17b0020.pdf

PDF 39 MB Posted Jul 26, 2017

Attached to: FC/MR&T, Yazoo Basin, Hickahala-Senotobia Watershed, Tate County, MS, MS Delta Headwater Proj, Low Drop Grade Control Structure LD1701
Solicitation number: W912EE17B0020
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

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B01_OfficialAbstract_17B20.pdf	PDF	Aug 29, 2017
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am01_B0020.pdf	PDF	Aug 1, 2017
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385-1-1.pdf	PDF	Jul 26, 2017

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®of Engineers

US Army Corps of Engineers

US Army Corps

Solicitation: W912EE-17-B-0020

Contract: W912EE-XX-X-XXXX

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

C O

L E

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

A P

P R

O V

A L R

E C

O M

M E

N D

E D B

A P

P R

O V

E D B

Vicksburg District

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

Tate County, Mississippi

FCMR&T

Mississippi Delta Headwaters Project

A N

G -0 c o v .d g n

G-001

C O

V E

R S

H E

E T

July 2017

Yazoo Basin

LD-17-01

Low Drop Grade Control Structure

Hickahala-Senotobia Watershed

K A

H A

L A -S

E N

O T

O B

A T

E R

S H

E D T

A T

E C

O U

N T

M S

F C /M

Y A

Z O

O B

A S

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

L O

W D

R O

P G

R A

D E C

O N

T R

O L S

T R

U C

T U

R E L

D -1

-0

E C D

S T

R U

C T

U R

E S S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®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

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

D E

N B

R A

N C

D a v id L

W a ll a c e P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

J u s ti n C a rt e r

J L

C T

A T

S U

B M

T E

D B

Y -1

-3

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

River

O U A C H I T A

RIVER

Missouri

River

Terre

Noire

Creek

C r e e k

Tu li p

Ozan

Cr ee k

Saline

R i v e r

Bayou

Bartholomew

Arkansas

River

Mi ss is si pp i

Ri ve r

M o r o

C r e e k

Boe uf

Riv er

Ba yo u

Ma co n

Tens as

R i v e r

Ba yo u

Ba rt ho lo me w

O v e r f l o w

C r e e k

Big

Ba yo u

Bo eu f

R i v e r

C o l e w a

Cr ee k

T e n s a s

R i v e r

O U A C H I T A

RIVER

Little

Corney

Bayou

D'Arbonne

Bayou

Middle

Fork

Bayou

D'Arb onne

Dugdemona

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

Mi ss is si pp 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

Re d

C h u t e

M c

K i n n e y

B a y o u

Sulphur

River

P o s t e n

Ba yo u

B a y o u

Bo dc au

B a y o u

Do rc he at

D o r c h e a t

Bayou

RED

RIVER

Old River

B l a c k

L a k e

Bayou

Sa li ne

Ba yo u

Bayou

R e d

Chute

Iatt

Creek

Cane

River

Cyp res s

Bayou

Pierre

Black

Bayou

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

Ti pp ah

Tal lah atc hie

River

Sku na

River

Riv er

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

Ba yo u

Riv er

Otouca lofa 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 San d Cr

Teoc Cr

Potacocowa Cr

Sabougla

Tillatoba

Tall ahat chie

Ri ve r

Co ld wa te r

River

Abiaca

Pelucia

Chi cop a Cr

Fa nn eg us ha

Black

Tchu la

Lak e

S u n f l o w e r

River

Harris

Bayou

Indianola

Po rt er s

Bayou

Be ar

Cre ek

Q u i v e r

B l a c k

B a y o u

P A

N O

L A

FLO

ODWAY

Q U

M A

M a i n

Canal i g

S u n f l o w e r

Riv er

Cassidy

Bayou

W H

G T O

C H

A N

N E L

Ar ka bu tl a

Canal

Yocona R

Yocona

Yalob usha

Cr ee k

De er

Yazoo City

Hick ahal a

A U

R Y

River

Riv er

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

I C

G R E N A D A

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

RIV

R i v e r

Springs

Holly

Bi g

Bl ac k

River

Big Bywy Ditch

Yo ck an oo ka ny

Riv er

L o b u t c h a

Creek

Pear l

River

Reservoir

Ross Barnett

Tuscolameta

Creek

Pearl

RiverBogue

Chitto

W e s t

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

C r e e k

Buff alo

River

Ho mo ch it to

Ri ve r

Coles

Cre ek

Bayou

Pierre

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

I T

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

Bayou

Meto Salt

Little

W a b b a s e k a

Bayou

St ro ng

Riv er

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

Co nn er ly

Ba yo u

Macon

Lake

Canal

No.

