W912QR20B0013AppendixK-0000.pdf

PDF 33 MB Posted Jul 1, 2020

Attached to: Olmsted L&D 53 Marine Demo: Phase II
Solicitation number: W912QR20B0013
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation. The U.S. Army Corps of Engineers is soliciting proposals for work consisting of demolition and removal of Lock and Dam 53 on the Mississippi River. The work is estimated to cost between $10-25 million. The NAICS code is 237990 and businesses must be no larger than $39.5 million to qualify as small. Proposals are due through the ProjNet system and this procurement follows Federal Acquisition Regulation requirements including price evaluation preference for HUBZone small businesses. Offerors must comply with System for Award Management registration requirements. Technical questions should be submitted through ProjNet.

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File	Type	Posted
W912QR20B0013-0001.pdf	PDF	Jul 27, 2020
W912QR20B0013AppendixD-0000.pdf	PDF	Jul 1, 2020
W912QR20B0013AppendixI-0000.pdf	PDF	Jul 1, 2020
W912QR20B0013AppendixG-0000.pdf	PDF	Jul 1, 2020
W912QR20B0013AppendixC-0000.pdf	PDF	Jul 1, 2020
W912QR20B0013AppendixB_Vol3-0000.pdf	PDF	Jul 1, 2020
W912QR20B0013AppendixF-0000.pdf	PDF	Jul 1, 2020
W912QR20B0013AppendixJ-0000.pdf	PDF	Jul 1, 2020
W912QR20B0013AppendixB_Vol2-0000.pdf	PDF	Jul 1, 2020
W912QR20B0013AppendixH-0000.pdf	PDF	Jul 1, 2020
W912QR20B0013AppendixA-0000.pdf	PDF	Jul 1, 2020
W912QR20B0013AppendixE-0000.pdf	PDF	Jul 1, 2020
W912QR20B0013AppendixB_Vol1-0000.pdf	PDF	Jul 1, 2020
W912QR20B0013Specs-0000.pdf	PDF	Jul 1, 2020
W912QR20B0013Plans-0000.pdf	PDF	Jul 1, 2020

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PROJECT SITE

US Army Corps of Engineers

Louisville District

Reviewed by:

Approval Recommended: *

Project Engineer/Architect Date

Approved: *

Chief, Engineering Division Date

ARE REQUIRED BY ER 1110-1-8152.

OPERATING WITHIN THE SCOPE OF THIER EMPLOYMENT. SIGNATURES

REGISTRATION DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE

LOUISVILLE DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND

* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICAL RECOMMENDATION AND

OLMSTED, ILLINOIS

P2# 112574

ILLINOIS

KENTUCKY

MOORING CELLS (UMC)

OLMSTED UPSTREAM

AND INSTALLATION OF NAVIGATIONAL BUOY'S.

INCLUDES EXCAVATION OF RIVER SEDIMENT, STONE PROTECTION, PAINTING,

FOUR CONCRETE MOORING CELLS WITH LINE HOOKS. INCIDENTAL WORK

SCOPE OF WORK: WORK INCLUDES FABRICATING AND CONSTRUCTING

CASE No. 0390

W912QR-04-C-0004

JANUARY 2018

CERTIFIED FINAL

ATR CERTIFIED BY KENT HOKENS, CEMVP 5 JANUARY 2018

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

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CERTIFIED FINAL

G-001

D O

R S

C H

D O

R S

C H

N T S

V E

R S

H E

E T

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

P R

O J E

C T E

N G

E E

R /A

R C

E C

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

D R

A W

G C

O D

A L E

D A

M B

O L

R E

N S

D E

S C

N A

P P

D A

T E

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

UMC

L O

L E D

T R

T U

P S

T R

E M M

O O

G C

E L L S

O L

M S

T E

F Y

G R

E E

N W

E L L

F E

J A

N U

A R

W G

A P

A S

B U I

APPENDIX K - FOR REFERENCE ONLY

2Q R

ARIMS: 1200 Disposition: Permanent

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

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CERTIFIED FINAL

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

P R

O J E

C T E

N G

E E

R /A

R C

E C

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

D R

A W

G C

O D

A L E

D A

M B

O L

R E

N S

D E

S C

N A

P P

D A

T E

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G-002

D O

R S

C H

D O

R S

C H

E E

T I

N D

SHEET INDEX

NTS

L O

L E D

T R

T O

L M

S T

E D

U P

S T

R E

M M

O O

G C

E L L S

F Y

G R

E E

N W

E L L

UMC

F E

J A

N U

A R

A S

B U I

APPENDIX K - FOR REFERENCE ONLY

2Q R

EXISTING Z-PILE TEMPLATE STRUCTURE

SEE SHEET VA101 FOR LOCATION.

AVAILABLE FOR CONTRACTOR'S USE.

EXISTING SHEET PILE IN STOCKPILE AREA

NEEDED TO USE IT AS A CELL TEMPLATE. SEE RF101 - 105 FOR DETAILS.

CELL TEMPLATE. THE CONTRACTOR WILL BE RESPONSIBLE FOR DESIGN MODIFICATIONS

LEFT BOAT ABUTMENT COFFERDAM IS AVAILABLE FOR CONTRACTOR USE AS A

NOTE: THE EXSITING Z-PILE TEMPLATE USED TO CONSTRUCT THE OLMSTED DAM

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

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CERTIFIED FINAL

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

P R

O J E

C T E

N G

E E

R /A

R C

E C

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

D R

A W

G C

O D

A L E

D A

M B

O L

R E

N S

D E

S C

N A

P P

D A

T E

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

D O

R S

C H

B S

A Y

G-004

E P

H O

T O

G R

A P

H S

SITE PHOTOGRAPHS

NTS

L O

L E D

T R

T O

L M

S T

E D

U P

S T

R E

M M

O O

G C

E L L S

F Y

G R

E E

N W

E L L

UMC

A U

G U

S T

F E

N T S

A S

B U I

APPENDIX K - FOR REFERENCE ONLY

2Q R

LD53-CD

LD53-DC

D A

O A

N 333,285.54

E 1,041,301.35

N 333,455.94

E 1,041,528.77

N 332,283.24

E 1,040,928.87

CELL #1

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

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CERTIFIED FINAL

GENERAL SHEET NOTES

LEGEND

FEET.

4. THE SURVEY CONTROL IS BASED ON U.S. SURVEY

3. VERTICAL DATUM IS OHIO RIVER DATUM (ORD).

NAD27 KENTUCKY STATE PLANE, SOUTHERN ZONE.

2. HORIZONTAL COORDINATE SYSTEM IS

DESCRIPTIONS.

1. SEE SHEET VF401 FOR CONTROL POINT

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

P R

O J E

C T E

N G

E E

R /A

R C

E C

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

D R

A W

G C

O D

A L E

D A

M B

O L

R E

N S

D E

S C

N A

P P

D A

T E

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

D O

R S

C H

B S

A Y

L O

CONTROL POINT LOCATIONS

1" = 100' 0 200'100'

L O

C A

N S

C O

N T

R O

L P

L O

L E D

T R

T O

L M

S T

E D

U P

S T

R E

M M

O O

G C

E L L S

F Y

UMC

V-001

G R

E E

N W

E L L

A U

G U

S T

F E

N T S

A S

B U I

APPENDIX K - FOR REFERENCE ONLY

2Q R

ED-T-TC\Surveys

PROJECT:

DATE:

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV.

COMB. FACTOR

NORTHING

EASTING

(FT)

(FT) (M)

(FT)

DATE (FOUND)

LOCATION:

DESCRIPTION:

GEOGRAPHIC COORDINATES (NAD83)

ED-T-TC\Surveys

PROJECT:

DATE:

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV.

