A02_Drawings_19b0013.pdf

PDF 7 MB Posted Jul 26, 2019

Attached to: RED RIVER BELOW DENISON DAM, MILLER COUNTY, AR RED RIVER RIGHT BANK, MILLER COUNTY NO. 2 SOUTH LEVEE REPAIR, PL 114-254 RIVER MILE 321
Solicitation number: W912EE19B0013
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

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DRAWINGS FOR W912EE19B0013

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GARLAND CITY 0.5 MILES

TEXARKANA 19 MILES

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CYPRESS CITY LAKE

PROJECT LOCATION

MILLER COUNTY, ARKANSAS

HWY 82

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

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RIVER MILE 321

LEVEE REPAIR, PL 114-254

RED RIVER RIGHT BANK, MILLER COUNTY NO.2 SOUTH

RED RIVER BELOW DENISON DAM, MILLER COUNTY, AR

TBD

VICKSBURG DISTRICT

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-B -0

W912EE-19-B-0013

19 MILES

TEXARKANA, TEXAS

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CYPRESS CITY LAKE

PROJECT LOCATION

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GARLAND CITY

HWY 82

SCALE: 1" = 400' 800'0 400'

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PROJECT GENERAL LOCATION MAP

MILLER COUNTY

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NOTES:

Are natural water contents in percent dry weight

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

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

SILTY GRAVEL,gravel-sand-silt mixtures

CLAYEY GRAVEL, gravel-sand-clay mixtures

SAND, Well-Graded, gravely sands

SAND, Poorly-Graded, gravely sands

TYPICAL NAMES

UNIFIED SOIL CLASSIFICATION

SYMBOLS TO LEFT OF BORING

Ground - water surface and date observed

FIGURES TO RIGHT OF BORING

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

Denotes location of consolidation test **

Denotes location of consolidated - drained direct shear test **

Denotes location of consolidated - undrained triaxial compression test **

Denotes location of unconsolidated - undrained triaxial compression test **

Denotes location of vane shear test **

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

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

Denotes free waterFW

Are liquid limits and plastic limits, respectfully per second of undisturbed sample

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

Where underlined with a dashed line denotes laboratory permeability in centimeters

SILTY SAND, sand-silt mixtures

CLAYEY SAND, sand-clay mixtures

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

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

ORGANIC SILTS and organic silty clays of low plasticity

SILT, fine sandy or silty soil with high plasticity

FAT CLAY, Inorganic clay of high plasticity

ORGANIC CLAYS of medium to high plasticity, organic silts

PEAT, and other highly organic soil

WOOD

DESCRIPTIVE SYMBOLS

SYM

BOL

LETTER

SYMBOL

CLEAN

GRAVEL

CLEAN

SAND

SANDS

WITH FINES

SILTS AND

CLAYS

SILTS AND

HIGHLY ORGANIC SOILS

WOOD

NO SAMPLE

E G

R A

E D S

S C

O A

R S

E D S

G R

A V

E L

S S

A N

D S

MAJOR DIVISION TYPE

GRAVEL

WITH FINES

(Appreciable

Amount of

Fines)

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

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

(Liquid Limit < 50)

(Liquid Limit > 50)

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

Amount of Fines)

(Little or No Fines)

CLAYS

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

When underlined denotes D size in mm *

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

N o s ie v e s iz e

N o .2 s ie v e s iz e

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

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

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

CONSISTENCY

FOR COHESIVE SOILS

COLOR MODIFICATIONS MODIFICATIONS

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

10 10 on the drawings.

