MNT_Plans_VOLUME 1b_2023-06-05.pdf

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TYPICAL NAMES

6 7

(Excluding particles larger than 3 inches and basing fractions on estimated weights)

INFORMATION REQUIRED FOR

DESCRIBING SOILS

LABORATORY CLASSIFICATION

CRITERIA

GW

GP

GC

G ra v e ls

M o re t h a n h a lf o f c o a rs e f ra c ti o n is l a rg e r th a n

N o s ie v e s iz e

S a n d s

M o re t h a n h a lf o f c o a rs e f ra c ti o n is s m a ll e r th a n N o s ie v e s iz e

C o a rs e -g ra in e d S o il s F in e -g ra in e d S o il s

C le a n G ra v e ls

(L it tl e o r n o f in e s

G ra v e ls w it h

F in e s

(A p p re c ia b le a m o u n t o f fi n e s

C le a n

S a n d s

(L it tl e o r n o f in e s

S a n d s w it h

F in e s

(A p p re c ia b le a m o u n t o f fi n e s

SC

SM

SP

SW

S il ts a n d

C la y s

L iq u id l im it le s s t h a n

S il ts a n d

C la y s

L iq u id l im it g re a te r th a n

Highly Organic Soils PT

OH

CH

MH

OL

CL

ML

Peat and other highly organic soils

Identification procedures on fractions smaller than No. 40 sieve size

Dry Strength

(crushing characteristics)

Dilatancy

(reaction to shaking)

Toughness

(consistency near PL)

NoneQuick to slowNone to slight

Medium to high Medium

Slow Slight

Slow to none

None High and frequently by fibrous texture

For undisturbed soils add information on stratification, degree of compactness, cementation, moisture conditions and drainage characteristics

Give typical name; indicate approximate percentages of sand and gravel, max size, angularity, surface condition and hardness of the coarse grains; local or geologic name and other pertinent descriptive information and symbol in parentheses

Example:

size; rounded and subangular sand grains coarse to fine; about 15% nonplastic fines with low dry strength, well compacted and moist in place; alluvial sand. (SM) character of plasticity, amount and maximum size of coarse grains, color in wet name and other pertinent descriptive

For undisturbed soils add information on structure, stratification, consistency in undisturbed and remolded states, moisture and drainage conditions

Example:

loess, (ML)

M o re t h a n

M

G

C

S M

S

C a t o

B o rd e rl in e c a s e s r e q u ir in g u s e o f d u a l s y m b o ls

C u

= Greater than 4

D

D

C c

(D )

D x D 10 60

Between one and 3

Not meeting all gradation requirements for GW

Atterberg limits below than 4

Atterberg limits below

"A" line with Pl greater than 7

Above "A" line with Pl between 4 and 7 are borderline cases requiring use of dual symbols

D

D

Greater than 6=C u

(D )

D x D 10 60

Cc Between one and 3

Not meeting all gradation requirements for SW

Atterberg limits below than 4

Atterberg limits above

"A" line with Pl greater than 7

Limits plotting in hatched zone with Pl borderline cases requiring use of dual symbols between 4 an 7 are

0 100

200 300

400 500

U A

LIQUID LIMIT, LL

P L

A S

T

IC

IT

Y

I N

D E

X P

I

0 10

20 30

40 50 60 70

60 60

70 80

80 80

90 100 110 120

LIQUID LIMIT, LL

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

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

CL-ML

PLASTICITY CHART

FIELD IDENTIFICATION PROCEDURES

"A" line or Pl less

"A" line or Pl Less

D e te rm in e p e rc e n ta g e s o f g ra v e l a n d s a n d f ro m g ra in -s iz e c u rv e

D e p e n d in g o n p e rc e n ta g e o f fi n e s fr a c ti o n s m a ll e r th a n

N o s ie v e s iz e c o a rs e -g ra in e d s o il s a re c la s s if ie d a s f o ll o w s

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

N o s ie v e s iz e

Silty sands, sand-silt mixtures

Clayey sands, sand-clay mixtures

Readily identified by color, odor, spongy feel gravelly; about 20% hardSilty sand,

in. maximum2 angular gravel particles, Give typical name, indicate degree and condition, odor if any, local or geologic information and symbol in parenthesis

, brown, slightly plastic,Clayey silt small percentage of fine sand, numerous vertical root holes, firm and dry in place at the plastic limit and quick loss of coherence of the lump below the plastic limit indicates the more potent is the colloidal clay fraction in the soil. Weakness of the thread

The tougher the thread near the plastic limit and the stiffer the lump when it finally crumbles, organic clays which occur below the A-line.

either inorganic clay of low plasticity, or materials such as kaolin-type clays and

Highly organic clays have a very weak and spongy feel at the plastic limit.

T h e N o s ie v e s iz e i s a b o u t th e s m a ll e s t p a rt ic le v is ib le t o t h e n a k e d e y e

(1) Boundary classifications: Soils possessing characteristics of two groups are designated by combinations of group symbols. For example GW-GC: well graded gravel-sand mixture with clay binder.

FIELD IDENTIFICATION PROCEDURES FOR FINE-GRAINED SOILS OR FRACTIONS

These procedures are to be performed on the minus No.40 sieve size particles, approximately �in. For field classification purposes, U s e g ra in

-s iz e c u rv e i n i d e n ti fy in g t h e f ra c ti o n s a s g iv e n u n d e r fi e ld i d e n ti fi c a ti o n

CL or OL

(2) All sieve sizes on this chart are U.S. standard.

of coarse-grained soils.

soils and fine-grained fraction

For classification of fine-grained

CH or OH

A-LINE

U-LINE

screening is not intended. Simply remove by hand the coarse particles that interfere with the tests.

"U" line is an empirical boundary for natural soils. (Ref: Das, 1990)

(Ref: 2nd Edition Earth Manual, Bureau of Reclamation, 1990)

Slight to medium increasing plasticity.

character and quantity of the colloidal fraction contained in the soil. The dry strength increases with its strength by breaking and crumbling between the fingers. This strength is a measure of the adding water if necessary. Allow the pat to dry completely by oven, sun, or air drying, and then test After removing particles larger than No. 40 sieve size, mold a pat of soil to the consistency of putty, Dry strength (Crushing characteristics) typical silt has the smooth feel of flour.

distinguished by the feel when powdering the dried specimen. Fine sand feels gritty, whereas a very slight dry strength. Silty fine sands and silts have about the same slight dry strength, but can be High dry strength is characteristic for clays of the CH group. A typical inorganic silt possesses only crumbles when the plastic limit is reached.

dry, water must be added and reduced and the speciamen stiffens, finally loses its plasticity, and then folded and rerolled repeateldly. During this manipulation the moisture content is gradually too smooth surface or between the palms into a thread about one-eighth inch in diameter. The thread is and allowed to lose some moisture by evaporation. Then the specimen is rolled out by hand on a is molded to the consistency of putty. If sticky, the specimen should be spread out in a thin layer and After removing particles larger than No. 40 sieve size a specimen of soil about one-half cubic inch Toughness (Consistency near plastic limit) continued until the lump crumbles.

After the thread crumbles, the pieces should be lumped together and a slight kneading action very high High to high Medium to slow None to very medium Slight to medium Slight to medium Slight to slow None to very

Plastic fines (for identification procedures see CL below) of all intermediate particle sizes Wide range in grain sizes and substantial amounts with some intermediate sizes missing Predominantly one size or a range of sizes

(for identification procedures see ML below) Nonplastic fines or fines with low plasticity

Plastic fines (for indentification procedures see CL below) of all intermediate particle sizes Wide range in grain size and substantial amounts with some intermediate sizes missing Predominantly one size or a range of sizes

(for identification procedures see ML below) Nonplastic fines or fines with low plasticity

GM

dual symbols

b. Sands with 5 to 12 % fines require e q u iv a tl e n t to t h e

N o s iz e s ie v e s iz e i n s iz e m a y b e u s e d a s

(F o r v is u a l c la s s if ic a ti o n t h e about one-half cubic inch. Add enough water, if necessary, to make the soil soft but not sticky.

After removing particles larger than No. 40 sieve size, prepare a pat of moist soil with a volume of Dilatancy (Reaction to shaking) squeezing assist in identifying the character of the fines in a soil.

cracks or crumbles. The rapidity of appearance of water during shaking and ts disappearance during between the fingers, the water and gloss disappear from the surface, the pot stiffens, and finally it the pat which changes to a livery consistency and becomes glossy. When the sample is squeezed other hand several times. A positive reaction consists of the appearance of water on the surface of Place the pat in the open palm of one hand and shake horizontally, striking vigorously against the reaction. Inorganic silts, such as a typical rock flour, show a moderately quick reaction.

