W912EE19B0008_ARS_Plans_Drawings.PDF

PDF 40 MB Posted Aug 7, 2019

Attached to: USDA ARS Groundwater Transfer and Injection Pilot Study Project in Leflore County, Mississippi
Solicitation number: W912EE19B0008
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

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File	Type	Posted
A22_W912EE19B0008-0002.pdf	PDF	Aug 30, 2019
Amend_0002_Specs.pdf	PDF	Aug 30, 2019
Amend_0002_Drawings.pdf	PDF	Aug 30, 2019
A22_W912EE19B0008-00001.pdf	PDF	Aug 22, 2019
A23_Prebid_Attendance.pdf	PDF	Aug 22, 2019
A22_W912EE19B0008.pdf	PDF	Aug 6, 2019

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S O

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®of Engineers

US Army Corps

U .S

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A N

S I

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

.C .M .E S

E C

D A

W A

L L

A C

E P .E

G-001

L M J R

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V E

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H E

E T of Engineers

US Army Corps

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H E T

A L L

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SUPPORT FOR OTHERS

MONEY, MISSISSIPPI ALONG THE TALLAHATCHIE RIVER

VICKSBURG DISTRICT

O T S

T U

D Y P

R O J E

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D A A

R S G

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D W

A T

E R T

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F E

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N D I

N J E

C T

PILOT STUDY PROJECT

USDA ARS GROUNDWATER TRANSFER AND INJECTION

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

C O

L E

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

A P

P R

O V

A L R

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M E

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E D B

A P

P R

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E D B

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

W E

W912EE19B0008

A U

G U

S T

AUGUST 2019

PROJECT LOCATION

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C H

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K E

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N B

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:08:54 PM 8/7/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/USDA ARS Groundwater Transfer and Injection Pilot Study/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/C

K S

B U

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P I

K S

B U

R G D

T R

PROJECT LOCATION MAP

N E

P I

A L

O N

G T

H E T

A L L

A H

A T

C H

E R

U S

D A A

R S G

R O

U N

D W

A T

E R T

R A

N S

F E

R A

N D I

N J E

C T

S U

P P

O R

T F

O R O

T H

E R

O T S

T U

D Y P

R O J E

SCALE: N.T.S.

Pine Bluff

Malvern

Hot Springs

Fordyce

Murfreesboro

Arkadelphia

Prescott

Hope

Camden

Hampton

City

Arkansas

Village

Lake

Eudora Crossett

El Dorado

Homer

Ruston

Monroe

Bastrop

Farmerville

Delhi

Tallulah

Natchez Vidalia

Jonesville

Winnfield

Providence

Lake

A R K A N S A S

M O N T G O M E R Y

G A R L A N D

S A L I N E

P U L A S K I

J E F F E R S O N

G R A N T

H O T S P R I N G

C L A R K P I K E

P O L K

H E M P S T E A D

N E V A D A

O U A C H I T A

C A L H O U N

B R A D L E Y

L I N C O L NC L E V E L A N D

D A L L A S D E S H A

C H I C O T

A S H L E YA S H L E Y

U N I O NC O L U M B I A

U N I O N

C L A I B O R N E

M O R E H O U S E

W E S T

C A R R O L L

E A S T

L I N C O L N

B I E N V I L L E

J A C K S O N

O U A C H I T A

R I C H L A N D

C A L D W E L L

F R A N K L I N

T E N S A S

M A D I S O N

W I N N

L A S A L L E

C O N C O R D I A

Y E L L

OUACHITA

RIVER

Caddo

R i v e r

O U

A C

H I

T A

RIVER

Missouri

River

T e r r e

Noire

Creek

C r e e k

T u l i pOzan

C r e e k

S a l i n e

R i v e r

Bayou

B a r t h o l o m e w

A r k a n s a s

River

M i s s i s s i p p i

R i v e r

M o r o

C r e e k

Bo eu f

Ri ve r

B a y o u

M a c o n

Ten sas

R i v e r

B a y o u

B a r t h o l o m e w

O v e r f l o w

C r e e k

Big

B a y o u

B o e u f

R i v e r

C o l e w a

C r e e k

T e n s a s

R i v e r

O U

A C

H I

T A

R I

V E R

L i t t l e

Corney

C o r n e y

Bayou

A r b o n n e

D'Arbonne

Bayou

Middle

Fork

Bayou

D'A rbo nne

D u g d e m o n a

River

Castor

C r e e k

Little

River

B l a c k

R i v e r

OUACHITA

LAKE

DE GRAY

GREESON

LAKE

Catherine Lake

C A T A H O U L A

M i s s i s s i p p i

R i v e r

Calion

M I L L E R

L A F A Y E T T E

Magnolia

Texarkana

C A D D O

B O S S I E R

W E B S T E R

R E D R I V E R

N A T C H I T O C H E S

D E S O T O

G R A N T

R A P I D E S

A V O Y E L L E S

Springhill

SHREVEPORT

Minden

Arcadia

Mansfield

Coushatta

Natchitoches

ALEXANDRIA

Pineville

R e d

C h u t e c

K i n n e y

B a y o u

S u l p h u r

R i v e r

P o s t e n

B a y o u

B o d c a u

B a y o u

D o r c h e a t

B a y o u

RED

R I V E R

Old River

B l a c k

L a k e

B a y o u

S a l i n e

B a y o u

R e d

C h u t e

I a t t

Creek

C a n e

River

Cy pr es s

B a y o u

Pierre

B l a c k

B a y o u

M I S S I S S I P P I

ROCK

LITTLE

Hamilton Lake

65165

82 3

Dealing Plain

City Bossier

Monroe West

Lake Caddo

Lake Wallace

Lake Catahoula

LAKE

ARKABUTLA

LAKE

SARDIS

LAKE

ENID

LAKE

GRENADA

R i v e r

Bluff Holly

Fork Rolling

Marks

Darling

Belzoni

T i p p a h

Ta ll ah at ch ie

Riv er

Sk un a

River

Ri ve r

C o l d w a t e r

B o g u e

P h a l i a

S t e e l e

B a y o u

Y A Z O O

Ri ve r

Otou calo fa Cr.

