23B

615-24-23B

615-25-23B

615-27-23B

615-28-23B

615-29-23B

615-30-23B

614-1-22T

615-4-22U

PI-7

STA. 232+98.69

PI-8

STA. 259+48.83

614-1.22C 614-2.22C

614-3.22C

614-4.22C

614-5.22C

614-6.22C

614-15.22C

614-16.22C

614-17.22C

614-18.22C

614-19.22C

614-29.22C

614-30.22C

614-31.22C

614-32.22C

614-33.22C

615-17.22C

615-18.22C

615-19.22C

615-20.22C

615-36.23C

615-37.23C

615-38.23C

615-39.23C

615-40.23C

615-57.23C

615-58.23C

615-59.23C

615-60.23C

L12

L13

C H

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E2

6R A0

N O

R G

, M S

R G

T O

R O

U N

D L

E, IT

-L

E R

O N

R &T

, E

N K

C O

U N

, M

C-105

C . H

C . B

D . W

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 215+00 TO 248+00

GUYW-3

R/W

R/W R/W

R/W

R/WR/WR/WR/WR/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

R/W R/W

STA.a245+00

STA.a250+00

STA.a255+00

STA.a260+00 STA.a265+00

STA.a270+00STA.a275+00STA.a280+00STA.a285+00 STA.a290+00

: 2

DITCH 5

615 BERM 8

LANDSIDE

WATERSIDE

MILEMKRMILEMKRMILEMKR

PWR P-1

PWR P-2

FNC-3

FNC-2

FNC-4

UTL-2

CATG-1

FNC-5

DITCH 4

614-1-22T

614-1-22U 614-2-22U

PI-8

STA. 259+48.83

614-3.22C

614-4.22C

614-5.22C

614-6.22C 614-7.22C

614-8.22C 614-9.22C614-10.22C

614-11.22C614-12.22C

614-17.22C

614-18.22C614-19.22C

614-20.22C

614-21.22C614-22.22C614-23.22C614-24.22C614-25.22C614-26.22C

614-31.22C

614-32.22C

614-33.22C

614-34.22C614-35.22C614-36.22C614-37.22C614-38.22C614-39.22C614-40.22C

L13

C H

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E2

6R A0

N O

R G

, M S

R G

T O

R O

U N

D L

E, IT

-L

E R

O N

R &T

, E

N K

C O

U N

, M

C-106

C . H

C . B

D . W

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 248+00 TO 282+00

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

STA.a275+00STA.a280+00STA.a285+00 STA.a290+00

STA.a295+00 STA.a300+00

STA.a305+00STA.a310+00STA.a315+00STA.a320+00

EXISTING BASELINE

615 BERM 9

DITCH 6

LOWER LIMIT ITEM 615-L STA. 300+00

LANDSIDE

WATERSIDE

RIVER MILE 613

MILEMKR

FNC-3

FNC-4

FNC-5

FNC-6

614-2-22U 614-9.22C614-10.22C614-11.22C614-12.22C614-13.22C614-14.22C

614-23.22C614-24.22C614-25.22C614-26.22C614-27.22C614-28.22C

614-37.22C614-38.22C614-39.22C614-40.22C614-41.22C614-42.22C

L14

C H

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E2

6R A0

N O

R G

, M S

R G

T O

R O

U N

D L

E, IT

-L

E R

O N

R &T

, E

N K

C O

U N

, M

C-107

C . H

C . B

D . W

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 282+00 TO 300+00

R/W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

D1 C-109

WCS-1

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

11+60.22 R/W

R/W

R/WR/W

R /W

R/WR/WR/WR/WR/W

R/W

STA.a210+00

STA.a215+00

STA.a220+00

STA.a225+00

STA.a230+00

EXISTING BASELINE

BORROW AREA

ACCESS ROUTE

PROPOSED STORAGE AREA (SUBJECT TO CHANGE)