Very fine clean sands give the quickest and most distinct reaction whereas a plastic clay has no soils, elastic soils diatomaceous fine sandy or silty

Inorganic silts, micaceous or fat clays Inorganic clays of high plasticity plasticity organic silts Organic clays of medium to high or clayey silts with slight plasticity rock flour, silty or clayey fine sands Inorganic silts and very fine sands, silt clays, lean clays plasiticity, gravelly clays, sandy clays, Inorganic clays of low to medium of low plasticity Organic silts and organic silt-clays mixtures, little or no fines Well-graded gravels, gravel-sand mixtures, little or no fines Poorly graded gravels, gravel-sand mixtures Silty gravels, gravel-sand-silt mixtures Clayey gravels, gravel-sand-clay little or no fines Well graded sands, gravelly sands, little or no fines Poorly graded sands, gravelly sands, UNIFIED SOIL CLASSIFICATION

(Including Identification and Description)

MAJOR DIVISIONS GROUP

SYMBOLS

SYMBOL

HATCHING COLOR

NCS

1 2 3 4 5

L e s s t h a n

G

P S

W S

P

ML or OL

MH or OH

SYMBOL

HATCHING

COLOR

NCS

DUAL GROUP SYMBOLS

dual symbols

a. Gravels with 5 to 12 % fines require

GW-GM well graded gravel with silt

GW-GC well graded gravel with clay

GP-GM poorly graded gravel with silt

GP-GC poorly graded gravel with clay

SW-SM well graded sand with silt

SW-SC well graded sand with clay

SP-SM poorly graded sand with silt

SP-SC poorly graded sand with clay

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DESCRIPTION OF SOILS

Cementation

Plasticity

(Ref: ASTM D 2488) drier than the plastic limit.

plastic limit. The thread cannot be rerolled after reaching the plastic limit.

The lump crumbles when drier than the plastic limit.

The thread can be rerolled several times after reaching the plastic limit. The lump can be formed without crumbling when drier then the plastic limit.

Toughness thread and the lump are weak and soft.

limit. The thread and the lump have medium stiffness.

limit. The thread and the lump have very high stiffness.

Weak:

Moderate:

Strong:

Crumbles or breaks with handling or little finger pressure

Crumbles or breaks with considerable finger pressure

Will not crumble or break with finger pressure

Nonplastic:

Low:

Medium:

High:

A 1/8-in. (3-mm) thread cannot be rolled at any water content.

The thread can barely be rolled and the lump cannot be formed when

The thread is easy to roll and not much time is required to reach the

VERY SOFT:

MODERATELY HARD:

HARD:

VERY HARD:

SOFT:

Can be scratched with knife or sharp pick core breaks with moderate hammer blow.

Can be scratched with knife or sharp pick with difficulty (heavy pressure).

Heavy hammer blow required to break core.

Cannot be scratched with knife or sharp pick.

Core breaks with repeated heavy hammer blows.

ROCK HARDNESS

with fingernail or carved with knife.

Breaks with light manual pressure.

Can be gouged by knife or sharp pick with light pressure. Can be scratched with fingernail. Breaks with light to moderate manual pressure.

Can be readily indented or gouged with light to moderate pressure.

Cannot be scratched with fingernail.

UNWEATHERED:

DEGREE OF ROCK WEATHERING

No evidence of any chemical or mechanical alterations

SLIGHTLY WEATHERED:

MODERATELY WEATHERED:

HIGHLY WEATHERED:

DECOMPOSED:

rock volume altered.

along discontinuities, less than 10 percent of the

Slight discoloration on surface, slight alteration percent of the rock altered.

surfaces, weathering " halos" evident, 10 to 50 with alteration penetrating well below rock

Discoloring evident, surface pitted and altered

RQD

0-25%

25-50%

50-75%

75-90%

90-100%

VERY POOR

POOR

FAIR

GOOD

EXCELLENT

DESCRIPTION

ROCK QUALITY DESIGNATION

breaks) breaks in the core samples should be considered.

that only naturally occurring (as opposed to mechanical the centerline divided by the length of the core run. Note sum of all the core pieces 4 in. or longer (measured along

RQD is the rock quality designation, estimated as the

SPACING/THICKNESSJOINTS BEDDING

Laminated

Very thin

Thin

Medium

Thick

Very thick on the discontinuity surface

Near vertical steps and ridges occur asperities clearly visible; discontinuity

Some ridge and side-angle steps are evident;

surface feels very abrasive

Asperities are distinguishable and can be felt

Surface appears smooth, feels smooth

Visual evidence of polishing

ROUGH:

ROCK BEDDING & FRACTURE FREQUENCY

Broken

Highly fractured

Moderately fractured

Slightly fractured

Unfractured

< 1 in.

1 in. - 4 in.

4 in. - 1 ft.

1 ft. - 3 ft.

3 ft. - 10 ft.

> 10 ft.

Very slightly fractured

JOINT ROUGHNESS

VERY ROUGH:

SLIGHTLY ROUGH:

SMOOTH:

SLICKENSIDED:

leached away.

slightly weathered rock noticeable, some minerals nearly all of the rock with some pockets of

Entire mass discolored, alteration pervading generally molded and crumbled by hand.

Rock reduced to a soil with relict rock texture, It takes considerable time rolling and kneading to reach the plastic limit.

Low:

Medium:

High:

Only slight pressure is required to roll the thread near the plastic limit. The

Medium pressure is required to roll the thread to near the plastic

Considerable pressure is required to roll the thread to near the plastic

VISUAL IDENTIFICATION OF SAMPLES

Definition of Soil Components and Fractions

1. Grain Size

Material Fraction Sieve Size

Boulders

Cobbles

Gravel

Sand

12 in. +

3 in. - 12 in.

in. - 3 in.64 in.64

No. 4 to

No. 10 to No. 4

No. 40 to No. 10

No. 200 to No. 40

Passing No. 200Fines

(Silt and Clay) coarse fine coarse medium fine

2. Coarse and Fine Grained Soils

Descriptive Adjective Percentage Requirement trace 1 - 10% little 10 - 20% some 20 - 35% and 35 - 50%

(REF: NAVFAC 7.2, 1982)

DESCRIPTION OF CONSISTENCY OF FINE-GRAINED SOILS

Consistency

31 March 1972)

Range of Standard Range of Unconfined

Compressive Strength, tsf (2)Penetration Resistance (1)

Very Soft Less than 2 Less than 0.25

Soft 2 to 4 0.25 to 0.5

4 to 8 0.5 to 1.0

Stiff 8 to 15 1.0 to 2.0

Very Stiff 15 to 30 2.0 to 4.0

Hard Greater than 30 Greater than 4

(1) Number of blows from 140 lb. weight falling 30 in. to drive 2 in. OD, 1-3/8 in. ID, sampler 1 foot.

(Ref EM 1110-2-1907, Medium

(2) Unconfined compressive strength may also be approximated using a pocket penetrometer or Torvane shear apparatus

Descriptive Term Range of Standard Penetration Resistance (1)

0 to 4

4 to 10

10 to 30

30 to 50

50 and over

(1) Number of blows, from 140 lb. weight falling 30 in. to drive 2 in. OD, 1-3/8 in. ID, sampler 1 foot.

Very loose

Loose

Medium

Dense

Very dense

(Ref: EM 1110-2-1907, 31 March 1972)

RELATIVE DENSITY OF GRANULAR SOILS

SYMBOL

HATCHING

COLOR

NCSSYMBOL

GROUP

CALSH

CARSH

CAVITY

CLSH

COAL

CONCRETE

CORE LOSS

SH

SH w/SS

SISH

SISH w/SH

SISH w/SS

SS

SS w/SH

SS w/SISH

WOOD

OF ROCK

CLASSIFICATION

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ABBREVIATIONS USED

IN

L

A N

D N

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N

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50' 100'0

PLAN

NORTH

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SHEET ID

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U .S

A

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O F

L63 L62 L61

22-MNT-LAP6 22-MNT-LAP5 22-MNT-LAP4 22-MNT-LAP3 22-MNT-LAP2 22-MNT-LAP1

18-EDM-FGW-1 18-EDM-FGW-2 18-EDM-FGW-3 18-EDM-FGW-4 18-EDM-FGW-5

18-EDM-MW-1

18-EDM-FGW-6

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-B -1

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SITE INVESTIGATION PLAN

1"=50'SCALE:

EXISTING BORING LOCATION

LEGEND

10-B-201

H1

10-B-204

H1

10-B-206

H1

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L

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N

P

S U

B M

IT

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C H

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K E

D B

Y

D R

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N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