T a l l a h a t c h i e

VICKSBURG

Greenwood

GREENVILLE

Sardis

Tunica

Grenada

Enid

Cleveland

S u n f l o w e r

CLARKSDALE

Ascalmore

Hernando

Big Sa nd Cr

TeocCr

Potacocowa Cr

Sabougla

C r

Tillatoba

Tal lah atc hie

R i v e r

C o l d w a t e r River

Abiaca

C r

Pelucia

C r

Ch ic op a Cr

Fa nn eg us ha

Black

Tch ula

La ke

S u n f l o w e r

R i v e r

H a r r i s

Bayou

Indianola

P o r t e r s

B a y o u

B e a r Cr ee k

Q u i v e r

B l a c k

B a y o u

P A

N O

L A

FLOODWAY

Q U I

T M

A N

M a i n

C a n a l g

S u n f l o w e r

Ri ve r

Cassidy

B a y o u

W I L L

W H I T T I

N G T

O N

C H

A N

N E L

Ar ka bu tl a

C a n a l

Yoco naR

Yocona

Yal obu sha

C r e e k

D e e r Yazoo City

Hic kah ala

A U

X I L I

A R

River

Ri ve r

D E S O T O

M A R S H A L L

B E N T O N

T I P P A H

U N I O N

T A T E

T U N I C A

P A N O L A

L A F A Y E T T E

P O N O T O C

C O A H O M A

Q U I T M A N

S U

N F

L O

W E

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

Y A L O B U S H A

C A L H O U N

G R E N A D A

M O N T G O M E R Y

W E B S T E R L E F L O R E

C A R R O L L

H O L M E S

W A S H I N G T O N

S H A R K E Y

H U M P H R E Y S

I S S A Q U E N A

W A R R E N

Y A Z O O

B O L I V A R

VER

R i v e r

Springs

Holly

B i g

B l a c k

River

Big Bywy Ditch

Y o c k a n o o k a n y

Ri ve r

L o b u t c h a

Cre ek

Pe ar l

Rive r

Reservoir

Ross Barnett

Tuscolameta

Creek

P e a r l

R i v e r

B o g u e

C h i t t o

W e s t

H o b o l o c h i t t o

C r e e k

Bu ff al o

R i v e r

Ho mo ch it to

R i v e r

Coles

Cr ee k

Bayou

P i e r r e

Eupora

Winona

Durant Kosciusko

Carthage

Canton

Forest

JACKSON

Mendenhall

Springs

Crystal

Brookhaven

McComb

Tylertown

Bogalusa

Franklinton

Columbia

Picayune

Woodville

Fayette

Gibson

Port

Utica

C H O C T A W

W I N S T O N

A T T A L A

N E S H O B A

RL E A K E

M A D I S O N

S C O T T

H I N D S

R A N K I N S

S I M P S O N

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

J E F F E R S O N

A D A M S

F R A N K L I N

W I L K I N S O N P I K E

W A L T H A L L

L I N C O L N

L A W R E N C E D A V I S

J E F F E R S O N

M A R I O N

L A M A R

W A S H I N G T O N

R I V E R

P E A R L

H A N C O C K

MISSISSIPPI

LOUISIANA

Lonoke

Stuttgart

B a y o u

M e t o

S a l t

L i t t l e

W a b b a s e k a

B a y o u

St ro ng

Ri ve r

P U L A S K I

L O N O K E

A R K A N S A S

A M I T E

Gillett

McGehee

Dumas

C o n n e r l y

B a y o u

M a c o n

Lake

C a n a l

N o

Lake Calion

Li tt le

St John Lake

B a y o u

B i g

B a y o u

C a n e y

F l e s c h m a n s B

B M i l l

T e n s a s

B a y o u

R u s s

Ca na l

C a n a l

N o

C a n a l

No.

B l a c k

P o n d Slough

B a y o u

M a c o n

B a y o u

M a c o n

D i v e r s a n l

B o e u f

R v e r

C l a y

146.4

6.2

8.0

7.1

L o n g

Cocodrie Wild

Cow Bayou

B a y o u

Lake Cheniere

C r e e k

C h e n i e r e

Bawcomville

River Lake Black

Flood Wall

Columbia

Fulton

F i e l d

M a n i e c e

Lewisville

L o g g y

F l a t e

R i v e r u r b e a u xB

Boyce

Colfax

Marksville

Moncla

Colli nsCr

Satartia

Wol f

L a k e

T o k e b aB

L a k e

G e o r g e

Pant her

Creek

A U

X I L I

A R

C H

A N

N E L

L O

W E

Snak e

Marksville

Lake Bee

Lake Horseshoe

T i p p o

B P a t t e r s o n

C r

M a r s h B

T u r k e y

G i n

0+00 Miss River Levees

4519+76 Ark River Levees

J o n e s

Bay ou

M o u n d

Blac k

Bayou

Pa rk s

B o g u e

H a s t y

S n a k e

C r

C l e a r

C r

Ditchlow

B a y o u

T w i n

L a k e

Bogue Phalia

Cutoff

Bolivar Lake

Lake Swan

Washington Lake

B a y o u

Do wl in g

Ri ve r

H u s h p u c k e n a

Lake Whiting

M i l l

Hul l

C r

Lake Moon

Pass Yazoo

7.8

69.7

g h t i n g

6.5

Lake Wasp

Lock & Dam

Abandoned

22.2

Dawson

17.5

LOUISIANA

ARKANSAS

TENNESSEE

MISSISSIPPI

T E

X A S

M c

K i n n e y

La fo ur ch e

G a r l a n d

C i t y

Brake

Mathews

Alligator-Catfish

Bayous

B a y o u

Big

Cho cta w

B a y o u

B o e u f

Creek

Staulkinghead

L i t t l e

River

P e a r l

W e s t

R i v e r

P e a r l

R i v e r

Lake Tunica

Chicot Lake

Providence Lake

Plant

Pumping

Cocodrie

Wall

Flood

Lake Eagle

Mary Lake

Iatt Lake

Lake Saline

Lake Clear

Bistineau Lake

Lake D'Arbonne

Claiborne Lake

Lake Badcau

Reservoir Cypress Bayou

Lake Cross

Lake Corney

Erling Lake

Lake Bayou Black

Lake Black

L O U I S I A N A

B a y o u

S a r a

T h o m p s o n

R i v e r

A m i t e

W a l l a c e

B a y o u

Bayou

Rigolette

0.0 210.5

Canal No.

Ext.

C a n a l

N o

Ext.

11.

0.0

Bayou

Rapides

35.0 h i t e

R i v e r

D a v i d

B u r r e l l

B a y o u

23.2

Old

B a y o u

B o b o a l l a h a t c h i e

L i t t l e

DeepB

Tuc ker

32.50

B a y o u y o u

B a y o u

M e t o

B i g

Meto

Bayou

W A

L L

A C

E P .E

G-002

L M J R

R T

R H

A .C .M .E S

E C

P R

O J E

C T L

O C

A T

N M

A P

E X T

O D

R A

G S A

N D

W E

A U

G U

S T

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

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ABBREVIATIONS

COURSE(S)CRS

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

CARPETCPT

COMPRESSIBLECPRS

COVERCOV

CORRIDORCORR

CONTRACTORCONTR

CONTINUE CONT

CONSTRUCTIONCONSTR

CONNECTCONN

CONCRETECONC

COMPARTMENTCOMPT

COMBUSTIONCOMB

COMMONCOM

COLUMNCOL

CARBON DIOXIDECO2

CLEANOUTCO

COUNTERCNTR

CORNERCNR

CONDUCTIVE NEOPRENE LATEXCNL

CONDUITCND

CONCRETE MASONRY UNITCMU

COMPOSITECMPST

CORRUGATED METAL PIPECMP

CENTIMETER(S)cm

CLEAR WIRED GLASSCLWG

CLEAR(ANCE)CLR

CLOSURECLOS

CLOSETCLO

CONTRACT LIMIT LINECLL

CLEAR GLASSCLGL

CEILING HEIGHTCLG HT

CEILINGCLG

CENTER LINECL

CIRCUIT BREAKERCKT BRKR

CIRCUITCKT

CONSTRUCTION JOINTCJ

CONTROL JOINTCJ

CIRCULARCIRC

CAST-IN-PLACECIP

CURB INLETCI

CAST IRONCI

CHROME PLATEDCHR PL

CHECKCHK

CHIMNEYCHIM

CHAMFERCHFR

CHALKBOARDCH BD

CORNER GUARDCG

CUBIC FEET PER MINUTECFM

COUNTERFLASHINGCFLG

CONDUCTIVE FLOORINGCFI

CERAMICCER

CEMENT PLASTERCEM PLAS

CEMENTCEM

COVER ELEVATIONCE

CLOSED CIRCUIT TELEVISIONCCTV

CUBICLE CURTAIN TRACKCCT

CATCH BASINCB

CAPACITYCAP

CABINETCAB

BOTH WAYSBW

BUILT-UP ROOFINGBUR

BETWEENBTWN

BTU PER HOURBtuH

BRITISH THERMAL UNITBtu

BASEMENTBSMT

BOTH SIDESBS

BRONZEBRZ

BRACKETBRKT

BRICKBRK

BEARING PLATEBRG PL

BEARINGBRG

BRIDGINGBRDG

BRACINGBRCG

BACK PLASTER(ED)BP

BOTTOMBOT

BOTTOM OFBO

BENCHMARKBM

BELOWBLW

BUILDINGBLDG

BUILDING LINEBL

BED JOINTBJT

BITUMINOUSBITUM

BEVELBEV

BRICK EXPANSION JOINTBEJ

BOUNDARYBDRY

BOARDBD

BOOKCASEBC

BULLETIN BOARDBB

ACOUSTICAL WALL TREATMENTAWT

AMERICAN WIRE GAUGEAWG

AVERAGEAVG

AUTOMATICAUTO

ACOUSTICAL TILE CEILINGATC

ASPHALTASPH

ABOVE SUSPENDED CEILINGASC

ASBESTOSASB

AMERICAN REFRIGERATION INSTITUTEARI

ARCHITECTARCH

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ANODIZEANOD

AMPEREAMP

AMBIENTAMB

ALUMINUMALUM

ALTERNATEALT

ACTIVE LEAFA.L.

