GDrain_AccessRd_AsAdv_Plans.pdf

PDF 45 MB Posted Jul 21, 2016

Attached to: Clarence Cannon Wildlife Refuge
Solicitation number: W912P9-16-B-0013
Issued by: Department of the Army Corps of Engineers Engineering District St Louis

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W912p9-16-b-0013-01.pdf	PDF	Jul 25, 2016
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A02_CCNWR_South_unit__Access_Rd_Adv_specs.pdf	PDF	Jul 21, 2016
W912P9-16-B-0013.pdf	PDF	Jul 21, 2016

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N O

W P P -1

-B -0

K R

H B

C B

G-001

W P -X

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M -E

M P -1

G -0

C O

V .d g n fiof Engineers

US Army Corps of Engineers

US Army Corps

Solicitation: W912P9-16-B-0013

Contract: W912P9-XX-X-XXXX

C O

V E

R S

H E

E T

E C

O U

N T

S O

U R I

C L

A R

E N

C E C

A N

N O

N N

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L W

E R

E F

U G

U P

P E

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P I

HABITAT REHABILITATION & ENHANCEMENT PROJECT

H A

A T R

E H

A B

A T

N E

N H

A N

C E

M E

N T P

R O J E

C T

UPPER MISSISSIPPI RIVER

PIKE COUNTY, MISSOURI

CLARENCE CANNON NATIONAL WILDLIFE REFUGE

K O

R Y H

A N

N A

GRAVITY DRAIN STRUCTURE & PS ACCESS ROAD

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

J U

L Y

JULY 2016

M -E

M P -1

G -0

C O

E V

H A

N K

S P .E

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 fiof Engineers

US Army Corps

P -1

-B -0

K R

H B

C B

G-002

W P -X

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M -E

M P -1

G -0

D .d g n

GENERAL

INDEX OF DRAWINGS

TITLE TITLE TITLE TITLESHT SHT SHT SHT

GEOTECHNICAL

CIVIL

STRUCTURAL

G-001

C-101

S-001

E X O

F D

R A

G S

E C

O U

N T

S O

U R I

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

U P

P E

R M

P I

H A

A T R

E H

A B

A T

N E

N H

A N

C M

E N

T P

R O J E

C T

K O

R Y H

A N

N A

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

COVER SHEET

G-002

G-003

G-004

INDEX OF DRAWINGS

LOCATION AND VICINITY MAPS

GENERAL NOTES & LEGEND

B-201

B-202

B-203

B-204

BORING LOCATION PLANB-101

C-102

C-103

C-104

C-105

C-106

C-201

C-301

C-501

OVERALL SITE PLAN

BORROW SITE PLAN

GRAVITY DRAIN STRUCTURE - EXCAVATION

GRAVITY DRAIN STRUCTURE - FINAL GRADING

GRAVITY DRAIN STRUCTURE - PROFILE

TYPICAL SECTIONS

TYPICAL DETAILS

J U

L Y

C-601 CONTROL TABLES

S-101

S-102

S-501

S-504

S-505

SR501

SR502

S-506

S-507

S-509

S-510

S-511

S-502

G-005 BENCHMARK LOCATION PLAN

SHEET PILE WALLS AND TIE RODS PLAN, ELEVATION AND SECTIONS

GENERAL STRUCTURAL NOTES

PLAN, ELEVATION AND SECTION

BASE SLAB AND OPERATING LEVEL DETAILS - PLANS

GUARDRAIL TYPE II - LAYOUT AND DETAILS

GUARDRAIL TYPE III AND MISCELLANEOUS DETAILS

DECK BEAM DETAILS

BRIDGE DECK CURBS AND REINFORCING

BRIDGE GUARDRAIL, BEAM AND DECK DRAIN LAYOUT

CURB AND DECK DRAIN DETAILS

OVERSHOT GATE SIDE RUBBING PLATES AND AIR RELIEF SYSTEM

SLAB REINFORCEMENT

WALL REINFORCEMENT

NOT USEDS-508

S-503 NOT USED

GUARDRAIL DETAILS - TYPE I

M -E

M P -1

G -0

E V

H A

N K

S P .E

B-001 SOIL AND ROCK LEGEND

BORING LOG PROFILES - 1 OF 4

BORING LOG PROFILES - 2 OF 4

BORING LOG PROFILES - 3 OF 4

BORING LOG PROFILES - 4 OF 4

CHANNEL REALIGNMENT AREA PLAN AND PROFILE

PUMP STATION SETBACK PLAN AND PROFILE

C-302 PS ACCESS ROAD RE-ALIGNMENT TYPICAL SECTIONS

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

P -1

-B -0

K R

H B

C B

G-003

W P -X

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M -E

M P -1

G -0

.d g n

LEGEND

PROJECT

LOCATION

DISTRICT BOUNDARIES

L/D

SPRINGFIELD

CHESTER

STE.GENEVIEVE

PADUCAHCAIRO

MURPHYSBORO

CARLYLE

VANDALIA

SHELBYVILLE

ST.CHARLES

HERMANN

TROY

HARDIN

HANNIBAL

ST.LOUIS

EAST

ST.LOUIS

HAVANA

PEORIA

NEW

LONDON

I L L I N O I S

M I S S O U R I

IOWA

JEFFERSON CITY

UNION

ALTONM

I S S

O U

I RIVER

UIVR

MARK TWAIN

LAKE

B O

R B

S E

E U

MERA

. B

B L

LAKE

WAPPAPELLO

REND

LAKE

BIG

U D

OHIO

VER

K A

S K

A S

CARLYLE

LAKE

SHELBYVILLE

VER

I L L I

N O I S

M I S S I S S I P P I

R I

S T

RIVE

M I S S

I S

SIPPI

R I

V E

PROJECT LOCATION MAP

SCALE 1" = 1500’

VICINITY MAP

SCALE: NTS

E C

O U

N T

S O

U R I

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

H A

A T R

E H

A B

A T

N E

N H

A N

C E

M E

N T P

R O J E

C T

U P

P E

R M

P I

L O

C A

N A

N D V

Y M

R Y H

A N

N A

0 1500 3000

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

MO-79

ANNADA, MO

P I R

E R

BRYANTS C

REEK

REFUGE BOUNDARY

PUMP STATION ACCESS ROAD C/L

GRAVITY DRAIN STRUCTURE

J U

L Y

M -E

M P -1

G -0

E V

H A

N K

S P .E

PAYNESVILLE ROAD

REFUGE OFFICE

NATIONAL WILDLIFE

CLARENCE CANNON

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

P -1

-B -0

K R

H B

C B

G-004

W P -X

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M -E

M P -1

G -0

L E

G .d g n

DRAWING/DETAIL LOCATION DESIGNATION

L1 LOUVER TYPE SYMBOL

DRAWING/DETAIL TITLE

DRAWING NAME

1/8" = 1’ 0"

(DRAWN) SHOWN

DRAWING/DETAIL LIMITS

DETAIL DESIGNATION

DESIGNATION

SECTION/DETAIL LOCATION DESIGNATION

SECTION/DETAIL

DESIGNATION

EXTERIOR ELEVATION

DESIGNATION

INTERIOR ELEVATION### ##

ROOM NAME

ROOM NUMBER

BREAK LINE, MATERIAL

COLUMN REFERENCE

TO CONTINUE

REVISION CLOUD

NORTH ARROW

ELEVATION TARGET

REVISION DESIGNATION

ROOM INDENTIFIER

ELEVATION/DETAIL LOCATION DESIGNATION

DETAIL LOCATION DESIGNATION

MATCH LINE

SIMILAR, OR OPPOSITE HAND

SCALE

SHEET NUMBER DESIGNATION WHERE

REF ##/#-###

FOR CONTINUATION

X-XXX

(DRAWN) SHOWN

SHEET NUMBER DESIGNATION WHERE

NOT USED ON SHEET

SLOPE

HIGH POINT ROOF

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

FIRST REFERENCED

SHEET NUMBER DESIGNATION WHERE

LEVEL

0’-00"

CARPET

GRANULAR FILL

CONCRETE

EARTH

GYPSUM BOARD

STEEL

GLASS

ACOUSTICAL CEILING PANEL

FINISH WOOD

STONE

CMU

WOOD ROUGH

WOOD BLOCKING, SHIM

PRECAST CONCRETE

CAST STONE OR

THERMAL INSULATION (BLANKET)

THERMAL INSULATION (RIGID)

MDF OR PLYWOOD

SOLID SURFACE MATERIAL

BRICK

ROOM

NAME

GENERAL SYMBOLS MATERIAL SYMBOLS ABBREVIATIONS GENERAL NOTES

KEYNOTE

G E

N E

R A

L N

O T

E S L

E G

E C

O U

N T

S O

U R I

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

H A

A T R

E H

A B

A T

N E

N H

A N

C M

E N

T P

R O J E

C T

U P

P E

R M

P I

K O

R Y H

A N

N A

H J

U L

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

NOT TO SCALE.