Lake Calion

Lit tle

St John Lake

B a y o u

B i g

Ba yo u

Ca ne y

F l e s c h m a n s

B Mi ll

T e n s a s

Ba yo u R u s s

Ca na l

Canal

No.

Canal

No.

Black

Pond Slough

Ba yo u

Ma co n

B a y o u

M a c o n

Di ve rs on C an al N o.

Bo eu f

Ri ve r

Cl ay

146.4

6.2

13.9

8.0

7.1

Lo ng

Cocodrie

Wild Cow

Bayou

B a y o u

Lake Cheniere

Creek

Cheniere

Bawcomville

River Lake Black

Flood Wall

Columbia

Fulton

Field B

Ma ni ec e

Lewisville

L o g g y

Flate

R i v e r

Bourbeaux

Boyce

Colfax

Marksville

Moncla

Collins Cr

Satartia

Wolf

La ke

To ke ba

Lake

George

Panthe r

Creek

A U

R Y

C H

A N

N E L

L O

W E R

Snake

Marksville

Lake Bee

Lake Horseshoe

Ti pp o

B P a t t e r s o n

C r

Ma rs h

Tu rk ey B

Gi n

0+00 Miss River Levees

4519+76 Ark River Levees

J o n e s

Bayo u

Mound

Black

Bayou

Pa rk s

Bo gu e

H a s t y

Sn ak e

C r

C l e a r

Ditchlow

Ba yo u

Tw in L ak e

Bogue Phalia

Cutoff

Bolivar Lake

Lake Swan

Washington Lake

B a y o u

Dow lin g

Ri ve r

H u s h p u c k e n a

Lake Whiting

Mi ll

Hull

C r

Lake Moon

Pass Yazoo

7.8

7.5

69.7

9.4

BFi gh ti ng

6.5

Lake Wasp

Lock & Dam

Abandoned

22.2

Dawson

17.5

2.5

LOUISIANA

ARKANSAS

TENNESSEE

MISSISSIPPI

A S

Mc Ki nn ey

Laf our che

G arland C ity

Brake

Mathews

Alligator-Catfish

Bayous

B a y o u

Big

Choct aw

B a y o u

B o e u f

Creek

Staulkinghead

Little River

Pearl

West

River

P e a r l

River

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

Ba yo u

Sa ra

T h o m p s o n

Ri ve r

A m i t e

Wallace

Bayou

Rigolette

0.0 210.5

Canal

No.

Ext.

.4 0.

Canal

No.

Ext.

11.3

0.0

Bayou

Rapides

35.0

Wh it e

Ri ve r

D a v i d

B u r r e l l

Ba yo u B a y o u

23.2

Old

Ba yo u

B o b o

Ta ll ah at ch ie

Li tt le

Deep B

Tuck er

32.50

Ba yo u

35.0

B a y o u

Bayou

Meto B i g

Meto

Bayou

G-002

E X T

O D

R A

G S

' G -0

P ro je c t L o c a ti o n a n d I n d e x .d g n

SCALE 1 : 100,000

10000 20000 30000 40000 5000010000 5000

DWG. NO. TITLE

PROJECT LOCATION MAP

INDEX TO DRAWINGS

2. DRAWING WAS DEVELOPED USING UNITS OF US FEET.

NAVD88 VERTICAL DATUM.

SYSTEM, WEST ZONE, NAD83(2011) HORIZONTAL DATUM AND

PLANS ARE BASED ON MISSISSIPPI STATE PLANE COORDINATES

1. THE INFORMATION AND DESIGNS PRESENTED IN THESE

NOTE:

P R

O J E

C T L

O C

A T

N M

A P

PROJECT LOCATION

X-101

C-501

C-302

C-301

C-102

C-101

B-201

B-001

G-003

G-002

G-001

STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS

TYPICAL DETAILS

CROSS SECTIONS

PLAN AND PROFILE

FINAL SITE PLAN

EXISTING SITE PLAN

SOIL BORING PROFILE

SOIL BORING LEGEND

AERIAL PHOTOGRAPH AND R.O.W. MAP SITE LD-17-01

PROJECT LOCATION MAP AND INDEX TO DRAWINGS

COVER SHEET

K A

H A

L A -S

E N

O T

O B

A T

E R

S H

E D T

A T

E C

O U

N T

M S

F C /M

Y A

Z O

O B

A S

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

L O

W D

R O

P G

R A

D E C

O N

T R

O L S

T R

U C

T U

R E L

D -1

-0

E C D

S T

R U

C T

U R

E S S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®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

