16b0006.pdf

PDF 19 MB Posted Jul 22, 2016

Attached to: Flood Control, Mississippi River & Tributaries Yazoo Basin, Mississippi Tallahatchie County, Mississippi Upper Yazoo Project Item 7C Channel Improvement, US Army Corps Of Engineers, Vicksburg District
Solicitation number: W912EE-16-B-0006
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

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B10_bid_abstract_W912EE-16-B-0006.pdf	PDF	Aug 23, 2016
A22_W912EE-16-B-0006-0003.pdf	PDF	Aug 16, 2016
A22_W912EE-16-B-0006-0002.pdf	PDF	Aug 10, 2016
A22_W912EE-16-B-0006-0001.pdf	PDF	Jul 27, 2016
specs.pdf	PDF	Jul 22, 2016
SUMMARY.pdf	PDF	Jul 22, 2016

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®of Engineers

US Army Corps of Engineers

US Army Corps

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

G-001

C O

V E

R S

H E

E T

Contract: W912EE-

J L T

UPPER YAZOO PROJECTS, ITEM 7C

CHANNEL IMPROVEMENT J

N E

G -0

.d g n

Solicitation: W912EE-16-B-0006

JULY 2016

TALLAHATCHIE COUNTY, MISSISSIPPI

YAZOO BASIN, MISSISSIPPI

FLOOD CONTROL, MISSISSIPPI RIVER & TRIBUTARIES

INDEFINITE DELIVERY/ INDEFINITE QUANTITY CONTRACT

L E

V E

E D

R A

A G

E S

E C

E C D

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

S U

B M

T E

D B

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

W E

E -1

-B -0

W E

E -0

-C -x x x x

J L T

R W

J L T

C H

A N

N E

L I

M P

R O

V E

M E

N T

D a v id L

W a ll a c e P .E

T A

L L

A H

A T

C H

O U

N T

P I

U P

P E

R Y

A Z

O O P

R O J E

C T S

E M

Y -1

-3

J U

N E

E F

E D

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Y C

O N

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A C

F L

O O

D C

O N

T R

O L

P I

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U T

A R

Y A

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O B

A S

P I

V E

E D

R A

A G

E S

E C

E C D

CLARKSDALE

OXFORD

TUPELO

CORINTH

CLEVELAND

GREENVILLE

GREENWOOD

STARKVILLE

COLUMBUS

VICKSBURG

CANTON

JACKSON

MERIDIAN

BROOKHAVEN

LAUREL

HATTIESBURG

MCCOMB

PICAYUNE

BILOXI

GULFPORT PASCAGOULA

GULF OF MEXICO

NATCHEZ

25 45

ARKABUTLA

LAKE

SARDIS

LAKE

ENID

LAKE

GRENADA

LAKE

ROSS

BARNETT

RESERVOIR

YAZOO

CITY

W 49

TENNESSEE

A L

A B

A M

P I

R I V

E R

ARK.

LA.

LOUISIANA

VICINITY MAP

SCALE: NONE

PROJECT LOCATION MAP

SCALE 1:100,000

E X P

R O J E

C T L

O C

A T

Y M

A P

G-002

INDEX TO DRAWINGS

DESCRIPTIONDWG.NO.

G-002 INDEX, PROJECT LOCATION & VICINITY MAPS

C-101 PLAN AND PROFILE

C-103 PLAN AND PROFILE

C-104 PLAN AND PROFILE

B-201 SOIL BORING PROFILES

B-001 SOIL BORING LEGEND

G-001 COVER SHEET

-1

-2

DISPOSAL AREA 7C-2

DISPOSAL AREA 7C-3

LOWER LIMIT OF PROJECT

UPPER LIMIT OF PROJECT

RIVER MILE 231.31

X-201 STAGE HYDROGRAPH

C-106 RIGHT-OF-WAY FOR ACCESS

J L T

T J

C-102 PLAN AND PROFILE

C-105 RIGHT-OF-WAY FOR ACCESS

RIVER MILE 224.56

X-202 STAGE HYDROGRAPH

G -0

.d g n

C-301 DISPOSAL AREA 7C-2 DETAILS

C-302 DISPOSAL AREA 7C-3 DETAILS

C-501 STORM WATER POLLUTION PREVENTION PLAN FOR DISPOSAL AREA 7C-2

C-502 STORM WATER POLLUTION PREVENTION PLAN FOR DISPOSAL AREA 7C-3

C-303 TYPICAL SECTIONS

C-304 DISPOSAL AREA TYPICAL SECTIONS

C-503 DITCH OUTLET PROTECTION DETAILS

C-504 STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS

DISTANCES FROM EXISTING FEATURES.

LIMITS WILL BE PROVIDED USING NORTHING AND EASTING COORDINATES OR OFFSET

COORDINATES ALONG WITH ELEVATIONS REFERENCED TO N.A.V.D. 1988. RIGHT OF WAY

CONTROL INFORMATION WILL BE PROVIDED INCLUDING MISSISSIPPI STATE PLANE

UPDATED SURVEYS FOR THE WORK IDENTIFIED IN EACH TASK ORDER. NEW SURVEY

IS REPRESENTED OF A SURVEY CONDUCTED IN 2010. THE GOVERNMENT WILL CONDUCT

THE SURVEY CONTROL AND TOPOGRAPHIC DATA PRESENTED IN THIS PLAN SET 1.

NOTES:

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

S U

B M

T E

D B

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

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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

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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

H e n ry A

D u la n e y P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

T A

L L

A H

A T

C H

O U

N T

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P E

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O O P

R O J E

C T S

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Y -1

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PROJECT

LOCATION

MONEY

B-001

S O

O R

G L

E G

E N

D L E

V E

E D

R A

A G

E S

E C

E C D

B -0

B o r.

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

S U

B M

T E

D B

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

Vicksburg District

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -0

-C -x x x x

J L T

R W

J L T

C H

A N

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M E

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D a v id L

W a ll a c e P .E

T A

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O O P

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C T S

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Y -1

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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 remolded 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

G R

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

N 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

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

< 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

ASTM D 2487, (2006) Classification of Soils for Engineering Purposes.

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

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

GENERAL NOTES

V E

E D

R A

A G

E S

E C

E C D

J L T

S O

O R

G P

R O

E S

B-201

(11)

(6)

(2)

(5)

(14)

(9)

(11)

(12)

(21)

(16)

N/A N/A N/A

50 50

(2)

(6)

(11)

(22)

(16)

(14)

(2)

(6)

(15)

(23)

(26)

(57)

B -2

.d g n

0 0

G.S.E.

0 - 6': 4" Machine Auger

6' - 50': 4" Rotary Wash

UY7-13-06

N 33 56 5.8 W 90 14 32.3

03-24-2006

PLLL

T & lGr

T & lGr lGr

G.S.E.

0 - 15': 4" Machine Auger

15' - 50': 4" Rotary Wash

UY7-14-06

N 33 56 41.6 W 90 14 21.8

04-04-2006

PLLL

T & lGr

G.S.E.

0 - 10': 4" Machine Auger

10' - 50': 4" Rotary Wash

UY7-16-06

N 33 58 15.2 W 90 13 24.2

04-05-2006

PLLL

D E

P T

.G .V .D

D E

P T

.G .V .D

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

S U

B M

T E

D B

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

H e n ry A

D u la n e y P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

T A

L L

A H

A T

C H

O U

N T

P I

U P

P E

R Y

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O O P

R O J E

C T S

E M

C H

A N

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Y -1

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D E

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O O

D C

O N

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P I

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A R

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O B

A S

B A

C H

IR T

LR-22+

C-101

P L

A N A

N D P

R O

J L T

A N

S I

' C -1

.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

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B E

S U

B M

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D B

P L

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C A

L E

P L

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A T

D A

T E

M A

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D E

S C

C O

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IDENTIFICATION

SHEET

D A

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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

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P I

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D of Engineers

US Army Corps

D E

N B

R A

N C

L E

V E

E D

R A

A G

E S

E C

E C D

N H e n ry A

D u la n e y P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

T A

L L

A H

A T

C H

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P I

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P E

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O O P

R O J E

C T S

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Y -1

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D C

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21'

317'

LOWER LIMIT ITEM 7C, RM 224.56

OF THIS BORING.