SCALED. NTS SHOWN WHERE DRAWINGS ARE

3. DRAWINGS ARE TO SCALE, BUT SHALL NOT BE

2. ALL VERTICAL COORDINATES ARE IN NGVD88

1. ALL HORIZONTAL COORDINATES ARE IN NAD83

WATER MAINWM

WOODWD

WIDTHW

UNDERGROUNDUGND

UNLESS NOTED OTHERWISEUNO

TYPICALTYP

TOP AND BOTTOMT&B

STAINLESS STEELSST

SPECIFICATIONSSPEC

SIMILARSIM

SANITARYSAN

RIVERWARDR/W

OPPOSITE HANDOH

OUTSIDE FACEOF

ON CENTEROC

NUMBERNO

NEAR FACENF

MISCELLANEOUSMISC

MIRROREDMIRR

MINIMUMMIN

MAXIMUMMAX

LANDWARDL/W

LONGLG

INSIDE FACEIF

HEIGHTHT

HOLLOW METALHM

GRAVITY DRAINGD

INSTALLED

GOVERNMENT FURNISHED, CONTRACTOR GFCI

GALVANIZEDGALV

FLARED END SECTIONFES

FLOOR DRAIN FD

FAR FACEFF

EXISTINGEXIST

EACH WAYEW

ELEVATIONEL

EXPANSION JOINTEJ

EACH FACEEF

DRAWINGDWG

DIAMETERDIA

CONTRACTING OFFICERS REPRESENTATIVECOR

CONCRETECONC

CLEAN OUTCO

CONCRETE MASONRY UNITCMU

CORRUGATED METAL PIPECMP

CONSTRUCTION JOINTCJ

CLEARCLR

CURB & GUTTERC&G

CENTER LINEC/L

BOTTOMBOT

BITUMINOUSBITUM

ALUMINUMALUM

ALTERNATE WITHALT W/

APPROXIMATEAPPROX

ABOVE FINISH FLOORAFF

ARTICULATED CONCRETE BLOCKACB

M -E

M P -1

G -0

L E

E V

H A

N K

S P .E

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

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

-E

M P -1

G -0

L N .d g n

W P P -1

-B -0

K R

H B

C B

G-005

W P -X

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E C

O U

N T

S O

U R I

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

H A

A T R

E H

A B

A T

N E

N H

A N

C M

E N

T P

R O J E

C T

U P

P E

R M

BRYANTS CREEK

J U

L Y

E V

H A

N K

S P .E

K O

R Y H

A N

N A

BENCHMARK LOCATION PLAN

SCALE 1" = 800’ 0 800’ 1600’

P I R

E R

8JHS 1972

USFWS CP3

USFWS CP1

USFWS BM1

USFWS CP2

USFWS CP2USFWS CP4

USFWS BM2

USFWS CP1

B E

N C

H M

A R

K L

O C

A T

N P

L A

REFUGE OFFICE

PAYNESVILLE ROADANNADA, MO

MO-79 HIGHWAY

M -E

M P -1

G -0

L N

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

GRAVITY DRAIN LOCATION

PUMP STATION SETBACK

CHANNEL RE-ALIGNMENT

PUMP STATION ACCESS ROAD

BORROW AREA

P -1

-B -0

B-001

W P -X

A N

S I

S T L

O U

T R

S T L

O U

S O

U R 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 M

P I

M -E

M P -1

B -0

L E

G .d g n

K R

H C

L M

H A

A T R

E H

A B

A T

N E

N H

A N

C M

E N

T P

R O J E

C T

E C

O U

N T

S O

U R I

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

E C

A R

O L

E W

M S

E V

H A

N K

S P .E

M -E

M P -1

B -0

L E

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

G L

E G

E N

J U

L Y

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

vSo

St vSt

< 250

250-500

500-1000

1000-2000

2000-4000

> 4000

SYMBOLCONSISTENCY

CONSISTENCY

FOR COHESIVE SOILS

COHESION IN LBS./SQ.FT. FROM

SYMBOLS TO LEFT OF BORING

Denotes location of sample subjected to consolidation test and each

Pressure Test Results

Shown as 5 gals/min at 50 psi 5-50

UNCONFINED COMPRESSION TEST

Results of these tests are available for inspection in the U.S. Army Engineer District of the above three types of shear tests

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

Are natural water content in percent dry weight (FW denotes Free Water) ASTM D 2216

Denotes location of consolidation-undrained triaxial compression test

Denotes location of consolidation test

Denotes location of consolidation-drained direct shear test

Denotes location of unconsolidation-undrained triaxial compression test

Are liquid and plastic limits, respectively - ASTM D 4318

Groundwater surface and date observed

APPLICABLE PUBLICATIONS

U.S. Army Engineer Manual (EM)

EM 1110-2-1906

Engineering and Design, Laboratory

Soils Testing, 30 November 1970

Revised 20 August 1986

American Society for Testing and Materials (ASTM) Standards

ASTM D 2487 Classification of Soils for Engineering Purposes.

ASTM D 1586 Method for Penetration Test and Split-Barrel Sampling of Soils.

ASTM C 136 Method for Sieve Analysis of Fine and Coarse Aggregates.

ASTM D 2166 Test Methods for Unconfined Compressive Strength of Cohesive Soil.

ASTM D 2488 Description and Indentification of Soils (Visual-Manual Procedure).

ASTM D 4318 Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils.

Denotes proposed channel grade

Rock, and Soil-Aggregate Mixtures.

ASTM D 2216 Method for Laboratory Determination of Water (Moisture) Content of Soil, WB- WING BIT

VST-VACCUM SHELBY TUBE (5")

SSS-STANDARD SPLIT SPOON

RB- ROLLER BIT

HSP-HAND SAMPLE PROBE

HSA-HOLLOW STEM AUGER

HDA-HAND AUGER

CPT-CONE PENETROMETER

BKH-BACKHOE

AUG-AUGER

DRILLING AND SAMPLING EQUIPMENT

TAN

YELLOW

RED

BLACK

GRAY

LIGHT GRAY

MOTTLED

WHITE

BLUE-GREEN

BLUE

GREEN

GRAYISH-GREEN

GREENISH-GRAY

GRAYISH-BROWN

BROWNISH-GRAY

DARK BROWN

LIGHT BROWN

BROWN

DARK GRAY

Gr lGr dGr

Br lBr dBr

Mot

A Angle Core Boring

Bag Samples-Soil-Borings

Core Boring

Observation Boring

Piezometer

LETTER

SYMBOL

DESCRIPTION

MODIFICATION SYMBOL

MODIFICATIONS

Traces

Medium

Fine

Coarse

Rootlets

Lignite fragments

Sandstone fragments

Shell fragments

Organic matter

Clay strata or lenses

Sandy

Gravelly

Boulders

Slickensides

Wood

Oxidized

SIS

slf sds shs lg rt cc

Tr-

Sand strata or lenses

Silt strata or lenses

B.Ca.

vFVery Fine

Began use of casing

B.D.M.