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N O

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A

T

IO

N N

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IS

S

U E

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

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E N

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IN

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IN

L

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NR-1

NM-1NM-3

NR-3NR-4NR-7NR-8NR-10NR-11

NM-2

NR-2NR-5NR-6NR-9

NM-5NM-7NM-8NM-11NM-13NM-14NM-15NM-17NM-20NM-21NM-22

NR-21 NR-19 NR-17 NR-16 NR-15 NR-14 NR-13 NR-12

NM-10NM-12NM-16NM-18NM-19NM-23

NR-22 NR-20 NR-18

NM-9 NM-6 NM-4NM-24

AC

G A

T E

PIER 1

PIER 2

R32 R31 R30 R29 R28 R27 R26

L60 L59 L58 L57 L56 L55 L54 L53 L52

R8 R7 R6 R5 R4 R3 R2 R1

L30 L29 L28 L27

R25 R24 R23 R22 R21 R20 R19

R18 R17 R16

R15 R14 R13 R12 R11 R10 R9

L31L32L33L34L35L36L37

L38L39L40L41L42L43L44L45L46

L47L48L49L50 L51

M24 M23 M22 M21 M20 M19 M18 M17 M16 M15 M14 M13 M12 M11 M10 M9 M7 M6 M5 M4 M3 M2 M1M8

22-MNT-C17

22-MNT-C2

22-MNT-C3

22-MNT-C422-MNT-C522-MNT-C6

22-MNT-C7

22-MNT-C822-MNT-C11

22-MNT-C1222-MNT-C1322-MNT-C1422-MNT-C15

22-MNT-C16

22-MNT-C10

22-MNT-C9

22-MNT-C19

22-MNT-C20

22-MNT-C21

22-MNT-C18

22-MNT-C1

18-EDM-FGW-7

18-EDM-C-1

18-EDM-MW-2

18-EDM-FGW-8

18-EDM-C-2

18-EDM-MW-3 18-EDM-MW-4

18-EDM-C-3

18-EDM-RW-1 18-EDM-RW-2

18-EDM-C-4

18-EDM-MW-5

18-EDM-CB-1

18-EDM-RW-3

18-EDM-C-5

18-EDM-MW-6

18-EDM-RW-4

18-EDM-C-6

18-EDM-MW-7

18-EDM-RW-5

18-EDM-MW-8

18-EDM-C-7

18-EDM-RW-6

18-EDM-RW-7

18-EDM-C-8

18-EDM-MW-10

18-EDM-CB-2

18-EDM-RW-8

18-EDM-C-9

18-EDM-RW-9

18-EDM-C-10

18-EDM-MW-12

18-EDM-RW-10

18-EDM-C-11

18-EDM-MW-13

18-EDM-RW-11

18-EDM-C-12

18-EDM-MW-14

18-EDM-MW-15

18-EDM-C-13

18-EDM-UGW-1

DP-2

36A

58A

59A

18 M-6 17

M-5

R-3

R-2

M-4

R-1

M-3

M-2

M-1

NM-24 NM-1

O L

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10-B-102

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A T

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C T

M O

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G O

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L O

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S A

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D A

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IV

E

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H A

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IE

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-B -1

A

M

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L

-B -1

A

M

A T

C H

L

HISTORICAL BORING LOCATION

EXISTING BORING LOCATION

LEGEND

A1

SITE INVESTIGATION PLAN

1"=50'SCALE:

10-B-313

A1

10-B-313

A1

10-B-312

A1

10-B-312

A1

10-B-311

A1

10-B-311

A1

10-B-310

A1

10-B-310

A1

10-B-309

A1

10-B-309

A1

10-B-308

A1

10-B-308

A1

10-B-307

A1

10-B-307

A1

10-B-306

A1

10-B-306

A1

10-B-305

A1

10-B-305

A1

10-B-304

A1

10-B-304

A1

10-B-303

A1

10-B-303

A1

10-B-302

A1

10-B-302

A1

10-B-301

A1

10-B-301

A1

10-B-314

A1

10-B-314

A1

10-B-315

A1

10-B-315

A1

10-B-209

H1

10-B-209

H1

10-B-210

H1

10-B-210

H1

PR

EL

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AR

Y

N O

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FO

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U C

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NORTH

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

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B M

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B Y

C H

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K E

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D R

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N B

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D E

S

IG

N E

D B

Y

C O

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R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

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M A

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D E

S C

R

IP

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

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E N

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IN

E E

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IN

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U .S

A

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L27 L26 L25 L24 L23 L22 L21 L20 L19 L18 L17 L16 L15 L14 L13 L12 L11 L10 L9 L8 L7 L6 L5 L4 L3 L2

L1

18-EDM-UGW-2

18-EDM-C-14

18-EDM-MW-16

18-EDM-UGW-3

18-EDM-C-15

18-EDM-MW-17

18-EDM-UGW-4

18-EDM-MW-18

18-EDM-UGW-5

18-EDM-MW-19

18-EDM-UGW-6

18-EDM-MW-20

18-EDM-UGW-7

18-EDM-MW-21

18-EDM-UGW-8

18-EDM-MW-22 18-EDM-MW-23

18-EDM-UGW-9

18-EDM-UGW-10

18-EDM-MW-24

18-EDM-UGW-11

18-EDM-MW-25

18-EDM-UGW-12

18-EDM-MW-26 18-EDM-MW-27

18-EDM-UGW-13

18-EDM-MW-24A

18-EDM-MW-18A

UG-3

UG-2 UG-1

O L

O G

IC

P

L A

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C O

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10-B-103

H

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U P

P E

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A T

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N

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C T

M O

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G O

M E

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L O

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S A

N D

D A

M

N E

W R

IV

E

R C

H A

M B

E R

M

N

IE

L D

B

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S

-B -1

A

M

A T

C H

L

A1

SITE INVESTIGATION PLAN

1"=50'SCALE:

HISTORICAL BORING LOCATION

EXISTING BORING LOCATION

LEGEND

10-B-201

H1

10-B-204

H1

10-B-206

H1

PR

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N O

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NORTH

50' 100'0

5' CENTER OF DRILLED SHAFT

CENTER OF DRILLED SHAFT

5'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

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D

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N B

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N E

D B

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C O

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IC

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A

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M A

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SHEET ID

®of Engineers

US Army Corps

U .S

A

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IN

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C E

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IN

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U .S

A

R M

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O R

P S

O F

AC

G A

T E

PIER 1

R32 R31 R30 R29 R28 R27 R26

L60 L59 L58 L57 L56 L55 L54 L53 L52

R8 R7 R6 R5 R4 R3 R2 R1

L30 L29 L28 L27

R25 R24 R23 R22 R21 R20 R19

R18 R17 R16

R15 R14 R13 R12 R11 R10 R9

L31L32L33L34L35L36L37

L38L39L40L41L42L43L44L45L46

L47L48L49L50 L51

M24 M23 M22 M21 M20 M19 M18 M17 M16 M15 M14 M13 M12 M11 M10 M9 M7 M6 M5 M4 M3 M2 M1M8

NR-1

NM-1NM-3

NR-3NR-4NR-7NR-8NR-10NR-11

NM-2

NR-2NR-5NR-6NR-9

NM-5NM-7NM-8NM-11NM-13NM-14NM-15NM-17NM-20NM-21NM-22

NR-21 NR-19 NR-17 NR-16 NR-15 NR-14 NR-13 NR-12

NM-10NM-12NM-16NM-18NM-19NM-23

NR-22 NR-20 NR-18

NM-9 NM-6 NM-4NM-24

LEGEND

SPECIFICATION 02 32 00.

VERIFICATION DRILLING SHALL BE PERFORMED IN ACCORDANCE WITH 11.

EXPLORATORY DRILLING AT ANY TIME.

THE CONTRACTING OFFICER MAY ESTABLISH PRIORITIES FOR THE 10.

PERFORMED AT ANY LOCATION WITHIN THE CONTRACTOR'S WORK LIMIT.

THE CONTRACTING OFFICER MAY DIRECT THAT ADDITIONAL DRILLING BE 9.

UPON COMPLETION.

ALL EXPLORATORY HOLES SHALL BE FILLED WITH CEMENTITIOUS GROUT 8.

ACOUSTIC TELEVIEWER.

ALL EXPLORATORY HOLES SHALL BE LOGGED WITH THE OPTICAL AND 7.

FOR MONOLITHS CONSTRUCTED IN-THE-DRY.

HYDRAULIC PRESSURE TESTING SHALL BE REQUIRED IN THE TOP 20 FEET 6.

HOLE LOCATION.

PERMITTED WITHIN 75 FEET OF ANY UNDRILLED OR OPEN EXPLORATORY

ROCK EXCAVATION OR DRILLING FOR DRILLED SHAFTS SHALL NOT BE 5.

ELEVATIONS OR DRILLED SHAFT TIPS.

EXPLORATORY BORINGS SHALL EXTEND 20 FEET BELOW FOUNDATION 4.

EXPLORATORY BORINGS SHALL BE VERTICAL.3.

EXPLORATORY BORINGS SHALL OBTAIN NQ-SIZE CORE SAMPLES.2.

METHODS.

SURFACE FOR THOSE MONOLITHS CONSTRUCTED USING IN-THE-DRY

CONSTRUCTED USING IN-THE-WET METHODS, OR FROM THE TOP OF ROCK

DRILL RIG PRIOR TO DEWATERING FOR MONOLITHS THAT ARE TO BE

VERIFICATION BORINGS SHALL BE DRILLED FROM EITHER A BARGE-MOUNTED 1.