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

0 20 40 60 80

"U L

N E

CL - ML OL

L. L. - LIQUID LIMIT

PLASTICITY CHART

For classification of fine - grained soils

P I P

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N D

E X

CONSISTENCY

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

SYMBOL

COHESION IN LBS./SQ. FT. FROM

UNCONFINED COMPRESSION TEST

vSo

St vSt

2000 - 4000

1000 - 2000

500 - 1000

250 - 500

< 250

> 4000

SYMBOLCOLOR

lGr dGr

Br lBr dBr br Gr gy Br gn Gr gy Gn

Bl Gn

Wh rd

Mot

SSIS

SISS

D vD

Tr-

C cc rt lg sh sds slf

SIS

Veg

MODIFICATION SYMBOLMODIFICATION

Sandy Silt strata

Silty Sand strata

With

Dense

Very Dense

Traces

Fine

Medium

Coarse

Concretions

Rootlets

Lignite fragments

Shale fragments

Sandstone fragments

Shell fragments

Organic matter

Clay strata or lenses

Silt strata or lenses

Sand strata or lenses

Sandy

Gravely

Boulders

Slickensides

Wood

Oxidized

Crumbly

Loose

Vegetation

REDDISH

MOTTLED

WHITE

BLUE - GREEN

BLUE

GREEN

GRAYISH - GREEN

GREENISH - GRAY

GRAYISH - BROWN

BROWNISH - GRAY

DARK BROWN

LIGHT BROWN

BROWN

DARK GRAY

LIGHT GRAY

GRAY

BLACK

RED

YELLOW

TAN

COLOR

SYMBOL

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

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

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

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

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

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

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

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

ASTM D 2487, (2017) Classification of Soils for Engineering Purposes.

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

GENERAL NOTES

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SP-SM

(10)

(11)

(15)

(9)

(21)

(32)

(22)

(13)

(7)

(24) vSt,CR vSt

-200=10.2% FINER

-200=5.5% FINER

F,-200=4.0% FINER

G,-200=2.9% FINER

01-09-2018

1O D

LONG. 93.72375

LAT. 33.37567

LL W

FIELD BOOK NO. B.B. 8258

MC-1-18U

231.238G.S.E.PL

SP-SM

(7)

(9)

(23)

(20)

(33)

(22)

(25)

(36)

(6)

(32)

SIS,vSt,RT

SIS,H

-200=15.9% FINER,RT

-200=4.4% FINER

-200=7.6% FINER

G,SAMPLE STOLEN

01-10-2018

1O D

LONG. 93.72257

LAT. 33.37594

LL W

FIELD BOOK NO. B.B. 8258

MC-2-18U

232.679G.S.E.PL

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SURVEY BASELINE

CYPRESS CITY LAKE

IR 1011

AREA TO RECEIVE FILL

IR 1007 (2018)

PI NO. 75

STA.

C-301

BL 1

BL 9

BL 8

BL 1

BL 3

BL 2

BL 1

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BL 7

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MC-1-18U

EL. 231.2 FT

MC-2-18U

EL. 232.7 FT

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IRON RODS

FILL

BORING

LEGEND

SITE PLAN

SCALE: 1" = 100' 100' 200'0

BERM TIE INS AT STATIONs 5+50 AND 11+60 HAVE A SLOPE OF 1V:4H.8.

CROSS SECTIONS WERE CUT DOWNSTREAM TO UPSTREAM.7.

11 00.00 09.

AREA TO BE FILLED WILL BE CLEARED BASED ON SPECIFICATION SECTION 31 6.

ALL UNITS ARE U.S. SURVEY FOOT.5.

PLANE COORDINATE SYSTEM

HORIZONTAL DATUM IS NAD83 HARN (2011 EPOCH), ARKANSAS SOUTH STATE 4.

AERIAL PHOTOGRAPH TAKEN ON DECEMBER 11, 2017.3.

VERTICAL DATUM IS N.A.V.D.88.2.

SURVEY STATIONS WERE MADE LOOKING UPSTREAM.1.

GENERAL SHEET NOTES

W E

E -1

-B -0

BASELINE

SAND FILL

EXISTING LEVEE

FILL TO EL. 230.8

FILL TO EL. 225

SEMICOMPACTED CLAY FILL

BERM CROWN EL. 235.0

125'

UNCOMPACTED BERM EMBANKMENT

500' 60'

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1V:75H

1V:

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TYPICAL CROSS SECTION

SCALE: NTSC-101

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0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420-430-440-450