NX Core

Began use of drilling mud

Decomposed Limonite

Concretions

Beginning of

Specified Core Size

Shale fragments

COLOR SYMBOL

WOOD

SHELLS

HIGHLY ORGANIC SOILS

WOOD

SHELLS

MAJOR DIVISION TYPE

LETTER

SYMBOL

TYPICAL NAMES

E -G

R A

E D S

S C

O A

R S

E -G

R A

E D S

S A

N D

S G

R A

V E

L S

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

Where underlined with a dashed line denotes laboratory permeability in centimeters

BORING SUFFIX

DESCRIPTIVE SYMBOLS

SYM

BOL

th a n N o s ie v e s iz e

M o re t h a n h a lf o f

M o re t h a n h a lf o f c o a rs e f ra c ti o n i s c o a rs e f ra c ti o n i s s ie v e s iz e s ie v e s iz e

(Appreciable

CLEAN

GRAVEL

WITH FINES

SAND

CLAYS

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

SILT AND

ORGANIC SILTS and organic silty clays of low plasticity

COLORS

DLC

SYMBOLS TO RIGHT OF BORING

U-LINE :PI=0.9(LL-8)

A-LINE :PI=0.73(LL-20)

80 1000

For classification of fine-grained soils

CL-ML

N E

"A " L

PLASTICITY CHART

Ground Surface Elev. G.S.E.

L.L. - LIQUID LIMIT

P .I P

L A

S T

Y I

N D

E X

BRG

GYB

GNG

Gyg

BLG

REDDISH RD

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, gravelly sands

SAND, Poorly-graded, gravelly 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

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

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

Where underlined with a solid line denotes laboratory permeability in centimeters sample obtained.

Reference: ASTM D 2487, Figure 3

UNIFIED SOIL CLASSIFICATION ASTM D 2487

per second of undisturbed sample.

la rg e r th a n N o s m a ll e r th a n N o per second of sample remolded to the estimated natural void ratio.

GENERAL NOTES :Calc. Concretions

In parenthesis and not underlined are driving resistance in blows per foot determined split spoon sampler and 350 lb. driving hammer with an 18 " drop.

" I.D., 3 " O.D. 2 130 ’’ drop - ASTM D 1586. In parenthesis and underlined are for a 2

" I.D., 2 " O.D.) and a 140 lb. driving hammer with a 8 3with a standard split spoon sampler (1

Water Surface Elev. W.S.E.

When underlined denotes D size in mm - ASTM C 136

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

is finer, and 90% coarser than size D - ASTM C 136.

The D size of a soil is the grain diameter in millimeters of which 10% of the soil

Denotes classification determined by process of drilling, no representativeA

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

(Liquid Limit > 50)

(Liquid Limit < 50)

Amount of Fines)

(Appreciable

Amount of Fines)

(Little or No fines)

SILT AND

CLAYS

"DIFFERING SITE CONDITIONS."

CONSIDERED AS DIFFERING MATERIALLY WITHIN THE PURVIEW OF THE CONTRACT CLAUSE ENTITLED

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

WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR RESPECTIVE LOCATIONS

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

FIGURES TO RIGHT OF BORING

LEFT OPEN.

LOGS WITH SEASONAL WEATHER CHANGES AND DEPENDING ON THE LENGTH OF TIME THE BORE HOLE IS

VERTICAL REACHES OF SUCH BORINGS. GROUNDWATER ELEVATION CAN VARY FROM THAT SHOWN ON THE

NECESSARILY MEAN THAT GROUNDWATER WILL NOT BE ENCOUNTERED AT THE LOCATIONS OR WITHIN THE

BORINGS INDICATES THAT NO GROUNDWATER DATA ARE AVAILABLE FROM THE BORING BUT DOES NOT

ENCOUNTERED IN SUCH BORINGS ON THE DATE SHOWN. ABSENCE OF WATER SURFACE DATA ON CERTAIN

GROUNDWATER ELEVATIONS SHOWN ON THE BORING LOGS REPRESENT GROUNDWATER SURFACE

SHEAR STRENGTHS FROM UNCONFINED COMPRESSION TESTS ARE SHOWN.

EXAMINATION AND IS APPROXIMATE, EXCEPT WITHIN THOSE VERTICAL REACHES OF THE BORING WHERE

CONSISTENCY OF COHESIVE SOIL SHOWN ON THE BORING LOGS IS BASED ON DRILLER’S LOG AND VISUAL

Undisturbed Sample-Soil-Boring

CONGLOMERATE

SANDSTONE

GRAYWACKE

COMPACTION SHALE

CEMENTED SHALE

COAL

LIMESTONE

DOLOMITE

CHALK (OR MARL)

CHERT

CAVITY

LETTER

SYMBOL

SYM

BOL

ROCK CLASSIFICATION

CLASSIFICATION AND

GROUP

S E

E N

T A

R Y R

O C

K S

SAN

GRA

CON

CLA

SHA

CEM

COA

LIM

DOL

CHA

CLAYSTONE OR SILTSTONE

GRN GRANITE

DESCRIPTION OF ROCK

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

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

P -1

-B -0

K R

H C

L M

B-101

W P -X

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M -E

M P -1

B -1

L N .d g n

E C

O U

N T

S O

U R I

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

H A

A T R

E H

A B

A T

N E

N H

A N

C M

E N

T P

R O J E

C T

U P

P E

R M

P I

0 600’ 1200’ C1

BORING LOCATION PLAN

SCALE 1" = 600’

B O

G L

O C

A T

N P

L A

GENERAL SHEET NOTES

1. SEE SHEETS B-201 - B-211 FOR BORING LOG PROFILES.

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

J U

L Y

C2 PS4

PSD1

PSDR

NWR-201R-15

RSUB1

BERM7

ESUB2

CSUB2

NSUB3

NE2

M -E

M P -1

B -1

L N

E V

H A

N K

S P .E

C A

R O

E W

M S

PUMP STATION ACCESS ROAD

PUMP STATION SETBACK

CHANNEL RE-ALIGNMENT

GRAVITY DRAIN LOCATION

BORROW AREA

P -1

-B -0

K R

B-201

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

M -E

M P -1

B -2

B O

R .d g n

W P -X

C L

E C

O U

N T

S O

U R I

GENERAL SHEET NOTES

U P

P E

R M

P I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

H A

A T R

E H

A B

A T

N E

N H

A N

C M

E N

T P

R O J E

C T

B O

G L

O G P

R O

1. SEE SHEET B-101 FOR BORING LOCATION PLAN.

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

J U

L Y

E V

H A

N K

S P .E

M -E

M P -1

B -2

B O

C A

R O

E W

M S

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

ORGANIC SOIL (OH).

FAT CLAY (CH), BROWN, MOIST, SOFT, HOMOGENEOUS.

BOTTOM OF HOLE.438.00

14-CSUB1

N 1248243.803 E 737608.24

21 MAR 14

LL PL

10DSPT W

G.S.E. 440.50

FAT CLAY (CH), BROWN, MOIST, SOFT, HOMOGENEOUS.

FAT CLAY (CH), BROWN, MOIST, SOFT, HOMOGENEOUS, TRACE SAND.

FAT CLAY (CH), BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS, TRACE SAND.

FAT CLAY (CH), BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS.

LEAN CLAY (CL).

LEAN CLAY (CL), BROWN, MOIST, VERY LOOSE, HOMOGENEOUS, WITH SAND, AND SILT.

LEAN CLAY (CL), BROWN, WET, VERY LOOSE, HOMOGENEOUS.

LEAN CLAY (CL), BROWN GRAY, WET, VERY SOFT, HOMOGENEOUS.

POORLY GRADED SAND WITH SILT (SP-SM), SUBROUNDED; BROWN, SATURATED, LOOSE, HOMOGENEOUS.