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

AMPERE INTERRUPTING CAPACITYAIC

AREA INLETAI

AIR HANDLING UNITAHU

ANCHOR AHR

AGGREGATEAGGR

ABOVE FINISHED FLOORAFF

AUTOMATIC DOOR OPERATORADO

ADJACENT, ADJOINING, ADJUSTABLEADJ

ADHESIVEADH

ADDENDUMADDM

ACOUSTICAL CEILING TILEACT

ACOUSTICACST

ALUMINUM CABLE STEEL REINFORCEDACSR

ACCESS PANELACS PNL

ACCESS DOORACS DR

ACRYLIC PLASTICACR

AMERICAN CONCRETE INSTITUTEACI

ACCESSIBLEACC

ALTERNATING CURRENTAC

ABOVEABV

ANCHOR BOLTAB

AIR CONDITIONING UNITA/C UNIT

AIR CONDITIONINGA/C

ANGLEL

FRAMINGFRMG

FORGEDFRG

FRAMEFR

FIRE RESISTANT FR

FEET PER MINUTEFPM

FIREPROOFFP

FIRE PARTITIONFP

FACE OF STUDFOS

FACE OF MASONRYFOM

FACE OF FINISHFOF

FACE OF CONCRETEFOC

FENCEFN

FLUORESCENTFLUOR

FLOOR PLATEFLR PL

FLOORINGFLG

FLEXIBLEFLEX

FLOORFLR

FLASHINGFLASH

FLUSH JOINTFJT

FIXTUREFIXT

FINISH FLOORFIN FLR

FINISHFIN

FIGUREFIG

FLAT HEAD WOOD SCREWFHWS

FIRE HOSE STATIONFHS

FIRE HOSE RACKFHR

FLAT HEAD MACHINE SCREWFHMS

FIRE HOSE CABINETFHC

FLAT HEADFH

FIRE HYDRANTFH

FIBERGLASSFGL

FACTORY FINISHFF

FIRE EXTINGUISHER CABINETFEC

FIRE EXTINGUISHER BRACKETFEB

FIRE EXTINGUISHERFE

FOUNDATIONFDTN

FIRE DAMPERFDMPR

FLOOR DRAINFD

FAN COIL UNITFCU

FLOOR CLEANOUTFCO

FLOOR CONSTRUCTION JOINTFCJ

FACINGFCG

FACE BRICKFC BRK

FOOT CANDLEFC

FIRE BRICKF BRK

FRESH AIR INTAKEFAI

FIRE APPARATUS CLOSETFAC

FRESH AIRFA

FIRE ALARMFA

FAHRENHEITF

EXTERIOREXT

EXPANSION BOLTEXP BT

EXPOSEDEXP

EXPANSIONEXP

EXISTINGEXST

EXHAUST AIREXH A

EXHAUSTEXH

EXCAVATEEXC

ENTERING WATER TEMPERATUREEWT

ELECTRIC WATER COOLEREWC

ESTIMATE(D)EST

ESCALATORESCAL

EQUIPMENTEQUIP

EQUALEQ

EPOXY COATINGEPY

EXPLOSION PROOFEPRF

ELECTRICAL PANELBOARDEP

ENTRANCE, ENTERINGENTR

ENCLOSE(URE)ENCL

EMERGENCYEMER

ESTIMATED MAXIMUM DEMANDEMD

EXPANDED METAL EM

ELECTRICELEC

ELEVATION - GRADE OR BUILDINGEL

EXPANSION JOINTEJ

EACH FACEEF

ENTERING AIR TEMPERATUREEAT

EACHEA

EASTE

DIRECT EXPANSIONDX

DUMBWAITERDWTR

DRAWERDWR

DOWELSDWLS

DRAWINGDWG

DOVETAIL DVTL

DRAIN TILEDT

DOWNSPOUTDS

DOUBLE STRENGTH (GLASS)DS

DOOR CLOSERDR CL

DRAINBOARDDRB

DRAINDR

DOORDR

DOWNDN

DEMOUNTABLEDMT

DAMPERDMPR

DAMPPROOFINGDMPF

DEAD LOADDL

DIVISIONDIV

DISTRIBUTION PANELDISTR PNL

DISPENSERDISP

DISCONNECTDISC

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA

DUCT HEATERDH

DOUBLE HUNGDH

DRINKING FOUNTAINDF

DETAILDET

DEPARTMENTDEPT

DEPRESSIONDEPR

DEMOLITIONDEMO

DEGREEDEG

DUMMY CONTROL JOINTDCJT

DOWELED CONTROL JOINTDCJ

DOUBLE ACTING DOORDBL ACT DR

DOUBLEDBL

DRY BULBDB

DATUMDAT

PENNY (AS IN NAIL - 10D)d

CYLINDERCYL

COLD WATERCW

CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)CVH

CEILING VENTCV

CUBIC YARDSCU YD

CABINET UNIT HEATERCUH

CUBIC FEETCU FT

COPPERCu

CONDENSING UNITCU

CENTERCTR

CENTER TO CENTERC TO C

CURRENT TRANSFORMERCT

CERAMIC TILECT

CASEMENTCSMT

COUNTERSUNKCSK

CAST STONECS

LIGHTINGLTG

LIGHTWEIGHTLT WT

LIGHTLT

LAWN SPRINKLERLS

LIVING ROOMLR

LOW POINTLPT

LIGHTPROOF LOUVERLPL

LIGHTPROOF DOORLPD

LIGHTPROOFLP

LONGITUDINALLONG

LINTELLNTL

LIMESTONELMST

LUMENLM

LEAD-LINED DOORLLD

LIVE LOADLL

LOCKERLKR

LINEARLIN

LEFT HAND(ED)LH

LENGTHLG

LOADINGLDG

LOADLD

LIGHT CONTROLLC

LUMBERLBR

LABELLBL

POUNDLB

LAG BOLTLB

LAVATORYLAV

LAUNDRYLAU

LEAVING AIR TEMPERATURELAT

LAMINATELAM

LADDERLAD

LABORATORYLAB

KEYWAYKWY

KILOWATTkW

KILOVOLT AMPERES REACTIVEkVAR

KILOVOLT AMPERESkVA

KILOVOLTSkV

KICKPLATEKPL

KNOCKOUT PANELKOP

KITCHENKIT

KILOPOUND (1000 POUNDS)KIP

JOINTJT

JOISTJST

JUNCTIONJCT

JUNCTION BOXJ-BOX

JANITOR’S CLOSETJAN CLO

INSIDE PIPE SIZEI.P.S.

IRON PIPE SIZEIPS

IRON PIPEIP

INVERTINV

INTERMEDIATEINTM

INTERIORINT

INSULATIONINSUL

INSULATING FILLINSF

INCLUDEDINCL

INCINERATORINCIN

INCHIN

INTERLOCKILK

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAIESNA

INSIDE DIAMETERID

INTERCOMIC

HERTZHz

HYDRAULICHYDR

HEATING, VENTILATING AND AIR CONDITIONINGHVAC

HEATERHTR

HEATINGHTG

HEIGHTHT

HOUSEKEEPINGHSKPG

HIGH-STRENGTH GYPSUM PLASTERHSGYP

HIGH STRENGTHHS

HOURHR

HIGH POINTHPT

HORSEPOWERHP

HIGH PRESSUREHP

HORIZONTALHORIZ

HANDRAILHNDRL

HOLLOW METALHM

HOOK(S)HK

HANDHOLEHH

HEXAGONHEX

HIGH EARLY-STRENGTH CEMENTHES

HARDWOODHDWD

HARDWAREHDW

HEADERHDR

HEAD JOINTHD JT

HARDBOARDHDBD

HEAVY DUTYHD

HEADHD

HANDICAPPEDHCP

HALON CONTAINMENT DAMPERHCD

HOLLOW COREHC

HOSE BIBBHB

GYPSUM PLASTERGYP PLAS

GYPSUM BOARDGYP BD

GYPSUMGYP

GLAZED WALL TILEGWT

GROUTGT

GLAZED STRUCTURAL UNITSGSU

GLAZED STRUCTURAL TILEGST

GRATINGGRTG

GRADE LINEGR LN

GRANITEGRAN

GYPSUM TILEGPT

GALLONS PER MINUTEGPM

GOVERNMENTGOVT

GROUNDG

GLAZED CONCRETE MASONRY UNITSGLZ CMU

GLAZINGGLZ

GLASS FIBERGLF

GLASS BLOCKGL BLK

GLASSGL

GASKET(ED)GKT

GALVANIZED IRON PIPEGIP

GALVANIZED IRONGI

GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI

GOVERNMENT-FURNISHED EQUIPMENTGFE

GROUND FAULT CIRCUIT INTERRUPTERGFCI

GROUND FACEGF

GENERALGEN

GENERAL CONTRACTORGC

GRAB BARGB

GALVANIZED STEELGALV STL

GALVANIZEDGALV

GALLON(S)GAL

GAGEGA

NATURAL GASG

FABRIC WALL COVERINGFWC

FIRE WATERFW

FUTUREFUT

FURRINGFURG

FOOTINGFTG

FEETFT

FASTEN(ER)FSTNR

FULL SIZEFS

FIRE-RETARDANTFRT

PRESTRESSED CONCRETEPS CONC

PRESSED STEELP.S.