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

D E

N B

R A

N C

D a v id L

W a ll a c e P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

J u s ti n C a rt e r

J L

C T

A T

S U

B M

T E

D B

Y -1

-3

K A

H A

L A -S

E N

O T

O B

A T

E R

S H

E D T

A T

E C

O U

N T

M S

F C /M

Y A

Z O

O B

A S

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

L O

W D

R O

P G

R A

D E C

O N

T R

O L S

T R

U C

T U

R E L

D -1

-0

G-003

T A

G -0

A ll S it e s

A e ri a l P h o to a n d R

O W M a p d g n

A E

L P

H O

T O

G R

A P

H A

N D R .O .W M

D -1

-0

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

SHEET

IDENTIFICATION

D A

T E

A P

P R

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

US Army Corps of Engineers a u t o t im e

D E

N B

R A

N C

E C D

D a v id L

W a ll a c e P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

J u s ti n C a rt e r

J L

C T

A T

S U

B M

T E

D B

S T

R U

C T

U R

E S S

E C

Y -1

-3

F L

O W

A L

W O

O D

0 200200

SCALE: 1 IN. = 200 FT.

400 600 800 1000

AERIAL PHOTOGRAPH AND R.O.W. MAP SITE LD-17-01

250.0'

EDGE OF

FIELD ROAD

APPROX. L OF

EXIST. CROSSING

R.O.W.LIMIT

R.O.W. LIMIT

E 2,490,876.62 N 1,860,223.02

HARRIS CHAPEL RD.

W Y

A T

T E T

WOODS

R.O.W. LIMIT

N 2,491,306.64 E 1,859,978.58

CROP FIELD

WOODS

R.O.W. LIMIT

N 2,490,322.46 E 1,859,919.22

R.O.W. LIMIT

N 2,490,601.92 E 1,859,515.15

R.O.W. LIMITTOP BANK

R.O.W. LIMIT

B-001

O R

G L

E G

E N

B -0

B o ri n g L e g e n d .d g n

UNIFIED SOIL CLASSIFICATION

TYPICAL NAMES

SYM

BOL

LETTER

SYMBOL

TYPEMAJOR DIVISION

CLEAN

GRAVEL

G R

A V

E L

M o r e t h a n h a l f o f c o a r s e f r a c t i o n i s l a r g e r t h a n

.4 s i e v e s i z e

(Little or

No Fines )

GRAVEL

WITH 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 mixtures

SAND, Well-Graded, gravely sands

SAND, Poorly-Graded, gravely sands

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

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

CLEAN

SAND

SANDS

WITH FINES

SILTS AND

CLAYS

SILTS AND

CLAYS

F I N

A I N

I L

M o r e t h a n h a l f f m t e r i a l i s l a r g e r t h s i e v e s i z e

M o r e t h a n h a l f o f t h e m t e r i l i s s m a l l e r t h

.2 s i e v e s i z e

(Appreciable

Amount of

Fines)

M o r e t h a n h a l f o f c o a r s e f r a c t i o n i s s i e v e s i z e s m a l l e r t h

(Little or

No Fines )

(Liquid Limit

50 )

HIGHLY ORGANIC SOILS

WOOD

NO SAMPLE

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)

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 .

Results of these test are available for inspection in the U.S. Army Engineer District

Office, if these symbols appear beside the boring logs on the drawings.

Are natural water contents in percent dry weight

Are liquid and plastic limits, respectfully

Ground - water surface and date observed

Denotes location of sample subjected to consolidation test and each

FW Denotes free water

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

In parenthesis are driving resistances in blows per foot determined with a with a 30" drop standard split spoon sampler (1 " I.D., 2" O. D.) and a 140 lb. driving hammer per second of undisturbed sample

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

NOTES:

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

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

SYMBOLS TO LEFT OF BORING

FIGURES TO RIGHT OF BORING

GENERAL NOTES

1. While the borings are representative of subsurface conditions at their respective locations materials of the region are anticipated and, if encountered, such variations will not be in such borings on the dates shown. Absence of water surface data on certain borings indicates water will not be encountered at the locations or within the vertical reaches of such borings.