POORLY GRADED SAND WITH SILT (SP-SM), SUBROUNDED; GRAY, SATURATED, MEDIUM DENSE, HOMOGENEOUS.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; GRAY, LOOSE, HOMOGENEOUS, WITH

COARSE SAND, AND FINE GRAVEL.

BOTTOM OF HOLE.411.10

0.081

0.160

14-BERM7

N 1245508.457 E 744467.93

20 MAR 14

39°15’15.2712" -90°46’3.7668"

LL PL

10DSPT W

G.S.E. 441.10

ORGANIC SOIL (OH).

FAT CLAY (CH), BROWN, MOIST, SOFT, HOMOGENEOUS.

BOTTOM OF HOLE.439.30

14-CSUB2

N 1250382.873 E 738414.848

19 MAR 14

LL PL

10DSPT W

G.S.E. 441.30

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

P -1

-B -0

K R

B-202

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

M -E

M P -1

B -2

B O

R .d g n

W P -X

C L

E C

O U

N T

S O

U R I

GENERAL SHEET NOTES

U P

P E

R M

P I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

H A

A T R

E H

A B

A T

N E

N H

A N

C M

E N

T P

R O J E

C T

B O

G L

O G P

R O

1. SEE SHEET B-101 FOR BORING LOCATION PLAN.

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

J U

L Y

E V

H A

N K

S P .E

M -E

M P -1

B -2

B O

C A

R O

E W

M S

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

FAT CLAY (CH), DARK BROWN, MOIST, SOFT, HOMOGENEOUS, TRACE SAND, TRACE ORGANICS.

FAT CLAY (CH), DARK BROWN, MOIST, VERY STIFF, HOMOGENEOUS, TRACE SAND, TRACE ORGANICS.

FAT CLAY (CH), DARK BROWN, MOIST, STIFF, HOMOGENEOUS, TRACE SAND.

FAT CLAY (CH), DARK BROWN BROWN, MOIST, STIFF, HOMOGENEOUS, TRACE SAND.

LEAN CLAY (CL).

LEAN CLAY (CL), GRAY BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS, TRACE FINE SAND, TRACE SILT.

FAT CLAY (CH), GRAY BROWN, MOIST, STIFF, HOMOGENEOUS, TRACE FINE SAND, TRACE SILT.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; GRAY, SATURATED, HOMOGENEOUS, TRACE ORGANICS.

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM, SUBROUNDED; GRAY, SATURATED, VERY LOOSE, HOMOGENEOUS.

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; GRAY, SATURATED, LOOSE, HOMOGENEOUS.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWN, SATURATED, MEDIUM DENSE, HOMOGENEOUS, TRACE COARSE SAND.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWN, SATURATED, LOOSE, HOMOGENEOUS, TRACE COARSE SAND.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWN, SATURATED, MEDIUM DENSE, HOMOGENEOUS, TRACE COARSE SAND, TRACE FINE GRAVEL.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWN, SATURATED, MEDIUM

DENSE, HOMOGENEOUS.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWN, SATURATED, MEDIUM DENSE, HOMOGENEOUS, WITH COARSE SAND, TRACE FINE GRAVEL.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWN, SATURATED, LOOSE, HOMOGENEOUS, WITH COARSE SAND, TRACE FINE GRAVEL.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWN, SATURATED, MEDIUM DENSE, HOMOGENEOUS, WITH COARSE SAND.

BOTTOM OF HOLE.383.10

0.083

0.124

0.116

0.086

0.160

0.215

0.091

0.081

0.254

0.311

0.229

14-E2

N 1248016.704 E 740922.487

14 MAR 14

39°36’19.836" 90°46’48.0288"

LL PL

10DSPT W

G.S.E. 443.10

FAT CLAY (CH), BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS, WITH ORGANICS.

FAT CLAY (CH), BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS.

FAT CLAY (CH), BROWN, MOIST, SOFT, HOMOGENEOUS.

FAT CLAY (CH), BROWN, MOIST, SOFT, HOMOGENEOUS, GRAY AND RED MOTTLED.

LEAN CLAY (CL).

LEAN CLAY (CL), GRAY, MOIST TO WET, SOFT, HOMOGENEOUS, GRAY AND RED MOTTLED.

LEAN CLAY (CL), GRAY, WET, VERY SOFT, HOMOGENEOUS, TRACE SILT.

LEAN CLAY (CL), GRAY, WET, SOFT, HOMOGENEOUS, WITH SAND.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBROUNDED; BROWN, SATURATED, MEDIUM DENSE, HOMOGENEOUS.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM, SUBROUNDED; GRAY, SATURATED, MEDIUM DENSE, HOMOGENEOUS.

BOTTOM OF HOLE.414.00

0.159

0.150

14-ESUB2

N 1248685.599 E 741598.355

17 MAR 14

39°15’44.604" 90°46’39.504"

LL PL

10DSPT W

G.S.E. 444.00

FAT CLAY (CH).

FAT CLAY (CH), DARK BROWN, MOIST, VERY STIFF, HOMOGENEOUS, TRACE ORGANICS.

FAT CLAY (CH), DARK BROWN, MOIST, VERY STIFF, HOMOGENEOUS, TRACE MEDIUM SAND.

FAT CLAY (CH), DARK BROWN, MOIST, STIFF, HOMOGENEOUS, TRACE FINE TO COARSE SAND.

FAT CLAY (CH), DARK BROWN, MOIST, VERY STIFF, HOMOGENEOUS, TRACE FINE TO COARSE SAND.

FAT CLAY (CH), GRAY BROWN, MOIST, STIFF, HOMOGENEOUS, TRACE FINE TO MEDIUM SAND.

LEAN CLAY (CL).

FAT CLAY (CH), GRAY BROWN, MOIST, STIFF, HOMOGENEOUS, TRACE FINE TO MEDIUM SAND.

FAT CLAY (CH), GRAY BROWN, MOIST, STIFF, HOMOGENEOUS, TRACE MEDIUM SAND.

FAT CLAY (CH), GRAY, WET, SOFT, HOMOGENEOUS, TRACE FINE TO MEDIUM SAND.

FAT CLAY (CH), GRAY, WET, VERY SOFT, HOMOGENEOUS, TRACE FINE SAND.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM, SUBROUNDED; GRAY, SATURATED, MEDIUM DENSE, HOMOGENEOUS.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWN, SATURATED, MEDIUM DENSE, HOMOGENEOUS.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWN, SATURATED, MEDIUM DENSE, HOMOGENEOUS, TRACE COARSE SAND.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWN, SATURATED, LOOSE, HOMOGENEOUS.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBROUNDED; BROWN, SATURATED, LOOSE, HOMOGENEOUS.

POORLY GRADED SAND (SP), FINE TO COARSE, SUBROUNDED; BROWN, SATURATED, MEDIUM DENSE, HOMOGENEOUS, TRACE

FINE GRAVEL.

BOTTOM OF HOLE.384.80

0.173

0.080

0.246

0.216

0.230

0.204

0.295

14-NE2

N 1250640.189 E 740913.768

12 MAR 14

39°16’4.0512" 90°46’48.2268"

LL PL

10DSPT W

G.S.E. 444.80

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

P -1

-B -0

K R

B-203

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

M -E

M P -1

B -2

B O

R .d g n

W P -X

C L

E C

O U

N T

S O

U R I

GENERAL SHEET NOTES

U P

P E

R M

P I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

H A

A T R

E H

A B

A T

N E

N H

A N

C M

E N

T P

R O J E

C T

B O

G L

O G P

R O

1. SEE SHEET B-101 FOR BORING LOCATION PLAN.

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

J U

L Y

E V

H A

N K

S P .E

M -E

M P -1

B -2

B O

C A

R O

E W

M S

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

ORGANIC SOIL (OH).

FAT CLAY (CH), DARK BROWN, MOIST, SOFT, HOMOGENEOUS.