PIPE SPACEPS

PRESSURE-REGULATING VALVEPRV

PROJECTPROJ

PARKINGPRKG

PREFORMEDPREFMD

PREFINISHEDPREFIN

PREFABRICATE(D)PREFAB

PAIRPR

PARTS PER MILLIONPPM

POLISHED PLATE GLASSPPGL

PORTABLEPORT

PORCELAINPORC

POLISHEDPOL

PAINT(ED)PT

PANELPNL

PLYWOODPLYWD

PLATE GLASSPL GL

PILINGPLG

POUNDS PER LINEAR FOOTPLF

PLUMBINGPLBG

PLATFORMPLAT

PLASTERPLAS

PLASTIC LAMINATEPLAM

PROPERTY LINEPL

PLATEPL

POST INDICATING VALVEPIV

PREFAB ISOLATION POWER UNITPIPU

POINT OF INTERSECTIONPI

PHARMACYPHAR

PHASEPH

PERIMETERPERIM

PERFORATE(D)PERF

PEDESTALPED

PAVEMENT DRAINPD

CEMENT PLASTER (PORTLAND)PCP

POUNDS PER CUBIC FOOTPCF

PRECAST CONCRETEPCC

PIECEPC

PUSH BUTTON STATIONPBS

PARTICLE BOARDPBD

PANIC BARPB

PARALLELPAR

PUBLIC ADDRESSPA

POLEP

OBSCURE WIRED GLASSOWGL

OUTSIDE SCREW AND YOKEOS & Y

OPERATIONSOPS

OPAQUEOPQ

OPPOSITEOPP

OPENINGOPNG

OPPOSITE HANDOPH

OVALHEAD WOOD SCREWOHWS

OVALHEAD MACHINE SCREWOHMS

OVERHEADOH

OBSCURE GLASSOGL

OFFICEOFC

OUTSIDE DIAMETEROD

ON CENTER EACH WAYOCEW

ON CENTEROC

OBSERVATION WINDOWOBW

OBSCUREOBSC

OUTSIDE AIROA

NOT TO SCALENTS

NOT REQUIREDN’’REQD

NOISE REDUCTION COEFFICIENTNRC

NOISE REDUCTIONNR

NOMINALNOM

NUMBERNO

NORMALLY OPENNO

NONMETALLICNM

NEOPRENE LATEXN.L.

NAILABLENL

NOT IN CONTRACTNIC

NICKELNi

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

NATIONAL ELECTRICAL CODENEC

NORMALLY CLOSEDNC

NATURALNAT

NORTHN

MULLIONMULL

MOVABLEMVBL

METALMTL

METAL FURRINGMTFR

MOUNTEDMTD

MOUNTMT

METAL THRESHOLDMT

MACHINE SCREWSMS

METAL ROOF DECKINGMRD

MARBLE BASEMRB

MOP RECEPTORMR

MOVABLE PARTITIONMP

MOTORMOT

MODIFIEDMOD.

MODULARMOD

MASONRY OPENINGMO

MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC

MILLIMETER(S)mm

MILLWORKMLWK

MOULDINGMLDG

MONOLITHICML

METAL LATHML

MISCELLANEOUSMISC

MIRRORMIRR

MINIMUMMIN

MALLEABLE IRONMI

MANHOLEMH

MATTE-GLAZED TILEMGT

MOTOR GENERATORMG

MANUFACTURERMFR

MANUFACTURINGMFG

METAL FLOOR DECKINGMFD

METAL EDGE STRIPMES

MEMBRANEMEMB

MEDIUMMED

MECHANICAL ROOMMECH RM

MECHANICALMECH

METAL DIVIDER STRIPMDS

METAL-CASED OPENINGMCO

MASONRY CONTROL JOINTMCJ

MEDICINE CABINETMC

MEMBERMBR

MACHINE BOLTSMB

MAXIMUMMAX

MATERIAL(S)MATL

MASONRYMAS

MACHINEMACH

MATCHED AND BEADEDM&B

METER(S)m

LEAVING WATER TEMPERATURELWT

LIGHTWEIGHT CONCRETELWC

LOUVERLVR

LIGHTNINGLTNG

THICK(NESS)THK

TRUSS HEADTH

TOGGLETGL

TONGUE AND GROOVET&G

TERMINALTERM

TERRAZZOTER

TEMPORARYTEMP

TEMPERATURETEMP

TELEPHONETEL

TERRA COTTATC

TOWEL BARTB

TANGENTTAN

TREADT

SYSTEMSYS

SYNTHETICSYNTH

SYMMETRICALSYMM

SWITCHBOARDSWBD

SWITCHSW

SHEET VINYL SV

SUSPENDEDSUSP

SUBFLOORSUB FL

STAIRWAYSTWY

STRUCTURALSTRUCT

STRINGERSTR

STATIC PRESSUREST PR

STORAGESTOR

STEELSTL

SEATINGSTG

STANDARDSTD

STATIONSTA

STAINLESS STEELSST

STANDING SEAM (ROOF)SS

SERVICE SINKSS

SHELF AND RODS&R

SQUARE HEADSQHD

SQUARESQ

SPEAKERSPKR

SPACE HEATERSPH

SPECIAL FINISHSP FIN

SOUNDPROOFSPF

SPECIFICATIONSPEC

SOUNDPROOF DOORSPD

SPECIALSPCL

SPACERSPC

SHUT OFF VALVESOV

SHEET METAL SCREWSSMS

SHEET METALSM

SLEEVESLV

SEALANTSLNT

SKYLIGHTSKLT

STEEL JOIST INSTITUTESJI

SIMILARSIM

SHELVINGSHV

SHEATHINGSHTHG

SHEETSHT

SHOULDERSHLDR

SHEET GLASSSG

STRUCTURAL FACING UNITSFU

STRUCTURAL FACING TILE UNITSFTU

SAFETY GLASSSFGL

SEQUENCESEQ

SECTIONSECT

STEEL DOOR INSTITUTESDI

STORM DRAINSD

STRUCTURAL CLAY TILESCT

SCREENSCRN

SCHEDULESCHED

SOLID CORESC

SECURITY BARSS.B.

SPLASH BLOCKSB

SUPPLY AIRSA

SOUTHS

RAINWATER CONDUCTORRWC

RIVETRVT

REVERSERVS

RUBBER TILE FLOORRTF

RAISED PATTERN RUBBER TILERPRT

REVOLUTIONS PER MINUTERPM

RETRACTABLE PARTITIONRP

RIGHT OF WAYROW

ROUGH OPENINGRO

ROUNDRND

ROOMRM

RAILINGRLG

RACKRK

ROOF HATCHRH

RIGHT HANDRH

RELATIVE HUMIDITYRH

ROOFINGRFG

REVISIONREV

RETURNRET

RESILIENTRESIL

REQUIREDREQD

REMOVE(ABLE)REM

REINFORCEREINF

REGLETREG

REGISTERREG

REFRIGERATIONREFR

REFLECTREFL

REFERENCEREF

RECTIFIERRECT

RECREATION ROOMREC ROOM

RECEPTACLERECPT

RIGID INSULATIONRDG INS

ROOF DRAINRD

RECEIVERRCVR

REINFORCED CONCRETE PIPERCP

REMOTE CONTROLRC

RUBBERRBR

RUBBLE STONERBL

RUBBER BASE, RESILIENT BASERB

RETURN AIR REGISTERRAR

RETURN AIR GRILLERA GR

RABBETEDRAB

RETURN AIRRA

RISERR

RANGER

RADIUSR

QUANTITYQTY

QUARTER ROUND1/4 RND

QUARTERQTR

QUARTQT.

QUARRY TILEQT

PASS WINDOWPW

PAVINGPVG

POLYVINYL CHLORIDEPVC

PAVEDPV

PAPER TOWEL RECEPTACLEPTR

PARTITIONPTN

PAPER TOWEL DISPENSERPTD

POST-TENSIONED CONCRETEPT CONC

POINTPT.