3. Consistency of cohesive soils shown on the boring logs is based on driller's log and visual examination and is approximate, except within those vertical reaches of the borings where shear strengths from unconfined compression test are shown.

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

DESCRIPTIVE SYMBOLS

0 20

60 80 100

L. L. - LIQUID LIMIT

CL - ML

CL OH

L A

S T I C I T

I N

D E

PLASTICITY CHART

"A L

"U L

For classification of fine - grained soils

COLOR SYMBOL

TAN

YELLOW

RED

BLACK

GRAY

LIGHT GRAY

DARK GRAY

BROWN

LIGHT BROWN

DARK BROWN

BROWNISH - GRAY

GRAYISH - BROWN

GREENISH - GRAY

GRAYISH - GREEN

GREEN

BLUE

BLUE - GREEN

WHITE

MOTTLED

REDDISH

lGr dGr

Br lBr dBr br Gr gy Br gn Gr gy Gn

Bl Gn

Mot rd

COLOR CONSISTENCY

FOR COHESIVE SOILS

CONSISTENCY

COHESION IN LBS./SQ. FT. FROM

UNCONFINED COMPRESSION TEST

SYMBOL

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

250 - 500

500 - 1000

1000 - 2000

2000 - 4000

V vSo

St vSt

Traces Tr- Sandy Silt strata SSIS

Fine F Silty Sand strata SISS

Medium M With w/

Coarse C Dense D

Concretions cc Very Dense vD

Rootlets rt

Lignite fragments lg

Shale fragments sh

Sandstone fragments sds

Shell fragments slf

Organic matter O

Clay strata or lenses CS

Silt strata or lenses SIS

Sand strata or lenses

Sandy

Gravely G

Boulders B

Slickensides SL

Wood Wd

Oxidized Ox

Crumbly Cr

Loose Lo

Vegetation Veg

MODIFICATION MODIFICATIONSYMBOL SYMBOL

MODIFICATIONS MODIFICATIONS

S A

N D

C O

A R

A I N

I L

S that no ground water data are available from the boring but does not necessarily mean that ground

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

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

When underlined denotes D size in m m of the above three types of shear test and for their respective vertical reaches, local variations characteristic of the subsurface considered as differing materially within the purview of contract clause DIFFERING SITE CONDITIONS.

ASTM D 2487, (2000) Classification of Soils for Engineering purposes.

2. Ground water elevations shown on the boring logs represent ground water surfaces encountered

Where underlined with a solid line denotes laboratory permeability in centimeters

K A

H A

L A -S

E N

O T

O B

A T

E R

S H

E D T

A T

E C

O U

N T

M S

F C /M

Y A

Z O

O B

A S

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

L O

W D

R O

P G

R A

D E C

O N

T R

O L S

T R

U C

T U

R E L

D -1

-0

E C D

S T

R U

C T

U R

E S S

E C

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®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

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

D E

N B

R A

N C

D a v id L

W a ll a c e P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

J u s ti n C a rt e r

J L

C T

A T

S U

B M

T E

D B

Y -1

-3

SIS,VST

BR&T

01-25-2017

1O D

LONG. 89.687547

LAT. 34.610596

LL W

FIELD BOOK NO. B.B. 8239

LD-17-01

424G.S.E.PL

E L E

V A

N I

N F

E E

T N .A .V .D

E L E

V A

N I

N F

E E

T N .A .V .D

SOIL BORING PROFILE

B-201

S O

O R

G P

R O

B -2

B o ri n g P ro fi le .d g n

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

SHEET

IDENTIFICATION

D A

T E

A P

P R

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

US Army Corps of Engineers

D E

N B

R A

N C

E C D

D a v id L

W a ll a c e P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

J u s ti n C a rt e r

J L

C T

A T

S U

B M

T E

D B

S T

R U

C T

U R

E S S

E C

Y -1

-3

K A

H A

L A -S

E N

O T

O B

A T

E R

S H

E D T

A T

E C

O U

N T

M S

F C /M

Y A

Z O

O B

A S

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

L O

W D

R O

P G

R A

D E C

O N

T R

O L S

T R

U C

T U

R E L

D -1

-0

K A

H A

L A -S

E N

O T

O B

A T

E R

S H

E D T

A T

E C

O U

N T

M S

F C /M

Y A

Z O

O B

A S

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

L O

W D

R O

P G

R A

D E C

O N

T R

O L S

T R

U C

T U

R E L

D -1

-0

IR BASE 1 (2016) (RTK)