BOTTOM OF HOLE.440.20

14-NSUB3

N 1250806.325 E 740902.075

21 MAR 14

LL PL

10DSPT W

G.S.E. 442.70 26

FAT CLAY (CH), BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS.

FAT CLAY (CH), BROWN GRAY, MOIST, SOFT, HOMOGENEOUS, TRACE SAND.

FAT CLAY (CH), GRAY, MOIST, MEDIUM DENSE, HOMOGENEOUS, TRACE SILT, TRACE SAND.

FAT CLAY (CH), GRAY, MOIST, SOFT, HOMOGENEOUS, TRACE SILT, TRACE SAND.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBROUNDED; GRAY, SATURATED, LOOSE, HOMOGENEOUS.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBROUNDED; GRAY, SATURATED, MEDIUM DENSE, HOMOGENEOUS.

BOTTOM OF HOLE.413.70

0.098

0.150

0.231

0.185

0.215

14-PSD1

N 1245673.438 E 740699.273

19 MAR 14

39°15’14.5692" -90°46’50.8476"

LL PL

10DSPT W

G.S.E. 443.70

FAT CLAY (CH), BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS, WITH ORGANICS.

FAT CLAY (CH), BROWN, MOIST, MEDIUM STIFF, HOMOGENEOUS.

FAT CLAY (CH), BROWN, MOIST, SOFT, HOMOGENEOUS.

FAT CLAY (CH), BROWN GRAY, MOIST, MEDIUM STIFF, HOMOGENEOUS.

FAT CLAY (CH), GRAY, MOIST, MEDIUM STIFF, HOMOGENEOUS.

FAT CLAY (CH), GRAY, MOIST, STIFF, HOMOGENEOUS, WITH SAND STRATA OR LENSES.

FAT CLAY WITH SAND (CH), GRAY, MOIST, STIFF, HOMOGENEOUS.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBROUNDED; GRAY, SATURATED, VERY LOOSE, HOMOGENEOUS.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBROUNDED; GRAY, SATURATED, LOOSE, HOMOGENEOUS.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBROUNDED; GRAY, SATURATED, MEDIUM DENSE, HOMOGENEOUS.

POORLY GRADED SAND (SP), FINE, SUBROUNDED; GRAY, SATURATED, MEDIUM DENSE, HOMOGENEOUS.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE, SUBROUNDED; GRAY, SATURATED, LOOSE, HOMOGENEOUS.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE, SUBROUNDED; GRAY, SATURATED, MEDIUM DENSE, HOMOGENEOUS.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM, SUBROUNDED; GRAY, SATURATED, DENSE, HOMOGENEOUS.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR; GRAY, SATURATED, MEDIUM DENSE, HOMOGENEOUS.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBROUNDED; GRAY, SATURATED, LOOSE, HOMOGENEOUS.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBROUNDED; GRAY, SATURATED, MEDIUM DENSE, HOMOGENEOUS, TRACE

COARSE SAND.

LEAN CLAY WITH SAND (CL).

LEAN CLAY WITH SAND (CL), BROWN, WET, STIFF.

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM; GRAY, SATURATED, DENSE, HOMOGENEOUS.

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM, SUBROUNDED; BROWN, SATURATED, MEDIUM DENSE, HOMOGENEOUS.

BEDROCK, SHALE, GRAY.

BOTTOM OF HOLE.328.30

0.183

0.150

0.211

0.143

0.153

0.075

0.190

0.150

0.234

0.251

0.214

0.235

0.109

0.087

14-PSDR

N 1245560.672 E 740661.698

19 MAR 14

39°15’13.8852" -90°46’51.3516"

LL PL

10DSPT W

G.S.E. 451.10

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

P -1

-B -0

K R

B-204

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

M -E

M P -1

B -2

B O

R .d g n

W P -X

C L

E C

O U

N T

S O

U R I

GENERAL SHEET NOTES

U P

P E

R M

P I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

H A

A T R

E H

A B

A T

N E

N H

A N

C M

E N

T P

R O J E

C T

B O

G L

O G P

R O

1. SEE SHEET B-101 FOR BORING LOCATION PLAN.

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

J U

L Y

E V

H A

N K

S P .E

M -E

M P -1

B -2

B O

C A

R O

E W

M S

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

POORLY GRADED GRAVEL (GP), CRUSHED LIMESTONE ROAD BASE.

FAT CLAY (CH).

LEAN CLAY (CL), BROWN, DRY, VERY STIFF, HOMOGENEOUS.

LEAN CLAY (CL), BROWN, MOIST, STIFF, HOMOGENEOUS.

LEAN CLAY (CL), BROWN, MOIST, VERY STIFF, HOMOGENEOUS.

FAT CLAY (CH), GRAY, MOIST, STIFF, HOMOGENEOUS.

LEAN CLAY (CL), GRAY, MOIST, VERY STIFF, HOMOGENEOUS.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAY, SATURATED.

CLAYEY SAND (SC), FINE; WET, VERY SOFT, HOMOGENEOUS.

POORLY GRADED SAND (SP).

WELL GRADED SAND (SW), FINE TO MEDIUM, SUBROUNDED; BROWN, SATURATED, LOOSE, HOMOGENEOUS.

WELL GRADED SAND (SW), FINE TO MEDIUM, SUBROUNDED; BROWN, SATURATED, MEDIUM DENSE, HOMOGENEOUS.

WELL GRADED SAND (SW), FINE TO MEDIUM, SUBROUNDED; GRAY, SATURATED, LOOSE, HOMOGENEOUS.

POORLY GRADED SAND WITH SILT (SP-SM).

WELL GRADED SAND (SW), FINE, SUBANGULAR TO SUBROUNDED; GRAY, SATURATED, MEDIUM DENSE, HOMOGENEOUS.

POORLY GRADED SAND (SP).

WELL GRADED SAND (SW), FINE TO MEDIUM, SUBROUNDED; GRAY, SATURATED, MEDIUM DENSE, HOMOGENEOUS, TRACE

MEDIUM TO COARSE SAND.

WELL GRADED SAND (SW), FINE, SUBROUNDED; GRAY, SATURATED, MEDIUM DENSE, HOMOGENEOUS, TRACE MEDIUM SAND.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBROUNDED; GRAY, SATURATED, MEDIUM DENSE, HOMOGENEOUS, WITH

COARSE SAND, TRACE FINE GRAVEL.

BOTTOM OF HOLE.384.30

0.164

0.220

0.152

0.106

0.114

0.078

0.193

0.088

0.219

14-PS4

N 1246690.484 E 740685.029

27 MAR 14

39°15’24.9876" -90°46’51.1068"

LL PL

10DSPT W

G.S.E. 444.30

ORGANIC SOIL (OH).

FAT CLAY (CH), DARK BROWN, MOIST, SOFT, HOMOGENEOUS.

BOTTOM OF HOLE.438.50

14-RSUB1

N 1246831.31 E 743576.221

19 MAR 14

LL PL

10DSPT W

G.S.E. 440.50

319.00

0.227

0.186

0.160

0.212

0.196

0.098

0.184

0.210

0.168

0.214

0.218

0.196

0.226

0.204

0.159

REFUSAL

111.20

09/23/15

LEAN CLAY (CL), CLAY(CL)GRASS COVERED.

FAT CLAY (CH).

FAT CLAY (CH), DARK GRAY BROWN, MOIST, MEDIUM STIFF TO STIFF.

FAT CLAY (CH), DARK GRAY BROWN, MOIST, STIFF.

FAT CLAY (CH), GRAY BROWN, MOIST, STIFF.

CLAYEY SAND (SC).

LEAN CLAY (CL).

LEAN CLAY WITH SAND (CL), GRAY BROWN, MOIST, MEDIUM STIFF.

SILTY SAND (SM).