PNEUMATIC TUBEPT

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

YARD DRAINYD

YARDYD

TRANSFORMERXFMR

WELDED WIRE REINFORCEMENTWWR

WELDED WIRE MESHWWM

WELDED WIRE FABRICWWF

WALL TO WALLW/W

WIDTHWTH

WEIGHTWT

WAINSCOTWSCT

WASTE STACKW.S.

WATERSTOPWS

WARDROBEWRB

WASTE RECEPTACLEWR

WORKING POINTWP

WEATHERPROOFWP

WATERPROOF(ING)WP

WITHOUTW/O

WIRE MESHWM

WORK SHOPWKSH

WROUGHT IRONWI

WATT-HOUR METERWHM

WHEEL BUMPERWHB

WATER HEATERWH

WALL HUNGWH

WIRED GLASSWGL

WIDE FLANGEWF

WINDOWWDW

WASTE DISPOSERWDSP

WOOD DOORWD

WOODWD

WOOD-CASED OPENINGWCO

WHEELCHAIRW/C

WATER CLOSETWC

WOOD BLOCKINGWBL

WET BULBWB

WITHW/

WESTW

VINYL WALL COVERINGVWC

VENT THRU ROOFVTR

VOLTAGE TRANSFORMERV.T.

VENT STACKVS

VERMICULITEVRM

VAPOR RETARDERVR

VOLUMEVOL

VENEERVNR

V-JOINT(ED)VJ

VINYL HOMOGENEOUSVH

VERTICAL GRAINVG

VINYL FABRICVF

VESTIBULEVEST

VERTICALVERT

VENTILATOR(TION)VENT

VAULT DOORVD

VITRIFIED CLAY TILEVCT

VINYL COMPOSITION TILEVCT

VINYL BASEVB

VARNISHVAR

VOLTV

UNIT VENTILATORUV

UTILITYUTIL

URINALUR

UNINTERRUPTABLE POWER SUPPLYUPS

UNFINISHEDUNFIN

UNEXCAVATEDUNEX

UNDERWRITERS LABORATORIESUL

UNIT HEATERUH

UNDERGROUNDUGND

UNIT COOLERUC

TYPICALTYP

TELEVISIONTV

THERMOSTATTSTAT

TRANSVERSETRANS

TRANSOMTRANS

TOILET PARTITIONTPTN

TOILET PAPER DISPENSERTPD

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF SLABTOS

TOPOGRAPHYTOPO

TOLERANCETOL

TOP OFTO

TACKSTRIPTKS

TACKBOARDTK BD

THRESHOLDTHRES

P P

O R

T F

O R O

T H

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M O

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P I

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A L L

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C H

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GENERAL NOTES:

WATER NOTES:

WATERLINE FLUSHING NOTES:

LEGEND:UTILITY CROSSING NOTES:

D A

W A

L L

A C

E P .E

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L M J R

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ROW LIMITS

3 PHASE POWER

PERIMETER FENCE

EXISTING CULVERT

ROW CONTROL POINTS

FENCE CONTROL POINTS

REMOVE ANY RESIDUAL TREATMENT.

WRITTEN CONFIRMATION HAS BEEN RECEIVED, CONTRACTOR WILL FLUSH LINE AGAIN TO

CHLORINATION AND TESTING WILL BE PERFORMED BY AUTHORIZED PERSONNEL. AFTER 5.

PERSONNEL.

FLUSHING SHALL NOT BE ACCOMPLISHED WITHOUT THE PRESENCE OF AUTHORIZED 4.

PAY FOR FLUSHING, CHLORINATION OR TESTING.

OR COMPENSATION WILL BE DUE TO THE CONTRACTOR SHOULD TESTS FAIL. NO DIRECT

AND SCHEDULE CHLORINATION AND TESTING TO BE COMPLETED. NO ADDITIONAL TIME

THE LOCAL WATER AUTHORITY (3) DAYS IN ADVANCE OF SUCH INTENDED WATER USE

PRIOR TO LINE FLUSHING OPERATIONS, THE CONTRACTOR SHALL PROPERLY NOTIFY 3.

PROPERTY DAMAGE.

THAT THE WATER USED IN FLUSHING DOES NOT CAUSE A NUISANCE OR CAUSE

WATER AWAY FROM ANY IMMEDIATE WORK AREA, EXERCISE DUE CARE TO ENSURE

INSTALL BENDS AND ASSOCIATED PIPING, AS NEEDED, TO DIRECT THE FLUSHING OF2.

A MINIMUM VELOCITY OF 2.5 FEET PER SECOND IN THE PIPE, FITTINGS, ETC.

FLUSHED TO REMOVE ANY DEBRIS AND ANY OTHER FOREIGN MATTER BY ACHIEVING

UPON FINISHING OF THE PIPE INSTALLATION FOR ANY SECTION. THE MAIN SHALL BE1.

WATERLINE/DISCHARGE PIPE

WELL

W E

DRY BORING, BORING WITH DRILLING FLUIDS, TUNNELING AND DIRECTIONAL BORING.

PERMIT TO CONSTRUCT PIPELINE ALONG OR ACROSS STATE HIGHWAY, ETC., ATTACHMENT A, JACKING, ACCORDANCE WITH MDOT REQUIREMENTS LISTED ON PERMIT FORM MND-002, APPLICATION FOR

JACKING, DRY BORING, BORING WITH DRILLING FLUIDS, TUNNELING, OR DIRECTIONAL BORING IN

MISSISSIPPI DEPARTMENT OF TRANSPORTATION (I.E. HIGHWAY 49) WILL BE ACCOMPLISHED BY

OF HIGHWAYS, FRONTAGE ROADS, AND INTERSECTING ROADS AND STREETS MAINTAINED BY THE

UNDERGROUND UTILITY LINES CROSSING TREATED DESIGN SOILS, SUB-BASES, BASES, OR PAVEMENTS5.

PROPOSED WORK.

COORDINATION WITH THE COUNTY ENGINEER AND LOCAL GOVERNMENT TO INFORM THE PUBLIC OF

TO MINIMIZE IMPACTS TO LOCAL TRAFFIC. TRAFFIC CONTROL MUST BE PROVIDED, ALONG WITH

MATERIAL. THE ORIGINAL SURFACE WILL BE RESTORED. THE CONTRACTOR MUST MAKE ALL EFFORTS

EACH LIFT BEING COMPACTED TO A DENSITY EQUAL TO OR EXCEEDING THAT OF THE ADJACENT

THE TRENCH WILL BE IMMEDIATELY BACKFILLED IN LIFTS NOT EXCEEDING SIX (6) INCHES THICK, BE ACCOMPLISHED BY OPEN TRENCHING. AFTER THE ENCASEMENT OR THE CARRIER PIPE IS LAID, UNDERGROUND UTILITY LINES CROSSING DIRT OR GRAVEL COUNTY ROADWAYS (I.E. CR 517) MAY 4.

TO FUSE JOINTS TO SATISFY BORING PERMIT REQUIREMENTS.

FOR PIPE INSTALLATION WITHIN MDOT RIGHTS OF WAY, THE CONTRACTOR MAY BE REQUIRED3.

DO NOT EXCEED 80% OF MANUFACTURER'S RECOMMENDED MINIMUM BEND RADIUS.2.

PIPE IS SEWER, 12” IF OTHER.

VERTICAL SEPARATION FROM CONFLICT PIPE AND NEW PIPE SHALL BE 24” MIN. IF CONFLICT 1.

INJECTION WELL BACKFLUSH SYSTEM (BID OPTION):

CONDITIONS AND SHALL RECIEVE TOPSOIL AS NECESSARY.

ALL DISTURBED AREAS WITHIN THE CROP FIELDS SHALL BE RETURNED TO EXISTING SITE18.

THE PROPERTY OF THE CONTRACTOR.

TO AN APPROVED DISPOSAL AREA. IN ADDITION, THE REMOVED MATERIAL SHALL BECOME

ANY MATERIAL AND/OR DEBRIS REMOVED FROM THE RIGHT-OF-WAY SHALL BE TAKEN17.

INSTALLATIONS.

CONTRACTOR IS ALLOWED A MAXIMUM OF 1500 LF OPEN TRENCH DURING PIPELINE16.

OFFICE REPRESENTATIVE.

AND MAKING ADJUSTMENTS AS NECESSARY WITH THE APPROVAL OF THE CONTRACTING

THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFICATION OF EXISTING GRADES15.

SUBMITTING FOR APPROVAL.