INTERSECT TO DETERMINE LOCATION

EXTEND THESE TWO LINES TO

FEET

0 1000SCALE 1 : 5,000 20001000 500

DITCH A, SEE SHEET C-505

DITCH OUTLET PROTECTION

41AC., 0 WOODED, 23 CULT.FILED

GRASSY LAKE ROAD

GEORGE LITTLE ROAD

SURVEY BASELINE

EXISTING ROAD

EXISTING TOP BANK

SOIL BORING

IR TLR-4

CROSS SECTION

AND/OR LOCATION OF

SURVEY POINT (IRON ROD)

LEGEND

S E

RIGHT TOP BANK

155155

224.50 224.75 225.00 225.25

L E

C H

( NO SURVEY INFORMATION ON LEFT TOP BANK FROM SECTION TLR-18-1 THRU TLR-57-1)

155155

225.00 225.25 225.50 225.75 226.00 226.25 226.50 226.75 227.00 227.25

STATIONING ALONG THALWEG IN MILES

L O

M I T

I T

E M

M A

T C

E E

T H

A L

DESIGN GRADE = 0.39FT/MILE

EL.118.26

EL.119.11

E L

E V

A T I O

G V D

E L

E V

A T I O

G V D

900.36'

478.12'

499.74' 528.35'

575.96'

R/W

°4

81.26

212°44'58

R/W

°4

5° '2 6"

6.4

°10 '40

°4

235.31 72°49'11"

30'

PROFILE

IR TLR-8+187'

318.89

212°1'59

(LOWER LIMIT REACH 1)

0° '2 0"

RIGHT TOP BANK

THALWEG

LEFT TOP BANK

553.22

30°26'5 1"

30'

EXISTING FIELD ROAD

ROW =15' EITHER SIDE

EXISTING FIELD ROAD

ROW=15' EITHER SIDE

I 22

IR TLR-11+138'

I R

T L

T O

N K

I R

T L

I R

T L R

T L

TLR-

WOODS

FIELD

CULTIVATED

FIELD

CULTIVATED

WOODS

FIELD

CULTIVATED

WOODS

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

WOODS

FIELD

CULTIVATED

FIELD

CULTIVATED

SEC. 24

IR TLR-11

IR TLR-12

IR TLR-13

I R

T L

I R

T L

I R

T L

R 3 I

T L

IR TLR-25

IR TLR-26

T L R

T L

TLR-2

8-1

T L R

TALLAHATCHIE

E R

T O P

A N

M c Q

T E

R B

A Y

O U

R E

TLR-11-1

T L

225.11

IR TLR-27

.57

I R

T L

I R

T L

I R

T L R

T L

WOODS

FIELD

CULTIVATED

WOODS

FIELD

CULTIVATED

WOODS

FIELD

CULTIVATED

WOODS

IR TLR-11

I R

T L

I R

T L

R 3 I

T L

IR TLR-25

IR TLR-26

T L R

T L

R 1 T

L R

T L

TALLAHATCHIE

E R

T O P

A N

R E

TLR-11-1

T L

225.11

IR TLR-27

N K

50'

M A

T C

E E

MATCHES SHEET (C-106)

TLR-26-1

226.40

TLR-27-1

226.48

T L R B

T L

TLR-12-1

225.20

TLR-

-1

U Y

PLAN

T24N - R1E,R1W

TRAVERSE INFORMATION

ZERO NORTH

NOTES:

TLR-

°3

302.4466°49'14"

°4

431.54 71°20'20"

5° '2 3"

SURVEY DUE TO LIMITED ACCESS TO CERTAIN PROPERTY.

THIS INFORMATION WAS NOT ACCESSIBLE FROM FIELD

SYSTEMS (LIDAR) METHODS AND ARE APPROXIMATE.

WERE PLACED BY LIGHT DETECTION AND RANGING

FROM CROSS SECTION TLR-18-1 THROUGH TLR-57-1

ELEVATIONS FOR THE LEFT TOP BANK PROFILE

NAD 83 COORDINATE DATUM, (FEET)

TRAVERSE DATA BASED ON MISSISSIPP1, WEST ZONE

2° '5 3"

8.6

9° '3"

360.9

27°14 '38"

830.78 46°24'47"

997.31 53°48'4"

°4

4.8

3°5

6'1 9"

404.75

209°37 '51"

5.2

°26 '4"

°5

C-102

P L

A N A

N D P

R O

J L T

GRASSY LAKE ROAD

(GRASSY LAKE ROAD)

OF EXISTING ROAD

R/W=NORTH EDGE

TOP BANK

R/W LIMIT =

C -1

.d g n

PROPOSED DIKE

TREE LINE

R/W=

R/W=SECTION LINE

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

S U

B M

T E

D B

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

L E

V E

E D

R A

A G

E S

E C

E C D

N H e n ry A

D u la n e y P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

T A

L L

A H

A T

C H

O U

N T

P I

U P

P E

R Y

A Z

O O P

R O J E

C T S

E M

C H

A N

N E

L I

M P

R O

V E

M E

N T

Y -1

-3

E F

E D

E L

E R

D E

U A

N T

Y C

O N

T R

A C

F L

O O

D C

O N

T R

O L

P I

E R T

U T

A R

Y A

Z O

O B

A S

P I

M I S S I S S I P P I

T A L L A H A T C H I E C O U N T Y

W O

O D S

W O

O D S

W O

O D S

W O

O D S

S E C

I R

T L R

I R

T L R

I R

T L R

TLR-

T L R

T L

T L R

TLR-

-1

TLR-46

-1

T A

L L

A H

A T

C H

WATER

WELL

R1W R1E

M I

E 2,324,000

E 2,328,000

FIELD

CULTIVATED

W O

O D S

W O

O D S

S E C

I R

T L R

I R

T L R

TLR-

W E L L

R1W R1E

M I

E 2,324,000

T L

519sf-840SU313.1389°4

TLR-

E 2,324,000

E 2,328,000

W O

O D S

W O

O D S

S E C

I R

T L R

I R

T L R

TLR-

W E L L

R1W R1E

M I

E 2,324,000

228.

F I E L

C U L T I

V A T E

W O

O D S

W O

O D S

S E C

I R

T L

I R

T L R

I R

T L R

TLR-

W E L L

R1W R1E

M I

E 2,324,000

519sf-840SU313.1389°4

TLR-

F I E L

C U L T I

V A T E

RIGHT TOP BANK

155155

227.25 227.50 227.75 228.00 228.25

STATIONING ALONG THALWEG IN MILES

155155

DISPOSAL AREA 7C-2

(SEE SHEET C-501)

R/W=TREE LINE

BANK

R/W=TOP

F I E L

C U L T I

V A T E

L D

C U L T

A T E D

30'

268.99'

84°14'1"

227.00226.75226.50

NOTES:

M A

T C

E E

A L

DESIGN GRADE = 0.39FT/MILEEL.119.11

EL.119.56

M A

T C

E E

T H

A L

( NO SURVEY INFORMATION ON LEFT TOP BANK FROM SECTION TLR-18-1 THRU TLR-57-1)

FEET

0 1000SCALE 1 : 5,000 20001000 500

DITCH D, SEE SHEET C-505

DITCH OUTLET PROTECTION,

DITCH C, SEE SHEET C-505

DITCH OUTLET PROTECTION,

E L

E V

A T I O

G V D

E L

E V

A T I O

G V D

EXISTING ROAD

EXISTING TOP BANK

SOIL BORING

IR TLR-4

CROSS SECTION

AND/OR LOCATION OF

SURVEY POINT (IRON ROD)

LEGEND

T L

1°1'5

"14

°3

'2 1"

R/W

1.6

339.5

341°55 '16"

3° '1 6"

3° 8'

4° '3 4"

8.9

2° 2'4

393.5

339°1 7'0"

375.76 0°37'32" 404.0718°41'48"

°2

°3

°1

SEE SHEET C-505

PROTECTION,DITCH B,

DITCH OUTLET

30'

PROFILE

°2

370.53

213°7'58"

EXISTING FIELD

R/W=15' OFFSET FROM

EXISTING FIELD ROAD

R/W = 15' EITHER SIDE

THALWEG

L O

W E

R L

E A

C H

U P

P E

R L

E A

C H

FIELD

CULTIVATED

W O

O D S

W O

O D S

S E C

T L

TOP BANK

W O

O D S

W O

O D S

W O

O D S

W O

O D S

W O

O D S

TLR-

31I

T L

M A T C

H E S

H E E T

M A T C

H E S

H E E T

UY7

-0

PLAN

TRAVERSE INFORMATION

ZERO NORTH

769.47

355°15'8" 460.01

356°29'28"

SURVEY DUE TO LIMITED ACCESS TO CERTAIN PROPERTY.