WILDCAT SLOUGH

615-17-23B 615-18-23B

615-20-23B

615-21-23B

615-23-23B 615-24-23B 615-25-23B

615-27-23B 615-28-23B

615-29-23B 615-30-23B

615-4-22U

615-17.22C

615-18.22C

615-19.22C

615-20.22C

615-36.23C

615-37.23C

615-38.23C

615-39.23C

615-40.23C

615-56.23C

615-57.23C

615-58.23C

615-59.23C

615-60.23C

L12

ELEVATION 149.0

1V:4H

1V :4

EXISTING GROUND

RIGHT OF WAY

20 FT 30 FT

CENTERLINE OF FARM ROAD

20 FT CROWN AND 1V:3.5H SIDE SLOPES

10'

MATERIAL AVAILABLE FOR BORROW

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E2

6R A0

N O

R G

, M S

R G

T O

R O

U N

D L

E, IT

-L

E R

O N

R &T

, E

N K

C O

U N

, M

A N

D S

O N

R O

W A

. H

C . H

C . B

D . W

C E

D1 BORROW AREA PLAN

SCALE: 1"=200'

A1 BORROW AREA CROSS SECTION

SCALE: 1"= 50'

400'0 200'

50' 100'0

ELEVATION 149.0

1V:4H

1V :4

EXISTING GROUND

RIGHT OF WAY

FILL IN EXISTING DITCH AND SLOPE TO DRAIN

INTO BORROW PIT AT A 1V:25H SLOPE THROUGH

THE LENGTH OF THE BORROW

10 FT

MATERIAL AVAILABLE FOR BORROW

1V:25H

25'

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E2

6R A0

N O

R G

, M S

R G

T O

R O

U N

D L

E, IT

-L

E R

O N

R &T

, E

N K

C O

U N

, M

C-109

R O

W A

C R

C .H

C . B

D . W

C E

E1 BORROW AREA CROSS

SCALE: 1"=50' 50' 100'0

70+00

75+00

RIGHT OF ENTRY LIMITS

R/W

R/WR/WR/W

/W R

R/W

: 0

+0 0.

: 0

+3 5.

Mid:

.26

PT: 0+56.56

PC: 0+84.68

Mid: 1+00.87

PT: 1+17.05

PC: 1+68.17

Mid: 2+03.97

PT: 2+39.76

PC: 3+78.46

Mid:

.66

: 4

+3 8.

: 1

PI: 70+17.29

PI: 75+14.70

DITCH 1

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00

17+80.23

L2 L3

ELEVATIO

STATIONING ALONG NEW DITCH CENTERLINE

-2+00 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00

-0.15%

I S

. 0

+0 0.

. 1

I S

. 1

ALIGNMENT: DITCH 2

NUMBER

LENGTH

35.95'

20.62'

28.12'

32.37'

51.12'

71.59'

138.69'

60.40'

1341.37'

RADIUS

17.00'

100.00'

139.00'

75.00'

LINE/CHORD DIRECTION

S81° 04' 43.64"E

S46° 19' 59.66"E

S11° 35' 15.68"E

S02° 18' 52.38"E

S06° 57' 30.93"W

S07° 47' 46.72"E

S22° 33' 04.38"E

S45° 37' 21.71"E

S68° 41' 39.05"E

START NORTHING

1674741.7351

1674736.1607

1674722.7811

1674695.2365

1674663.0345

1674612.2899

1674542.1420

1674414.0551

1674372.9442

START EASTING

2130984.9751

2131020.4865

2131034.5037

2131040.1517

2131041.4532

2131035.2598

2131044.8643

2131098.0538

2131140.0681

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E2

6R A0

N O

R G

, M S

R G

T O

R O

U N

D L

E, IT

-L

E R

O N

R &T

, E

N K

C O

U N

, M

C-110

C H

N D

P R

C .H

C . B

D . W

C E

D1 DITCH 1 PLAN

SCALE: 1"=100'

A1 DITCH 1 PROFILE

VERTICAL SCALE: 1"=3' HORIZONTAL SCALE: 1"=60' 0 3' 6' 60' 120'0

DITCH 2

R/ W

R/W

RIGHT OF WAY LIMITS

0+00

1+00

C5 C6

BP: 0+00.00

: 2

+4 3.

PC: 0+02.63

: 0

+5 8.

PC: 1+66.85

: 0

+4 0.

PT: 0+97.09

: 2

+1 8.