COMB. FACTOR

NORTHING

EASTING

(FT)

(FT) (M)

(FT)

DATE (FOUND)

LOCATION:

DESCRIPTION:

GEOGRAPHIC COORDINATES (NAD83)

LOCKS & DAM 53 LOCKS & DAM 53

JULY 2017 JULY 2017

315.170

GRAND CHAIN, IL

LOCKS & DAM 53

OHIO RIVER DATUM ORD

LD53-CD

the guardrail.It is near the center of the curve of the bend.

The station is located near the bend in the road behind and driven flush into the ground.

The station is a piece of †" rebar that is capped

LOCKS & DAM 53

GRAND CHAIN,IL

LD53-DC

OHIO RIVER DATUM ORD

and driven flush into the ground.

The station is a piece of 5/8" rebar that is capped

†" CAPPED REBAR

LD53-CD

POWER POLE

OF GUARDRAIL

FIRST POST

A-35.5' @ 203 DEG.(PC OF ROAD MARKEDWITH RED PAINT)

FROM A TO LD53-CD

B-24.1' @ 167 DEG.(MOST DOWNHILL GUARDRAIL POST)

FROM B TO LD53-CD

C-28.7' @ 101 DEG.(CENTER OF POWERPOLE)

FROM C TO LD53-CD

BLDG

LIGHT POLE

METAL GRATE

†" CAPPED REBAR

LD53-DC

B-51.7' @ 93 DEG.(SE CORNER OF BLDG)

FROM B TO LD53-DC

C-49.0' @ 48 DEG.(NE CORNER OF METAL GRATE)

FROM C TO LD53-DC

A-21.0' @ 144 DEG.(CENTER OF LIGHT POLE)

FROM A TO LD53-DC

JUL 26/2017 JUL 26/2017

and pavement. It is inbetween the lightpole and metal grate.

The station is located off the south east corner of the building

317.86

37° 12'10.52272"

89° 02' 32.79310

KY SOUTH SPCS (NAD83-2011)

1973729.033

681721.667

-1° 59' 48.27286"

0.999937255

KY SOUTH SPCS (NAD83-2011)

KY SOUTH SPCS NAD27

N 333285.542

E 1041301.347

KY SOUTH SPCS NAD27

N 333455.942

E 1041528.773

37° 12' 12.28495"

89° 02' 30.05695"

1973899.439

681949.095

-1° 59' 46.61349"

0.999937364

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

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CERTIFIED FINAL

CONTROL POINT DESCRIPTIONS

NTS

NOTE: SEE SHEET V-101 FOR CONTROL POINT LOCATIONS.

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

P R

O J E

C T E

N G

E E

R /A

R C

E C

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

D R

A W

G C

O D

A L E

D A

M B

O L

R E

N S

D E

S C

N A

P P

D A

T E

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

VF401

D O

R S

C H

D O

R S

N T

R O

L P

S C

N S

G R

E E

N W

E L L

UMC

L O

L E D

T R

T O

L M

S T

E D

U P

S T

R E

M M

O O

G C

E L L S

F Y

A U

G U

S T

F E

N T S

A S

B U I

APPENDIX K - FOR REFERENCE ONLY

2Q R

280.8'

MOORING CELLS

EXISTING DOWNSTREAM

CENTERLINE

OLMSTED LOCK

MOORING CELLS

PROPOSED UPSTREAM

LOCK AND DAM 53

STORAGE AREA

SHEET PILE

CENTERLINE

OLMSTED DAM

MOORING CELLS

EXISTING DOWNSTREAM

53-D

53-C

ILLINOIS

KENTUCKY

RM 964

RM 965

FLOW

OHIO RIVER

53-D

53-C

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

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CERTIFIED FINAL

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

P R

O J E

C T E

N G

E E

R /A

R C

E C

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

D R

A W

G C

O D

A L E

D A

M B

O L

R E

N S

D E

S C

N A

P P

D A

T E

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

VA101

D O

R S

C H

B S

A Y

L O

L P

H O

T O

G R

AERIAL PHOTOGRAPH

1" = 700'

L E D

T R

T O

L M

S T

E D

U P

S T

R E

M M

O O

G C

E L L S

F Y

G R

E E

N W

E L L

A U

G U

S T

F E

A S

B U I

APPENDIX K - FOR REFERENCE ONLY

2Q R

3-f t.

ft.

f t.

ft.

5 f t.

ft.

225 ft. 230 ft.

ft.

0 f t.

f t.

235 ft.

ft.

235 ft.

f t.

ft.

240 ft.

245 ft.

ft.

245 ft.

5 f t.

ft.

f t.

250 f t.

250 ft.

ft.

f t.

ft.

0 f t.

f t.

250 ft.

f t.

255 ft.

f t.

ft.

5 f t.

f t.

ft.

255 ft.

ft.

255 ft.

ft.

255 ft.

ft.

255 ft f t.

ft.

255 ft.

255 f

t. 25 ft.

255 ft.

f t.

ft.

f t.

ft.

255 ft ft.

ft.

255 ft.

ft.

255 ft.

f t.

ft.

f t.

ft.

260 ft.

ft.

260 ft.

ft.

f t.

ft.

f t.

ft.

0 f t.

260 ft.

ft.

0 f t.

ft.

260 ft.

ft.

260 ft.

ft.

260 ft.

0 f t.

f t.

260 ft.

f t.

260 ft.

f t.

260 ft. 260 ft.

260 ft.

ft.

260 ft.

f t.

265 ft.

ft.

265 ft.

f t.

ft.

f t.

265 ft.

ft.

265 ft.

ft.

265 ft.

ft.

265 ft.

ft.

270 ft f t.

f t.

270 ft.

ft.

270 ft.

ft.

0 f t.

270 ft.

ft.

0 f t.

ft. 270 ft.

270 ft.

ft.

270 ft.

ft.

f t.

270 ft.

f t.

ft.

270 ft.

ft.

270 ft.

ft.

ft. 270 ft.

270 ft.

275 ft.

ft.

f t.

275 ft.

ft.

275 ft.

f t.

ft.

275 ft.

5 f t.

275 ft.

275 f t.

ft.

275 ft.

ft.

280 ft.

280 f t.

280 ft.

CENTER LINE

OLMSTED LOCK

LOCK & DAM 53N 332,283.24

E 1,040,928.87

N 331,885.66

E 1,040,479.49

N 330,726.08

E 1,039,168.82 N 330,328.51

E 1,038,719.45

B-1 (CELL 4)

B-2 (CELL 3)

B-3 (CELL 2) B-4 (CELL 1)

FLOW

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

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CERTIFIED FINAL

GENERAL SHEET NOTES

LEGEND

CONDITIONS MAY VARY.