THIS INFORMATION WAS NOT ACCESSIBLE FROM FIELD

SYSTEMS (LIDAR) METHODS AND ARE APPROXIMATE.

WERE PLACED BY LIGHT DETECTION AND RANGING

FROM CROSS SECTION TLR-18-1 THROUGH TLR-57-1

ELEVATIONS FOR THE LEFT TOP BANK PROFILE

NAD 83 COORDINATE DATUM, (FEET)

TRAVERSE DATA BASED ON MISSISSIPP1, WEST ZONE

°1

263.12

33°51'11"

C-103

A N A

N D P

R O

J L T

' C -1

.d g n

L E

V E

E D

R A

A G

E S

E C

E C D

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

S U

B M

T E

D B

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

H e n ry A

D u la n e y P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

T A

L L

A H

A T

C H

O U

N T

P I

U P

P E

R Y

A Z

O O P

R O J E

C T S

E M

C H

A N

N E

L I

M P

R O

V E

M E

N T

Y -1

-3

E F

E D

E L

E R

D E

U A

N T

Y C

O N

T R

A C

F L

O O

D C

O N

T R

O L

P I

E R T

U T

A R

Y A

Z O

O B

A S

P I

8M I

NOTES:

RIGHT TOP BANK

EL.119.56 DESIGN GRADE = 0.39FT/MILE EL.119.93

T L

0 1000SCALE 1 : 5,000 20001000 500

M I S S I S S I P P I

T A L L A H A T C H I E C O U N T Y

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

SEC. 18

SEC. 7

SEC. 17

I R

T L

TALLAHATCHIE

RIVER

I R

T L

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

SEC. 18

SEC. 17

T L

I R

T L

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

SEC. 18

SEC. 17

T L

I R

T L

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

T L

I R

T L

R/W LIMIT = TOP BANK

FIELD

CULTIVATED

FIELD

CULTIVATED

.82

21° 29'4

523.17 54°52'47"

ZERO NORTH

( NO SURVEY INFORMATION ON LEFT TOP BANK FROM SECTION TLR-18-1 THRU TLR-57-1)

N K

155155

228.00 228.25 228.50 228.75 229.00 229.25

STATIONING ALONG THALWEG IN MILES

DISTURBED

WELL NOT TO BE

EXISTING WATER

DITCH F, SEE SHEET C-505

DITCH OUTLET PROTECTION,

DITCH E, SEE SHEET C-505

DITCH OUTLET PROTECTION,

E L

E V

A T I O

G V D

E L

E V

A T I O

G V D

EXISTING ROAD

EXISTING TOP BANK

SOIL BORING

IR TLR-4

CROSS SECTION

AND/OR LOCATION OF

SURVEY POINT (IRON ROD)

LEGEND

R/W

N K

483.7557°48'49"

1019.4862°5'52"

532.1856°12'21" 420.31

49°15'47" 413.12

33°6'16"

1125.

27°53 '39"

533.97 48°56'16"

TRAVERSE INFORMATION

FEET

M A

T C

A L

M A

T C

A L

THALWEG

°53'

39" 76.2

T L R

M A

T C

E E

M A

T C

PLAN

PROFILE

SURVEY DUE TO LIMITED ACCESS TO CERTAIN PROPERTY.

THIS INFORMATION WAS NOT ACCESSIBLE FROM FIELD

SYSTEMS (LIDAR) METHODS AND ARE APPROXIMATE.

WERE PLACED BY LIGHT DETECTION AND RANGING

FROM CROSS SECTION TLR-18-1 THROUGH TLR-57-1

ELEVATIONS FOR THE LEFT TOP BANK PROFILE

NAD 83 COORDINATE DATUM, (FEET)

TRAVERSE DATA BASED ON MISSISSIPP1, WEST ZONE

E M

L E

V E

E D

R A

A G

E S

E C

E C D

C-104

P L

A N A

N D P

R O

J L T

' C -1

.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

S U

B M

T E

D B

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

H e n ry A

D u la n e y P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

T A

L L

A H

A T

C H

O U

N T

P I

U P

P E

R Y

A Z

O O P

R O J E

C T S

E M

C H

A N

N E

L I

M P

R O

V E

M E

N T

Y -1

-3

E F

E D

E L

E R

D E

U A

N T

Y C

O N

T R

A C

F L

O O

D C

O N

T R

O L

P I

E R T

U T

A R

Y A

Z O

O B

A S

P I

NOTES:

EL.119.93

EL.120.83

DESIGN GRADE = 0.39FT/MILE

PROFILE

H W

I D

G E

P O

W E

R L I

O S

S I N

N K

155155

229.00 229.25 229.50 229.75 230.00 230.25 230.50 230.75 231.00 231.25 231.50

STATIONING ALONG THALWEG IN MILES

E L

E V

A T I O

G V D

E L

E V

A T I O

G V D

0 1000SCALE 1 : 5,000 20001000 500

W O

O D

F I

E L

D C

U L

T I

V A

T E

W O

O D

IR TLR-56IR TLR-57

IR TLR-58

TLR-55-1

TLR-57-1

E 2,328,000

228.97

229.07

F I

E L

D C

U L

T I

V A

T E

W O

O D

IR TLR-56IR TLR-57

IR TLR-58

TLR-55-1

TLR-57-1

228.97

229.07

F I

E L

D C

U L

T I

V A

T E

F I

E L

D C

U L

T I

V A

T E

W O

O D

IR TLR-56IR TLR-57

IR TLR-58

TLR-55-1

TLR-57-1

228.97

229.07

F I

E L

D C

U L

T I

V A

T E

W O

O D

IR TLR-56IR TLR-57

IR TLR-58

TLR-55-1

TLR-57-1

228.97

229.07

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

WOODS

AREA

SPOIL

AREA

SPOIL

WOODS

AREA

SPOIL

WOODS

WOODS FIELD

CULTIVATED

WOODS

FIELD

CULTIVATED

WOODS

I R

T L R

IR TLR-64

IR TLR-65

TLR-

IR TLR-69

IR TLR-71

TLR-

I R

T L R

IR TLR-76

IR TLR-77

I R

T L R

R 3 I

T L R

T L

T L R

TLR-6

8-1

TLR-70-1

TLR-

-1

T L

TLR-75-1

T L

N K

TAL

HAT

CHI

RIVER

F I

E L

D C

U L

T I

V A

T E

F I

E L

D C

U L

T I

V A

T E

S E

I R

T L R

TLR-

-1

TLR-

N K

SEC. 5

R/W LIMIT = TOP BANK

TLR-

W O

O D

IR TLR-56IR TLR-57

IR TLR-58

TLR-55-1

TLR-57-1

228.97

229.07

W O

O D

IR TLR-56IR TLR-57

IR TLR-58

TLR-55-1

TLR-57-1

TLR-

-1

228.97

229.07

FIELD

CULTIVATED

WOODS

AREA

SPOIL

WOODS

WOODS FIELD

CULTIVATED

WOODS

IR TLR-64

IR TLR-65

IR TLR-69

IR TLR-70

IR TLR-71

TLR-

I R

T L R

I R

T L

IR TLR-76

IR TLR-77

I R

T L R

R 3 I

TLR-64-1

T L

TLR-69-1

T L

TLR-75-1

TLR-76-1

T L R

T L

N K

TAL

HAT

CHI

RIVER

TLR-65-1

N K

R/W LIMIT = TOP BANK

TLR-

R/W LIMIT = TOP BANK

TLR-

I R

T L

ZERO NORTH

HWY 32

UPPER LIMIT ITEM 7C

RM 231.31

°5

°3

6° 0'