ELEVATIO

STATIONING ALONG NEW DITCH CENTERLINE

-2+00 0+00 2+00 4+00 6+00

-0.38%

I S

. 0

+0 0.

. 1

I S

. 2

+4 3.

. 1

ALIGNMENT: DITCH 2

NUMBER

LENGTH

2.63'

38.05'

17.57'

38.84'

69.76'

51.51'

25.60'

RADIUS

26.00'

29.00'

39.00'

LINE/CHORD DIRECTION

S14° 30' 46.08"E

S56° 26' 06.85"E

N81° 38' 32.38"E

S59° 59' 10.75"E

S21° 36' 53.88"E

S59° 27' 09.55"E

N82° 42' 34.77"E

START NORTHING

1668203.9473

1668201.4037

1668182.1953

1668184.7494

1668166.7401

1668101.8848

1668077.5664

START EASTING

2135844.4295

2135845.0879

2135874.0375

2135891.4228

2135922.5988

2135948.2964

2135989.5029

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E2

6R A0

N O

R G

, M S

R G

T O

R O

U N

D L

E, IT

-L

E R

O N

R &T

, E

N K

C O

U N

, M

C-111

C H

N D

P R

C .H

C . B

D . W

C E

D1 DITCH 2 PLAN

SCALE: 1"=30'

A1 DITCH 2 PROFILE

VERTICAL SCALE: 1"=3' HORIZONTAL SCALE: 1"=60' 0 3' 6' 60' 120'0

190+00

195+00

200+00

NEW BERM TO BE

CONSTRUCTED

R/W

R/ W

R /W

/WR

R/W

PI: 185+71.46

PI: 187+64.76

PI: 190+65.88

DITCH 3

L10

L14

C11

BP: 0+00.00

PC: 0+22.63

Mid: 0+28.62

PT: 0+34.61

PC: 1+42.06Mid: 1+62.32PT: 1+82.58

PC: 4+34.88

Mid: 4+38.84

PT: 4+42.79

PC: 6+01.36Mid: 6+20.98

PT: 6+40.60

EP: 6+70.54

0+00

1+00

2+00

3+00

4+00

5+00

6+00

ELEVATIO

STATIONING ALONG NEW DITCH CENTERLINE

-2+00 0+00 2+00 4+00 6+00 8+00 10+00

-0.73%

I S

. 0

+0 0.

. 1

I S

. 6

+7 0.

. 1

ALIGNMENT: DITCH 2

NUMBER

L10

L11

L12

C10

L13

C11

L14

LENGTH

22.63'

11.98'

107.46'

40.51'

252.31'

7.91'

158.57'

39.25'

29.94'

RADIUS

36.65'

200.00'

64.72'

LINE/CHORD DIRECTION

S07° 10' 05.72"E

S02° 11' 48.14"W

S11° 33' 42.00"W

S17° 21' 53.40"W

S23° 10' 04.79"W

S22° 02' 07.11"W

S20° 54' 09.43"W

S38° 16' 29.79"W

S55° 38' 50.15"W

START NORTHING

1665007.3572

1664984.9056

1664972.9878

1664867.7127

1664829.1115

1664597.1530

1664589.8235

1664441.6919

1664411.3517

START EASTING

2136551.9449

2136554.7686

2136554.3114

2136532.7749

2136520.7041

2136421.4399

2136418.4733

2136361.8996

2136337.9599

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E2

6R A0

N O

R G

, M S

R G

T O

R O

U N

D L

E, IT

-L

E R

O N

R &T

, E

N K

C O

U N

, M

C-112

C H

N D

P R

C .H

C . B

D . W

C E

D1 DITCH 3 PLAN

SCALE: 1"=100'

A1 DITCH 3 PROFILE

VERTICAL SCALE: 1"=3' HORIZONTAL SCALE: 1"=60' 60' 120'00 3' 6'

265+00

R /W

R/W

R /W

RIGHT OF WAY LIMITS

1+00

2+00

2+90.07

: 0

+0 0.

: 0

+4 8.

PT: 1+00.40

EP: 2+90.07

L15

C12

ELEVATIO

STATIONING ALONG NEW DITCH CENTERLINE

-2+00 0+00 2+00 4+00 6+00

-0.49%

I S

. 0

+0 0.