Elev. 418.891

E C D

S T

R U

C T

U R

E S S

E C

C-101

E X

G S

E P

L A

C -1

E x is ti n g S it e P la n .d g n

SURVEY CONTROL

Name Northing Easting Elevation Description

IR BASE 1 1860058.939 2490728.817 418.891 5/8 Inch Iron Rod Set Approx. 230 Feet East of Woodline

IR LD-17-01A 1859437.783 2489848.083 415.165 5/8 Inch Iron Rod Set Approx. 60 Feet East of Woodline

IR LD-17-01B 1859883.407 2490463.467 416.286 5/8 Inch Iron Rod Set Approx. 35 Feet West of Woodline

IR LD-17-01C 1860391.078 2491079.643 420.597 5/8 Inch Iron Rod Set Approx. 105 Feet West of Woodline

TBMB 1859440.718 2490228.060 418.968 Cotton Spindle on North Top Bank of Creek in East Face of 20" Oak Tree

TBMA 1859886.449 2490840.643 423.783 Cotton Spindle on North Top Bank of Creek in North Face of 18" Sweet Gum Tree

FIELD BOOK #42099

HORIZONTAL DATUM: NAD 83(2011) MS WEST

VERTICAL DATUM: N.A.V.D. 88

SURVEYED BY: CHUSTZ SURVEYING

MSOX 1770433.421 2538305.852 557.180 BM MSOX PID DK6714 (COR) (2010) (NAD 83(2011) MS.W.-NAVD88)

YBS-2 1891731.818 2410528.585 250.496 BM YBS-2 (2010) (NAD 83(2011) MS.W.-NAVD88)

YBS-4 1890440.293 2580445.875 380.949 BM YBS-4 (2010) (NAD 83(2011) MS.W.-NAVD88

YBS-9 1820411.299 2449153.545 390.403 BM YBS-9 (2010) (NAD 83(2011) MS.W.-NAVD88)

YBS-10 1820505.536 2499842.945 293.687 BM YBS-10 (2010) (NAD 83(2011) MS.W.-NAVD88)

PRAP

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

SHEET

IDENTIFICATION

D A

T E

A P

P R

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

US Army Corps of Engineers

D E

N B

R A

N C

D a v id L

W a ll a c e P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

J u s ti n C a rt e r

J L

C T

A T

S U

B M

T E

D B

Y -1

-3

SCALE: 1"=60'

60' 120'

EXISTING SITE PLAN

HAT

THALWEG

INV. 24" CMP

EL. 404.370'

TOP EL. 406.389'

DO NOT DISTURB

405 405

F L

O W

E W

H A L

EDGE OF CONCRETE

SLAB ON RIPRAP

TO BE REMOVED

T O P

INV. 36" CMP

EL. 409.037'

TOP EL. 411.163'

DO NOT DISTURB

INV. 54" CMP DROP INLET

EL. 411.501'

TOP EL. 418.122'

DO NOT DISTURB

NCE

INV. 36" CMP

EL. 412.349'

TOP EL. 414.346'

DO NOT DISTURB

TOP DI

TOP DIT.

T O

P D

IR LD-17-01A (2016) (RTK)

Elev. 415.165

I D

IR LD-17-01B (2016) (RTK)

Elev. 416.286

CONCRETE SLAB AT RISER PIPE

DO NOT DISTURB

B B

FENCE

DO NOT DISTURB

E C

LD-17-01 TBMB

Elev. 418.968

E B

F E

BANK FAILURE

BORING LOCATION

N 1,859,791.44 E 2,490,900.72

420 4

B B

IR LD-17-01C (2016) (RTK)

Elev. 420.597

BANK FAILURE

P D

LD-17-01 TBMA

Elev. 423.783

B B

K A

H A

L A -S

E N

O T

O B

A T

E R

S H

E D T

A T

E C

O U

N T

M S

F C /M

Y A

Z O

O B

A S

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

L O

W D

R O

P G

R A

D E C

O N

T R

O L S

T R

U C

T U

R E L

D -1

-0

E C D

S T

R U

C T

U R

E S S

E C

FINAL SITE PLAN

A L S

E P

L A

C -1

F in a l S it e P la n .d g n

C-102FL

PRAP

F L

O W

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

SHEET

IDENTIFICATION

D A

T E

A P

P R

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

US Army Corps of Engineers

D E

N B

R A

N C

D a v id L

W a ll a c e P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

J u s ti n C a rt e r

J L

C T

A T

S U

B M

T E

D B

Y -1

-3

SCALE: 1"=60'