°1

358.78

70°14'21"

30'

EXISTING FIELD ROAD

15' EITHER SIDE OF

EXISTING FIELD ROAD

15' EITHER SIDE OF

EXISTING FIELD ROAD

15' EITHER SIDE OF

30'

EXISTING FIELD ROAD

R/W 15' EITHER SIDE OF

E 2,332,000

155155

228.75

R/W LIMIT=PROPERTY LINE

R O P

E R

R/W LIMIT=PROPERTY LINE

R/W LIMIT=TREELINE

R O P

E R

R/W LIMIT=PROPERTY LINE

6°

FROM TOP BANK

R/W LIMIT=30'OFFSET

TRAVERSE INFORMATION

FEET

R/W LIMIT=TOP BANK

( NO SURVEY INFORMATION ON LEFT TOP BANK FROM SECTION TLR-18-1 THRU TLR-57-1)

EXISTING FIELD ROAD

DRAINAGE DITCH

FROM C/L EXISTING

R/W LIMIT=30' OFFSET

OF BRIDGE

WITHIN 150 FEET

NO DREDGE WORK

EXISTING ROAD

EXISTING TOP BANK

SOIL BORING

IR TLR-4

CROSS SECTION

AND/OR LOCATION OF

SURVEY POINT (IRON ROD)

LEGEND

R/W

°1

°5

30.06'

°2

°5

PROPOSED DIKE

°5

(SEE SHEET C-502)

7C-3

DISPOSAL AREA

M A

T C

A L

LEFT TOP BANK

RIGHT TOP BANK

THALWEG

°3 '5

°4

°3

7° '3 5"

°4

634.50 344°46'41"

244.68357°47'25"

°3

°5

°4

213.54

331°43'47"

°3

°1 '3

874.1

322°9 '22"

675.910°14'24"

449.060°44'2"

498.59350°17'35" 304.21

332°2'33" 512.82353°53'55"

466.45357°2'21"

479.0

320° 50'25

7° '5 4"

2° '12

MATCHES S

HEET (

C-1 03)

U Y

PLAN

SURVEY DUE TO LIMITED ACCESS TO CERTAIN PROPERTY.

THIS INFORMATION WAS NOT ACCESSIBLE FROM FIELD

SYSTEMS (LIDAR) METHODS AND ARE APPROXIMATE.

WERE PLACED BY LIGHT DETECTION AND RANGING

FROM CROSS SECTION TLR-18-1 THROUGH TLR-57-1

ELEVATIONS FOR THE LEFT TOP BANK PROFILE

NAD 83 COORDINATE DATUM, (FEET)

TRAVERSE DATA BASED ON MISSISSIPP1, WEST ZONE

229.66

230.70

229.75

436.68351°50'38"

.05

230.61

230.15

230.26

4 2

V E

E D

R A

A G

E S

E C

E C D

C-105

J L T

H T -O

F -W

A Y F

O R A

C C

E S

S C -1

.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

S U

B M

T E

D B

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

H e n ry A

D u la n e y P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

T A

L L

A H

A T

C H

O U

N T

P I

U P

P E

R Y

A Z

O O P

R O J E

C T S

E M

C H

A N

N E

L I

M P

R O

V E

M E

N T

Y -1

-3

E F

E D

E L

E R

D E

U A

N T

Y C

O N

T R

A C

F L

O O

D C

O N

T R

O L

P I

E R T

U T

A R

Y A

Z O

O B

A S

P I

0 1000SCALE 1 : 5,000 20001000 500

30'

EXISTING FIELD ROAD

15' EITHER SIDE OF

30'

EXISTING FIELD ROAD

15' EITHER SIDE OF

15'

EXISTING FIELD ROAD

15' EITHER SIDE OF

EXISTING FIELD ROAD

15' EITHER SIDE OF

30'

EXISTING FIELD ROAD

15' EITHER SIDE OF

E 2,328,000

E 2,332,000

H W

O C

H A

R L E

S T

O N , M

GRASSY LAKE ROAD

R/W LIMIT=PROPERTY LINE

R O P

E R

R/W LIMIT=PROPERTY LINE

R/W LIMIT=TREELINE

R O P

E R

R/W LIMIT=PROPERTY LINE

DRAINAGE DITCH

OFFSET FROM C/L EXISTING

R/W LIMIT=30'

GRASSY LAKE ROAD

R/W

EXISTING ROAD

LEGEND

R/W

FEET

MATCHES S

HEET (

C-1 03)

PLAN

T24N - R1E,R1W

V E

E D

R A

A G

E S

E C

E C D

C-106

H T -O

F -W

A Y F

O R A

C C

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J L T

' C -1

.d g n

S O

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A P

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B M

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C A

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P L

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A T

D A

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M A

R K

D E

S C

C O

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C T N

IDENTIFICATION

SHEET

D A

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U .S

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D E

N B

R A

N C

H e n ry A

D u la n e y P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

T A

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C T S

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P I

0 1000SCALE 1 : 5,000 20001000 500

M I S S I S S I P P I

T A L L A H A T C H I E C O U N T Y

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

EXISTING FIELD ROAD

15' EITHER SIDE EDGE OF

H W

T O C

H A

R L E S

T O

M S

(FLAUTT ROAD)

EXISTING PUBLIC ROAD

R/W

EXISTING ROAD

R/W

LEGEND

(GREEN LONDON ROAD)

EXISTING PUBLIC ROAD

M A

T C

E E

MATCHES SHEET (C-102)

M A T C

H E S

H E E T

MATCHES SHEET (C-101)

PLAN

EXISTING COUNTY ROAD

FIELD ROAD

CL EXISTING

FIELD ROAD

CL EXISTING

EL. 151.00

TOP OF DIKE

10'

EL. 151.00

TOP OF DIKE

10'

EL. 151.00

TOP OF DIKE

10'

EXISTING GROUND SURFACE

ON 3

1V ON 2H15'

EXISTING GROUND SURFACE

ON 3

1V ON 2H

EXISTING GROUND SURFACE

ON 3

1V ON 2H

2.5'

VARIESVARIES

RETAINING DIKE

CROSS SECTION A-A

RETAINING DIKE LAYOUT

SCALE: NONE

CROSS SECTION B-B

RETAINING DIKE LAYOUT

SCALE: NONE

CROSS SECTION C-C

RETAINING DIKE LAYOUT

SCALE: NONE

CROSS SECTION D-D

RETAINING DIKE LAYOUT

SCALE: NONE

CROSS SECTION E-E

RETAINING DIKE LAYOUT

SCALE: NONE

10'

DITCH

EXISTING

DIKE

SURFACE

EXISTING GROUND

SURFACE

EXISTING GROUND

DIKE

TYPICAL CROSS SECTION

V-DITCH

STA. 0+00 - STA. 3+15

SCALE: NONE

TYPICAL CROSS SECTION

V-DITCH

STA. 3+15 - STA. 26+00

SCALE: NONE

ON 3

H 1V ON 2H

1V ON 2H1V

ON 3

OF SLOPE

EXISTING TOE

TREE LINE OR R/W

VARIES

PLAN

300 600FT 0 300150

SCALE: 1''= 300'

Disposal area approx. 67 ac

Fill Vol = 538,961 CORRECTED ON 6/17/16 FILL VOL=534,601 CY Dike Vol = 38,105 CORRECTED ON 6/17/16 DIKE VOL=44,042 cy volume of disposal recalculated (7C-2-IDIQ_EL 149.dtm).

new dike as generated (7C-2-IDIQ.dtm). A new EL 149 surface was generated and 6/17/16: top of containment dike was only 5' wide instead of 10' wide is "7C_2_Surface_149" the original surface is "item7_5" The surface for Dike is "7C_2_Dike" the surface for fill line

TLR-36-1227.18

FIELD

CULTIVATED

SEC. 19

WOODS

E 2, 8, TLR-37-1

227.27

IR TLR-37

L R -3

NOTE:

TRAVERSE DATA BASED ON MISSISSIPP1 STATE PLANE

E 2, 6, N

LEGEND

EXISTING ROAD

EXISTING TOP BANK

SOIL BORING

IR TLR-4

CROSS SECTION

AND/OR LOCATION OF

SURVEY POINT (IRON ROD)

PI C/L DIKE

R/W

PREVENTION PLAN FOR POLLUTION ADDITIONAL REQUIREMENTS.