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM; GRAYISH BROWN, SATURATED.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; GRAYISH BROWN, SATURATED, LOOSE TO MEDIUM DENSE.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; GRAYISH BROWN, SATURATED, MEDIUM DENSE, TRACE COARSE SAND.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; GRAYISH BROWN, SATURATED, DENSE.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; GRAY, SATURATED, MEDIUM DENSE, TRACE COARSE SAND.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWNISH GRAY, SATURATED, MEDIUM DENSE.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWNISH GRAY, SATURATED, MEDIUM DENSE, WITH COARSE SAND SEAMS.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWNISH GRAY, SATURATED, MEDIUM DENSE.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; GRAY, SATURATED, MEDIUM DENSE, TRACE COARSE SAND.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWNISH GRAY, SATURATED, MEDIUM DENSE, WITH COARSE SAND.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWNISH GRAY, SATURATED, DENSE.

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWNISH GRAY, SATURATED, MEDIUM DENSE.

SILTY SAND (SM).

SILTY SAND (SM), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWNISH GRAY, SATURATED, MEDIUM DENSE, WITH COARSE SAND, AND FINE GRAVEL.

POORLY GRADED SAND (SP).

POORLY GRADED SAND (SP), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; BROWNISH GRAY, SATURATED, MEDIUM DENSE, WITH COARSE SAND.

LEAN CLAY (CL).

LEAN CLAY (CL), GRAY, MOIST, SOFT TO STIFF, TRACE MEDIUM TO COARSE SAND, AND FINE GRAVEL, GLACIAL TILL.

LEAN CLAY (CL), GRAY, MOIST, MEDIUM STIFF, TRACE MEDIUM TO COARSE SAND, AND FINE GRAVEL, GLACIAL TILL

0.2’ SAMPLE DISCARDED.

CLAYEY SAND (SC), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; GRAY, SATURATED, MEDIUM DENSE, WITH SANDY CLAY SEAMS.

LEAN CLAY (CL).

LEAN CLAY (CL), GRAY, MOIST TO WET, MEDIUM STIFF, WITH FINE TO MEDIUM CLAYEY SAND SEAMS AND

HIGHLY DECOMPOSED LIMESTONE.

LEAN CLAY (CL), GRAY, MOIST TO WET, MEDIUM STIFF, WITH CLAYEY FINE TO MEDIUM SAND SEAMS.

POORLY GRADED SAND WITH SILT (SP-SM).

POORLY GRADED SAND WITH SILT (SP-SM), FINE TO MEDIUM, SUBANGULAR TO SUBROUNDED; GRAYISH

BROWN, SATURATED, DENSE, WITH COARSE SAND.

CALCAREOUS SHALE, LAMINATED, APHANITIC, MEDIUM SOFT TO MEDIUM HARD.

CALCAREOUS SHALE, SLIGHTLY WEATHERED, LAMINATED, LAYER RQD = 71%.

CALCAREOUS SHALE, SLIGHTLY WEATHERED, LAMINATED, LAYER RQD = 38%.

CALCAREOUS SHALE, SLIGHTLY WEATHERED, LAMINATED, LAYER RQD = 100%.

0-0.3’: VISUAL CLASSIFICATION

SPT=2"O.D STANDARD SPLIT SPOON,

140LB AUTO HAMMER W/30" DROP

ADVANCED 6 5/8" HSA TO 17.5’BGS

BEGAN MUD ROTARY @ 17.5’(AFTER

SAMPLING) WITH 4 1/8" ROLLER BIT AND MUD

MIX OF 100 GAL RIVER WATER AND 35LB

BAROID QUIK-GEL

SHOE FULL

GRAVELLY SEAM

SHOE FULL

GRAVELLY SEAM

SHOE FULL(DECOMPOSED) PIECE OF HIGHLY

WEATHERED LIMESTONE FROM 0.7’ TO 0.8’ IN

SAMPLE.

SHOE FULL

0.2’ SAMPLE DISCARDED0.2’ SAMPLE

DISCARDED

SHOE EMPTY

SHOE FULL

N 1245605.768 E 743468.472

Clarence Cannon National Wildlife Refuge

23 SEP 15

39°15’14.3654" 90°46’15.6127"

NWR-201R-15

G.S.E. 441.60

W PLSPT

D LL NOTESDESCRIPTION

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

0+00

5+00

10+00

15+00

20+00

25+00

30+

35+00

40+00

45+00

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

P -1

-B -0

K R

H B

C B

C-101

W P -X

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M -E

M P -1

C -1

L N .d

E C

O U

N T

S O

U R I

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

H A

A T R

E H

A B

A T

N E

N H

A N

C M

E N

T P

R O J E

C T

U P

P E

R M

P I

K O

R Y H

A N

N A

OVERALL SITE PLAN

SCALE 1" = 600’ 0 600’ 1200’

O V

E R

A L L S

E P

L A

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

GENERAL SHEET NOTES

REFUGE OFFICE

GRAVITY DRAIN STRUCTURE

PUMP STATION ACCESS ROAD CENTERLINE

APPROX. REFUGE BOUNDARY

CHANNEL RE-ALIGNMENT

PUMP STATION SETBACK

J U

L Y

BORROW AREA

EXISTING STRUCTURE REMOVAL, SEE NOTE 5

M -E

M P -1

C -1

L N

E V

H A

N K

S P .E

PAYNESVILLE ROAD

SECTIONS.

STA. 0+00 - 86+30. SEE SHEET C-301 FOR TYPICAL

6. PUMP STATION ACCESS ROAD SURFACING IS FROM

MATCH ADJACENT BERM GRADE.

BACKFILLED WITH SEMI-COMPACTED EMBAKMENT TO

437.5. EXISTING CMP SHALL BE REMOVED AND

5. EXISTING 30" CMP CULVERT WITH AN INVERT ELEVATION

ROADS TO REACH WORK AREAS.

4. CONTRACTOR SHALL USE EXISTING AND NEW ACCESS

STRUCTURE PLAN AND PROFILE.

3. SEE SHEETS C-105, C-106 AND C-201 FOR GRAVITY DRAIN

AND PROFILE.

2. SEE SHEET C-104 FOR PUMP STATION SETBACK PLAN

AND PROFILE.

1. SEE SHEET C-103 FOR CHANNEL RE-ALIGNMENT PLAN

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

P -1

-B -0

K R

H B

C B

C-102

W P -X

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M -E

M P -1

C -1

L N .d

E C

O U

N T

S O

U R I

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

H A

A T R

E H

A B

A T

N E

N H

A N

C M

E N

T P

R O J E

C T

U P

P E

R M

P I

K O

R Y H

A N

N A

B O

R R

O W S

E P

L A

BORROW SITE PLAN

SCALE 1" = 200’ 0 200’ 400’

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

GENERAL SHEET NOTES

J U

L Y

Y=1249109.16

X=745669.18

Y=1249583.64

X=745497.71

Y=1249299.17

X=745450.45

Y=1249052.97

X=745581.73

Y=1248719.62

X=745787.83

Y=1248721.05

X=745680.74

Y=1248294.84

X=745791.30 Y=1248338.62

X=745884.23

Y=1247895.41

X=745931.24 Y=1246728.82

X=745827.62

Y=1247456.62

X=745910.56 Y=1247511.30

X=746002.08

Y=1247095.23

X=745871.48

Y=1246960.02

X=745844.72

Y=1247426.51

X=748396.37

Y=1247286.82

X=745221.78

Y=1247211.14

X=745067.58

Y=1246757.60

X=745149.50

Y=1246683.04

X=7745216.35

Y=1246732.93

X=744702.24

Y=1246650.38

X=744639.08

Y=1247085.40

X=744384.30

Y=1247167.05

X=744445.40

Y=1247472.86

X=744246.96

Y=1247451.03

X=744149.36

Y=1247769.74

X=744140.07

Y=1247763.71

X=744242.55

Y=1248088.37

X=744034.87

Y=1248061.84

X=744133.97

Y=1248369.97

X=744601.50

Y=1248471.94

X=744457.14

Y=1248913.13

X=744643.50

Y=1248558.85

X=744978.76

Y=1247915.40

X=745029.11

Y=1248237.00

X=744783.35

BORROW AREA

BORROW, PROVIDED MATERIAL IS SUTIABLE.