SURVEY DATA FROM SEPTEMBER 2016. CURRENT

3. MAPPING DEVELOPED FROM HYDROGRAPHIC

2. THE CONTOUR INTERVAL SHOWN IS 5 FOOT.

1. SEE SHEETS B-201 TO B-202 FOR BORING LOGS.

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

P R

O J E

C T E

N G

E E

R /A

R C

E C

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

D R

A W

G C

O D

A L E

D A

M B

O L

R E

N S

D E

S C

N A

P P

D A

T E

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

B-101

D O

R S

C H

200' 400'0

G L

O C

A T

N P

L A

G O

O D

W Y

BORING LOCATION PLAN

1" = 200'

UMC

L O

L E D

T R

T O

L M

S T

E D

U P

S T

R E

M M

O O

G C

E L L S

F Y

A U

G U

S T

F E

A S

B U I

APPENDIX K - FOR REFERENCE ONLY

2Q R

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

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CERTIFIED FINAL

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

P R

O J E

C T E

N G

E E

R /A

R C

E C

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

D R

A W

G C

O D

A L E

D A

M B

O L

R E

N S

D E

S C

N A

P P

D A

T E

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

B-102

A Y

G O

O D

W Y

L O

L E D

T R

T O

L M

S T

E D

U P

S T

R E

M M

O O

G C

E L L S

F Y

A S

B U I

UNIFIED SOIL CLASSIFICATION

(INCLUDING IDENTIFICATION AND DESCRIPTION)

MAJOR DIVISIONS

GROUP

SYMBOLS

FIELD IDENTIFICATION PROCEDURES

TYPICAL NAMES LABORATORY CLASSIFICATION CRITERIA

C O

A R

S E

G R

A I

L S

M O

T E

R I

A L

R G

E V

Z E

S A

N D

S G

R A

V E

L S

L I

N E

CL-ML

0 10 20 30 40 50 60 70 80 90

P L

A S

T I

C I

A R

LIQUID LIMIT

PLASTICITY CHART

FOR LABORATORY CLASSIFICATION OF FINE-GRAINED SOILS

Z E

E Q

U I

V A

L E

N T

S U

A S

S I

F I

C A

T I

SILTY GRAVELS, GRAVEL-SAND-SILT MIXTURES.

SILTY SANDS, SAND-SILT MIXTURES.

CLAYEY SANDS, AND-CLAY MIXTURES.

WIDE RANGE IN GRAIN SIZES AND SUBSTANTIAL

AMOUNTS OF ALL INTERMEDIATE PARTICLE SIZES.

PREDOMINANTLY ONE SIZE OR A RANGE OF SIZES WITH

SOME INTERMEDIATE SIZES MISSING.

NONPLASTIC FINES OR FINES WITH PLASTICITY

(FOR IDENTIFICATION PROCEDURES SEE ML BELOW).

C = 60 GREATER THAN

C = 30 BETWEEN ONE AND 3

(D )

C D X D 10 60

C = 30 BETWEEN ONE AND 3

(D )

C D X D 10 60

NOT MEETING ALL GRADATION REQUIREMENTS FOR SW

NOT MEETING ALL GRADATION REQUIREMENTS FOR GW

ABOVE ''A'' LINE WITH

PI BETWEEN 4 AND 7

ARE BORDERLINE CASES

REQUIRING USE OF DUAL

SYMBOLS.

A I

S I

R V

D E

N T I

F Y I

A C

T I

E L

D E

N T I

F I

C A

T I

N E

G R

A I

L S

M O

T E

R I

A L

Z E

S I

A Y

S S I

A Y

L I

Q U

M I

T L I

Q U

M I

G R

E A

A N

L E

A N

GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS,

LEAN CLAYS.

INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,

INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS.

PEAT AND OTHER HIGHLY ORGANIC SOILS.

IDENTIFICATION PROCEDURES

ON FRACTION SMALLER THAN NO. 40 SIEVE SIZE.

DRY STRENGTH

(CRUSHING

CHARACTERISTICS)

DILATANCY

(REACTION

TO SHAKING)

NONE TO SLIGHT QUICK TO SLOW NONE

MEDIUM TO HIGH MEDIUM

SLOW SLIGHT

SLOW TO NONE

MEDIUM TO HIGH

NONE HIGH

CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES.

WELL-GRADED GRAVELS, GRAVEL-SAND MIXTURES,

LITTLE OF NO FINES.

POORLY-GRADED GRAVELS, GRAVEL-SAND MIXTURES,

LITTLE OR NO FINES.

WELL-GRADED SANDS, GRAVELLY SANDS, LITTLE OR

NO FINES.

POORLY-GRADED SANDS,GRAVELLY SANDS, LITTLE OR

NO FINES.

Z E

A L

L E

R T I

S I

1 2 3 4 5

HIGHLY ORGANIC SOILS

TION'' THIS SHEET INDICATING MEANS BY WHICH THE BORINGS WERE ADVANCED.

WATER ELEVATIONS INDICATED ( V ) IN CORE (C), STANDARD PENETRATION (SPT),

FISHTAIL (F), DENISON (U) AND WASH (W) BORINGS MAY HAVE BEEN INFLUENCED

BY DRILLING OPERATIONS AND SHOULD NOT BE CONSTRUED AS INDICATING THE

GROUND WATER LEVELS WILL VARY IN ACCORDANCE WITH RAINFALL AND STREAM

STAGES, THEREFORE, ACTUAL LEVEL OF GROUND WATER ON ANY DATE OTHER THAN

THAT SHOWN ON THE LOGS MUST BE DETERMINED BY SEPARATE OBSERVATIONS.

THE OMISSION OF GROUND WATER ELEVATIONS SHALL NOT NECESSARILY BE

CONSTRUED AS INDICATING THE ABSENCE OF GROUND WATER AT A PARTICULAR

BORING LOCATION.

WHEREVER THE METHOD OF EXPLORATION PRECLUDED THE POSSIBILITY OF

RECOVERING SAMPLES ABOVE ROCK, SUITABLE FOR EXAMINATION OR TESTS, THE

MATERIAL IS DENOTED AS OVERBURDEN.

ON THE LOGS WERE DETERMINED IN THE FIELD AND LATER SUPPLEMENTED BY

ANALYSIS MADE BY THE DISTRICT GEOLOGIST AND THE LABORATORY TECHNICANS.

FIELD BOOKS, FIELD LOGS, LABORATORY LOGS (PRESENTING THE RESULTS OF

LABORATORY TESTS FOR SHEAR, CONSOLIDATION, PERMEABILITY, ETC, WHEN

PERFORMED) AND EDITED LOGS MAY BE VIEWED IN THE OFFICE OF THE DISTRICT

TO AVAIL HIMSELF OF THE INFORMATION REPRESENTED BY THE BORING LOGS,

ENGINEER. U.S. ARMY ENGINEER DISTRICT, LOUISVILLE, CORPS OF ENGINEERS,

INCLUDING LABORATORY TEST RESULTS, SHALL NOT BE GROUNDS FOR A CLAIM

THAT THE GOVERNMENT WITHELD INFORMATION ON SUBSURFACE CONDITIONS.

6 .

GENERAL NOTES

T = TOP SOIL

= FILL

OB = OVERBURDEN (SEE GENERAL NOTE 4)

SS = SANDSTONE

SH = SHALE

SLS = SILTSTONE

LS = LIMESTONE

CO = COAL

UC = UNDERCLAY

IC = INDURATED CLAY

DOL = DOLOMITE

CON = CONGLOMERATE

OTZ = QUARTZ

DK = DARK

SL = SLIGHTLY

MOD = MODERATELY

MED = MEDIUM

WP = WELL POINT

W/ = WITH

GR = GRAIN

OCC = OCCASIONAL

(W) = WEATHERED

BD = BEDDED OR BEDS

INTBD = INTERBEDDED

LAM = LAMINAE

XLYN = CRYSTALLINE

ARGIL = ARGILLACEOUS

V = VERY

BLK = BLACK

BR = BROWN

GRY = GRAY

BLU = BLUE

YEL = YELLOW

MICA = MICACEOUS

STY = STYLOLITIC

B/P = BEDDING PLANE

F/W = FREE WATER

H/A = HIGH ANGLE

CAL = CALCAREOUS

CARBO = CARBONACEOUS

FREQ = FREQUENT

FOS = FOSSILIFEROUS

FRAG = FRAGMENTS

X=BD = CROSSBEDDING

= SHEAR PLANE

V/J

JT = JOINT

SOL = SOLUTION

DIAG = DIAGONAL

ALT = ALTERNATING

VERT = VERTICAL

HOR = HORIZONTAL

FRAC = FRACTURE

PIEZ = PIEZOMETER

= X=RAY DIFFRACTION ANALYSIS

(SEE GENERAL NOTE 11)

LEGEND

TERMS FOR HARDNESS OF BEDROCK

VERY SOFT OR PLASTIC- CAN BE INDENTED EASILY

SOFT- CAN BE SCRATCHED WITH FINGERNAIL.