60' 120'

LOW DROP C

N 1,859,817.34

E 2,490,710.81

HAT

EXISTING RIPRAP

TO BE REMOVED

T H

A L

W E

INV. 24" CMP

EL. 404.370'

TOP EL. 406.389'

DO NOT DISTURB

LOW DROP C

N 1,859,827.32

E 2,490,911.57

RADIUS POINT

R = 80.00'

N 1,859,907.32

E 2,490,911.57

CURVE DATA

R = 80.00' L = 86.66' T = 48.13' ? = 62°03'45" C = 82.48'

405 405

E W

H A L

EDGE OF CONCRETE

SLAB ON RIPRAP

TO BE REMOVED

INV. 36" CMP

EL. 409.037'

TOP EL. 411.163'

DO NOT DISTURB

INV. 54" CMP DROP INLET

EL. 411.501'

TOP EL. 418.122'

DO NOT DISTURB

BFE

NCE B

INV. 36" CMP

EL. 412.349'

TOP EL. 414.346'

DO NOT DISTURB

B B

CONCRETE SLAB AT RISER PIPE

DO NOT DISTURB

B B

FENCE

DO NOT DISTURB

E C

E B

F E

LOW DROP C

N 1,859,869.84

E 2,490,982.24

B B

BANK FAILURE

N C

B B

K A

H A

L A -S

E N

O T

O B

A T

E R

S H

E D T

A T

E C

O U

N T

M S

F C /M

Y A

Z O

O B

A S

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

L O

W D

R O

P G

R A

D E C

O N

T R

O L S

T R

U C

T U

R E L

D -1

-0

E C D

S T

R U

C T

U R

E S S

E C

36" R650 RIPRAP

EL. 404.5

EL. 399.5

1 ON 5

1 ON 3

SEE DETAIL "A" DWG. C-501

SEE DETAIL "E" DWG. C-501

FILL TO EL. 420.0

EL. 410.0

1 ON 2.5 SLOPE

1 ON 7 SLOPE

1 ON 2.5 SLOPE

1 ON 7 SLOPE

SLOPE VARIES

FROM 1 ON 2.5 SLOPE

TO 1 ON 7 SLOPE

BOTH SIDES

SLOPE VARIES

LIMITS OF GROUTED

RIPRAP

P L

A N A

N D P

R O

C-301

C -3

P la n a n d P ro fi le .d g n

LIMITS OF

R200 RIPRAP

LIMITS OF

R200 RIPRAP

LIMITS OF

R650 RIPRAP

9" FILTER STONE

ENGINEERING FABRIC

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

SHEET

IDENTIFICATION

D A

T E

A P

P R

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

US Army Corps of Engineers

D E

N B

R A

N C

D a v id L

W a ll a c e P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

J u s ti n C a rt e r

J L

C T

A T

S U

B M

T E

D B

Y -1

-3

SCALE: 1"=30'

30' 60'

C-302

25.0'35.0'20.0'36.0'20.0'70.5'

66'-0"

EL.

392.5

EXISTING GROUND EXISTING GROUND

SHEETPILE WALL

PROFILE

PLAN

65.0'

THALWEG

NCE

B B

GROUTED RIPRAP LIMITS SLOPE TRANSITIONS

FROM 1 ON 7 SLOPE

TO 1 ON 2.5 SLOPE

BOTH SIDES

SLOPE TRANSITIONS

SLOPE VARIES

SHEETPILE WALL

B B

F E

N C

K A

H A

L A -S

E N

O T

O B

A T

E R

S H

E D T

A T

E C

O U

N T

M S

F C /M

Y A

Z O

O B

A S

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

L O

W D

R O

P G

R A

D E C

O N

T R

O L S

T R

U C

T U

R E L

D -1

-0

E C D

S T

R U

C T

U R

E S S

E C

20'-0"

30'-0"

20'-0"

10'-0"EL. 404.5

EL. 404.5

EL. 392.5

EL. 399.5

EL. 410.0

24" R200 RIPRAP

1 O N 2 .5

1 O N 2

.51 ON 2.5

1 ON 2.5

EXISTING GROUND SURFACE

SEE DETAIL "F"

DWG. C-501 (TYP.)

SEE DETAIL "F"

DWG. C-501 (TYP.)