SECTION 01 57 20.00 09 ENVIRONMENTAL PROTECTION AND SECTION 01 57 23.00 09 STORM WATER

AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS, AND PERMITS. REFERENCE

INCLUDING ADDITIONAL PROTECTION MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE

WORK OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO DEVELOP A COMPLETE PLAN, A MINIMUM LEVEL OF PROTECTION REQUIRED AT ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS

FULLY ADDRESS ALL CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED TO ESTABLISH

6. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN THE CONTACT DRAWINGS MAY NOT

COORDINATE SYSTEM, WEST ZONE NAD 83(FEET)

T L R -3 -1

R/W=TREE LINE

OF EXISTING ROAD

R/W=NORTH EDGE

R/W=PROPERTY/LOT LINE

LOT 1

LOT 2

R/W=PROPERTY LINE

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00

BE CONSTRUCTED

NEW V-DITCH TO

EXISTING GROUND

V-DITCH DESIGN GRADE

V-DITCH PROFILE

STATIONING IN FEET

STA. 26+00

END V-DITCH

BANK

R/W=TOP

OF 2.5 FEET WITHIN FIRST 10 FEET.

TRANSITION TO DESIGN DEPTH

TIE V-DITCH TO EXISTING DITCH.

7C-2

DISPOSAL AREA

101.0322° 94.27'

142.5725° 171.63'

OUTFLOW STRUCTURE

OF WEIR AND DROP INLET

APPROXIMATE LOCATION

E: 2,328,292

N: 1,615,074

STA. 0+00

BEGIN V-DITCH

SLOPE = -0.0003 FT/FT

PROPOSED DIKE

SILT FENCE

R/W LIMIT= PROPERTY LINE

OF EXISTING COUNTY R/W

R/W LIMIT= NORTH EDGE

NOT TO BE DISTURBED

EXISTING UTILITY POLE

SILT FENCE

1 2 3 4

C-301

E F

E D

E L

E R

D E

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N T

Y C

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D C

O N

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P I

E R T

U T

A R

IDENTIFICATION

SHEET

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F E

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P E

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R O J E

C T S

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K S

B U

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T R

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A N

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L I

M P

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M E

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N E

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P O

S A

L A

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C -2 D

E T

K S

B U

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P I

J L T

D A

T E

D W

N B

J L T

C K

D B

E C D

S O

A T

N N

S U

B M

T E

D B

D E

N B

R A

N C

W E

E -1

-B -0

H e n ry A

D u la n e y P .E

L E

V E

E D

R A

A G

E S

E C

C O

N T

R A

C T N

P L

O T S

C A

L E

W E

E -0

-C -x x x x

P L

O T D

A T

/5 /2

E N

U M

B E

Y -1

-3

E N

A M

A N

S I

D C -3

.d g n

M A

R K of Engineers

US Army Corps of Engineers

US Army Corps

D E

S C

N D

A T

E A

P P

M A

R K

D E

S C

N D

A T

E A

P P

R/W LIMIT= PROPERTY LINE

297.94

33°51'11"

WOODS

R-

-1

T L R -3 -1

L R -3

FIELD

CULTIVATED

SEC. 19

FIELD

CULTIVATED

FIELD

CULTIVATED

TOP BANK

NEW DITCH TOP BANK

DIKE TOE 5 FT FROM

NEW DITCH TOP BANK

DIKE TOE 5 FT FROM

E 2326917.54 N 1613564.92

E 2327049.08 N 1613386.41

E 2326779.77 N 1614411.68

E 2326620.43 N 1615219.33

E 2326710.53

N 1615364.77

E 2328244.03 N 1615370.13

E 2328277.61 N 1613514.92

DIKE TOE

EXCAVATION

V-DITCH

ROADSIDE TOP BANK OF EXISTING DITCH

TOP BANK OF DITCH SHALL TIE INTO

BOTTOM GRADE SHOWN ON PROFILE

1V ON 2.5H SIDE SLOPES

V-DITCH TO BE CONSTRUCTED

R/W LIMIT= PROPERTY LINE

EXCAVATION

V-DITCH

BOTTOM GRADE SHOWN ON PROFILE

1V ON 2.5H SIDE SLOPES

V-DITCH TO BE CONSTRUCTED

TREE LINE

1V ON 6H

SILT FENCE

VARIES

SILT FENCE

15'

V-DITCH PROFILE, ELEVATIONS IN N.G.V.D. 29.5.

SURVEY DATUM IS MISSISSIPPI WEST STATE PLANE COORDINATE SYSTEM NAD 83.4.

REPAIRED TO AN EQUAL TO OR BETTER THAN CONDITION PRIOR TO COMPLETION OF CONSTRUCTION.

KELLY GREENWOOD, P.O. BOX 610, CLARKSDALE MISSISSIPPI. THE ROAD SHALL BE

ANY DAMAGE TO THE ROAD SHALL BE REPAIRED, CONTACT THE COUNTY ENGINEER3.

AND A 1V ON 3H SIDE SLOPE.

ALL RAMPS SHALL HAVE AN 18 FOOT CROWN WIDTH WITH A 1V ON 10H SLOPE 2.

DIKE MATERIAL SHALL NOT BE PLACED ON STATE OR COUNTY ROAD RIGHT-OF-WAY.1.

NOTES:

SILT FENCE

15'

VARIES

10'

EL. 150.00

TOP OF DIKE

EXISTING GROUND SURFACE

ON 3

1V ON 2H

5' RETAINING DIKE

C-302

TREE LINE OR R/W

VARIES

W O

O D

W O

O D

TLR-

-1

W O

O D

W O

O D

W O

O D

W O

O D

W O

O D

W O

O D

T L R

N K

FIELD

CULTIVATED

I R

T L

R 0T

L R

TLR-

-1

TLR-

N K

W O

O D

W O

O D

N K

PLAN

0 400 400 800FT 200

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

I R

T L R

I R

T L R

IR TLR-58

TLR-57-1

229.07

TLR-55-1

228.97

IR TLR-56

IR TLR-57

PI C/L DIKE

CROSS SECTION

AND/OR LOCATION OF

SURVEY POINT (IRON ROD)

SOIL BORING

EXISTING TOP BANK

EXISTING ROAD

R/W

LEGEND

IR TLR-58

PREVENTION PLAN FOR POLLUTION ADDITIONAL REQUIREMENTS.

SECTION 01 57 20.00 09 ENVIRONMENTAL PROTECTION AND SECTION 01 57 23.00 09 STORM WATER

AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS, AND PERMITS. REFERENCE

INCLUDING ADDITIONAL PROTECTION MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE

WORK OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO DEVELOP A COMPLETE PLAN, A MINIMUM LEVEL OF PROTECTION REQUIRED AT ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS

FULLY ADDRESS ALL CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED TO ESTABLISH

1. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN THE CONTACT DRAWINGS MAY NOT

NOTES:

30'

EXISTING FIELD ROAD

15' EITHER SIDE OF

°5

E 2,332,000

7C-3

DISPOSAL AREA

DRAINAGE DITCH

OFFSET FROM C/L EXISTING

R/W LIMIT=30'

R /W L

R O

P E

R T

Y L

R/W

LIMIT=PROPERTY LINE

R /W L

R O

P E

R T

Y L

R/W

LIMIT=PROPERTY LINE

R/W LIMIT=TREELINE

ALL .DTMs LOCATED AT P:/Y 15 324/PLANS AND SPECS/WORKING FILES/THIN LAYER DISPOSALS/SITE3 TURNER

FILL VOLUME: 1,022,540 CY

DIKE VOLUME: 83,117 CY

FILL SURFACE: DA7C3 Elev149

DIKE SURFACE: DA7C3 DIKE150

ORIGINAL SURFACE: ITEM3.DTM

Area: 90 AC.(+-)

EXISTING GROUND SURFACE

PROPOSED DIKE

°2

°5

°1

DROP INLET OUTFLOW STRUCTURE

OF PROPOSED WEIR AND

APPROXIMATE LOCATION

L E

V E

E D

R A

A G

E S

E C

E C D

P O

S A

L A

R E

C -3 D

E T

' C -3

.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

S U

B M

T E

D B

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

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C T N

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D E

N B

R A

N C

H e n ry A

D u la n e y P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

T A

L L

A H

A T

C H

O U

N T

P I

U P

P E

R Y

A Z

O O P

R O J E

C T S

E M

C H

A N

N E

L I

M P

R O

V E

M E

N T

Y -1

-3

E F

E D

E L

E R

D E

U A

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O N

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A C

F L

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D C

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P I

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U T

A R

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A S

P I

ON 3

1V ON 2H

10'

30' MIN.