NOTES

PROPOSED BORING LOCATION

F

U N

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10-B-104

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N

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C T

M O

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G O

M E

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L O

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S A

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D A

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N E

W R

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H A

M B

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L D

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A1

FOUNDATION VARIFICATION DRILLING PLAN

1"=50'SCALE:

L1

TYPICAL BORING LOCATION DETAIL

SCALE: NTS

PR

EL

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IN

AR

Y

N O

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FO

R C

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100' 200'0

NORTH

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

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N E

D B

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C O

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IC

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SHEET ID

®of Engineers

US Army Corps

U .S

A

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IN

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L

A N

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N

C E

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IN

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U .S

A

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AC

OHIO RIVER

FLOW

G A

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G

A T

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G A

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G A

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G A

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G A

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G A

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G A

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G A

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PIER 1

PIER 2

PIER 3

PIER 4

PIER 5

PIER 6

PIER 7

PIER 8

PIER 9

PIER 10

PIER 11

SHORE PIER

RAILROAD

R32R31 R30 R29 R28 R27 R26

L63 L62 L61 L60 L59 L58 L57 L56 L55 L54 L53 L52

R8 R7 R6 R5 R4 R3 R2 R1

L30 L29 L28 L27 L26 L25 L24L23L22 L21 L20 L19 L18 L17 L16 L15 L14 L13 L12 L11 L10 L9 L8 L7 L6 L5 L4

R25 R24 R23R22R21 R20 R19 R18 R17 R16

R15 R14 R13 R12 R11R10 R9

L31L32L33L34L35L36L37 L38L39L40L41L42L43L44L45L46

L47L48L49L50L51

M24 M23 M22 M21 M20M19M18 M17 M16 M15 M14 M13 M12 M11 M10 M9 M7 M6 M5 M4 M3 M2 M1M8

P O

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10-B-105

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S A

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W R

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H A

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L D

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A1

TOP OF OVERBURDEN

1"=100'SCALE:

PR

EL

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IN

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Y

N O

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FO

R C

O N

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R

U C

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618'

619'

620'

621'

621'

621'

622'622

622'

622'

622'

622'

623'

0'

621'

1'

622'

622'

2'

622'

622'

2'

622'

3'

3'

623'

624'

60' 120'0

60' 120'0

PLAN

NORTH

PLAN

NORTH

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

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K

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S U

B M

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B Y

C H

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K E

D B

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D R

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N B

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D E

S

IG

N E

D B

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C O

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R A

C T

N O

S O

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IC

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A

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D A

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S I Z

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M A

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D E

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

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O R

P S

O F

E N

G

IN

E E

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IN

L

A N

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A

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N

C E

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D E

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D

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G

IN

E E

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U .S

A

R M

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O R

P S

O F

G A

T E

R32 R31 R30 R29 R28 R27 R26

L63 L62 L61 L60 L59 L58 L57 L56 L55 L54 L53 L52

R25 R24 R23 R22 R21 R20 R19

L45L46 L47L48L49L50

L51

M24 M23 M22 M21 M20 M19 M18 M17 M16

619'

G A

T E

R32 R31 R30 R29 R28 R27 R26

L63 L62 L61 L60 L59 L58 L57 L56 L55 L54 L53 L52

R25 R24 R23 R22 R21 R20 R19

L45L46 L47L48L49L50

L51

M24 M23 M22 M21 M20 M19 M18 M17 M16

AC

PIER 1

PIER 2

R8 R7 R6 R5 R4 R3 R2 R1

L30 L29 L28 L27 L26 L25 L24 L23 L22 L21 L20 L19 L18 L17 L16 L15 L14 L13 L12 L11 L10

R18 R17 R16

R15 R14 R13 R12 R11 R10 R9

L31L32L33L34L35L36L37 L38L39L40L41L42L43L44

M15 M14 M13 M12 M11 M10 M9 M7 M6 M5 M4 M3 M2 M1M8

AC

PIER 1

PIER 2

R8 R7 R6 R5 R4 R3 R2 R1

L30 L29 L28 L27 L26 L25 L24 L23 L22 L21 L20 L19 L18 L17 L16 L15 L14 L13 L12 L11 L10

R18 R17 R16

R15 R14 R13 R12 R11 R10 R9

L31L32L33L34L35L36L37 L38L39L40L41L42L43L44

M15 M14 M13 M12 M11 M10 M9 M7 M6 M5 M4 M3 M2 M1M8

P O

F R

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K C

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10-B-106

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S A

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D A

M

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W R

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H A

M B

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IE

L D

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H1

TOP OF ROCK - DOWNSTREAM

1"=60'SCALE:

A1

TOP OF ROCK - UPSTREAM

1"=60'SCALE:

PR

EL

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IN

AR

Y

N O

T

FO

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O N

ST

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TI

200' 400'0

PLAN

NORTH

2.0COFFERDAM

2.0DAM SPILLWAY

2.0LOCK OPERATIONS BUILDING

2.0EXITING LOCK MONOLITHS

(IN/SEC)

PARTICLE VELOCITY

ALLOWABLE PEAK

MAXIMUM

STRUCTURES OF INTEREST

VIBRATION SCHEDULE

CONTRACTOR SELECTED WITH COR APPROVAL5

SPILLWAY PIER 24

MONOLITH M-22 EXISTING LOWER MITER GATE3

MONOLITH M-5 EXISTING UPPER MITER GATE2

LOCK OPERATIONS BUILDING1

LOCATION DESCRIPTIONLOCATION NO.

SEISMOGRAPH LOCATION SCHEDULE

FLOW

OHIO RIVER

1,000 FOOT BLAST RADIUS

500 FOOT BLAST RADIUS

NR-1

NM-1NM-3

NR-3NR-4NR-7NR-8NR-10NR-11

NM-2

NR-2NR-5NR-6NR-9

NM-5NM-7NM-8NM-11NM-13NM-14NM-15NM-17NM-20NM-21NM-22

NR-21 NR-19 NR-17 NR-16 NR-15 NR-14 NR-13 NR-12

NM-10NM-12NM-16NM-18NM-19NM-23

NR-22 NR-20 NR-18

NM-9 NM-6 NM-4NM-24

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

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D E

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IP

T

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SHEET ID

®of Engineers

US Army Corps

U .S

A

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O R

P S

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IN

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IN

L

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A

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IG

N

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D E

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E N

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IN

E E

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U .S

A

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Y C

O R

P S

O F

WELL

LEGEND

31 23 06 BLASTING.

SEISMOGRAPHS SHALL BE LOCATED IN ACCORDANCE WITH SPECIFICATION 3.

SPECIFICATION 31 23 06 BLASTING.

PRE-BLAST SURVEYS MUST BE CONDUCTED IN ACCORDANCE WITH 2.

TO SPECIFICATION 31 23 06 BLASTING.

CONTRACTOR MUST PERFORM WORK AND BLAST MONITORING ACCORDING 1.

NOTES

ACTIVE NAVIGATION CHANNEL AND LOCK STRUCTURE

SEISMOGRAPH LOCATION

WATER SUPPLY WELL

WELL

B

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A1

BLASTING PLAN

1"=200'SCALE:

T H

IS

S

H E

E T

I S

T O

B E

P L

O T

T E

D I

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O L

O R

PR

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30' 60'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

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D E

S C

R

IP

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

IN

L

A N

D N

A V

IG

A

T

IO

N D

E S

IG

N

C E

N T

E R

D E

T R

O

IT

D

IS

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IC

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IN

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U .S

A

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O R

P S

O F

G A

T E

R32 R31 R30 R29 R28 R27 R26

L60 L59 L58 L57 L56 L55 L54 L53 L52

R25 R24 R23 R22 R21 R20 R19

L45L46

L47L48L49L50

L51

M24 M23 M22 M21 M20 M19 M18 M17 M16

NM-14NM-15NM-17NM-20NM-21NM-22

NR-21 NR-19 NR-16 NR-15 NR-14 NR-13

NM-16NM-18NM-19NM-23

NR-22 NR-20 NR-18

NM-24

SEE NOTE 3

SEE NOTE 4

NR-17

E D

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IL

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IN

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10-B-108

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A T

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N

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M O

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G O

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S A

N D

D A

M

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IV

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H A

M B

E R

M

N

IE

L D

B

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A1

LINE DRILLING

1"=30'SCALE:

MONOLITHS WILL BE OFFSET FROM THE MONOLITH JOINT BY 2 FEET.

LINE DRILLING PERFORMED ADJACENT TO DRILLED SHAFT SUPPORTED 5.

LINE DRILL FOR DOWNSTREAM SILL SHEAR KEY TO ELEVATION 611 FEET.4.

FOUNDATION ELEVATION OF NR-22.

LINE DRILL FOR NR-22 SCOUR KEY TO A DEPTH OF 3 FEET DEEPER THAN THE 3.

PLAN DRAWING 10-B-110.

THE DEEPEST ADJACENT MONOLITH ELEVATION AS SHOWN ON EXCAVATION

ALL LINE DRILL BORINGS ARE TO BE DRILLED TO THE TARGET ELEVATION OF 2.

THAN 2 FEET IN HEIGHT, AND AS SHOWN.

PERFORM LINE DRILLING AT ALL VERTICAL EXCAVATION FACES GREATER 1.