SEE DETAIL "F"

DWG. C-501 (TYP.)

SEE DETAIL "F"

DWG. C-501 (TYP.)

SEE DETAIL "F"

DWG. C-501 (TYP.)

SEE DETAIL "F"

DWG. C-501 (TYP.)

SEE DETAIL "F"

DWG. C-501 (TYP.)

FILL

36" R650 RIPRAP GROUTED RIPRAP

GROUTED RIPRAP

36" R650 RIPRAP

36" R650 RIPRAP 36" R650 RIPRAP

36" R650 RIPRAP

60" R650 RIPRAP

C -3

C ro s s S e c ti o n s .d g n

C-302

C R

O S

S S

E C

N S

CROSS SECTIONS

SHEETPILE WALL

1 ON 7

9" FILTER STONE

ENGINEERING FABRIC

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

SHEET

IDENTIFICATION

D A

T E

A P

P R

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

US Army Corps of Engineers

D E

N B

R A

N C

D a v id L

W a ll a c e P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

J u s ti n C a rt e r

J L

C T

A T

S U

B M

T E

D B

Y -1

-3

A C-301

B C-301

C C-301

F C-301

E C-301

D C-301

G C-301

SECTION

SCALE 1 IN. = 20 FT

SECTION

SCALE 1 IN. = 20 FT

SECTION

SCALE 1 IN. = 20 FT

SECTION

SCALE 1 IN. = 20 FT

SECTION

SCALE 1 IN. = 20 FT

SECTION

SCALE 1 IN. = 20 FT

SECTION

SCALE 1 IN. = 20 FT

SCALE: 1"=20'

20' 40'

20'-0"

30'-0"

EXISTING GROUND SURFACE

1 ON 2.5

ENGINEERING FABRIC

K A

H A

L A -S

E N

O T

O B

A T

E R

S H

E D T

A T

E C

O U

N T

M S

F C /M

Y A

Z O

O B

A S

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

L O

W D

R O

P G

R A

D E C

O N

T R

O L S

T R

U C

T U

R E L

D -1

-0

E C D

S T

R U

C T

U R

E S S

E C

C-501

T Y

A L D

E T

S :1

LIMITS OF GROUTED RIPRAP

24" R200 RIPRAP

36" R650 RIPRAP

60" R650 RIPRAP

24" R200 RIPRAP

LIMITS OF GROUTED RIPRAP

36" R650 RIPRAP

EXISTING GROUND

36" R650 RIPRAP

EXISTING GROUND

C -5

T y p ic a l

D e ta il s .d g n

9" FILTER STONE

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

SHEET

IDENTIFICATION

D A

T E

A P

P R

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

US Army Corps of Engineers

D E

N B

R A

N C

D a v id L

W a ll a c e P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

J u s ti n C a rt e r

J L

C T

A T

S U

B M

T E

D B

Y -1

-3

DETAIL "C"

SCALE: NONE

DETAIL "B"

SCALE: NONE

DETAIL "A"

SCALE: NONE

DETAIL "D"

SCALE: NONE

DETAIL "E"

DETAIL "G"

SCALE: NONE

TYPICAL DETAILS

SCALE :NONE

SCALE: NONE

DETAIL "F"

24" R200 RIPRAP

60" R650 RIPRAP

12"

1 ON 2.5

1 O N

ENGINEERING FABRIC

2.0' LAP OF

ENGINEERING FABRIC

2.0' LAP OF

ENGINEERING FABRIC

24" R200 RIPRAP

10.0'

12"

1 ON 2.5

1 O N

1 ON 2.5

1 O N

1 ON 2.5

1 O N

1 ON 2.5

1 O N

2.0' LAP OF

ENGINEERING FABRIC

FLOW

1. EXCAVATE THE TRENCH.

WIDTH

BALE

2. PLACE BALES TIGHTLY TOGETHER AND STAKE.

4. BACKFILL AND COMPACT THE EXCAVATED SOIL.

STRAW BALE DETAILS

CONSTRUCTION OF A STRAW BALE BARRIER

SCALE: NONE

3. GAPS BETWEEN BALES SHALL BE CHINKED

(FILLED BY WEDGING WITH STRAW).

FLOW

PLAN

COMPACTED SOIL

(MIN.)

FLOW

POINTS A SHOULD BE HIGHER THAN POINT B

B A

F L

O W

A X

RUNOFF

STEEL OR WOOD POST

2'-0"

6'-0" TYPICAL

FILTER FABRIC -

ATTACH SECURELY TO UPSTREAM

SIDE OF POST.