BE INCLUDED IN THE CONTRACTOR'S EROSION CONTROL PLAN PRIOR TO

CONSTRUCTION. ANY ADDITIONAL SILT BASINS NOT SHOWN IN THE PLANS SHALL

PLAN PRIOR TO COMMENCEMENT OF WORK AND MAINTAIN THE PLAN DURING

DURING CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL

SILT DOES NOT LEAVE THE RIGHT-OF-WAY OR CONTAMINATE WATERS OF THE U.S.

REQUIREMENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT

THE EROSION CONTROL DEVICES REFERENCED IN THESE PLANS ARE A MINIMUM14.

MATERIAL, THE COST OF WHICH WILL BE ABSORBED IN OTHER ITEMS BID.

VEGETATIVE MATERIAL WILL BE REMOVED PRIOR TO PLACEMENT OF GRANULAR13.

DAMAGED ITEMS.

CONTRACT. NO PAYMENT WILL BE MADE FOR REPLACEMENT OR REPAIR OF

OFFICE REPRESENTATIVE, ANY STRUCTURES DAMAGED DURING THE LIFE OF THE

CONTRACTOR SHALL REPLACE OR REPAIR, AS DIRECTED BY THE CONTRACTING

BRIDGES FROM DAMAGE WHICH MIGHT OCCUR DURING CONSTRUCTION. THE

STRUCTURES SUCH AS, BUT NOT LIMITED TO, PIPES, INLETS, APRONS, AND

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING 12.

IDENTIFICATION OF UNDERGROUND UTILITIES.

PRIOR TO CONSTRUCTION. CONTRACTOR TO CALL 811 OR 1-800-227-6477 FOR

CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING SITE CONDITIONS11.

CONNECTIONS. ARS IS RESPONSIBLE FOR THE POWER BILL.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMMODATE THE SERVICE

METER AND BEYOND WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

UTILITIES TO PROVIDE POWER TO EACH SITE. POWER FROM THE SERVICE

THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE LOCAL10.

REFER TO SHEET C-601 FOR CONTROL POINTS.9.

BORE UNDER U.S. HIGHWAY 49 IN LEFLORE COUNTY.

662-934-8391, AT LEAST 48 HOURS PRIOR TO BEGINNING WORK TO JACK AND

INSPECTOR AT MDOT'S BATESVILLE DISTRICT OFFICE, TELEPHONE NUMBER

CONTRACTOR SHALL CONTACT MR. ROBERT BUFORD, DISTRICT PERMIT 8.

WITH A MINIMUM DEPTH OF 2 FT FOR THE DISCHARGE PIPE (BID OPTION).

THE PIPE CONNECTING THE INJECTION WELLS TO THE EXTRACTION WELL AND

CONTRACTOR TO INSTALL 12" PVC PIPE WITH A MINIMUM DEPTH OF 4 FT FOR7.

ALL UNITS ARE U.S. SURVEY FOOT.6.

TRENCHING, ETC.) OR DEMOLITION ACTIVITY.

HOURS PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION (DIGGING,

CONTACT THE MISSISSIPPI ONE CALL SYSTEM (1-800-227-6477) A MINIMUM OF 48

IN ORDER TO ENSURE THE SAFETY OF ALL PARTIES, THE PERMITTEE SHALL 5.

DURING CONSTRUCTION.

EXISTING DRAINAGE SHALL NOT BE BLOCKED WITH EXCAVATED MATERIAL 4.

STAGING AREAS AS NEEDED FOR WORK.

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTRUCTION 3.

WITH "N.T.S.", CONTRACTOR TO ASSUME DRAWING IS NOT TO SCALE.

FOR INSTANCES WHERE SCALE IS NOT PROVIDED ON DRAWING OR DENOTED2.

AERIAL IMAGERY SHOWN IN THIS PLAN WAS TAKEN IN 2017.1.

REFER TO SHEETS C-101, C-102, C-401, C-502, C-503, E-602, AND E-604 FOR BID OPTION WORK. 4.

SHEET E-602 IS APPLICABLE TO BID OPTION 1 ONLY. 3.

SHEET E-601 IS APPLICABLE TO BASE BID ONLY.2.

TO THE PLANS AND SPECIFICATIONS.

INCLUDING ANY INCIDENTALS REQUIRED TO CONSTRUCT A COMPLETE AND USABLE PROJECT ACCORDING

POWER, TRANSFORMERS, INJECTION WELL MOTOR CONTROL CENTER, AND 8-INCH PVC DISCHARGE PIPE, BUTTERFLY VALVES/ACTUATORS, 1-INCH COMBINATION AIR VACUUM RELEASE VALVES, 3-PHASE OVERHEAD

STAINLESS STEEL PIPING WITH FITTINGS, 6-INCH CARBON STEEL PIPING WITH FITTINGS, 6-INCH

ITEMS FOR BID OPTION WORK INCLUDE: SUBMERSIBLE TURBINE PUMPS (STAINLESS STEEL), 6-INCH1.

BLIND FLANGES, AND BENDS DEFLECTING 11.24 DEGREES OR MORE VERTICALLY.

THRUST BLOCKS SHALL BE PROVIDED AT ALL VALVES, PLUGS, CAPS, REDUCERS,3.

ALL BENDS, TEES, AND ELBOWS.

THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WITH DETAILS SHOWN AT2.

OF THE PIPE/CASING TO FINISH DRIVE OR NATURAL EARTHEN GRADE.

ALL TRENCHING OR BORES SHALL MAINTAIN A MINIMUM 48”COVER FROM THE TOP 1.

A U

G U

S T

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

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

(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)

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

.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

" 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

* 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 .

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

< 250

> 4000 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 strengths from unconfined compression test are shown.

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

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

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

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

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

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

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)

CLAYS

CONSISTENCY

FOR COHESIVE SOILS

COLOR MODIFICATIONS MODIFICATIONS

10 10

0 20 40 60 80

"U L

N E

CL - ML OL

L. L. - LIQUID LIMIT

PLASTICITY CHART

For classification of fine - grained soils

P I P

L A

S T

Y I

N D

E X

CONSISTENCY

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

SYMBOL

COHESION IN LBS./SQ. FT. FROM

UNCONFINED COMPRESSION TEST

vSo

St vSt

2000 - 4000

1000 - 2000

500 - 1000

250 - 500

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

extraction site.

is installed at injection site but no recent readings are available. USDA is installing peizometers at water will not be encountered at the locations or within the vertical reaches of such borings. Piezometer 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

GENERAL NOTES

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O T S

T U

D Y P

R O J E

C T

U S

D A A

R S G

R O

U N

D W

A T

E R T

R A

N S

F E

R A

N D I

N J E

C T

S U

P P

O R

T F

O R O

T H

E R

M O

N E

P I

A L

O N

G T

H E T

A L L

A H

A T

C H

E R

K S

B U

R G

P I

K S

B U

R G D

T R

J R

R T

A .C .M .E S

E C

D A

W A

L L

A C

E P .E

B-001

R H

G E

N E

R A

L N

O T

E S A

N D L

E G

E N

W E

A U

G U

S T

MONITORING WELL #9

MONITORING WELL #5

MONITORING WELL #7

MONITORING WELL #8

MONITORING WELL #6

MONITORING WELL #2

MONITORING WELL #1

MONITORING WELL #3

MONITORING WELL #4

MONITORING WELL #10

ARS-1-17

ARS-2-17

ARS-3-17

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

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

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O T S

T U

D Y P

R O J E

C T

U S

D A A

R S G

R O

U N

D W

A T

E R T

R A

N S

F E

R A

N D I

N J E

C T

S U

P P

O R

T F

O R O

T H

E R

M O

N E

P I

A L

O N

G T

H E T

A L L

A H

A T

C H

E R

K S

B U

R G

P I

K S

B U

R G D

T R

J R

R T

A .C .M .E S

E C

D A

W A

L L

A C

E P .E

B-101

R H

M O

O R

G W

E L L S

B O

G L

A Y

O U

T A

N D

800'0 400'

SCALE: 1" = 400'

C R

H W

WELL TABULATIONS.

REFER TO SHEET C-601 FOR BORING AND MONITORING2.

MONITORING WELLS WILL BE CONSTRUCTED BY OTHERS.1.