GENERAL NOTES

-B -1

A

M

A T

C H

L

LEGEND

REQUIRED LINE DRILLING

10-B-501

A12

10-B-501

A12

10-B-501

G14

10-B-501

G14

10-B-501

A1

PR

EL

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IN

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Y

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T

FO

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ST

R

U C

TI

30' 60'0

NORTH

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

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N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

IN

L

A N

D N

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A

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N D

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IG

N

C E

N T

E R

D E

T R

O

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IN

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U .S

A

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Y C

O R

P S

O F

AC

PIER 1

R8 R7 R6 R5 R4 R3 R2

L30 L29

R18 R17 R16

R15 R14 R13 R12 R11 R10 R9

L31L32L33L34L35L36L37

L38L39L40L41L42L43L44L45

M16 M15 M14 M13 M12 M11 M10 M9 M7 M6 M5 M4 M3 M2 M1M8

NR-1

NM-1NM-3

NR-3NR-4NR-7NR-8NR-11

NM-2

NR-2NR-5NR-6NR-9

NM-5NM-7NM-8NM-11NM-13

NR-12

NM-10NM-12 NM-9 NM-6 NM-4

NR-10

E D

R

IL

L

IN

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S H

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C O

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10-B-109

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D A

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H A

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A1

LINE DRILLING

1"=30'SCALE:

BE OFFSET FROM THE MONOLITH JOINT BY 2 FEET.

LINE DRILLING PERFORMED ADJACENT TO DRILLED SHAFT MONOLITHS WILL 3.

PLAN 10-B-111.

THE DEEPEST ADJACENT MONOLITH ELEVATION AS SHOWN ON EXCAVATION

ALL LINE DRILL BORINGS ARE TO BE DRILLED TO THE TARGET ELEVATION OF 2.

THAN 2 FEET IN HEIGHT, AND AS SHOWN.

PERFORM LINE DRILLING AT ALL VERTICAL EXCAVATION FACES GREATER 1.

GENERAL NOTES

-B -1

A

M

A T

C H

L

LEGEND

REQUIRED LINE DRILLING

10-B-501

A1

PR

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50' 100'0

619.70619.20NR-22

618.70618.20NR-21

617.80617.30NR-20

617.70617.20NR-19

617.70617.20NR-18

618.20617.70NR-17

617.40616.90NR-9

617.00616.50NR-8

616.50616.00NR-7

616.50616.00NR-6

617.00616.50NR-5

616.70616.20NR-4

616.50616.00NR-3

617.10616.60NR-2

617.70617.20NR-1

612.60612.10UPPER SILLS

617.50617.00LOWER SILLS

SLAB

TOP OF MUD

ELEVATION

FOUNDATION

NUMBER

MONOLITH

FOUNDATION ELEVATION TABLE

621.40NM-16

621.30NM-15

621.30NM-14

621.30NM-13

621.40NM-12

621.40NM-11

621.50NM-10

621.50NM-9

621.50NM-8

N/ANM-7

N/ANM-6

622.00NM-5

620.80NM-4

619.10NM-3

621.70NM-2

623.70NM-1

ELEVATION

FOUNDATION

NUMBER

MONOLITH

TABLE

FOUNDATION ELEVATION

DRILLED SHAFT MONOLITH

620.90NR-16

621.50NR-15

622.20NR-14

622.90NR-13

621.70NR-12

620.60NR-11

620.60NR-10

620.90NM-24

621.40NM-23

621.80NM-22

622.20NM-21

621.90NM-20

621.60NM-19

621.60NM18

N/ANM-17

ELEVATION

FOUNDATION

NUMBER

MONOLITH

TABLE - CONTINUED

FOUNDATION ELEVATION

DRILLED SHAFT MONOLITH

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

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N E

D B

Y

C O

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E

M A

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SHEET ID

®of Engineers

US Army Corps

U .S

A

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O R

P S

O F

E N

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IN

E E

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IN

L

A N

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A

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IG

N

C E

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D E

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D

IS

T R

IC

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E N

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IN

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U .S

A

R M

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O R

P S

O F

AC

G A

T E

PIER 1

R32 R31 R30 R29 R28 R27 R26

L60 L59 L58 L57 L56 L55 L54 L53 L52

R8 R7 R6 R5 R4 R3 R2 R1

L30 L29 L28 L27

R25 R24 R23 R22 R21 R20 R19

R18 R17 R16

R15 R14 R13 R12 R11 R10 R9

L31L32L33L34L35L36L37

L38L39L40L41L42L43L44L45L46

L47L48L49L50 L51

M24 M23 M22 M21 M20 M19 M18 M17 M16 M15 M14 M13 M12 M11 M10 M9 M7 M6 M5 M4 M3 M2 M1M8

NR-1

NM-1NM-3

NR-3NR-4NR-7NR-8NR-10NR-11

NM-2

NR-2NR-5NR-6NR-9

NM-5NM-7NM-8NM-11NM-13NM-14NM-15NM-17NM-20NM-21NM-22

NR-21 NR-19 NR-17 NR-16 NR-15 NR-14 NR-13 NR-12

NM-10NM-12NM-16NM-18NM-19NM-23

NR-22 NR-20 NR-18

NM-9 NM-6 NM-4NM-24

LEGEND

DRAWINGS 04.3-CD101 - 04.3-CD309.

FOR LIMITS OF DEMOLITION OF EXISTING CONCRETE STRUCTURES SEE 7.

BEDROCK.

SURFACE AND REMOVAL OF ALL WEATHERED, LOOSE AND DRUMMY

MONOLITHS SHALL BE EXCAVATED 0.5' MINIMUM BELOW TOP OF ROCK

FOUNDATIONS FOR ALL MONOLITHS HAVING DRILLED SHAFTS AND CULVERT 6.

CONCRETE STRUCTURES.

FOUNDED, OR PARTLY FOUNDED, ON PARTLY DEMOLISHED EXISTING

MONOLITHS NM-6, NM-7, NM-17, UPPER SILLS, CULVERT MONOLITHS ARE 5.

SHALL BE MECHANICALLY EXCAVATED.

ROCK AND CONCRETE EXCAVATED TO DEPTHS LESS THAN THREE FEET 4.

STRUCTURES SHALL BE MECHANICALLY EXCAVATED.

CONCRETE, INCLUDING NEW DRILLED SHAFT SUPPORTED MONOLITHS

ROCK AND CONCRETE WITHIN 20 FEET OF EXISTING, PERMANENT 3.

DETERMINED BY THE CONTRACTING OFFICER.

RESULTING FROM EXPLORATORY DRILLING OR FOUNDATION INSPECTION, AS

DESIGN FOUNDING ELEVATIONS MAY BE REVISED WHERE WARRANTED, 2.

SEE DRAWINGS 10-B-108 AND 10-B-109 FOR DRILLING LIMITS.1.

NOTES

EXCAVATION

ROCK

EXCAVATION - MECHANICAL EXCAVATION - MINIMUM 0.5' BELOW TOP OF

EXCAVATION - PARTIAL DEMOLITION OF EXISTING CONCRETE STRUCTURES

ROCK

UNDERWATER - MECHANICAL EXCAVATION - MINIMUM 0.5' BELOW TOP OF

STRUCTURES

UNDERWATER EXCAVATION - PARTIAL DEMOLITION OF EXISTING CONCRETE

EXCAVATION - PARTIAL DEMOLITION OF EXISTING CONCRETE STRUCTURES

UNDERWATER EXCAVATION

F

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10-B-110

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A1

FOUNDATION EXCAVATION PLAN

1"=50'SCALE:

PR

EL

IM

IN

AR

Y

N O

T

FO

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O N

ST

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TI

B

C

D

E

F

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L

M

N

P

S U

B M

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E D

B Y

C H

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K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

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C O

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R A

C T

N O

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IC

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N N

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U E

D A

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S I Z

E

M A

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D E

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IP

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N D

A T

E

SHEET ID

1170 1160 1150 1140 1130 1120 1110 110011801190120012101220123012401250126012701280129013001480 1470 1460 1450 1440 1430 1420 1410 1400 1310132013301340135013601370138013901670 1660 1650 1640 1630 1620 1610 1600 1590 150015101520153015401550156015701580 1490

910 900 890 880 870 860 850 840 830 820 810 800 790 780 770 760 750 740 730 720 710 700 690 680 670 5205305405505605705805906006106206306406506601100 1090 1080 1070 1060 1050 1040 1030 1020 1010 1000 990 980 970 960 950 940 930 920

O L

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10-B-201

H

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U P

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N A

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IG

A T

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N

P R

O J E

C T

M O

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G O

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L O

C K

S A

N D

D A

M

N E

W R

IV

E

R C

H A

M B

E R

C

L A

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O N

B

B A

K E

R

M

D E

S J A

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IN

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A N

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20' 40'0

20' 40'0

510 510

D R

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IN

G

I N

T E

N D

E D

T O

B E

P R

IN

T

E D

I N

C O

L O

R

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

P

IT

T S

B U

R G

H D

IS

T

R

IC

T

E N

G

IN

E E

R S

U .S

A

R M

Y C

O R

P S

O F

-B -2

H

M

A T

C H

L

-B -2

A

M

A T

C H

L

-B -2

H

M

A T

C H

L

THRU

10-B-101

A4

10-B-103

THRU

10-B-101

A4

GM

SISH

COAL

SISH

SH

COAL

SISH

SS w/ SH

SS

COAL

SS

SP

SISH

SH

COAL

CLSH

SISH w/SS

SS w/ SH

SH

CARSH

COAL

CARSH

SISH w/ SS

SS w/ SISH

SS

SP-SM

SH

SISH w/ SS

SH w/ SS

SH

COAL

CLSH

SISH

SH

CARSH

COAL

CARSH

SISH

SS w/ SH

SS

SM

CARSH

SH

SISH w/ SS

SH

CARSH

CLSH

SISH

SH

CARSH

COAL

CARSH

SISH w/ SS

SS w/ SH

SS

SP

SS w/ SH

SH W/ SS

SH

COAL

CLSH

SH

SISH w/ SS

SS w/ SH

SISH w/ SS

SS

GP

SP

SISH

CARSH

SISH w/ SS SS w/ SH

SISH w/ SS

SH

COAL

CLSH

SH

SISH w/ SS

SS w/ SISH

CARSH

SS w/ SH

95%/67%

96%/88%

100%/100%

100%/100%

98%/74%

100%/88%

97%/68%

100%/96%

100%/76%

100%/79%

98%/96%

94%/66%

100%/89%

"N""N"