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STA. 5+00

STA. 5+50

STA. 6+00

NO WORK

LEGEND

4. TYPICAL CROSS SECTION ON PAGE C-301.

3. ALL UNITS IN U.S. SURVEY FOOT.

2. CROSS SECTIONS CUT ALONG SURVEY BASELINE

1. CROSS SECTIONS CUT LOOKING UPSTREAM.

NOTES

UNCOMPACTED BERM EMBANKMENT

SAND FILL

EXISTING GROUND

SEMICOMPACTED CLAY BACKFILL

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STA. 6+50

STA. 7+00

STA. 7+50

LEGEND

4. TYPICAL CROSS SECTION ON PAGE C-301.

3. ALL UNITS IN U.S. SURVEY FOOT.

2. CROSS SECTIONS CUT ALONG SURVEY BASELINE

1. CROSS SECTIONS CUT LOOKING UPSTREAM.

NOTES

UNCOMPACTED BERM EMBANKMENT

SAND FILL

EXISTING GROUND

SEMICOMPACTED CLAY BACKFILL

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H T B

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O .2 S

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D R

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E L

O W D

E N

O N D

A M

L E

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A R

T B

K S

B U

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P I

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B U

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C R

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C-303

V A

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L L E

L E

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N D D

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A G

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E C

S T

W A

L L

A C

E P .E

B A

N K

S T

O N P .E

T B

W E

E -1

-B -0

BASELINE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

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D A

T E

C O

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R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E L E

V A

N N

A V

E L E

V A

N N

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E L E

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A V

STA. 9+00

STA. 8+50

STA. 8+00

LEGEND

4. TYPICAL CROSS SECTION ON PAGE C-301.

3. ALL UNITS IN U.S. SURVEY FOOT.

2. CROSS SECTIONS CUT ALONG SURVEY BASELINE

1. CROSS SECTIONS CUT LOOKING UPSTREAM.

NOTES

UNCOMPACTED BERM EMBANKMENT

SAND FILL

EXISTING GROUND

SEMICOMPACTED CLAY BACKFILL

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O N D

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BASELINE

S O

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D E

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M A

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B M

T E

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C T N

C H

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K E

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A W

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U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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E E

R S

E L E

V A

N N

A V

E L E

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STA. 10+50

STA. 10+00

STA. 9+50

LEGEND

4. TYPICAL CROSS SECTION ON PAGE C-301.

3. ALL UNITS IN U.S. SURVEY FOOT.

2. CROSS SECTIONS CUT ALONG SURVEY BASELINE

1. CROSS SECTIONS CUT LOOKING UPSTREAM.

NOTES

UNCOMPACTED BERM EMBANKMENT

SAND FILL

EXISTING GROUND

SEMICOMPACTED CLAY BACKFILL

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K E

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US Army Corps

U .S

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STA. 12+00

NO WORK

LEGEND

4. TYPICAL CROSS SECTION ON PAGE C-301.

3. ALL UNITS IN U.S. SURVEY FOOT.

2. CROSS SECTIONS CUT ALONG SURVEY BASELINE

1. CROSS SECTIONS CUT LOOKING UPSTREAM.

NOTES

UNCOMPACTED BERM EMBANKMENT

SAND FILL

EXISTING GROUND

SEMICOMPACTED CLAY BACKFILL

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K E

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US Army Corps

U .S

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COARSE AGGREGATE

50' MIN. LENGTH

AS REQ'D

WIDTH

6" MIN. DEPTH

HARD

SURFACE

PUBLI

ROAD

MAXIMIZE PONDING EFFICIENCY.

3. SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE CONTOURS TO

NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.

2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL

SEDIMENT WHEN NECESSARY.

1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE

NOTES:

CONTRACTING OFFICER.

THE PLANS AND SHALL BE COORDINATED WITH THE LANDOWNER AND THE

OFFICER AND ADEQ. APPROVED DISCHARGE LOCATIONS ARE NOT DEFINED ON

ACCORDING TO ALTERNATIVE BMP PRACTICES APPROVED BY THE CONTRACTING

UNAVAILABLE FOR UNWATERING, UNWATERING SHALL BE ADMINISTERED

9. IN THE EVENT THAT ADJACENT RECEIVING WATER BODIES ARE

LANDSIDE TOE OF THE LEVEE.

OF LOCATIONS WHERE CLEARING AND GRUBBING IS TO OCCUR ON THE

EROSION CONTROL BMP MEASURES TO MITIGATE THE DISTURBANCE

8. THE CONTRACTOR SHALL EMPLOY THE USE OF ADDITIONAL

PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS.