WITH THUMB.

HARD- DIFFICULT TO SCRATCH WITH KNIFE.

WEATHERING

MATERIAL CAN BE REMOVED

BY HAND TOOLS.

MODERATE WEATHERING - MATERIAL MAY BE OXIDIZED BUT

MOST PHYSICAL CHARACTERISTIC

REMAIN. OCCASIONAL BLOCKS MAY

BE REMOVED WITH HAND TOOLS.

- LOSS OF ROCK COHERANCE,

3 INCHES TO 8 INCHES

3/4 INCH TO 3 INCH

0.4 MM TO 2 MM

0.075 MM TO 0.4 MM

I/4 INCH TO INCH3 4/

2 MM TO 1 4 INC/ H

SIZE

8 INCHES

THE TERM ''LOST WATER'' AS SHOWN ON THE LOGS INDICATES A QUANTITY OF

DRILLING WATER LOST IN THE DRILL HOLE.

INDICATED ON GRAPHIC LOGS.

CORE HOLES WERE COMPLETED BY AN NXM OR NQ WIRE LINE SIZE CORE BARREL

WITH DIAMOND BIT, UNLESS OTHERWISE INDICATED ON THE GRAPHIC LOG.

DOUBLE ASTERISK.

OPTIMUM MOISTURE WAS OBTAINED BY STANDARD PROCTOR OR CE 55 COMPACTION

METHOD 100; RESPECTIVELY, AS NOTED ON BORING LOG.

DC-10

7-26-56

=BORING NO. & DATE MADE

PARTING 0.02

BAND 0.02'-0.2

THIN BED 0.2'-0.5

MEDIUM BED 0.5'-1.0'

THICK BED 1.0'-3.0

MASSIVE 3.0'

VEL

= SEISMIC

POWER AUGER

= CORE BORING

= DRIVE SAMPLER

= FISHTAIL

= UNDISTURBED DENSION

= WASH BORING

= TRENCH

= TEST PIT

= ROCK BIT

= PROBE ROD

METHODS OF EXPLORATION

FEDERAL OFFICE BUILDING, LOUVILLE, KY..FAILURE OF THE CONTRACTOR

DRIVE SAMPLES WERE TAKEN WITH A 1 3/8'' I.D.-2'' O.D. X 2'-8'' SPLIT

RQD = ROCK QUALITY DESIGNATION

= VERTICAL JOINT

OR FILLED)

15. GENERAL NOTES 5 AND 6 MAY NOT BE APPLICABLE WHEN EXPLORATION AND TESTING

IS PERFORMED BY OTHERS.

OB/P = OPEN BEDDING PLANE

REFUSAL IS DEFINED AS THE POINT BEYOND WHICH FURTHER PENETRATION WAS

TRUE GROUND WATER LEVEL.

IMPRACTICAL WITH THE EXPLORATION METHOD USED. SEE ''METHODS OF EXPLORA-

CLASSIFICATIONS AND PHYSICAL CHARACTERISTICS OF SOIL AND ROCK AS SHOWN

''X-RAY DIFFRACTION ANALYSIS'' PERFORMED ON SAMPLES DENOTED BY

TESTS IN ACCORDANCE WITH EM 1110-2-1906, APP. VI OR MIL. STD. 621 A

S = UNDISTURBED SHELBY TUBE

A = AUGER

F = FISHTAIL

U = UNDISTURBED DENISON

CU = UNDISTURBED CUBE

C = CORE

SAMPLE TYPE

NOD = NODULES

TRACE 1 TO 10%

LENSE 10 MM TO 50 MM

OCCASIONAL 11 TO 35%

LAMINAE 0 TO 10 MM

AND 36 TO 50%

BAND

LAYER

50 MM TO 2.5 INCH

2.5 INCH TO 6 INCH+

= SHELBY TUBE OR PISTON SAMPLER

HA = HAND AUGER

DS = DRIVE SAMPLE (STANDARD PENETRATION TEST)

RETAINES

TERMS FOR THICKNESS OF ROCK BEDDING

SOIL DESCRIPTIVE TERMS

GRN = GREEN

NUM

TRACE

HARD CMTD

MOT

CEMENTED

MOTTLED

BOH

TOR

BOTTOM OF HOLE

TOP OF ROCK

STAIN, STAINEDST

ANG

RND

ANGULAR

ROUNDED

NUMEROUS

MED = MEDIUM

NUM

TRACE

HARD

NUMEROUSNUMEROUS

VIS

WOR = WEIGHT OF RODS

WEIGHT OF HAMMERWOH

WEIGHT

VISCOSITY (MARSH)

J = JAR

BX = BOX (CORE)

CORRELATION OF PENETRATION RESISTANCE (ASTM D 1586) WITH

RELATIVE DENSITY AND CONSISTENCY

PENETRATION RESISTANCE,N

Blows per foot

5 - 10

0 - 4

PENETRATION RESISTANCE,NRELATIVE DENSITY

Very Loose

Loose

Med Dense

Dense

Very Dense Over 50

3 - 4

Very Soft

Med Stiff

Stiff

Very Stiff

Blows per foot

0 - 2 Very Soft

SILTS AND 5 - 8

31+

Soft

Hard

CLAYS 9 - 15

16 - 30

GRAVELS 31 - 50

SANDS AND 11 - 30

AND BASING FRACTIONS ON ESTIMATED WEIGHTS)

(EXCLUDING PARTICLES LARGER THAN 3 INCHES

A L

Z E

M O

A R

A C

T I

O N

R G

Z E

M O

A R

A C

T I

O N

WITH INCREASING PLASTICITY INDEX

TOUGHNESS AND DRY STRENGTH INCREASE

COMPARING SOILS AT EQUAL LIQUID LIMIT

A M

O U

N E

P P

R E

C I

A B

L E

S A

N E

L I

T T

C L

N D

A M

O U

N E

P P

R E

C I

A B

L E

G R

A V

N E

F I

N E

L I

T T

C L

A V

E L

(FOR IDENTIFICATION PROCEDURES SEE ML BELOW)

NONPLASTIC FINES OF FINES WITH LOW PLASTICITY

SEE CL BELOW).

PLASTIC FINES (FOR IDENTIFICATION PROCEDURES

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

SEE CL BELOW).

PLASTIC FINES (FOR IDENTIFICATION PROCEDURES S

A R

S E

G R

A I

A S

S I

F I

L L

O W

D E

P E

N D I

R C

E N

T A

N E

F R

A C

T I

A L

D E

T E

R M I

R C

E N

T A

A V

A I

S I

R V

N O

A N

L E

A N

N B

O L

B O

R D

E R

L I

Q U I

R I

N G

WITH PI LESS THAN 4

ATTERBERG LIMITS BELOW ''A'' LINE

WITH PI LESS THAN 4

ATTERBERG LIMITS BELOW ''A'' LINE

WITH PI GREATER THAN 7

ATTERBERG LIMITS ABOVE ''A'' LINE

WITH PI GREATER THAN 7

ATTERBERG LIMITS ABOVE ''A'' LINE

SYMBOLS.