5. BERM DEGRADE MATERIAL MAY ALSO BE USED AS

BE NO STEEPER THAN 1V:4H.

4. FINISHED SLOPES OF BORROW AREA EXCAVATION SHALL

439.0.

3. BORROW AREA SHALL BE EXCAVATED UP TO ELEVATION

COORINATE POINTS SHOWN.

2. BORROW ARE LIMITS SHALL BE FREE FLOWING BETWEEN

1. COORDINATES FOR BORROW AREA LIMITS ARE IN NAD83.

M -E

M P -1

C -1

L N

E V

H A

N K

S P .E

438438

438 4

438438438

438 43

43843

438 438

444 444

4444444

444444

444 444

C /L

2P I

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 fiof Engineers

US Army Corps

470470

26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00

E L E

V A

E L E

V A

STATION

P -1

-B -0

K R

H B

C B

C-103

W P -X

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M -E

M P -1

C -1

L N .d

E C

O U

N T

S O

U R I

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

H A

A T R

E H

A B

A T

N E

N H

A N

C M

E N

T P

R O J E

C T

U P

P E

R M

P I

K O

R Y H

A N

N A

0 50’ 100’ A1

0 50’ 100’

0 25’ 50’

VERT. SCALE:

HORIZ. SCALE:

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

GENERAL SHEET NOTES

C H

A N

N E

L R

E -A

N M

E N

T P

L A

N P

R O

BERM AND CHANNEL RE-ALIGNMENT PLAN

SCALE 1" = 150’

BERM AND CHANNEL RE-ALIGNMENT PROFILE

EL. 445.0

RE-ALIGNMENT INVERT

PROJECTED CHANNEL

C/L CHANNEL RE-ALIGNMENT

EXISTING GRADE

EL. 437.0

J U

L Y

E L. 437.0

E L. 444.8

CHANNEL INVERT

MATCH EXISTING

CHANNEL INVERT

MATCH EXISTING

TOP OF BERM RE-ALIGNMENT

RE-ALIGNMENT

C/L EAST BERM

5. BERM RE-ALIGNMENT SLOPES 1V:3H.

4. CHANNEL RE-ALIGNMENT SLOPES 1V:2H.

3. SEE SHEET C-501 FOR BENCHING DETAILS.

TYPICAL SECTION.

2. SEE SHEET C-301 FOR CHANNEL RE-ALIGNMENT

1. SEE SHEET C-301 FOR ROAD SURFACING TYPICAL SECTION.

E L. 444.0

M -E

M P -1

C -1

L N

E V

H A

N K

S P

-302

ROAD SURFACING

43843

438 438

444 444

C /L

C /L 2+

C/ L 5

C /L

P I

C /L

P I

C/ L 5

3+ .05

C /L

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 fiof Engineers

US Army Corps

480480

45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00

E L E

V A

E L E

V A

STATION

P V I .0

E le v

P V

E le v

P V I .8

E le v

P V

E le v

P V

E le v

P V I .4

E le v

V T

E le v

P V I .0

E le v

Grade = 0.00 Grade = 0.02

Grade = -0.00

P -1

-B -0

K R

H B

C B

C-104

W P -X

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M -E

M P -1

C -1

L N .d

E C

O U

N T

S O

U R I

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

H A

A T R

E H

A B

A T

N E

N H

A N

C M

E N

T P

R O J E

C T

U P

P E

R M

P I

K O

R Y H

A N

N A

0 50’ 100’ A1

0 50’ 100’

0 25’ 50’

VERT. SCALE:

HORIZ. SCALE:

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

B R

Y A

N T S C

R E

E K

2. SEE SHEET C-501 FOR BENCHING DETAILS.

1. SEE SHEET C-301 FOR ROAD SURFACING TYPICAL SECTION.

GENERAL SHEET NOTES

J U

L Y

V :3

H1 V :3

V :3

C/L ACCESS ROAD

EL. 44

0.0

EL. 4

40.0

1V:3H

TOP OF BERM RE-ALIGNMENT

M -E

M P -1

C -1

L N

E V

H A

N K

S P .E

C-30

PS ACCESS ROAD SETBACK PLAN

SCALE 1" = 50’

PS ACCESS ROAD SETBACK PROFILE P

S A

C C

E S

S R

O A

D S

E T

B A

C K P

L A

N P

R O

432432432432

432 432 432 432

438438

438 438 438

444444444444

444 444 444 444 444

450 450 450 450

450 450 450

C /L

P I

C /L

P I

C /L

8P I

C /L

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

P -1

-B -0

K R

H B

C B

C-105

W P -X

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M -E

M P -1

C -1

L N .d

E C

O U

N T

S O

U R I

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

H A

A T R

E H

A B

A T

N E

N H

A N

C M

E N

T P

R O J E

C T

U P

P E

R M

P I

K O

R Y H

A N

N A

0 30’ 60’

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

C1 SCALE 1" = 30’

GRAVITY DRAIN EXCAVATION

G R

A V

Y D

R A

X C

A V

A T

BRYANTS CREEK

GENERAL SHEET NOTES

2. SEE SHEET C-106 FOR GRAVITY DRAIN FINAL GRADING.

1. EXCAVATION SLOPES MIN. 1V:2H.

E L . 4

Y=1245571.88 X=743458.74

COFFERDAM

CONTRACTOR DESIGNED

E L .0

EL. 442.0

Y=1245589.60

X=743477.08

Y=1245541.91

X=743487.69

EXISTING CONTOURS

GRAVITY DRAIN STRUCTURE C/L

GRAVITY DRAIN SETBACK C/L

Y=1245559.63 X=743506.03

TOP OF EXCAVATION

BORING NWR-ED-15

J U

L Y

EXISTING LEVEE ALIGNMENT

Y=1245355.53 X=743685.40

Y=1245787.13 X=743268.60

M -E

M P -1

C -1

L N

E V

H A

N K

S P

432432432432

432 432 432 432

438438

438 438 438

444444444444

444 444 444 444 444

450 450 450 450

450 450 450

P I

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

P -1

-B -0

K R

H B

C B

C-106

W P -X

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M -E

M P -1

C -1

L N .d

E C

O U

N T

S O

U R I

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

H A

A T R

E H

A B

A T

N E

N H

A N

C M

E N

T P

R O J E

C T

U P

P E

R M

P I

K O

R Y H

A N

N A

0 30’ 60’

G R

A V

Y D

R A

A L G

R A

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

GRAVITY DRAIN FINAL GRADING

SCALE 1" = 30’

GENERAL SHEET NOTES

0’

EL. 434.74 E

E L.

E L . 4

EL. 437.0

GRAVITY DRAIN STRUCTURE

GRAVITY DRAIN SETBACK C/L

1V :4

1V:4H

V :4

ARTICULATED CONCRETE BLOCK

BRYANTS CREEK

J U

L Y

Y=1245559.63 X=743506.03

Y=1245541.91 X=743487.69

Y=1245571.88 X=743458.74

Y=1245589.60 X=743477.08

Y=1245355.53 X=743685.40

Y=1245787.13 X=743268.60

EL. 440.0

EL.

0.0

V :3

1V :3H

V :3

1V :3H

V :3

1V:3H

R=30’

R=45’

R=400’ R=50’

DISPOSAL AREA

BEDDING ON GEOTEXTILE

42" - 1000’LB RIP RAP ON 9"

BEDDING IN GEOTEXTILE

36" - 400’LB RIP RAP ON 9"

GEOTEXTILE

ON 9" BEDDING ON

36" - 400’LB RIP RAP

GEOTEXTILE

ON 9" BEDDING ON

36" - 400’LB RIP RAP

EXISTING GRADE RE-ESTABLISHED.