50/0.1

97%/22%

85%/38%

100%/92%

94%/74%

100%/96%

100%/74%

94%/28%

100%/96%

100%/100%

100%/84%

98%/80%

100%/58%

100%/82%

100%/48%

100%/70%

"N"

100%/0%

100%/92%

100%/70%

100%/100%

94%/70%

100%/80%

96%/96%

98%/58%

100%/76%

100%/94%

100%/46%

100%/86%

100%/80%

96%/70%

100%/96%

"N"

50/0.1

96%/63%

100%/64%

100%/90%

100%/86%

100%/90%

100%/100%

91%/49%

95%/38%

100%/96%

99%/69%

85%/34%

"N"

50/0.3

100%/58%

100%/38%

100%/90%

100%/100%

98%/58%

100%/96%

100%/94%

100%/96%

100%/88%

96%/58%

100%/54%

100%/82%

100%/92%

98%/98%

100%/92%

"N"

50/0.1

100%/68%

100%/94%

100%/100%

100%/96%

98%/86%

98%/76%

100%/100%

100%/92%

100%/96%

100%/100%

100%/100%

96%/62%

92%/8%

100%/100%

100%/94%

"N"

50/0.2

18-EDM-FGW-1

EL. 633.15

(PROJECTED 0.24' LW)

18-EDM-FGW-2

EL. 632.47

(PROJECTED 0.12' RW)

18-EDM-FGW-3

EL. 632.18

(PROJECTED 1.00' RW)

18-EDM-FGW-4

EL. 640.49

(PROJECTED 0.21' RW)

18-EDM-FGW-5

EL. 646.39

(PROJECTED 0.23' RW)

18-EDM-FGW-6

EL. 652.76

(PROJECTED 0.53' LW)

SISH

SS w/ SH

SP

SISH w/ SS

SH

COAL

CARSH

CLSH

SISH

SISH w/ SS

SS w/ SH

CORE LOSS

SS

GP

SW-SM

SP

SS

SISH w/ SS

SH

SISH

SISH w/ SS

SS w SH

GM

SH

SISH

SISH w/ SS

SS w/ SH

SS

GP

SP

SH

CLSH

SISH

SS w/ SH

GP

SP

SH

CLSH

SISH

SISH w/ SS

SS w/ SH

GP

SH

SISH

COAL

SS

SS w/ SH

SS

100%/62%

100%/73%

100%/96%

100%/78%

100%/72%

100%/94%

100%/100%

100%/89%

100%/84%

100%/70%

87%/54%

"N"

50/0.2

87%/42%

100%/86%

100%/100%

98%/80%

98%/76%

100%/94%

100%/96%

100%/96%

100%/78%

100%/86%

100%/94%

100%/90%

100%/94%

100%/80%

98%/78%

"N"

74/0.6

59%/11%

92%/76%

96%/62%

100%/94%

98%/84%

100%/70%

100%/30%

100%/70%

100%/36%

100%/62%

100%/70%

100%/80%

100%/75%

100%/88%

"N"

50/0.3

100%/0%

100%/72%

100%/84%

100%/92%

100%/94%

100%/88%

100%/98%

100%/82%

100%/90%

100%/86%

100%/76%

98%/46%

100%/72%

100%/90%

100%/98%

"N"

50/0.1

100%/35%

100%/62%

100%/66%

100%/96%

100%/94%

100%/88%

98%/70%

98%/96%

100%/90%

100%/88%

100%/98%

100%/94%

100%/100%

100%/90%

100%/90%

"N"

50/0.1

89%/60%

98%/92%

98%/84%

100%/100%

96%/72%

100%/70%

100%/94%

99%/94%

100%/83%

98%/87%

100%/85%

"N"

18-EDM-FGW-7

EL. 654.37

(PROJECTED 0.53' RW)

18-EDM-FGW-8

EL. 653.62

(PROJECTED 0.44' LW)

18-EDM-RW-1

EL. 648.39

(PROJECTED 0.27' RW)

18-EDM-RW-2

EL. 639.81

(PROJECTED 0.44' RW)

18-EDM-RW-3

EL. 638.65

(PROJECTED 2.86' RW)

18-EDM-RW-4

EL. 633.30

(PROJECTED 0.89' RW)

(PROJECTED 0.64' RW)

NR-22 NR-21 NR-20 NR-19

NR-18

NR-17 NR-16

NR-15

IN

L

A N

D N

A V

IG

A

T

IO

N D

E S

IG

N

C E

N T

E R

DRILLED SHAFT (TYP)

COFFERDAM CELL

PROPOPSED TEMPORARY

MICROPILES (TYP) MICROPILES (TYP)

H1

PROFILE N - VIEW 1

1"=20'SCALE:

A1

PROFILE N - VIEW 2

1"=20'SCALE:

PR

EL

IM

IN

AR

Y

N O

T

FO

R C

O N

ST

R

U C

TI

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

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D E

S C

R

IP

T

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N D

A T

E

SHEET ID

0102030405060708090100110120130140150160170180190200210220230240250260270280290300310320330340350360370380390400410420430440450460470480490500 10 20 30 40 50 60510520

60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 510 520 530 540 550 560 570 580 590 600 610 620 630 640

O L

O G

IC

P

R O

F

IL

E N

S H

E E

C O

N S

IS

T

E N

C Y

R E

V

10-B-202

H

IO

R

IV

E

R B

A S

IN

U P

P E

R O

H

IO

N A

V

IG

A T

IO

N

P R

O J E

C T

M O

N T

G O

M E

R Y

L O

C K

S A

N D

D A

M

N E

W R

IV

E

R C

H A

M B

E R

C

L A

R S

O N

B

B A

K E

R

M

D E

S J A

R D

IN

S

A N

S I

D

J U

N E

O T

D A

T

T S

B U

R G

H D

IS

T

R

IC

T

L

IB

E R

T Y

A V

E N

U E

P

IT

T S

B U

R G

H P

A

R

E B

O R

IN

G

S

20' 40'0

20' 40'0

D R

A W

IN

G

I N

T E

N D

E D

T O

B E

P R

IN

T

E D

I N

C O

L O

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®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

P

IT

T S

B U

R G

H D

IS

T

R

IC

T

E N

G

IN

E E

R S

U .S

A

R M

Y C

O R

P S

O F

-B -2

H

M

A T

C H

L

-B -2

A

M

A T

C H

L

-B -2

H

M

A T

C H

L

-B -2

A

M

A T

C H

L

10-B-101

A4

10-B-103

THRU

10-B-101

A4

CONCRETE

SW-SM

SISH w/ SS

SH

SISH w/ SS

SS w/ SH

SISH

SS w/ SH

GP

SP

GP

SS w/ SH

SISH

COAL

SH

SISH w/ SS

SS

SP-SM

SH

SS

SISH

COAL

SISH

SISH w/ SS

SS w/ SISH

SS

CL

GP

SH

SISH

SS w/ SH

SISH

CALSH

COAL

SS w/ SISH

SISH

SS

SM

SH

SISH w/ SS

SS

SISH w/ SS

SH

CARSH

SISH w/ SS

COAL

SISH

SS

SP

SC

SH

COAL

SISH

SS w/ SH

SISH

SS w/ SH

SISH

SS

78%/0%

96%/54%

100%/14%

100%/94%

100%/98%

100%/94%

100%/84%

98%/98%

100%/82%

100%/96%

100%/74%

100%/86%

100%/84%

98%/56%

100%/69%

100%/70%

"N"

50/0.1

100%/0%

100%/86%

98%/98%

100%/100%

98%/80%

98%/94%

100%/100%

100%/100%

100%/100%

100%/100%

100%/90%

98%/90%

100%/88%

98%/98%

98%/82%

"N"

50/0.1

36%/21%

100%/54%

98%/76%

100%/94%

100%/82%

100%/100%

100%/100%

100%/100%

100%/94%

100%/90%

100%/90%

100%/52%

100%/62%

100%/90%

100%/96%

"N"

50/0.3

87%/60%

94%/68%

100%/53%

94%/52%

100%/88%

96%/56%

96%/38%

96%/28%

100%/62%

96%/88%

96%/60%

100%/76%

98%/78%

98%/83%

"N"

50/0.1

36%/0%

90%/46%

100%/58%

100%/80%

100%/56%

92%/58%

100%/100%

100%/30%

100%/34%

100%/72%

100%/92%

100%/88%

100%/80%

100%/88%

100%/100%

"N"