NOTES:

W E

A U

G U

S T

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

CL-ML

SP-SM

(7)

(10)

(6)

(3)

(6)

(5)

(16)

(20)

(13)

(24)

(33)

(55)

(40)

(19)

(36)

(59)

(39)

(45)

(44)

(60)

(40)

(100+)

(97)

(98)

(56)

(65)

(90)

(100+)

(47)

(44)

(45)

0.301

0.211

0.165

0.168

0.125

0.219

0.163

0.152

0.112

0.179

0.120

0.198

0.187

SAS

M,F

M,F,G

LG,F,M

M,F

F,M,G

F,M

M,F,G

F,G

F,M,G

GR&BR

GR&BK

GR&BR

10-25-2017

1O D

LONG. 901805.6

LAT. 323544.4

LL W

FIELD BOOK NO. B.B. 8256

ARS-1-17T

136.4G.S.E.PL

SP-SM

(16)

(10)

(8)

(10)

(8)

(11)

(8)

(4)

(14)

(23)

(24)

(19)

(16)

(53)

(20)

(17)

(9)

(26)

(38)

(46)

(43)

(40)

(60)

(43)

(88)

(79)

(100+)

(49)

(79)

0.223

0.384

0.339

0.223

0.180

0.163

0.317

0.148

0.132

0.501

0.136

0.137

SIS

M,C,G

M,G

F,G

M,F,G

M,F

G,M

11-06-2017

1O D

LONG. 901801.8

LAT. 333544.6

LL W

FIELD BOOK NO. B.B. 8256

ARS-2-17

136.5G.S.E.PL

SP-SM

(12)

(7)

(4)

(11)

(14)

(6)

(16)

(27)

(28)

(26)

(40)

(31)

(32)

(34)

(32)

(27)

(30)

(26)

(34)

(35)

(23)

(37)

(35)

(28)

(59)

(22)

(63)

(59)

(100+)

(45)

(25)

(71)

(30)

(100+)

(21)

(59)

(99)

(49)

0.177

0.206

0.201

0.192

M,F

F,M

F,M,G

F,M

M,F

M,F,G

M,F

M,G

M,F,-200=7.1% FINER

F,M,G

M,F,-200=1.8% FINER

11-18-2017

1O D

LONG. 901801.6

LAT. 333544.6

LL W

FIELD BOOK NO. B.B. 8256

ARS-3-17

136.7G.S.E.PL

E L E

V A

.A .V .D

E L E

V A

.A .V .D

D E

R F

A C

E T

D E

R F

A C

E T

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O T S

T U

D Y P

R O J E

C T

U S

D A A

R S G

R O

U N

D W

A T

E R T

R A

N S

F E

R A

N D I

N J E

C T

S U

P P

O R

T F

O R O

T H

E R

M O

N E

P I

A L

O N

G T

H E T

A L L

A H

A T

C H

E R

K S

B U

R G

P I

K S

B U

R G D

T R

J R

R T

A .C .M .E S

E C

D A

W A

L L

A C

E P .E

B-201

R H

B O

G P

R O

E S

T O

P S

T R

A T

U M

S U

B S

T R

A T

U M

T O

P S

T R

A T

U M

S U

B S

T R

A T

U M

SURFACE

POTENTIOMETRIC

W E

A U

G U

S T

EXTRACTION WELL

INJECTION WELLS

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

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

C R

H W

C R

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O T S

T U

D Y P

R O J E

C T

U S

D A A

R S G

R O

U N

D W

A T

E R T

R A

N S

F E

R A

N D I

N J E

C T

S U

P P

O R

T F

O R O

T H

E R

M O

N E

P I

A L

O N

G T

H E T

A L L

A H

A T

C H

E R

K S

B U

R G

P I

K S

B U

R G D

T R

800'0 400'

W A

L L

A C

E P .E

C-100

R H

O V

E R

A L L S

E M

A P

C-101 C-102

C-103

C-104

C-105

C-106

C-107 C-108

SCALE: 1" = 400'

L M J R

R T

A .C .M .E S

E C

T A

L L

A H

A T

C H

E R

EXTRACTION WELL SITE IS ON SHEET C-108.2.

INJECTION WELL SITE IS ON SHEET C-101.1.

NOTES:

W E

A U

G U

S T

4B 51

12" PVC WATERLINE12" PVC WATERLINE

E=2306281.74 N=1490078.24

INJECTION WELL "A"

E=2306563.74 N=1490139.96

INJECTION WELL "B"

EXTRACTION WELL

INJECTION WELLS FROM

12" PVC WATERLINE TO BOTH

50'

APPROX. EDGE OF UNIMPROVED ROAD

SECURITY FENCE

RACK

TRUCK WASHDOWN

(BID OPTION)

POWER TO BOTH INJECTION WELLS

CONTRACTOR TO INSTALL 3 PHASE

E=2306560.86 N=1490153.14

INJECTION WELLS (BID OPTION)

MOTOR CONTROL CENTER FOR

(BID OPTION)

8" PVC DISCHARGE PIPE

(BID OPTION)

8" PVC DISCHARGE PIPE

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

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

ARS-2-17

ARS-1-17

C R

ARS-2-17

ARS-1-17

E X

G S

-P

H A S E O

V E R

H E A D

A E

EXISTING 3-PHASE OVERHEAD

ELECTRIC (ENTERGY)

L O

C A T

N O

F P

R O P

O S E

-P

H A S E P

O W

E R (B

P T

S E E N

O T E

L O

C A T

N O

F P

R O

P O

S E

-P

H A S E P

O W

E R B

P T

S E E N

O T E

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O T S

T U

D Y P

R O J E

C T

U S

D A A

R S G

R O

U N

D W

A T

E R T

R A

N S

F E

R A

N D I

N J E

C T

S U

P P

O R

T F

O R O

T H

E R

M O

N E

P I

A L

O N

G T

H E T

A L L

A H

A T

C H

E R

K S

B U

R G

P I

K S

B U

R G D

T R

50' 100'0

SCALE: 1" = 50'

R T

A .C .M .E S

E C

D A

W A

L L

A C

E P .E

C-101

R H

J E

C T

N W

E L L S

A N

B S

E P

L A

M A

T C

H L

E S

E E S

H E

E T C -1

DO NOT DISTURB

12" PVC WATERLINE

OF ROW TO WATERLINE

APPROX. 10' OFFSET FROM EDGE

W E

ROW TO DISCHARGE PIPE (BID OPTION)

APPROX. 10' OFFSET FROM EDGE OF

AWARDED.

SYSTEM ARE ONLY REQUIRED IF THE BID OPTION IS

ITEMS ASSOCIATED WITH THE INJECTION WELL BACKFLUSH4.

3-PHASE POWER INFORMATION FROM DELTA ELECTRIC.

CONTACT HAROLD PITTMAN AT 662-453-6352 FOR 3.

SITE PLAN AND PIPING LAYOUT.

SEE SHEET C-401 FOR ENLARGED INJECTION WELLS2.

ROAD IS NOT PAVED.1.

NOTES:

A U

G U

S T

12'

12" PVC WATERLINE

38 37

OF EROSION CONTROL WATTLE

CONTRACTOR TO INSTALL 50 LF

APPROX. EDGE OF UNIMPROVED ROAD

RELEASE VALVE

AIR/VACUUM

(BID OPTION)

TOP BANK OF EXISTING DRAINAGE DITCH

W/ 18" OF R200 RIPRAP FROM TOP BANK TO

ON THE END OF THE 8" DISCHARGE PIPE

CONTRACTOR TO INSTALL FLAP VALVE

OF ROW TO DISCHARGE PIPE (BID OPTION)

APPROX. 10' OFFSET FROM EDGE

(BID OPTION)

8" PVC DISCHARGE PIPE

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

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

OF EROSION CONTROL WATTLE

CONTRACTOR TO INSTALL 50 LF

OF EROSION CONTROL WATTLE

CONTRACTOR TO INSTALL 40 LF

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O T S

T U

D Y P

R O J E

C T

U S

D A A

R S G

R O

U N

D W

A T

E R T

R A

N S

F E

R A

N D I

N J E

C T

S U

P P

O R

T F

O R O

T H

E R

M O

N E

P I

A L

O N

G T

H E T

A L L

A H

A T

C H

E R

K S

B U

R G

P I

K S

B U

R G D

T R

L M J R

R T

A .C .M .E S

E C

D A

W A

L L

A C

E P .E

C-102

R H

M A

T C

H L

E S

E E S

H E

E T C -1

M A T C

H L

- S

E E S

H E E T C -1

OF ROW TO WATERLINE

APPROX. 10' OFFSET FROM EDGE

W E

ELECTRIC (ENTERGY)

EXISTING 3-PHASE OVERHEAD

AWARDED.