PROTECTION AND SECTION 01 57 23.00 09 STORM WATER POLLUTION

AND PERMITS. REFERENCE SECTION 01 57 20.00 09 ENVIRONMENTAL

AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS,

MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE

DEVELOP A COMPLETE PLAN, INCLUDING ADDITIONAL PROTECTION

OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO

ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS WORK

TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED AT

CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED

THE CONTRACT DRAWINGS MAY NOT FULLY ADDRESS ALL

7. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN

RUNOFF

F L

O W

SCALE: NONE

STEEL OR WOOD POST

PLAN

FLOW

1. EXCAVATE THE TRENCH.

FLOW

4. BACKFILL AND COMPACT THE EXCAVATED SOIL.

POINTS A SHOULD BE HIGHER THAN POINT B

WIDTH

BALE

2. PLACE BALES TIGHTLY TOGETHER AND STAKE.

STRAW BALE DETAILS

MATERIAL.

AS SHOWN AND BACKFILL WITH COMPACTED

EXCAVATE, LINE WITH FILTER FABRIC

4" x 4" TRENCH -

STORAGE HEIGHT.

9" (MAX. RECOMMENDED)

6'-0" MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE.

10'-0" MAXIMUM SPACING WITH WOVEN WIRE SUPPORT FENCE -

IF WIRE MESH SUPPORT IS NOT USED.

EXTRA STRENGTH FILTER FABRIC REQUIRED

(FILLED BY WEDGING WITH STRAW).

3. GAPS BETWEEN BALES SHALL BE CHINKED

SECTION

PLAN

SCALE: NONE

CONSTRUCTION OF A STRAW BALE BARRIER

SCALE: NONE

CONSTRUCTION ENTRANCE & EXIT DETAILS

SILT SCREEN FENCE DETAILS

SCALE: NONE

SILT SCREEN FENCE IN DRAINAGE

ELEVATION

EXISTING SOIL STABILITY.

BE UTILIZED AT ANY POINT IN WHICH IMMEDIATE ACTION IS NEEDED TO MAINTAIN

OR BOTTOM) AS TO INHIBIT EROSION. ADDITIONAL EROSION MEASURES SHALL

THE WATER'S EDGE OF THE RECEIVING BODY BELOW THE SURFACE (5' MINIMUM

DISCHARGE SHALL EXTEND AT A MINIMUM OF 20-FEET PERPENDICULAR FROM

PUMP WATER FROM THE SURFACE OF THE WORK AREA, AND POINTS OF

NECESSARY TO APPROVED DISCHARGE LOCATIONS. INLET LINES SHALL ONLY

USED TO PUMP ALL EXCESS WATER FROM THE WORK AREA AS DEEMED

6. OVERBANK PUMPING IS PROHIBITED. ENCLOSED CONDUITS SHALL BE

EXISTING LEVEE BASELINE STATIONING.

5. THE LEVEE STATIONING SHOWN ON THE SITE PLAN REFERS TO THE

10 FOOT OFFSET INSIDE THE WORK AREA RIGHT OF WAY AS SHOWN.

4. CONTRACTOR SHALL BEGIN EXCAVATION OPERATIONS AT A MINIMUM

STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS

(MINIMUM LENGTH OF 5')

STEEL OR WOOD POST

34" MAX. ABOVE GROUND)

(SILT FENCE 16" MIN. ABOVE GROUND AND

ATTACH SECURELY TO UPSTREAM SIDE OF POST.

FILTER FABRIC -

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W A

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C-501

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B U

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T R

T Y

A L D

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S T

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M W

A T

E R P

O L L

U T

P R

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T B

W E

E -1

-B -0

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K E

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US Army Corps

U .S

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M Y C

O R

P S O

F E

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E E

R S

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W A

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C-601

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-2

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T B

W E

E -1

-B -0

TEMPORARY ACCESS

PERMANENT RIGHT OF WAY

50' PUMPING CORRIDOR

FOR THE SILT FENCE

TIE IN TO HIGH GROUND

FROM RIGHT OF WAY

SILT FENCE 10' INWARD

FROM RIGHT OF WAY

SILT FENCE 10' INWARD

S O

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M A

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C H

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K E

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2 3 4 5 6 7 8 9 10

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US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