50/0.3

80%/0% 100%/0%

71%/27%

100%/54%

100%/72%

100%/60%

100%/86%

100%/72%

100%/78%

100%/30%

100%/68%

88%/18%

100%/92%

100%/80%

100%/80%

100%/82%

"N"

50/0.1

18-EDM-RW-5

EL. 648.98

(PROJECTED 0.64' RW)

18-EDM-RW-7

EL. 659.35

(PROJECTED 0.11' LW)

18-EDM-RW-8

EL. 658.23

(PROJECTED 1.25' RW)

18-EDM-RW-9

EL. 653.86

(PROJECTED 1.20' RW)

18-EDM-RW-10

649.4640

(PROJECTED 1.12' RW)

NR-13

NR-12

NR-14

NR-11

NR-11

NR-9 NR-8 NR-7 NR-6

NR-5 NR-4 NR-3

58A

EL. 648.71

(PROJECTED 16.30' LW)

36A

EL. 651.11

(PROJECTED 33.01' LW)

SH

SS

GP

SP

SH

SS

GP

SP

GP

NR-10

18-EDM-RW-6

EL. 654.84

(PROJECTED 1.58' RW)

GM

SM

SH

COAL

SISH

SS

SISH

SS

NOT SAMPLED

SISH

COAL

SH

CARSH

CLSH

SISH

SS

SH

CARSH

COAL

CLSH

SISH w/ SS

SS w/ SH

SISH w/ SS

SS w/ SH

GM

SH

COAL

SH

COAL

SISH

COAL

SISH

SISH w/ SS

SS

SS w/ SH

CL

SP

SISH

COAL

SH

CARSH

COAL

CLSH

SISH

SS w/ SH

SH

COAL

CLSH

SISH w/ SS SS w/ SH

SISH

SS w/SH

SISH w/ SS

SS w/ SH

SISH w/ SS

SS

45%/0%

96%/50%

100%/62%

100%/50%

100%/98%

98%/72%

100%/84%

99%/83%

100%/73%

100%/76%

99%/83%

"N"

58/0.9

100%/22%

92%/36%

100%/58%

100%/94%

98%/98%

100%/90%

100%/56%

100%/44%

100%/70%

98%/72%

100%/96%

100%/98%

100%/98%

100%/50%

98%/42%

"N"

100%/0% 95%/0%

100%/36%

96%/58%

96%/70%

94%/34%

100%/96%

100%/96%

98%/78%

100%/90%

100%/90%

100%/84%

100%/72%

100%/84%

100%/70%

100%/88%

"N"

50/0.2

50%/0% 92%/0%

96%/15%

90%/16%

100%/56%

94%/54%

100%/76%

100%/80%

100%/86%

100%/78%

100%/67%

100%/70%

"N"

50%/0% 90/0.7

86%/0%

100%/0%

100%/0%

100%/36%

98%/68%

96%/66%

100%/82%

100%/92%

100%/88%

100%/80%

100%/98%

100%/98%

100%/100%

100%/100%

98%/50%

"N"

50/0.2

GP

SM

SP

SISH

COAL

CLSH

COAL

SISH

SS

SS

CLSH

SS

SISH

SISH w/ SS

SISH

SS

SISH

CLSH

SH

18-EDM-RW-11

EL. 647.68

(PROJECTED 0.51' RW)

18-EDM-UGW-1

EL. 648.22

(PROJECTED 0.28' LW)

18-EDM-UGW-2

EL. 642.94

(PROJECTED 0.70' RW)

18-EDM-UGW-3

EL. 642.80

(PROJECTED 1.23' RW)

18-EDM-UGW-4

EL. 640.48

(PROJECTED 0.79' RW)

NR-2 NR-1

SS w/ SH

SISH w/ SS

IN

L

A N

D N

A V

IG

A

T

IO

N D

E S

IG

N

C E

N T

E R

DRILLED SHAFTS (TYP)

DRILLED SHAFTS (TYP)

MICROPILES (TYP)

MICROPILES (TYP)

COFFERDAM

H1

PROFILE N - VIEW 3

1"=20'SCALE:

A1

PROFILE N - VIEW 4

1"=20'SCALE:

PR

EL

IM

IN

AR

Y

N O

T

FO

R C

O N

ST

R

U C

TI

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

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N N

O

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S

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D A

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S I Z

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M A

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D E

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SHEET ID

117011601150114011301120111011001090108010701060105010401030102010101000990980970960950940930920910900890880870860850840830820810800790780770760750740730720710700690680670 1180 1190 1200 1210 1220640 650 660 117011601150114011301120111011001090108010701060105010401030102010101000990980970960950940930920 1180 1190 1200 1210 1220

1220 1230 1480147014601450144014301420141014001240 1250 1260 1270 1280 1290 1300 1310 1320 1330 1340 1350 1360 1370 1380 13901220 1230 1240 1250 1260 1270 1280 1290 1300 1480147014601450144014301420141014001300 1310 1320 1330 1340 1350 1360 1370 1380 13901300

O L

O G

IC

P

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F

IL

E N

S H

E E

C O

N S

IS

T

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C Y

R E

V

10-B-203

H

IO

R

IV

E

R B

A S

IN

U P

P E

R O

H

IO

N A

V

IG

A T

IO

N

P R

O J E

C T

M O

N T

G O

M E

R Y

L O

C K

S A

N D

D A

M

N E

W R

IV

E

R C

H A

M B

E R

C

L A

R S

O N

B

B A

K E

R

M

D E

S J A

R D

IN

S

A N

S I

D

J U

N E

O T

D A

T

T S

B U

R G

H D

IS

T

R

IC

T

L

IB

E R

T Y

A V

E N

U E

P

IT

T S

B U

R G

H P

A

R

E B

O R

IN

G

S

20' 40'0

20' 40'0

D R

A W

IN

G

I N

T E

N D

E D

T O

B E

P R

IN

T

E D

I N

C O

L O

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®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

P

IT

T S

B U

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H D

IS

T

R

IC

T

E N

G

IN

E E

R S

U .S

A

R M

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O R

P S

O F

-B -2

H

M

A T

C H

L

-B -2

A

M

A T

C H

L

-B -2

A

M

A T

C H

L

10-B-101

A4

10-B-103

THRU

10-B-101

A4

SM

GC

SISH

COAL

CLSH

CARSH

CLSH

SISH

COAL

CLSH

SISH

SS w/ SH

SH

SISH

SISH w/ SS

SS w/ SH

SISH w/ SS

SS w/ SISH

SM

SH

COAL

SH

COAL

SISH

COAL

SISH w/ SS

SS w/ SH

SM

SISH

COAL

SH

SISH

SS w/ SH SISH w/ SS SS w/ SH

SISH

SH

COAL

CLSH

SISH

SS

SISH

SISH w/ SS SS w/ SISH SISH w/ SS SS w/ SISH

SISH w/ SS

SS

SISH w/ SS SS w/ SISH

SISH

SS w/ SISH

SM

SISH

SH

CARSH

SISH w/ SS SS w/ SISH

SISH

SH

SISH w/ SS

COAL

CLSH

SISH

SS

SISH w/ SS

SS w/ SISH

SISH w/ SS SS w/ SISH

SISH w/ SS

SS w/ SISH

SISH

SS w/ SISH

SW-SM

SISH

CARSH

SISH

SS w/ SISH

SISH w/ SS

SH

SISH

SH w/ SS

SS

SH w/ SS

SS

SM

SP

SISH

SS w/ SH

SISH

SS w/ SH

SISH

SS w/ SH SISH w/ SS

SISH

SS

SISH

SS w/ SH

SH

CLSH

SISH

SH

SS

SH w/ SS

SS

100%/40%

100%/15%

100%/46%

100%/64%

92%/48%

100%/94%

98%/50%

98%/92%

100%/92%

100%/92%

100%/92%

100%/98%

100%/100%

100%/94%

100%/94%

"N"

99/0.7

33%/0%

96%/8%

62%/10%

90%/28%

100%/90%

90%/77%

87%/35%

100%/92%

100%/100%

98%/92%

100%/91%

99%/90%

100%/76%

"N"

70/0.8 100%/0%

90%/32%

100%/72%

100%/75%

100%/100%

100%/100%

98%/66%

100%/100%

100%/94%

100%/80%

100%/82%

100%/98%

100%/76%

100%/98%

100%/88%

"N"

81/0.9

100%/88%

"N"

88%/0%

92%/80%

100%/90%

100%/86%

100%/100%

100%/98%

96%/62%

100%/100%

100%/100%

100%/96%

100%/98%

100%/88%

100%/82%

100%/100%

71/0.8

100%/29%

100%/26%

100%/92%

100%/81%

100%/100%

98%/94%

100%/82%

100%/100%

100%/100%

100%/94%

100%/92%

100%/76%

98%/96%

100%/90%

100%/94%

"N"

50/.01

94%/65%

100%/13%

100%/71%

100%/88% 95%/55%

97%/81%

100%/83%

100%/100%

100%/95%

100%/87%

"N"

50/0.2

18-EDM-UGW-5

EL. 648.27

(PROJECTED 1.85' RW)

18-EDM-UGW-6

EL. 647.10

(PROJECTED 0.98' RW)