CROSS SECTION A-A

RETAINING DIKE LAYOUT

SCALE: NONE

RETAINING DIKE LAYOUT

SCALE: NONE

RETAINING DIKE

CROSS SECTION B-B

SILT FENCE

°5

°4

°3 '5

EL. 150.00

TOP OF DIKE

EXISTING DITCH

CENTER LINE

0 140

2 14

E 2334258.06 N 1619667.38

E 2334274.06 N 1620816.38 E 2333605.80

N 1622131.40

E 2332815.53 N 1622130.34

E 2332024.19 N 1621928.08

E 2332202.59 N 1621368.38

E 2332462.57 N 1620914.18

E 2332435.88 N 1619640.27

E 2333605.80

N 1622131.40

DIKE TOE

E 2333620.20

N 1620839.46

SCALE 1:4,000

DIKE TOE

V E

E D

R A

A G

E S

E C

E C D

NOTES:

L T

3, YP.

SLOPES AWAY FROM THE NEW TOP BANK.

ALL LOCATIONS EXCEPT WHERE LAND

DITCHES SHALL BE CONSTRUCTED AT

NEW TOP BANK DITCH

TYPICAL SECTION

DRAIN OR OUTLET DITCH

TO THE NEAREST NATURAL

COLLECTOR DITCH TO BE SLOPED

EXCAVATION

CHANNEL

NOTE:*

EXISTING GROUND

NEW TOP BANK

24'|

SECTIONS FROM CROSS SECTIONS TAKEN AT TIME OF CONSTRUCTION.

THE CONTRACTING OFFICER WILL SET THE REQUIRED EXCAVATION

SCALE: NONE

VARIES

THALWEG,

EXISTING GROUND

MAXIMUM WIDTH TO BE CLEARED

(THEORETICAL SECTION)

REQUIRED CHANNEL EXCAVATION

BOTTOM GRADE

LAYOUT SECTION

25'

OFFSET CHANNEL WIDTH

90'50' 5'

MAXIMUM WIDTH TO BE CLEARED

(THEORETICAL SECTION)

REQUIRED CHANNEL EXCAVATION

25'

L T

GRADE

BOTTOM

SECTION

LAYOUT

VARIES

THALWEG,

1V O

N 3H

R T

B GROUND

EXISTING

1 ON 3

CHANNEL WIDTH

90'

OFFSET

50'

CHANNEL ENLARGEMENT

TYPICAL SECTION

CHANNEL ENLARGEMENT

TYPICAL SECTION

RIGHT DESCENDING BANK LEFT DESCENDING BANK

MI. 230.70 TO MI. 230.15

MI. 229.75 TO MI. 229.39

MI. 229.28 TO MI. 228.97

CUT AND FILL AREAS

APPROXIMATELY BALANCE

AGAINST OUTSIDE BANK AND

SET 1V ON 3H SLOPE

AT LAYOUT DESIGN GRADE,

BALANCE CUT AND FILL AREAS

OUTSIDE BANK AND APPROXIMATELY

SET 1V ON 3H SLOPE AGAINST

AT LAYOUT DESIGN GRADE,

1 ON 3

R/W R/W

MI. 231.14 TO MI. 230.61

MI. 230.26 TO MI. 229.66

MI. 229.49 TO MI. 229.16

MI. 229.07 TO MI. 228.68MI. 228.78 TO MI. 228.08

MI. 227.27 TO MI. 226.40

MI. 226.08 TO MI. 225.65

MI. 225.20 TO MI. 224.79

MI. 228.19 TO MI. 227.18

MI. 226.48 TO MI. 226.00

MI. 225.74 TO MI. 225.11

MI. 224.89 TO MI. 224.64

EXCAVATION IS REQUIRED ON ONE OR BOTH BANKS.

MILEAGES INCLUDE TRANSITION SECTIONS WHERE

1V ON 3H

T Y

A L S

E C

N S

C-303

C -3

.d g n

PARAGRAPH "PUBLIC AND PRIVATE UTILITIES."

SECTION 01 00 00.00 09 "GENERAL CONTRACT REQUIREMENTS",

PROTECTION OF UTILITIES, AS REQUIRED IN SPECIFICATION

CONSTRUCTION WITH UTILITY OWNERS TO ACCOMMODATE

3. THE CONTRACTOR SHALL NOTIFY AND COORDINATE

EXCEPT AS OTHERWISE NOTED.

TO BE REMOVED OR ALTERED AS NECESSARY BY OTHERS

2. UTILITES WITHIN RIGHTS-OF-WAY LIMITS

FACING DOWNSTREAM.

1. THE LEFT AND RIGHT BANKS ARE DETERMINED BY

FOR CONSTRUCTION

CLEAR MINIMUM

MI. 231.31 TO MI. 231.03

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

S U

B M

T E

D B

P L

O T S

C A

L E

P L

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A T

D A

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M A

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D of Engineers

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Vicksburg District

D E

N B

R A

N C

W E

E -1

-B -0

W E

E -0

-C -x x x x

J L T

R W

J L T

C H

A N

N E

L I

M P

R O

V E

M E

N T

D a v id L

W a ll a c e P .E

T A

L L

A H

A T

C H

O U

N T

P I

U P

P E

R Y

A Z

O O P

R O J E

C T S

E M

Y -1

-3

J U

N E

J U

N E

E F

E D

E L

E R

D E

E Q

U A

N T

Y C

O N

T R

A C

F L

O O

D C

O N

T R

O L

P I

E R T

U T

A R

Y A

Z O

O B

A S

P O

S A

L A

R E

A T

Y P

A L S

E C

N S

C-304

30'

1V ON 3H1' MIN.

COMPACTED BACKFILL

TAMPED BACKFILLEXCAVATION LINE

O N

90°

DISPOSAL AREA

DISPOSAL AREA EL. "A" EL. "B" EL. "C" DIKE VOLUME

7C-2

WEIR CREST

151 150 149 CY

CY150 149 148

EXISTING FIELD ROAD

7C-3

CMP

53,000

83,100

J L T

C -3

.d g n

FILL.

SEE SPECIFICATIONS SECTION 31 23 17.00 09 FOR DEFINITION OF AGRICULTURAL

TO THE TOP 12 INCHES OF MATERIAL PLACED IN THE DISPOSAL AREA.

OPERATIONS. TO THAT END CERTAIN RESTRICTIONS ARE APPLICABLE

PLACED BACK INTO PRODUCTION UPON COMPLETION OF DISPOSAL

THE SOILS DEPOSITED IN THE AREA WILL BE ARABLE AND CAN BE

FROM VOLUNTEER LANDOWNERS WITH ASSURANCES THAT

THE GOVERNMENT HAS LEASED THE DISPOSAL AREA

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

S U

B M

T E

D B

P L

O T S

C A

L E

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O T D

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D A

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D E

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R A

N C

L E

V E

E D

R A

A G

E S

E C

E C D

N H e n ry A

D u la n e y P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

T A

L L

A H

A T

C H

O U

N T

P I

U P

P E

R Y

A Z

O O P

R O J E

C T S

E M

C H

A N

N E

L I

M P

R O

V E

M E

N T

Y -1

-3

E F

E D

E L

E R

D E

U A

N T

Y C

O N

T R

A C

F L

O O

D C

O N

T R

O L

P I

E R T

U T

A R

Y A

Z O

O B

A S

P I

MAX EL. "C" MAX EL. "C"

EXCAVATED

EL. "A"

C.L. DIKE

10'

EXISTING GROUND SURFACE

DIKE

EL. "B"

1V ON 2H

WATER SURFACE

MATERIAL AVAILABLE FOR BORROW

(NOT CONTINUOUS)

MATERIAL

C.L. DIKE

EL. "A"

1V ON 3H

EXISTING GROUND SURFACE

DIKE

10'

EL. "B"

1V O

N 2H

TYPICAL CROSS SECTION

FINISHED GRADE

1. BORROW MATERIAL FOR DIKE EMBANKMENT

SHALL BE OBTAINED FROM WITHIN THE

DISPOSAL AREA OR FROM REQUIRED CHANNEL

2. THE FINISHED BOTTOM SURFACE OF THE ENTIRE

DISPOSAL AREA SHALL BE FREE OF LARGE HUMPS,

OR DEPRESSIONS AND SLOPED TO DRAIN TOWARD

THE OUTLET WEIR PRIOR TO BEGINNING DREDGED

3. WHEN DREDGING INTO A DISPOSAL AREA BEGINS,

MATERIAL SHALL BE PLACED NEAR THE WEIR UNTIL

NOTES:

EXCAVATION (LAND BASED).