SYSTEM ARE ONLY REQUIRED IF THE BID OPTION IS

ITEMS ASSOCIATED WITH THE INJECTION WELL BACKFLUSH4.

VALVE.

CONCRETE/STEEL CAP SIZED TO PROTECT THE AIR RELEASE

SHELF/COMMERCIALLY AVAILABLE STEEL PIPE WITH

MANUAL. THE ENCLOSURE WILL BE OFF THE

AIR/VACUUM RELEASE VALVE TO BE SIZED PER AWWA M513.

AIR/VACUUM RELEASE VALVE TO BE MARKED IN THE FIELD.2.

ROAD IS NOT PAVED.1.

NOTES:

S H

E E

T O

E P

L A

A U

G U

S T

12" PVC WATERLINE

(DO NOT DISTURB)

TOP EL. 128.899

INV. 127.454

EXISTING STEEL PIPE

(DO NOT DISTURB)

TOP EL. 127.898

INV. 126.106

EXISTING STEEL PIPE

(DO NOT DISTURB)

TOP EL. 128.403

INV. 125.902

EXISTING STEEL PIPE

(DO NOT DISTURB)

TOP EL. 127.705

INV. 126.215

EXISTING STEEL PIPE

OF ROW TO WATERLINE

APPROX. 10' OFFSET FROM EDGE

APPROX. EDGE OF UNIMPROVED ROAD

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

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:14:04 PM 8/7/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/USDA ARS Groundwater Transfer and Injection Pilot Study/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/C

O T S

T U

D Y P

R O J E

C T

U S

D A A

R S G

R O

U N

D W

A T

E R T

R A

N S

F E

R A

N D I

N J E

C T

S U

P P

O R

T F

O R O

T H

E R

M O

N E

P I

A L

O N

G T

H E T

A L L

A H

A T

C H

E R

K S

B U

R G

P I

K S

B U

R G D

T R

L M J R

R T

A .C .M .E S

E C

D A

W A

L L

A C

E P .E

C-103

R H

M A

T C

H L

E S

E E S

H E

E T C -1

M A

T C

H L

E S

E E S

H E

E T C -1

ROAD IS NOT PAVED.1.

NOTES:

W E

S H

E E

T O

E P

L A

A U

G U

S T

12" PVC WATERLINE

OF EROSION CONTROL WATTLE

CONTRACTOR TO INSTALL 10 LF

OF ROW TO WATERLINE

APPROX. 10' OFFSET FROM EDGE

APPROX. EDGE OF UNIMPROVED ROAD

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

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:14:27 PM 8/7/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/USDA ARS Groundwater Transfer and Injection Pilot Study/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/C

O T S

T U

D Y P

R O J E

C T

U S

D A A

R S G

R O

U N

D W

A T

E R T

R A

N S

F E

R A

N D I

N J E

C T

S U

P P

O R

T F

O R O

T H

E R

M O

N E

P I

A L

O N

G T

H E T

A L L

A H

A T

C H

E R

K S

B U

R G

P I

K S

B U

R G D

T R

L M J R

R T

A .C .M .E S

E C

D A

W A

L L

A C

E P .E

C-104

R H

M A T C

H L

E S

E E S

H E E T C -1

M A

T C

H L

E S

E E S

H E

E T C -1

ROAD IS NOT PAVED.1.

NOTES:

W E

S H

E E

T O

E P

L A

A U

G U

S T

30 29

OF EROSION CONTROL WATTLE

CONTRACTOR TO INSTALL 10 LF

(DO NOT DISTURB)

TOP EL. 129.103

INV. 127.528

EXISTING PLASTIC PIPE

(DO NOT DISTURB)

TOP EL. 128.204

INV. 127.166

EXISTING STEEL PIPE

(DO NOT DISTURB)

TOP EL. 128.517

INV. 126.524

EXISTING STEEL PIPE

12" PVC WATERLINE

OF ROW TO WATERLINE

APPROX. 30' OFFSET FROM EDGE

OF ROW TO WATERLINE

APPROX. 10' OFFSET FROM EDGE

APPROX. EDGE OF UNIMPROVED ROAD

RELEASE VALVE

AIR/VACUUM

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

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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:14:47 PM 8/7/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/USDA ARS Groundwater Transfer and Injection Pilot Study/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/C

O T S

T U

D Y P

R O J E

C T

U S

D A A

R S G

R O

U N

D W

A T

E R T

R A

N S

F E

R A

N D I

N J E

C T

S U

P P

O R

T F

O R O

T H

E R

M O

N E

P I

A L

O N

G T

H E T

A L L

A H

A T

C H

E R

K S

B U

R G

P I

K S

B U

R G D

T R

L M J R

R T

A .C .M .E S

E C

D A

W A

L L

A C

E P .E

C-105

R H

M A

T C

H L

E S

E E S

H E

E T C -1

M A

T C

H L

E S

E E S

H E

E T C -1

(DO NOT DISTURB)

TOP EL. 127.812

INV. 126.174

EXISTING PLASTIC PIPE

OF ROW TO WATERLINE

APPROX. 10' OFFSET FROM EDGE

W E

VALVE.

CONCRETE/STEEL CAP SIZED TO PROTECT THE AIR RELEASE

SHELF/COMMERCIALLY AVAILABLE STEEL PIPE WITH

MANUAL. THE ENCLOSURE WILL BE OFF THE

AIR/VACUUM RELEASE VALVE TO BE SIZED PER AWWA M513.

AIR/VACUUM RELEASE VALVE TO BE MARKED IN THE FIELD.2.

ROAD IS NOT PAVED.1.

NOTES:

S H

E E

T O

E P

L A

A U

G U

S T

CONTRACTOR TO INSTALL 10 LF

12" PVC WATERLINE

(DO NOT DISTURB)

TOP EL. 130.988

INV. 129.237

EXISTING 15" CMP

(DO NOT DISTURB)

TOP EL. 130.153

INV. 128.464

EXISTING 15" CMP

(DO NOT DISTURB)

TOP EL. 131.405

INV. 130.212

EXISTING 15" CMP

(DO NOT DISTURB)

TOP EL. 130.175

INV. 128.873

EXISTING 15" CMP

OF ROW TO WATERLINE

APPROX. 10' OFFSET FROM EDGE

APPROX. EDGE OF UNIMPROVED ROAD

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

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

-P

H A

S E O

V E

R H

E A

D E

L E

C T

(D E

L T

A E

L E

C T

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:15:07 PM 8/7/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/USDA ARS Groundwater Transfer and Injection Pilot Study/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/C

O T S

T U

D Y P

R O J E

C T

U S

D A A

R S G

R O

U N

D W

A T

E R T

R A

N S

F E

R A

N D I

N J E

C T

S U

P P

O R

T F

O R O

T H

E R

M O

N E

P I

A L

O N

G T

H E T

A L L

A H

A T

C H

E R

K S

B U

R G

P I

K S

B U

R G D

T R

L M J R

R T

A .C .M .E S

E C

D A

W A

L L

A C

E P .E

C-106

R H

M A

T C

H L

E S

E E S

H E

E T C -1

M A

T C

H L

E S

E E S

H E

E T C -1

ROAD IS NOT PAVED.1.

NOTES:

W E

S H

E E

T O

E P

L A

A U

G U

S T

STATION # 297+86

U.S. HIGHWAY 49

12" PVC WATERLINE

(DO NOT DISTURB)

TOP EL. 131.317

INV. 127.704

EXISTING 6' X 4' BOX CULVERT

(DO NOT DISTURB)

TOP EL. 131.207

INV. 129.396

EXISTING 6' X 4' BOX CULVERT

OF ROW TO WATERLINE

APPROX. 10' OFFSET FROM EDGE

OF ROW TO WATERLINE

APPROX. 10' OFFSET FROM EDGE

APPROX. EDGE OF UNIMPROVED ROAD

RELEASE VALVE

AIR/VACUUM

HWY 49, WITH A MIN. 4' OF COVER

STEEL ENCASEMENT UNDER

12" PVC PIPE WITH 18"

CONTRACTOR TO JACK & BORE

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

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

-P

H A S

E O

V E

R H

E A

D E

L E

C T

(D E

L T

A E

L E

C T

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:15:25 PM 8/7/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/08 - Tallahatchie River Projects/USDA ARS Groundwater Transfer and Injection Pilot Study/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/C

O T S

T U

D Y P

R O J E

C T

U S

D A A

R S G

R O

U N

D…

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