18-EDM-UGW-7

EL. 647.39

(PROJECTED 1.38' RW)

18-EDM-UGW-8

EL. 647.29

(PROJECTED 1.51' RW)

18-EDM-UGW-9

EL. 638.57

(PROJECTED 4.17 RW)

18-EDM-UGW-10

EL. 633.79

(PROJECTED 2.02' RW)

SS

SS w/ SISH

SS w/ SH

SS

SS w/ SH

SS

NOT SAMPLED

SH

SS

CARSH

CLSH

SISH

SS w/ SH

SH

SISH

COAL

CLSH

SISH

SS w/ SH SISH w/ SS

SS

SISH

SS w/ SISH

SISH

SS w/ SISH

SISH w/ SS

SS

SISH

SS

SW

SISH

SS

SH

COAL

CLSH

SISH

SS

GP

SP

GP

SISH

COAL

CLSH

SISH

SS

75%/0%

100%/23%

94%/58%

100%/100%

100%/50%

100%/18%

100%/100%

100%/100%

100%/94%

100%/86%

100%/94%

100%/96%

100%/100%

100%/88%

100%/100%

"N"

50/0.2

100%/96%

100%/84%

100%/92%

100%/92%

100%/88%

100%/96%

100%/64%

100%/32%

100%/62%

100%/66%

100%/24%

"N"

94%/29%

93%/60%

100%/86%

100%/22%

100%/100%

94%/78%

100%/100%

100%/86%

100%/76%

50/0.4

33%/0% 100%/27%

100%/30%

100%/18%

100%/70%

100%/100%

100%/71%

100%/85%

100%/86%

99%/84%

100%/71%

"N"

18-EDM-UGW-11

EL. 637.77

(PROJECTED 3.21')

18-EDM-UGW-12

EL. 639.73

(PROJECTED 2.45' RW)

18-EDM-UGW-13

EL. 634.04

(PROJECTED 0.77' RW)

IN

L

A N

D N

A V

IG

A

T

IO

N D

E S

IG

N

C E

N T

E R

MOORING CELL

50/0.3

H1

PROFILE N - VIEW 5

1"=20'SCALE:

A1

PROFILE N - VIEW 6

1"=20'SCALE:

PR

EL

IM

IN

AR

Y

N O

T

FO

R C

O N

ST

R

U C

TI

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

O L

O G

IC

P

R O

F

IL

E O

S H

E E

C O

N S

IS

T

E N

C Y

R E

V

10-B-204

H

IO

R

IV

E

R B

A S

IN

U P

P E

R O

H

IO

N A

V

IG

A T

IO

N

P R

O J E

C T

M O

N T

G O

M E

R Y

L O

C K

S A

N D

D A

M

N E

W R

IV

E

R C

H A

M B

E R

C

L A

R S

O N

B

B A

K E

R

M

D E

S J A

R D

IN

S

A N

S I

D

J U

N E

O T

D A

T

T S

B U

R G

H D

IS

T

R

IC

T

L

IB

E R

T Y

A V

E N

U E

P

IT

T S

B U

R G

H P

A

R

E B

O R

IN

G

S

20' 40'0

20' 40'0

D R

A W

IN

G

I N

T E

N D

E D

T O

B E

P R

IN

T

E D

I N

C O

L O

R

230240250260270280290300310320330340350360370380390400410420430440450460470480490500

800 790 780 770 760 750 740 730 720 710 700 690 680 670 510520530540550560570580590600610620630640650660

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

P

IT

T S

B U

R G

H D

IS

T

R

IC

T

E N

G

IN

E E

R S

U .S

A

R M

Y C

O R

P S

O F

0102030405060708090100110120130140150160170180190200210220230 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350

-B -2

H

M

A T

C H

L

-B -2

A

M

A T

C H

L

-B -2

A

M

A T

C H

L

10-B-101

A4

10-B-103

THRU

10-B-101

A4

GP

SM

SISH w/ SS

SH

CARSH

Coal

SH

SISH w/ SS

SS w/ SH

SISH w/ SS

SS w/ SH

GP

SM

SISH w/ SS

CORE LOSS

SHSH w/ SS

SH

CORE LOSS

CLSH

SISH

SISH w/ SS

SS w/ SH

GP

SM

SH

CORE LOSS

CLSH

SISH

SISH w/ SS

SS w/ SH

SS

GP

SISH

SH

0.1' Clay Infill

SH

0.1' Clay Infill

SH

SS w/ SH

SISH w/ SS

SS

GP

SP

SH

CORE LOSS

SH

SISH

SS w/ SH

GP

SM

SH

SISH w/ SS

SH

SISH

SISH w/ SS

SS w/ SH

100/19

100/84

100/94

100/94

98/72

100/72

100/100

100/94

98/98

100/100

100/98

100/100

100/94

100/90

100/82

"N"

50/0.1

77/26

100/93

100/98

94/68

100/100

100/96

100/88

100/100

100/92

100/92

100/96

98/96

100/98

100/72

100/92

"N"

50/0.1

100/38

100/76

90/72

100/100

100/94

100/74

100/100

100/72

100/76

100/98

98/80

100/64

96/20

100/24

100/76

"N"

71/0

98/94

100/70

100/94

100/94

100/96

100/96

100/100

100/64

100/92

100/100

100/98

100/54

100/47

100/44

"N"

50/0.1

36/0

90/16

84/48

100/82

100/94

98/84

100/100

98/92

100/82

98/78

100/80

100/100

100/100

100/90

100/78

"N"

50/0 90/0

96/74

100/82

100/62

100/98

100/60

100/88

100/80

100/90

100/84

100/98

100/96

98/90

100/92

100/98

"N"

50/0.2

18-EDM-C-1

EL. 654.09

(PROJECTED 16.06' LW)

18-EDM-C-2

EL. 651.01

(PROJECTED 14.89' LW)

18-EDM-C-3

EL. 647.78

(PROJECTED 14.82' LW)

18-EDM-C-4

EL. 645.23

(PROJECTED 15.03' LW)

18-EDM-C-5

EL. 646.60

(PROJECTED 14.65' LW)

18-EDM-C-6

EL. 640.57

(PROJECTED 14.95' LW)

SISH w/ SS

SISH w/ SS

MH

SP

SS w/ SISH

CORE LOSS

SS w/ SISH SISH w/ SS

SH

COAL

CLSH

SISH

SISH w/ SS

SS

GM

SM

SS w/ SH

SISH

COAL

SISH

SISH w/ SS

SS

SW-SM

SP

SH

CLSH

CARSH

SISH

SS w/ SH

SISH

SH

SISH

CARSH

COAL

CLSH

SISH w/ SS

SS

SM

CARSH

COAL

SH

SISH

CLSH

SISH w/ SS

SH

CARSH

SS

CARSH

COAL

CARSH

SS w/ SH

SISH w/ SS

SS w/ SH

GP

CARSH

CORE LOSS

SH

CARSH

SS w/ SH

SISH

SISH w/ SS

SS

82/24

100/72

100/98

100/68

100/88

100/80

100/100

100/96

100/98

100/98

100/94

100/78

100/100

100/98

98/96

"N"

66/0.8

100/35

100/72

100/98

100/100

94/76

100/100

100/100

100/94

100/94

100/94

100/94

100/76

100/100

100/28

41/9

"N"

59/0

96/82

100/90

100/80

100/78

100/100

100/66

100/66

100/62

100/78

100/86

100/72

100/94

100/96

100/98

"N"

79/24

89/32

100/36

100/92

100/90

100/58

100/26

100/46

100/20

100/50

100/66

100/90

100/84

100/68

100/62

"N"

50/0.3

81/0

8/0 40/0

78/30

100/82

100/88

100/94

100/92

100/68

100/66

100/68

100/90

100/61

100/80

100/66

98/86

"N"

63/0.9

18-EDM-C-7

EL. 653.93

(PROJECTED 16.21' LW)

18-EDM-C-8

EL. 657.45

(PROJECTED 15.47' LW)

18-EDM-C-9

EL. 654.71

(PROJECTED 14.60' LW)

18-EDM-C-10

EL. 652.04

(PROJECTED 14.48' LW)

18-EDM-C-11

EL. 645.70

(PROJECTED 16.00' LW)

CALSH

PROPOSED SILL

MICROPILES

COFFERDAM

IN

L

A N

D N

A V

IG

A

T

IO

N D

E S

IG

N

C E

N T

E R

PROPOSED SILL

H1

PROFILE 0 - VIEW 1

1"=20'SCALE:

A1

PROFILE O - VIEW 2

1"=20'SCALE:

PR

EL

IM

IN

AR

Y

N O

T

FO

R C

O N

ST

R

U C

TI

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

O L

O G

IC

P

R O

F

IL

E O

S H

E E

C O

N S

IS

T

E N

C Y

R E

V

10-B-205

H

IO

R

IV

E

R B

A S

IN

U P

P E

R O

H

IO

N A

V

IG

A T

IO

N

P R

O J E

C T

M O

N T

G O

M E

R Y

L O

C K

S A

N D

D A

M

N E

W R

IV

E

R C

H A

M B

E R

C

L A

R S

O N

B

B A

K E

R

M

D E

S J…