MATERIAL DISPOSAL.

WATER BEGINS TO FLOW OVER THE WEIR CREST.

12" MINIMUM AGRICULTURAL FILL

DITCH BOTTOM DITCH BOTTOM

SCALE: NONE

CMP INSTALLATION

4. CHANNEL REACHES 1,2,3, AND 4, WILL GENERALLY

CORRESPOND TO DISPOSAL AREAS 1,2,3, AND 4

RESPECTIVELY.

SCALE: NONE

TYPICAL CROSS SECTION

CROSSING INSTALLATION

SCALE: NONE

TYPICAL CROSS SECTION

DISPOSAL AREA

EXISTING COUNTY ROAD

FIELD ROAD

CL EXISTING

FIELD ROAD

CL EXISTING

EL. 151.00

TOP OF DIKE

10'

EL. 151.00

TOP OF DIKE

10'

EL. 151.00

TOP OF DIKE

10'

EXISTING GROUND SURFACE

ON 3

1V ON 2H15'

EXISTING GROUND SURFACE

ON 3

1V ON 2H

EXISTING GROUND SURFACE

ON 3

1V ON 2H

2.5'

VARIESVARIES

RETAINING DIKE

CROSS SECTION A-A

RETAINING DIKE LAYOUT

SCALE: NONE

CROSS SECTION B-B

RETAINING DIKE LAYOUT

SCALE: NONE

CROSS SECTION C-C

RETAINING DIKE LAYOUT

SCALE: NONE

CROSS SECTION D-D

RETAINING DIKE LAYOUT

SCALE: NONE

CROSS SECTION E-E

RETAINING DIKE LAYOUT

SCALE: NONE

10'

DITCH

EXISTING

DIKE

SURFACE

EXISTING GROUND

SURFACE

EXISTING GROUND

DIKE

TYPICAL CROSS SECTION

V-DITCH

STA. 0+00 - STA. 3+15

SCALE: NONE

TYPICAL CROSS SECTION

V-DITCH

STA. 3+15 - STA. 26+00

SCALE: NONE

ON 3

H 1V ON 2H

1V ON 2H1V

ON 3

OF SLOPE

EXISTING TOE

TREE LINE OR R/W

VARIES

PLAN

300 600FT 0 300150

SCALE: 1''= 300'

Disposal area approx. 67 ac

Fill Vol = 538,961 CORRECTED ON 6/17/16 FILL VOL=534,601 CY Dike Vol = 38,105 CORRECTED ON 6/17/16 DIKE VOL=44,042 cy volume of disposal recalculated (7C-2-IDIQ_EL 149.dtm).

FIELD

CULTIVATED

SEC. 19

WOODS

T L R -3 -1

TLR-36-1227.18

E 2, 8, TLR-37-1

227.27

IR TLR-37

L R -3

NOTE:

TRAVERSE DATA BASED ON MISSISSIPP1 STATE PLANE

E 2, 6, N

IR TLR-4

COORDINATE SYSTEM, WEST ZONE NAD 83(FEET)

LEGEND

SILT FENCE

CROSS SECTION

AND/OR LOCATION OF

SURVEY POINT (IRON ROD)

SOIL BORING

EXISTING TOP BANK

EXISTING ROAD

R/W

PREVENTION PLAN FOR POLLUTION ADDITIONAL REQUIREMENTS.

SECTION 01 57 20.00 09 ENVIRONMENTAL PROTECTION AND SECTION 01 57 23.00 09 STORM WATER

AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS, AND PERMITS. REFERENCE

INCLUDING ADDITIONAL PROTECTION MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE

WORK OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO DEVELOP A COMPLETE PLAN, A MINIMUM LEVEL OF PROTECTION REQUIRED AT ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS

FULLY ADDRESS ALL CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED TO ESTABLISH

6. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN THE CONTACT DRAWINGS MAY NOT

R/W=TREE LINE

OF EXISTING ROAD

R/W=NORTH EDGE

R/W=PROPERTY/LOT LINE

LOT 1

LOT 2

R/W=PROPERTY LINE

BE CONSTRUCTED

NEW V-DITCH TO

STA. 26+00

END V-DITCH

BANK

R/W=TOP

7C-2

DISPOSAL AREA

101.0322° 94.27'

142.5725° 171.63'

E: 2,328,292

N: 1,615,074

STA. 0+00

BEGIN V-DITCH

PROPOSED DIKE

OUTFLOW STRUCTURE

OF WEIR AND DROP INLET

APPROXIMATE LOCATION

SILT FENCE

R/W LIMIT= PROPERTY LINE

OF EXISTING COUNTY R/W

R/W LIMIT= NORTH EDGE

NOT TO BE DISTURBED

EXISTING UTILITY POLE

SILT FENCE

1 2 3 4

C-501

E F

E D

E L

E R

D E

U A

N T

Y C

O N

T R

A C

F L

O O

D C

O N

T R

O L

P I

E R T

U T

A R

IDENTIFICATION

SHEET

Y A

Z O

O B

A S

P I

T A

L L

A H

A T

C H

O U

N T

P I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

U P

P E

R Y

A Z

O O P

R O J E

C T S

E M

S T

O R

M W

A T

E R P

O L L

U T

N P

R E

V E

N T

N P

L A

K S

B U

R G D

T R

C H

A N

N E

L I

M P

R O

V E

M E

N T

D E

N E

D B

K S

B U

R G

P I

J L T

S H

E E

T T

L E

F O

R D

P O

S A

L A

R E

C -2

D A

T E

D W

N B

J L T

C K

D B

E C D

S O

A T

N N

S U

B M

T E

D B

D E

N B

R A

N C

W E

E -1

-B -0

H e n ry A

D u la n e y P .E

L E

V E

E D

R A

A G

E S

E C

C O

N T

R A

C T N

P L

O T S

C A

L E

W E

E -0

-C -x x x x

P L

O T D

A T

/5 /2

E N

U M

B E

Y -1

-3

E N

A M

A N

S I

D C -5

.d g n

M A

R K of Engineers

US Army Corps of Engineers

US Army Corps

D E

S C

N D

A T

E A

P P

M A

R K

D E

S C

N D

A T

E A

P P

R/W LIMIT= PROPERTY LINE

297.94

33.8531°

WOODS

R-

-1

T L R -3 -1

L R -3

FIELD

CULTIVATED

SEC. 19

FIELD

CULTIVATED

FIELD

CULTIVATED

TOP BANK

NEW DITCH TOP BANK

DIKE TOE 5 FT FROM

NEW DITCH TOP BANK

DIKE TOE 5 FT FROM

DIKE TOE

S T

O R

M W

A T

E R P

O L L

U T

N P

R E

V E

N T

N P

L A

F O

R D

P O

S A

L A

R E

C -2

EXCAVATION

V-DITCH

ROADSIDE TOP BANK OF EXISTING DITCH

TOP BANK OF DITCH SHALL TIE INTO

BOTTOM GRADE SHOWN ON PROFILE

1V ON 2.5H SIDE SLOPES

V-DITCH TO BE CONSTRUCTED

R/W LIMIT= PROPERTY LINE

EXCAVATION

V-DITCH

BOTTOM GRADE SHOWN ON PROFILE

1V ON 2.5H SIDE SLOPES

V-DITCH TO BE CONSTRUCTED

TREE LINE

SILT FENCE

VARIES

SILT FENCE

15'

V-DITCH PROFILE, ELEVATIONS IN N.G.V.D. 295.