REQUIRING USE OF DUAL

ARE BORDERLINE CASES

PI BETWEEN 4 AND 7

HTCHED ZONE WITH

LIMITS PLOTTING IN

CLAYEY SILTS WITH SLIGHT PLASTICITY.

FLOUR, SILTY OR CLAYEY FINE SANDS OR

INORGANIC SILTS AND VERY FINE SANDS,ROCK

PLASTICITY.

ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW

FINE SANDY OR SILTY SOILS, ELASTIC SILTS.

INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS

ORGANIC SILTS.

ORGANIC CLAYS OF MEDIUM TO HIGH PLASITICITY,

NEAR PL)

(CONSISTENCY

TOUGHNESS

SLOW

NONE TO VERY

MEDIUM

SLIGHT TO

MEDIUM

SLIGHT TO

MEDIUM

SLIGHT TO

MEDIUM

SLIGHT TO

HIGH

HIGH TO VERY

SLOW

NONE TO VERY

LT = LIGHT

GRAV = GRAVEL OR GRAVELLY

KNIFE; CANNOT BE SCRATCHED WITH FINGERNAIL.

MODERATELY HARD- CAN BE SCRATCHED EASILY WITH

VERY HARD- CANNOT BE SCRATCHED WITH KNIFE.

SEVERE WEATHERING

SLIGHT WEATHERING

ALONG JOINTS AND BEDDING.

VARIOUS DEGREES OF WEATHERING

- MATERIAL GENERALLY FRESH, WITH

FINE SAND

MEDIUM SAND

COARSE SAND

FINE GRAVEL

COARSE GRAVEL

COBBLE

BOULDER

CONTENT OF MATERIAL ON DATE MADE.

WATER CONTENT (WC) AS SHOWN ON GRAPHIC LOG REPRESENTS THE MOISTURE

TIME OF DRILLING. THE ELEVATION MAY HAVE CHANGED SINCE THAT TIME.

TOP OF GROUND SHOWN ON THE GRAPHIC LOGS IS THE ELEVATION AT THE

METHOD OF EXPLORATION FOR EXAMPLE: DC=DRIVE SAMPLER AND CORE BORING.

THE LETTER DESIGNATION USED BEFORE BORING NUMBER INDICATES THE

= CAVITY (OPEN

STRUCTURE

SOME EVIDENCE OF ROCK

AND FREQUENTLY BY FIBROUS TEXTURE.

READILY IDENTIFIED BY COLOR, ODOR, SPONGY FEEL

APPENDIX K - FOR REFERENCE ONLY

2Q R

(CELL #4) (CELL #4)

Barge drill deck

Water302.4

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

G. Thompson

N/A

86.5'

SHEET 1B-1 OF 4

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

1/6/17

STARTED

15. DATE HOLE

16. INSPECTOR

M. Pritt

305.2'

NGVD 29

1/6/17

Stantec

N/A

Olmsted Upstream Mooring Cells

N: 330328.51 E: 1038719.45

4.25" ID Hollow Stem Auger (Auto Hammer)

S A

M P

L E T

Y P

D E

P T

H S

C A

L E

M O

T U

R E

CLASSIFICATION

OF MATERIALS

R Q

ELEVATION

B L

O W

S -I

N C

U S

C S C

L A

S S

L E

G E

N D

P E

N E

T R

O M

E T

E R

(T S

R E

C O

V E

R Y

S A

M P

L E

REMARKS

B-1

PROJECT: Olmsted Upstream Mooring CellsLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID

HOLE NO.

(continued)Water

258.7 ML

Hole No. B-1

4 SHEETS

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 305.2

1. PROJECT Olmsted Upstream Mooring Cells

SHEET

S A

M P

L E T

Y P

D E

P T

H S

C A

L E

M O

T U

R E

CLASSIFICATION

OF MATERIALS

R Q

ELEVATION

B L

O W

S -I

N C

U S

C S C

L A

S S

L E

G E

N D

P E

N E

T R

O M

E T

E R

(T S

R E

C O

V E

R Y

S A

M P

L E

REMARKS

B-1

PROJECT: Olmsted Upstream Mooring CellsLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID

HOLE NO.

Sandy SILT (ML), gray, very soft

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

KIE

M-

0.2 .1

LRL_Screen.dscriptLRL_pdf.pltcfg1:07:50 PM 4/5/2019

...\112574-B-201xxx.dgn

R 2

CERTIFIED FINAL

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

P R

O J E

C T E

N G

E E

R /A

R C

E C

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

D R

A W

G C

O D

A L E

D A

M B

O L

R E

N S

D E

S C

N A

P P

D A

T E

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

B-201

G O

O D

W Y

N T S

H A

T O

BORING LOGS B-1 SHEET 1 OF 2

NTS

S H

E E

T O

UMC

L O

L E D

T R

T O

L M

S T

E D

U P

S T

R E

M M

O O

G C

E L L S

F Y

B O

G L

O G

S B -1

A S

B U I

APPENDIX K - FOR REFERENCE ONLY

2Q R

(CELL #4) (CELL #4)

20.2

250.2

240.2

WOH

% passing #200 = 16.2%

Wood fragments

Hole No. B-1

4 SHEETS

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 305.2

1. PROJECT Olmsted Upstream Mooring Cells

SHEET

S A

M P

L E T

Y P

D E

P T

H S

C A

L E

M O

T U

R E

CLASSIFICATION

OF MATERIALS

R Q

ELEVATION

B L

O W

S -I

N C

U S

C S C

L A

S S

L E

G E

N D

P E

N E

T R

O M

E T

E R

(T S

R E

C O

V E

R Y

S A

M P

L E

REMARKS

B-1

PROJECT: Olmsted Upstream Mooring CellsLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID

HOLE NO.

End of boring at 218.7 feet.

225.2

218.7

Weight of Hammer (WOH) - A weight of hammer event occurs during standard penetration testing when the hammeer and drill string (drilling rod & split spoon sampler) are allowed to rest on the bottom of the borehole and they sink under their own weight.

No refusal

Bottom of hole at 86.5 feet.

Hole No. B-1

4 SHEETS

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 305.2

1. PROJECT Olmsted Upstream Mooring Cells

SHEET

S A

M P

L E T

Y P

D E

P T

H S

C A

L E

M O

T U

R E

CLASSIFICATION

OF MATERIALS

R Q

ELEVATION

B L

O W

S -I

N C

U S

C S C

L A

S S

L E

G E

N D

P E

N E

T R

O M

E T

E R

(T S

R E

C O

V E

R Y

S A

M P

L E

REMARKS

B-1

PROJECT: Olmsted Upstream Mooring CellsLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID

HOLE NO.

(continued)Sandy SILT (ML), gray, very soft

Silty SAND (SM), gray and brown fine grained sand, medium dense

Sandy SILT (ML), gray, trace clay, very stiff

1.5

34.0 1.5

1.5

(continued)Sandy SILT (ML), gray, trace clay, very stiff

Sandy SILT (ML), gray, fine grained sand, hard

1.5

1.4

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

KIE

M-

0.2 .1

LRL_Screen.dscriptLRL_pdf.pltcfg1:07:51 PM 4/5/2019

...\112574-B-202xxx.dgn

R 2

CERTIFIED FINAL

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

P R

O J E

C T E

N G

E E

R /A

R C

E C

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

D R

A W

G C

O D

A L E

D A

M B

O L

R E

N S

D E

S C

N A

P P

D A

T E

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

BORING LOGS B-1 SHEET 2 OF 2

NTS B-202

G O

O D

W Y

N T S

H A

T O

S H

E E

T O

UMC

L O

L E D

T R

T O

L M

S T

E D

U P

S T

R E

M M

O O

G C

E L L S

F Y

B O

G L

O G

S B -3 B -4

A S

B U I

APPENDIX K - FOR REFERENCE ONLY

2Q R

(CELL #3)

Barge drill deck

Water302.4

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

G. Thompson

N/A

81.5'

SHEET 1B-2 OF 4

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

1/6/17

STARTED

15. DATE HOLE

16. INSPECTOR

M. Pritt

305.2'

NGVD 29

1/6/17

Stantec

N/A

Olmsted Upstream Mooring Cells

N: 330726.08 E: 1039168.82

4.25" ID Hollow Stem Auger (Auto Hammer)

S A

M P

L E T

Y P

D E

P T

H S

C A

L E

M O

T U

R E

CLASSIFICATION

OF MATERIALS

R Q

ELEVATION

B L

O W

S -I

N C

U S

C S C

L A

S S

L E

G E

N D

P E

N E

T R

O M

E T

E R

(T S

R E

C O

V E

R Y

S A

M P

L E

REMARKS

B-2

PROJECT: Olmsted Upstream Mooring CellsLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID

HOLE NO.