4" x 4" TRENCH -

EXCAVATE, LINE WITH FILTER FABRIC

AS SHOWN AND BACKFILL WITH COMPACTED

MATERIAL.

9" (MAX. RECOMMENDED)

STORAGE HEIGHT.

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

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

STORM WATER POLLUTION PREVENTION PLAN

SCALE: NONE

TEMPORARY DIVERSION DIKE DETAIL

SILT SCREEN FENCE IN DRAINAGE

ELEVATION SECTION

PLAN

SCALE: NONE

S T

O R

M W

A T

E R P

O L L

U T

P R

E V

E N

N P

L A

N T

Y P

A L D

E T

INSPECT AND REPAIR FENCE AFTER EACH STORM

EVENT AND REMOVE SEDIMENT WHEN NECESSARY.

REMOVED SEDIMENT SHALL BE DEPOSITED TO AN

AREA THAT WILL NOT CONTRIBUTE SEDIMENT

OFF-SITE AND CAN BE PERMANENTLY STABILIZED.

SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE

CONTOURS TO MAXIMIZE PONDING EFFICIENCY.

EXTRA STRENGTH FILTER FABRIC REQUIRED

IF WIRE MESH SUPPORT IS NOT USED.

NOTES:

SCALE: NONE

CONSTRUCTION ENTRANCE & EXIT DETAILS

SILT SCREEN FENCE DETAILS

SCALE: NONE

X-101

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

SHEET

IDENTIFICATION

D A

T E

A P

P R

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

US Army Corps of Engineers

D E

N B

R A

N C

E C D

D a v id L

W a ll a c e P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

J u s ti n C a rt e r

J L

C T

A T

S U

B M

T E

D B

S T

R U

C T

U R

E S S

E C

Y -1

-3

K A

H A

L A -S

E N

O T

O B

A T

E R

S H

E D T

A T

E C

O U

N T

M S

F C /M

Y A

Z O

O B

A S

P I

D E

L T

A H

E A

D W

A T

E R

S P

R O J E

C T

L O

W D

R O

P G

R A

D E C

O N

T R

O L S

T R

U C

T U

R E L

D -1

-0

S W

P P

P T

X .D

G N

COARSE AGGREGATE

50' MIN. LENGTH

AS REQ'D

WIDTH

6" MIN. DEPTH

HARD

SURFACE

PUBLI

ROAD

G-002_Project Location and Index

Saved Views

PLOT

References

Design Model, G-BSDxxx.dgn

bdr, G-002_Project Location Map.dgn

G-003_All Sites_Aerial Photo and ROW Map

References

Design Model, G-BSDxxx.dgn

B-001_Boring Legend

References

Boring Legend.dgn

Design Model-1, G-BSDxxx.dgn

B-201 Boring Profile

References

Design Model, G-BSDxxx.dgn

C-101 Existing Site Plan

Saved Views

Origin, Iso

References

LD-17-01 (60 scale).dgn

Design Model, G-BSDxxx.dgn

C-102 Final Site Plan

Saved Views

Origin, Iso

References

LD-17-01 (60 scale dashed).dgn

Design Model, G-BSDxxx.dgn

LD-17-01 (70 scale) site plan.dgn

C-301 Plan and Profile

Saved Views

Origin, Iso

References

Plan, LD-17-01 (70 scale) site plan.dgn

LD-17-01 (30 SCALE DASHED).dgn

Design Model, G-BSDxxx.dgn

Profile, LD-17-01 (70 scale) site plan.dgn

C-302 Cross Sections

Saved Views

Origin, Iso

References

LD-17-01 (70 scale) site plan.dgn

Ref, LD-17-01 (70 scale) site plan.dgn

Ref-1, LD-17-01 (70 scale) site plan.dgn

Ref-2, LD-17-01 (70 scale) site plan.dgn

Ref-3, LD-17-01 (70 scale) site plan.dgn

Ref-4, LD-17-01 (70 scale) site plan.dgn

Ref-5, LD-17-01 (70 scale) site plan.dgn

Design Model, G-BSDxxx.dgn

C-501_Typical Details

References

Design Model, G-BSDxxx.dgn

Typical Details.dgn, Default

Ref, Typical Details.dgn, Default

SWPPPTD_C50X

References

Design Model, G-BSDxxx.dgn

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