DESIGNED COFFERDAM SHALL BE REMOVED AND THE

7. COFFERDAM NOT SHOWN FOR CLARITY. CONTRACTOR

6. MAXIMUM FILL ELEVATION IN DISPOSAL AREA IS EL. 444.0.

5. SEE SHEET C-501 FOR BENCHING DETAILS.

4. SEE SHEET C-301 FOR ROAD SURFACING DETAILS.

3. SEE SHEET C-201 FOR EMBANKMENT PROFILES.

2. SEE SHEET C-107 FOR EXCAVATION PLAN.

STRUCTURE DETAILS.

1. SEE STRUCTURAL SHEETS FOR GRAVITY DRAIN

M -E

M P -1

C -1

L N

E V

H A

N K

S P .E

EL. 434.74

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 fiof Engineers

US Army Corps

480480

75+00 75+50 76+00 76+50 77+00 77+50 78+00 78+50 79+00 79+50 80+00 80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00 84+50 85+00 85+50 86+00 86+50 87+00

E L E

V A

E L E

V A

STATION

P V I .0

E le v

P V

E le v

P V I .8

E le v

P V

E le v

P V

E le v

V I .8

E le v

V T

E le v

P V

E le v

V I .8

E le v

V T

E le v

P V

E le v

P V I .8

E le v

P V

E le v

P V I .2

E le v

Grade = 0.00 Grade = 0.02 Grade = 0.00 Grade = -0.02 Grade = 0.00

P -1

-B -0

K R

H B

C B

C-201

W P -X

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M -E

M P -1

C -2

R F .d

E C

O U

N T

S O

U R I

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

H A

A T R

E H

A B

A T

N E

N H

A N

C M

E N

T P

R O J E

C T

U P

P E

R M

P I

K O

R Y H

A N

N A

0 50’ 100’ A1

0 25’ 50’

VERT. SCALE:

HORIZ. SCALE:

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

GRAVITY DRAIN EMBANKMENT PROFILE

0 20’ 40’ C1

0 10’ 20’

VERT. SCALE:

HORIZ. SCALE:

GRAVITY DRAIN STRUCTURE PROFILE

EL. 434.7

50’

1V:4H

210’

GRAVITY DRAIN STRUCTURE

GRAVITY DRAIN SETBACK C/L

ON 6" BEDDING

CONCRETE BLOCK

9" ARTICULATED

ACB EXTENDS UP SLOPE TO EL. 450.5

EL. 437.0

BRYANTS CREEKMANAGED AREA

J U

L Y

GEOTEXTILE

ON 9" BEDDING ON

42" - 1000LB RIP RAP

BEDDING ON GEOTEXTILE

36" - 400LB RIP RAP ON 9"

V :1

10’

M -E

M P -1

C -2

R F

E V

H A

N K

S P .E

G R

A V

Y D

R A

R 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

P -1

-B -0

K R

H B

C B

C-301

W P -X

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M -E

M P -1

C -3

L N .d

E C

O U

N T

S O

U R I

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

H A

A T R

E H

A B

A T

N E

N H

A N

C M

E N

T P

R O J E

C T

U P

P E

R M

P I

K O

R Y H

A N

N A

T Y

A L S

E C

N S

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

J U

L Y

1V:

ACCESS ROAD RE-ALIGNMENT TYPICAL SECTION

EXISTING GRADE

12’

STA. 76+44 - 86+30

STA. 45+35 - 53+55

STA. 27+00 - 32+00

1V:3H

VARIES

4" CRUSHED STONE SURFACING

8" OF 4" CLEAN BASE STONE

1V:

3H 1V:3H

EMBANKMENT

EXISTING GRADE

8" OF 4" CLEAN BASE STONE

4" CRUSHED STONE SURFACING

BRYANTS CREEKREFUGE AREA

M -E

M P -1

C -3

L N

E V

H A

N K

S P .E

ROAD SURFACING TYPICAL SECTION

TRANSITION FROM 12’ TO 16’

8" OF 4" CLEAN BASE STONE

NEW EMBANKMENT

EXISTING EMBANKMENT

12’

4" CRUSHED STONE SURFACING

STA. 53+55 - 76+40

STA. 32+00 - 45+35

STA. 0+00 - 27+00

TRANSITION FROM 0’ TO 34’

1V:

3H 1V:3H

42’

EMBANKMENT

EL. 453.0

GRAVITY DRAIN SETBACK TYPICAL SECTION AT STRUCTURE

GRAVITY DRAIN SETBACK TRANSITION TYPICAL SECTION

STA. 79+04 - 79+54

STA. 78+30 - 78+80

STA. 79+54 - 82+08

STA. 76+40 - 78+30

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

P -1

-B -0

K R

H B

C B

C-302

W P -X

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M -E

M P -1

C -3

L N .d

E C

O U

N T

S O

U R I

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

H A

A T R

E H

A B

A T

N E

N H

A N

C M

E N

T P

R O J E

C T

U P

P E

R M

P I

K O

R Y H

A N

N A

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

J U

L Y

12’

1V:3H

M -E

M P -1

C -3

L N

E V

H A

N K

S P .E

SECTION CUT STA. 29+00

CHANNEL RE-ALIGNMENT TYPICAL SECTION

12’

30’

1V :3

H 1V:3H

1V :2

H 1V :2H

1V :2

SECTION CUT STA. 49+25

PS ACCESS ROAD SETBACK TYPICAL SECTION

A C

C E

S S R

O A

D T

Y P

A L S

E C

N S

EL. 444.8

EL. 444.0

SHEET C-301

SEE DETAIL B1 ON

SHEET C-301

SEE DETAIL B1 ON

12’

1V:3H

1V :3

EL. 440.0

2%2%

EMBANKMENT

EL. 440.0

TRANSITIONS FROM EL. 445.0 TO EL. 451.0

80’-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

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

P -1

-B -0

K R

H B

C B

C-501

W P -X

A N

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M -E

M P -1

C -5

L N .d

E C

O U

N T

S O

U R I

C L

A R

E N

C E C

A N

N O

N N

A T

N A

L W

E R

E F

U G

H A

A T R

E H

A B

A T

N E

N H

A N

C M

E N

T P

R O J E

C T

U P

P E

R M

P I

K O

R Y H

A N

N A

T Y

A L D

E T

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

BEDDING STONE

9" THICKNESS

BEDDING STONE

6" THICKNESS

ACB GEOGRID

ACB REVETMENT

9" CLOSED CELL

CONCRETE

4000 PSI

OF R400 RIPRAP

36" THICKNESS

BEDDING STONE

6" THICKNESS

ACB GEOGRID

ACB REVETMENT

9" CLOSED CELL

CONCRETE

4000 PSI

TYPICAL BENCHING DETAIL B

TYPICAL BENCHING DETAIL A

VARIES

2’ MIN

M A

12" LIFTS MAX

EMBANKMENT

FLOOD SIDE

EXCAVATION/BENCHING

EXISTING LEVEE GRADE

VARIES

LEVEE DESIGN GRADE

PROTECTED SIDE

EXCAVATION/BENCHING

12" LIFTS MAX

EMBANKMENT

LEVEE DESIGN GRADE

EXISTING LEVEE GRADE

M A

2’ MIN

VARIES

C/L

NOT TO SCALE

ACB KEY-IN DETAIL A

NOT TO SCALE

ACB KEY-IN DETAIL B

CONCRETE STRUCTURE

CONCRETE SURFACE.

THE SHEETING SHALL NOT EXTEND ABOVE THE FINAL

APPROVED BY THE CONTRACTING OFFICER. THE LIMITS OF

1. THE 40 MIL FLEXIBLE PLASTIC SHEETING SHALL BE

GENERAL (VARIES) NOTES

J U

L Y

GEOTEXTILE

ACB GEOGRID

M -E

M P -1

C -5

L N

E V

H A

N K

S P

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

P -1

-B -0

M -E

M P -1

C -6

L N

K R

H B

C B

C-601

W P -X

A N

S I

S T L

O U

T…

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