41.3

(continued)Water

266.2

% Passing #200 = 69.0%

Hole No. B-2

4 SHEETS

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 305.2

1. PROJECT Olmsted Upstream Mooring Cells

SHEET

S A

M P

L E T

Y P

D E

P T

H S

C A

L E

M O

T U

R E

CLASSIFICATION

OF MATERIALS

R Q

ELEVATION

B L

O W

S -I

N C

U S

C S C

L A

S S

L E

G E

N D

P E

N E

T R

O M

E T

E R

(T S

R E

C O

V E

R Y

S A

M P

L E

REMARKS

B-2

PROJECT: Olmsted Upstream Mooring CellsLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID

HOLE NO.

1.5

Sandy SILT (ML), gray, fine grained sand, soft to medium stiff

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

KIE

M-

0.2 .1

LRL_Screen.dscriptLRL_pdf.pltcfg1:07:53 PM 4/5/2019

...\112574-B-203xxxdgn.dgn

R 2

CERTIFIED FINAL

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

P R

O J E

C T E

N G

E E

R /A

R C

E C

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

D R

A W

G C

O D

A L E

D A

M B

O L

R E

N S

D E

S C

N A

P P

D A

T E

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

BORING LOGS B-2 SHEET 1 OF 2

NTS

B-203

G O

O D

W Y

N T S

H A

T O

S H

E E

T O

B O

G L

O G

S B -2

UMC

L O

L E D

T R

T O

L M

S T

E D

U P

S T

R E

M M

O O

G C

E L L S

F Y

A S

B U I

APPENDIX K - FOR REFERENCE ONLY

2Q R

(CELL #3) (CELL #3)

255.2

250.2

P E

N E

T R

O M

E T

E R

(T S

R E

C O

V E

R Y

S A

M P

L E

REMARKS

B-2

PROJECT: Olmsted Upstream Mooring CellsLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID

HOLE NO.

Wood Fragments

Hole No. B-2

4 SHEETS

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 305.2

1. PROJECT Olmsted Upstream Mooring Cells

SHEET

S A

M P

L E T

Y P

D E

P T

H S

C A

L E

M O

T U

R E

CLASSIFICATION

OF MATERIALS

R Q

ELEVATION

B L

O W

S -I

N C

U S

C S C

L A

S S

L E

G E

N D

(continued)

End of boring at 223.7 feet.

225.2

223.7

Hole No. B-2

4 SHEETS

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 305.2

1. PROJECT Olmsted Upstream Mooring Cells

SHEET

S A

M P

L E T

Y P

D E

P T

H S

C A

L E

M O

T U

R E

CLASSIFICATION

OF MATERIALS

R Q

ELEVATION

B L

O W

S -I

N C

U S

C S C

L A

S S

L E

G E

N D

No refusal

Bottom of hole at 81.5 feet.

P E

N E

T R

O M

E T

E R

(T S

R E

C O

V E

R Y

S A

M P

L E

REMARKS

B-2

PROJECT: Olmsted Upstream Mooring CellsLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID

HOLE NO.

Sandy SILT (ML), gray, fine grained sand, soft to medium stiff

(continued)

Silty CLAY (CL), gray, trace sand, medium stiff

Silty SAND (SM), gray, fine grained sand, brown layer at 65', dense

Sandy SILT (ML), gray, fine grained sand, hard

1.5

30.0

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

KIE

M-

0.2 .1

LRL_Screen.dscriptLRL_pdf.pltcfg1:07:54 PM 4/5/2019

...\112574-B-204xxx.dgn

R 2

CERTIFIED FINAL

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

P R

O J E

C T E

N G

E E

R /A

R C

E C

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

D R

A W

G C

O D

A L E

D A

M B

O L

R E

N S

D E

S C

N A

P P

D A

T E

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

BORING LOGS B-2 SHEET 2 OF 2

NTS

G O

O D

W Y

N T S

H A

T O

S H

E E

T O

B O

G L

O G

-2

B-204

L O

L E D

T R

T O

L M

S T

E D

U P

S T

R E

M M

O O

G C

E L L S

F Y

A S

B U I

APPENDIX K - FOR REFERENCE ONLY

2Q R

(CELL #2) (CELL #2)

24.3

(continued)Water

265.9

260.4

% Passing #200 = 44.3%

Hole No. B-3

4 SHEETS

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 305.4

1. PROJECT Olmsted Upstream Mooring Cells

SHEET

S A

M P

L E T

Y P

D E

P T

H S

C A

L E

M O

T U

R E

CLASSIFICATION

OF MATERIALS

R Q

ELEVATION

B L

O W

S -I

N C

U S

C S C

L A

S S

L E

G E

N D

P E

N E

T R

O M

E T

E R

(T S

R E

C O

V E

R Y

S A

M P

L E

REMARKS

B-3

PROJECT: Olmsted Upstream Mooring CellsLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID

HOLE NO.

Barge drill deck

Water302.6

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

G. Thompson

N/A

80.9'

SHEET 1B-3 OF 4

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

1/5/17

STARTED

15. DATE HOLE

16. INSPECTOR

M. Pritt

305.4'

NGVD 29

1/5/17

Stantec

N/A

Olmsted Upstream Mooring Cells

N: 331885.66 E: 1040479.49

4.25" ID Hollow Stem Auger (Auto Hammer)

S A

M P

L E T

Y P

D E

P T

H S

C A

L E

M O

T U

R E

CLASSIFICATION

OF MATERIALS

R Q

ELEVATION

B L

O W

S -I

N C

U S

C S C

L A

S S

L E

G E

N D

P E

N E

T R

O M

E T

E R

(T S

R E

C O

V E

R Y

S A

M P

L E

REMARKS

B-3

PROJECT: Olmsted Upstream Mooring CellsLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID

HOLE NO.