SURVEY DATUM IS MISSISSIPPI WEST STATE PLANE COORDINATE SYSTEM NAD 83.4.

REPAIRED TO AN EQUAL TO OR BETTER THAN CONDITION PRIOR TO COMPLETION OF CONSTRUCTION.

KELLY GREENWOOD, P.O. BOX 610, CLARKSDALE MISSISSIPPI. THE ROAD SHALL BE

ANY DAMAGE TO THE ROAD SHALL BE REPAIRED, CONTACT THE COUNTY ENGINEER3.

AND A 1V ON 3H SIDE SLOPE.

ALL RAMPS SHALL HAVE AN 18 FOOT CROWN WIDTH WITH A 1V ON 10H SLOPE 2.

DIKE MATERIAL SHALL NOT BE PLACED ON STATE OR COUNTY ROAD RIGHT-OF-WAY.1.

NOTES:

SILT FENCE

15'

VARIES

10'

EL. 150.00

TOP OF DIKE

EXISTING GROUND SURFACE

ON 3

1V ON 2H

5' RETAINING DIKE

C-502

TREE LINE OR R/W

VARIES

W O

O D

W O

O D

TLR-

-1

W O

O D

W O

O D

W O

O D

W O

O D

W O

O D

W O

O D

T L R

N K

FIELD

CULTIVATED

I R

T L

R 0T

L R

TLR-

-1

TLR-

N K

W O

O D

W O

O D

N K

PLAN

0 400 400 800FT 200

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

FIELD

CULTIVATED

I R

T L R

I R

T L R

IR TLR-58

TLR-57-1

229.07

TLR-55-1

228.97

IR TLR-56

IR TLR-57

LEGEND

IR TLR-58

SILT FENCE

CROSS SECTION

AND/OR LOCATION OF

SURVEY POINT (IRON ROD)

SOIL BORING

EXISTING TOP BANK

EXISTING ROAD

R/W

30'

°5

E 2,332,000

7C-3

DISPOSAL AREA

DRAINAGE DITCH

OFFSET FROM C/L EXISTING

R/W LIMIT=30'

R /W L

R O

P E

R T

Y L

R/W

LIMIT=PROPERTY LINE

R /W L

R O

P E

R T

Y L

R/W

LIMIT=PROPERTY LINE

R/W LIMIT=TREELINE

ALL .DTMs LOCATED AT P:/Y 15 324/PLANS AND SPECS/WORKING FILES/THIN LAYER DISPOSALS/SITE3 TURNER

FILL VOLUME: 1,022,540 CY

DIKE VOLUME: 83,117 CY

FILL SURFACE: DA7C3 Elev149

DIKE SURFACE: DA7C3 DIKE150

ORIGINAL SURFACE: ITEM3.DTM

Area: 90 AC.(+-)

PROPOSED DIKE

°2

°5

°1

EXISTING GROUND SURFACE

DROP INLET OUTFLOW STRUCTURE

OF PROPOSED WEIR AND

APPROXIMATE LOCATION

L E

V E

E D

R A

A G

E S

E C

E C D

' C -5

.d g n

S T

O R

M W

A T

E R P

O L L

U T

N P

R E

V E

N T

N P

L A

F O

R D

P O

S A

L A

R E

C -3

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

S U

B M

T E

D B

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

H e n ry A

D u la n e y P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

T A

L L

A H

A T

C H

O U

N T

P I

U P

P E

R Y

A Z

O O P

R O J E

C T S

E M

C H

A N

N E

L I

M P

R O

V E

M E

N T

Y -1

-3

E F

E D

E L

E R

D E

U A

N T

Y C

O N

T R

A C

F L

O O

D C

O N

T R

O L

P I

E R T

U T

A R

Y A

Z O

O B

A S

P I

PREVENTION PLAN FOR POLLUTION ADDITIONAL REQUIREMENTS.

SECTION 01 57 20.00 09 ENVIRONMENTAL PROTECTION AND SECTION 01 57 23.00 09 STORM WATER

AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS, AND PERMITS. REFERENCE

INCLUDING ADDITIONAL PROTECTION MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE

WORK OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO DEVELOP A COMPLETE PLAN, A MINIMUM LEVEL OF PROTECTION REQUIRED AT ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS

FULLY ADDRESS ALL CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED TO ESTABLISH

1. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN THE CONTACT DRAWINGS MAY NOT

NOTES:

ON 3

1V ON 2H

10'

30' MIN.

RETAINING DIKE LAYOUT

SCALE: NONE

CROSS SECTION B-B

CROSS SECTION A-A

RETAINING DIKE LAYOUT

SCALE: NONE

RETAINING DIKE

SILT FENCE

°5

°3 '5

°4

EL. 150.00

TOP OF DIKE

EXISTING DITCH

CENTER LINE

0 140

2 14

DIKE TOE

SCALE 1:4,000

DIKE TOE

18" MIN.

R90 RIPRAP

GROUND

EXISTING

GROUND

EXISTING

(EXISTING)

TOP OF SLOPE

(EXISTING)

TOP OF SLOPE

WIDTH VARIES

18" MIN.

R90 RIPRAP

GROUND

EXISTING

GROUND

EXISTING

(EXISTING)

TOP OF SLOPE

(EXISTING)

TOP OF SLOPE

WIDTH VARIES

DITCH OUTLET PROTECTIONDITCH OUTLET PROTECTION

LIMITS OF RIPRAP

SCALE: NONE

CHANNEL

TOP BANK EXISTING

F L

O W

F L

O W

F L O

SCALE: NONE SCALE: NONE

R/W LIMIT

RIPRAP

LIMITS OF

RIPRAP

LIMITS OF

R/W LIMIT

DITCH OUTLET PROTECTION DITCH A DITCH OUTLET PROTECTION DITCH B DITCH OUTLET PROTECTION DITCH C

DITCH OUTLET PROTECTION DITCH D DITCH OUTLET PROTECTION DITCH E

SCALE: NONE

DITCH OUTLET PROTECTION DITCH F

J L T

C-503

C H O

U T

L E

T P

R O

T E

C T

N D

E T

R/W LIMIT

F L

O W

RIPRAP

LIMITS OF

CHANNEL

TOP BANK EXISTING

RIPRAP

LIMITS OF

F L

O W

R/W LIMIT

EXISTING DITCH

TOP BANK

CHANNEL

TOP BANK EXISTING

IR TLR-6

DITCH/CHANNEL

TOP BANK EXISTING

B A

S E

227.55

TLR-39-2

227.81

TLR-42-1

BASELI

N E

L R -5

CHANNEL

TOP BANK EXISTING

224.64

TLR-5-1

V-DITCH

TOP CHANNEL

R/W LIMIT AND

DITCH

TOP BANK EXISTING

TOE OF DIKE

LIMITS OF RIPRAP

F L

O W

CENTERLINE EXISTING DITCH

C -5

.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

S U

B M

T E

D B

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

L E

V E

E D

R A

A G

E S

E C

E C D

N H e n ry A

D u la n e y P .E

W E

E -1

-B -0

W E

E -0

-C -x x x x

T A

L L

A H

A T

C H

O U

N T

P I

U P

P E

R Y

A Z

O O P

R O J E

C T S

E M

C H

A N

N E

L I

M P

R O

V E

M E

N T

Y -1

-3

E F

E D

E L

E R

D E

U A

N T

Y C

O N

T R

A C

F L

O O

D C

O N

T R

O L

P I

E R T

U T

A R

Y A

Z O

O B

A S

P I

BANK CHANNEL

APPROX. NEW TOP

BANK CHANNEL

APPROX. NEW TOP

BANK CHANNEL

APPROX. NEW TOP

20'

BANK CHANNEL

APPROX. NEW TOP

BANK CHANNEL

APPROX. NEW TOP

TYPICAL CROSS SECTION

SCALE: NONE

TYPICAL CROSS SECTION

SCALE: NONE

FLOW

FL…

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