. 1

I S

. 2

+9 4.

. 1

ALIGNMENT: DITCH 2

NUMBER

L15

C12

L16

LENGTH

48.00'

52.39'

189.67'

RADIUS

36.16'

LINE/CHORD DIRECTION

S84° 02' 33.06"E

S42° 31' 47.00"E

S01° 01' 00.94"E

START NORTHING

1656449.9295

1656444.9471

1656409.6278

START EASTING

2136861.4414

2136909.1864

2136941.5843

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E2

6R A0

N O

R G

, M S

R G

T O

R O

U N

D L

E, IT

-L

E R

O N

R &T

, E

N K

C O

U N

, M

C-113

C H

N D

P R

C .H

C . B

D . W

C E

D1 DITCH 4 PLAN

SCALE: 1"=50'

A1 DITCH 4 PROFILE

VERTICAL SCALE: 1"=3' HORIZONTAL SCALE: 1"=60' 60' 120'00 3' 6'

270+00

DITCH 5

R /W

R/W

R /W

RIGHT OF WAY LIMITS

0+00

1+00

2+00

3+00

4+00

5+00

6+00

6+46.56

BP: 0+00.00

EP: 6+46.56

PC: 0+22.90

PC: 4+52.14

: 5

+3 6.

PT: 0+33.23

: 5

+1 2.

PT: 6+17.84

L19

C14

C15

ELEVATIO

STATIONING ALONG NEW DITCH CENTERLINE

-2+00 0+00 2+00 4+00 6+00 8+00 10+00

-0.11%

I S

. 0

+0 0.

. 1

I S

. 6

+4 6.

. 1

ALIGNMENT: DITCH 2

NUMBER

L17

C13

L18

C14

L19

C15

L20

LENGTH

22.90'

10.33'

418.91'

60.00'

23.90'

81.80'

28.72'

RADIUS

57.00'

40.00'

55.00'

LINE/CHORD DIRECTION

S11° 43' 23.81"W

S06° 31' 47.20"W

S01° 20' 10.59"W

S44° 18' 21.15"W

S87° 16' 31.71"W

S44° 40' 03.04"W

S02° 03' 34.36"W

START NORTHING

1655731.5339

1655709.1154

1655698.8631

1655280.0677

1655241.0458

1655239.9097

1655186.9485

START EASTING

2136969.8100

2136965.1579

2136963.9844

2136954.2153

2136916.1276

2136892.2556

2136839.9055

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-X

2E E2

6R A0

N O

R G

, M S

R G

T O

R O

U N

D L

E, IT

-L

E R

O N

R &T

, E

N K

C O

U N

, M

C-114

C H

N D

P R

C .H

C . B

D . W

C E

D1 DITCH 5 PLAN

SCALE: 1"=60'

A1 DITCH 5 PROFILE

VERTICAL SCALE: 1"=3' HORIZONTAL SCALE: 1"=60'

60' 120'0

60' 120'00 3' 6'

285+00

290+00

295+00

300+00

305+00

EXISTING BASELINE

NEW BERM TO BE

CONSTRUCTED

R /W

R/W

R /W

DITCH 6

RIGHT OF WAY LIMITS

BP: 0+00.00

EP: 11+40.02

PC: 1+05.19

PC: 8+50.83

: 1

PT: 1+06.43

: 9

+4 8.

PT: 10+71.80

11+40.02

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+0011+00

L24

C17

C18

ELEVATIO

STATIONING ALONG NEW DITCH CENTERLINE

-2+00 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00

0.03%PV

I S

. 0

+0 0.

. 1

I S

. 1

ELEVATIO

ALIGNMENT: DITCH 2

NUMBER

L21

C16

L22

C17

L24

C18

L23

LENGTH

105.19'

1.24'

744.40'

98.14'

74.22'

48.60'

68.22'

RADIUS

200.00'

74.00'

37.00'

LINE/CHORD DIRECTION

N00° 55' 44.91"E

N00° 45' 07.19"E

N00° 34' 29.46"E

N37° 25' 12.90"W

N75° 24' 55.27"W

N37° 47' 06.23"W

N00° 09' 17.19"W

START…

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File details come from the government source that posted it. Updated Jan 8, 2026.