Poorly Graded SAND (SP), gravel, brown, coarse grained sand, loose

Sandy SILT (ML), gray, fine grained sand, stiff to hard

1.5

1.5 B

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

KIE

M-

0.2 .1

LRL_Screen.dscriptLRL_pdf.pltcfg1:07:55 PM 4/5/2019

...\112574-B-205xxx.dgn

R 2

CERTIFIED FINAL

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

P R

O J E

C T E

N G

E E

R /A

R C

E C

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

D R

A W

G C

O D

A L E

D A

M B

O L

R E

N S

D E

S C

N A

P P

D A

T E

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

BORING LOGS B-3 SHEET 1 OF 2

NTS

G O

O D

W Y

N T S

H A

T O

S H

E E

T O

B O

G L

O G

-3

B-205

L O

L E D

T R

T O

L M

S T

E D

U P

S T

R E

M M

O O

G C

E L L S

F Y

A S

B U I

APPENDIX K - FOR REFERENCE ONLY

2Q R

(CELL #2) (CELL #2)

26.7

Hole No. B-3

4 SHEETS

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 305.4

1. PROJECT Olmsted Upstream Mooring Cells

SHEET

S A

M P

L E T

Y P

D E

P T

H S

C A

L E

M O

T U

R E

CLASSIFICATION

OF MATERIALS

R Q

ELEVATION

B L

O W

S -I

N C

U S

C S C

L A

S S

L E

G E

N D

P E

N E

T R

O M

E T

E R

(T S

R E

C O

V E

R Y

S A

M P

L E

REMARKS

B-3

PROJECT: Olmsted Upstream Mooring CellsLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID

HOLE NO.

End of boring at 224.5 feet.224.5

50/5"

No refusal

Bottom of hole at 80.9 feet.

Hole No. B-3

4 SHEETS

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 305.4

1. PROJECT Olmsted Upstream Mooring Cells

SHEET

S A

M P

L E T

Y P

D E

P T

H S

C A

L E

M O

T U

R E

CLASSIFICATION

OF MATERIALS

R Q

ELEVATION

B L

O W

S -I

N C

U S

C S C

L A

S S

L E

G E

N D

P E

N E

T R

O M

E T

E R

(T S

R E

C O

V E

R Y

S A

M P

L E

REMARKS

B-3

PROJECT: Olmsted Upstream Mooring CellsLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID

HOLE NO.

1.5

0.9

(continued)Sandy SILT (ML), gray, fine grained sand, stiff to hard (continued)Sandy SILT (ML), gray, fine grained sand, stiff to hard

1001.5

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

KIE

M-

0.2 .1

LRL_Screen.dscriptLRL_pdf.pltcfg1:07:56 PM 4/5/2019

...\112574-B-206xxx.dgn

R 2

CERTIFIED FINAL

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

P R

O J E

C T E

N G

E E

R /A

R C

E C

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

D R

A W

G C

O D

A L E

D A

M B

O L

R E

N S

D E

S C

N A

P P

D A

T E

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

BORING LOGS B-3 SHEET 2 OF 2

NTS

G O

O D

W Y

N T S

H A

T O

S H

E E

T O

B O

G L

O G

-3

B-206

L O

L E D

T R

T O

L M

S T

E D

U P

S T

R E

M M

O O

G C

E L L S

F Y

A S

B U I

APPENDIX K - FOR REFERENCE ONLY

2Q R

(CELL #1) (CELL #1)

Barge drill deck

Water302.6

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

G. Thompson

N/A

81.4'

SHEET 1B-4 OF 4

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

1/5/17

STARTED

15. DATE HOLE

16. INSPECTOR

M. Pritt

305.4'

NGVD 29

1/5/17

Stantec

N/A

Olmsted Upstream Mooring Cells

N: 332283.24 E: 1040928.87

4.25" ID Hollow Stem Auger (Auto Hammer)

S A

M P

L E T

Y P

D E

P T

H S

C A

L E

M O

T U

R E

CLASSIFICATION

OF MATERIALS

R Q

ELEVATION

B L

O W

S -I

N C

U S

C S C

L A

S S

L E

G E

N D

P E

N E

T R

O M

E T

E R

(T S

R E

C O

V E

R Y

S A

M P

L E

REMARKS

B-4

PROJECT: Olmsted Upstream Mooring CellsLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID

HOLE NO.

(continued)Water

262.4

260.4

Hole No. B-4

4 SHEETS

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 305.4

1. PROJECT Olmsted Upstream Mooring Cells

SHEET

S A

M P

L E T

Y P

D E

P T

H S

C A

L E

M O

T U

R E

CLASSIFICATION

OF MATERIALS

R Q

ELEVATION

B L

O W

S -I

N C

U S

C S C

L A

S S

L E

G E

N D

P E

N E

T R

O M

E T

E R

(T S

R E

C O

V E

R Y

S A

M P

L E

REMARKS

B-4

PROJECT: Olmsted Upstream Mooring CellsLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID

HOLE NO.

Silty SAND (SM), gray, coarse grained sand

Sandy SILT (ML), gray, fine grained sand, medium stiff

1.5 B

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

KIE

M-

0.2 .1

LRL_Screen.dscriptLRL_pdf.pltcfg1:07:57 PM 4/5/2019

...\112574-B-207xxx.dgn

R 2

CERTIFIED FINAL

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

P R

O J E

C T E

N G

E E

R /A

R C

E C

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

D R

A W

G C

O D

A L E

D A

M B

O L

R E

N S

D E

S C

N A

P P

D A

T E

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

BORING LOGS B-4 SHEET 1 OF 2

NTS

G O

O D

W Y

H A

T O

S H

E E

T O

B O

G L

O G

-4

B-207

L E D

T R

T O

L M

S T

E D

U P

S T

R E

M M

O O

G C

E L L S

F Y

A S

B U I

APPENDIX K - FOR REFERENCE ONLY

2Q R

(CELL #1) (CELL #1)

23.9

255.4

250.4

235.4

% Passing #200 = 9.8%

Hole No. B-4

4 SHEETS

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 305.4

1. PROJECT Olmsted Upstream Mooring Cells

SHEET

S A

M P

L E T

Y P

D E

P T

H S

C A

L E

M O

T U

R E

CLASSIFICATION

OF MATERIALS

R Q

ELEVATION

B L

O W

S -I

N C

U S

C S C

L A

S S

L E

G E

N D

P E

N E

T R

O M

E T

E R

(T S

R E

C O

V E

R Y

S A

M P

L E

REMARKS

B-4

PROJECT: Olmsted Upstream Mooring CellsLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID

HOLE NO.

(continued)

End of boring at 224 feet.224.0

50/5"

No refusal

Bottom of hole at 81.4 feet.

Hole No. B-4

4 SHEETS

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 305.4

1. PROJECT Olmsted Upstream Mooring Cells

SHEET

S A

M P

L E T

Y P

D E

P T

H S

C A

L E

M O

T U

R E

CLASSIFICATION

OF MATERIALS

R Q

ELEVATION

B L

O W

S -I

N C

U S

C S C

L A

S S

L E

G E

N D

P E

N E

T R

O M

E T

E R

(T S

R E

C O

V E

R Y

S A

M P

L E

REMARKS

B-4

PROJECT: Olmsted Upstream Mooring CellsLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID

HOLE NO.