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

ROW LAYOUT

W A

L L

A C

E P .E

R O

W L

A Y

O U

R-101

V A

L L E

V A

L L E

B A

N K

S T

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E R M

L E

V E

E R

E P

-2

R E

D R

E R R

H T B

A N

L E

R C

O U

N T

Y N

O .2 S

O U

T H

R E

D R

E R B

E L

O W D

E N

O N D

A M

L E

R C

O U

N T

A R

T B

K S

B U

R G

P I

L E

V E

E A

N D D

R A

A G

E S

E C

K S

B U

R G D

T R

ALL UNITS ARE U.S. SURVEY FOOT.5.

PLANE COORDINATE SYSTEM.

HORIZONTAL DATUM IS NAD83 HARN (2011 EPOCH) ARKANSAS SOUTH STATE 4.

AERIAL PHOTOGRAPH TAKEN ON DECEMBER 2017.3.

VERTICAL DATUM IS N.A.V.D. 88.2.

SURVEY STATIONS WERE MADE LOOKING UPSTREAM.1.

GENERAL NOTES

STA.

E -1

-B -0

BL 1

BL 2

BL 3

BL 4

BL 5

BL 6

BL 7

BL 8

BL 9

BL 1

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

GAGE INFORMATION

available.

Engineer District, Vicksburg. Gaps in the stage hydrograph indicate no reading

A more complete history of river stages is available from the U. S. Army patterns that might be inferred.

upon vagaries of nature and may differ drastically at any time from any historical that future water stages, despite any apparent historical patterns, are dependent future water stages. The successful offeror is expected to understand the fact

These hydrographs depict historical fact only, and no prediction is intended as to

Note:

1989 1990 1991 1992 1993 1994 1995 1996 1997 1998

1999 2000 2001 2002 2003 2004 2005 2006 2007 2008

2009 2010 2011 2012 2013 2014 2015 2016 2017 2018

S T

A G

E S I

N F

E E

N .G .V .D

S T

A G

E S I

N F

E E

N .G .V .D

S T

A G

E S I

N F

E E

N .G .V .D

S T

A G

E S I

N F

E E

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N .G .V .D

DISTRICT: VICKSBURG

BASIN: RED RIVER

GAGE NAME: RED RIVER @ FULTON, AR

GAGE ZERO: 224.94 FT N.G.V.D. 29

RIVER MILE: 345.5

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:50:42 PM 7/25/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/01 - Red River Projects/RM 321 - R - Miller County No. 2 South Levee Repair/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/

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SHEET ID

®of Engineers

US Army Corps

U .S

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GAGE INFORMATION

available.

Engineer District, Vicksburg. Gaps in the stage hydrograph indicate no reading

A more complete history of river stages is available from the U. S. Army patterns that might be inferred.

These hydrographs depict historical fact only, and no prediction is intended as to

Note:

1995 1996 1997 1998 1999 2000 2001 2002 2003 2004

2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

2015 2016 2017 2018 2019 2020 2021 2022 2023 2024

S T

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N .G .V .D

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N F

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N .G .V .D

DISTRICT: VICKSBURG

BASIN: RED RIVER BASIN

GAGE NAME: RED RIVER @ SPRING BANK, AR

RIVER MILE: 281.9

GAGE ZERO: 160.44 FT N.G.V.D. 29

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:50:47 PM 7/25/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/01 - Red River Projects/RM 321 - R - Miller County No. 2 South Levee Repair/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/

W A

L L

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X-102

V A

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V A

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-B -0

Miller County No.2_G-001

Miller County No.2_G-002

Miller County No.2_B-001

Miller County No.2_B-002

Miller County No.2_C-101

Miller County No.2_C-301

Miller County No.2_C-302

Miller County No.2_C-303

Miller County No.2_C-304

Miller County No.2_C-305

Miller County No.2_C-306

Miller County No.2_C-501

Miller County No.2_C-601

Miller County No.2_R-101

Miller county No.2_X-101

Miller County No.2_X-102

File details come from the government source that posted it.