24.0

(continued)Sandy SILT (ML), gray, fine grained sand, medium stiff

Silty SAND (SM), gray, coarse grained sand, loose

Sandy SILT (ML), gray, fine grained sand, stiff

Silty SAND (SM), gray, fine grained sand, medium dense to very dense

1.5

1.4

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

KIE

M-

0.2 .1

LRL_Screen.dscriptLRL_pdf.pltcfg1:07:58 PM 4/5/2019

...\112574-B-208xxx.dgn

R 2

CERTIFIED FINAL

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

P R

O J E

C T E

N G

E E

R /A

R C

E C

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

D R

A W

G C

O D

A L E

D A

M B

O L

R E

N S

D E

S C

N A

P P

D A

T E

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

BORING LOGS B-4 SHEET 2 OF 2

NTS

G O

O D

W Y

H A

T O

S H

E E

T O

B O

G L

O G

-4

B-208

T S

UMC

L O

L E D

T R

T O

L M

S T

E D

U P

S T

R E

M M

O O

G C

E L L S

F Y

A S

B U I

APPENDIX K - FOR REFERENCE ONLY

2Q R

-R

S -1

O F F S

E T F

BOREHOLE ID AND OFFSET

USCS SYMBOLGM

GP-GM

152 BOREHOLE DEPTH

BEDROCK

B -1

LEGEND

MATERIALS

WATER

81.5 81.480.9

86.5

WATER WATER WATER

LOG

MATERIAL

B -2

B -3

B -4

E L E

V A

N F

T ) E

L E

V A

N (F

SILTY CLAY (CL)

SANDY SILT (ML)

SILTY SAND (SM)

POORLY GRADED SAND (SP)

WATER

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

KIE

M-

0.2 .1

LRL_Screen.dscriptLRL_pdf.pltcfg1:07:59 PM 4/5/2019

...\112574-B-301xxx.dgn

R 2

CERTIFIED FINAL

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

P R

O J E

C T E

N G

E E

R /A

R C

E C

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

D R

A W

G C

O D

A L E

D A

M B

O L

R E

N S

D E

S C

N A

P P

D A

T E

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

B-301

G O

O D

W Y

N T S

H A

T O

B O

G S

T R

A T

U M

G R

A M

BORING STRATUM DIAGRAM

NTS

UMC

L O

L E D

T R

T O

L M

S T

E D

U P

S T

R E

M M

O O

G C

E L L S

F Y

A S

B U I

APPENDIX K - FOR REFERENCE ONLY

2Q R

22+00.00

23+00.00

24+00.00

25+00.00

26+00.00

27+00.00

28+00.00

29+00.00

30+00.00

31+00.00

32+00.00

33+00.00

34+00.00

35+00.00

36+00.00

37+00.00

38+00.00

39+00.00

021+00.0

NMD-1

NMD-2

NMD-3

NMD-4

NMD-5

NMD-6

NMD-7

NMD-8

NMD-9

NMD-10

NMD-11

NMD-12

NMD-13

NMD-14

NMD-15

NMD-16

NMD-17

NMD-18

NMD-19

NMD-20

NMD-21

NMD-22

NMD-23

NMD-24

NMD-25

NMD-26

NMD-27

NMD-28

NMD-29

NMD-30

NMD-31

NMD-32

NMD-33

NMD-34

NMD-35

NMD-36

NMD-37

NMD-38

NMD-39

NMD-40

NMD-41

NMD-42

NMD-43

NMD-44

NMD-45

NMD-46

NMD-47

NMD-48

NMD-49

NMD-50

NMD-51

NMD-52

NMD-53

NMD-54

NMD-55

NMD-56

NMD-57

NMD-58

NMD-59

NMD-60

NMD-61

NMD-62

NMD-63

NMD-64

NMD-65

NMD-66

NMD-67

NMD-68

NMD-69

NMD-70

NMD-71

NMD-72

NMD-73

NMD-74

NMD-75

NMD-76

NMD-77

NMD-78

NMD-79

NMD-80

NMD-81

NMD-82

NMD-83

NMD-84

NMD-85

NMD-86

NMD-87

NMD-88

NMD-89

NMD-90

NMD-91

NMD-92

NMD-93

NMD-94

NMD-95

NMD-96

NMD-97

NMD-98

NMD-99

NMD-100

NMD-101

NMD-102

NMD-103

NMD-104

NMD-105

NMD-106

NMD-107

NMD-108

NMD-109

NMD-110

NMD-111

NMD-112

NMD-113

NMD-114

NMD-115

NMD-116

NMD-117

NMD-118

NMD-119

NMD-120

NMD-121

NMD-122

NMD-123

NMD-124

NMD-125

NMD-126

NMD-127

NMD-128

NMD-129

NMD-130

NMD-131

NMD-132

NMD-133

NMD-134

NMD-135

NMD-136

NMD-137

NMD-138

NMD-139

NMD-140

NMD-141

NMD-142

NMD-143

NMR-1NMR-2NMR-3NMR-4NMR-5NMR-6NMR-7NMR-8NMR-9NMR-10

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280 ft.

KENTUCKY

ILLINOIS

CONSTRUCTION

AREA DURING DAM

RESTRICTED ACCESS

LOCK & DAM 53

LOCK & DAM

OLMSTED

RIVER DIKES

FUTURE

RIVER DIKES

FUTURE

CENTER LINE

OLMSTED LOCK

#1#2 #3

#4 #5

#8 #9#10#11#12#13#14

CS102

FOR EXISTING SHEET PILE.

STOCKPILE AREA

RIVER DIKES

FUTURE

#6 #7

RIVER DIKE

FUTURE

BASELINE

MOORING CELLS

CENTERLINE

DAM 53

RIVER DIKES

EXISTING RIVER DIKES

EXISTING

RIVER DIKE

FUTURE

FLOW

OHIO RIVER

270 270

270270

280 280

280280280

290 290

290290

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

KIE

M-

0.2 .1

LRL_Screen.dscriptLRL_pdf.pltcfg1:08:10 PM 4/5/2019

...\112574-CS101xxx.dgn

R 2

CERTIFIED FINAL

GENERAL SHEET NOTES

LEGEND

AND ONLY SHOWN FOR SITUATIONAL AWARENESS.

8. THE RIVER DIKES ARE NOT PART OF THIS SCOPE

THE PROJECT SPECIFICATIONS.

7. OHIO RIVER HYDROGRAPHS ARE SHOWN IN

LOCK CHAMBER.

CELL AREA SHALL BE VIA THE OLMSTED LANDSIDE

IS COMPLETE, FALL 2018. ACCESS TO THE MOORING

AREA LIMITS WILL BE RESTRICTED UNTIL THE DAM

6. THE OLMSTED DAM CONSTRUCTION SITE WORK

SEPTEMBER 2016. CURRENT CONDITIONS MAY VARY.

HYDROGRAPHIC SURVEY DATA FROM

5. CONTOURS SHOWN ARE DEVELOPED FROM

4. CONTOUR INTERVAL SHOWN IS 1 FOOT.

3. VERTICAL DATUM IS OHIO RIVER DATUM (ORD).

NAD27 KENTUCKY STATE PLANE, SOUTHERN ZONE.

2. HORIZONTAL COORDINATE SYSTEM IS

INDICATED OTHERWISE.

1. ALL DIMENSIONS ARE IN U.S. SURVEY FEET, UNLESS

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

P R

O J E

C T E

N G

E E

R /A

R C

E C

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

D R

A W

G C

O D

A L E

D A

M B

O L

R E

N S

D E

S C

N A

P P

D A

T E

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

E P

L A

CS101

K D

O R

S C

D O

R S

C H

R A

L L

0 1200'600'

UMC

L O

L E D

T R

T O

L M

S T

E D

U P

S T

R E

M M

O O

G C

E L L S

F Y

G R

E E

N W

E L L

OVERALL SITE PLAN

1" = 600'

A U

G U

S T

F E

B U I

W G

APPENDIX K - FOR REFERENCE ONLY

2Q R

53-D

53-C

D f t.

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5 f t.

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225 ft. 230 ft.

ft.

0 f t.

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235 ft.

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235 ft.

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240 ft.

245 ft.

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5 f t.

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250 ft.

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0 f t.

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255 ft.

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5 f t.

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255 ft.

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255 ft.

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255 ft.

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255 ft f t.

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255 ft.

255 f

t. 25 ft.

255 ft.

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255 ft ft.

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255 ft.

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f t.

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260 ft.

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260 ft.

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260 ft. 260 ft.

260 ft.

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260 ft.

f t.

265 ft.

ft.

265 ft.

f t.

ft.

f t.

265 ft.

ft.

265 ft.

ft.

265 ft.

265…

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File details come from the government source that posted it. Updated Jul 28, 2020.