A22-PLAN_SET_REF-2021-09-08-GEOTECH_SURVEY.pdf
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- Attached to
- Illinois River Basin Dresden Island Lock and Dam; Morris, Will County, Illinois; Lock Rehabilitation
- Solicitation number
- W912EK22R0008
About this file
This document provides details on a federal contract opportunity for lock rehabilitation work issued by the Department of the Army Corps of Engineers Engineering District Rock Island. The solicitation number is W912EK22R0008 and seeks proposals for lock rehabilitation work at the Illinois River Basin Dresden Island Lock and Dam in Morris, Will County, Illinois. The base work includes installation of a government furnished miter gate, replacement of miter gate machinery, and electrical system replacement and dewatering of the lock chamber. An option for fairlead and checkpost replacement is also included. Responses are due based on the standard FAR solicitation process and award will be made to the responsible offeror whose proposal follows the solicitation instructions and is most advantageous to the Government.
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Arch Dam
Spillway Dam
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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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
A1
SCALE: 1" = 50'- 0"
PLAN- CORING LOCATIONS
50' 100'0
NORTH
PLAN
J .R
U D
S E
L
C O
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IN
G L
O C
A T
IO
N
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P L
A N
B-101
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IL
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C K
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L A
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D
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T R
IC
T
FLOW
ILLINOIS RIV
ER
NEXT TO THE CORING SYMBOL.
LABELS SHOWN
CORING LOCATION DESIGNATION
CORRESPONDING
DI-2021-01 & DI-2021-02 ARE 2.
FOR CORING LOGS, SEE B-601.
LOCATIONS.
THIS SHEET SHOWS THE CORING 1.
GENERAL SHEET NOTES
88.2812141.39826DI-2021-02
88.2811641.39788DI-2021-01
W LONGITUDEN LATITUDEBORING
DI-2021-02
DI-2021-01
Ice Chute
Arch Dam
Spillway Dam
ILLINOIS & MICHIGAN CANAL
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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F
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B M
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B Y
C H
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K E
D B
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D R
A W
N B
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D E
S
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N E
D B
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C O
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N O
S O
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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
Y C
O R
P S
O F
E N
G
IN
E E
SCALE: 1" = 100'- 0"
PLAN- CORING LOCATIONS
100' 200'0
NORTH
PLAN
J .R
U D
S E
L L
H
IS
T O
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IC
C O
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IN
G L
O C
A T
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N
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P L
A N
B-102
D .S
M
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A .C
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E .H
A C
K B
A R
S I
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V
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L O
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H A
B
IL
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D E
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K A
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T R
88.2813841.39970DI WES D-34-78
88.2813941.39957DI WES D-33-78
88.2814041.39941DI WES D-32-78
88.2813941.39931DI WES D-31-78
88.2815441.39911DI WES D-30-78
88.2814941.39896DI WES D-29-78
88.2813141.39978DI WES D-9-77
88.2767341.3980537
88.2768141.3985836
88.2786741.3991935
88.2787141.3998834
88.2787641.4007533
88.2809641.3978632
88.2816641.3977231
88.2813141.3976030
88.2813341.3978929
88.2795641.3997728
88.2795241.4008627
88.2855441.4012326
88.2836941.4018825
88.2839941.4011524
88.2837341.4005223
88.2819141.4004922
88.2818941.4011721
88.2818841.4018620
88.2809941.4018619
88.2809841.4011618
88.2810041.4004817
88.2810141.3998016
88.2810341.3991115
88.2858741.3974714
88.2859341.3982613
88.2840741.3975312
88.2841041.3982311
88.2831441.3975310
88.2831941.398269
88.2822341.397628
88.2822741.398297
88.2813241.397756
88.2813641.398335
88.2803841.397864
88.2804641.398453
88.2786041.397972
88.2786341.398521
HISTORIC BORINGS
W LONGITUDEN LATITUDEBORING
88.2785441.39813DI-19-13
88.2783641.39812DI-19-12
88.2835241.39807DI-19-11
88.2834541.39767DI-19-10
88.2810441.39826DI-19-09
88.2809941.39788DI-19-08
88.2790541.39808DI-19-07
88.2807541.39789DI-19-06
88.2806841.39790DI-19-05
88.2805941.39790DI-19-04
88.2807741.39831DI-19-02
88.2806541.39832DI-19-01
88.2855241.39743NO. 6
88.2856641.39730NO. 5
88.2858241.39741NO. 3
88.2858041.39729NO. 2
88.2856741.39742NO. 1
88.2811041.39857SACDI-4
88.2833941.39753SACDI-2
88.2810341.39773SACDI-1
88.2785841.39901DI-PP-B-5-79
88.2786241.39898DI-PP-B-4-79
88.2785341.39898DI-PP-B-3-79
88.2785841.39894DI-PP-B-2-79
88.2785841.39898DI-PP-B-1-79
88.2794541.39893DI-PP-A-5-79
88.2794941.39890DI-PP-A-4-79
88.2794041.39890DI-PP-A-3-79
88.2794441.39886DI-PP-A-2-79
88.2794541.39890DI-PP-A-1-79
88.2831541.39773DI WES L-8-77
88.2844541.39763DI WES GW-8-77
88.2854441.39755DI WES GW-5-77
88.2847441.39761DI WES GW-2-77
88.2815241.40154DI WES E-2-77
88.2814341.40153DI WES E-1-77
88.2815641.39987DI WES D-44-78
88.2818341.40100DI WES D-43-78
88.2815841.40047DI WES D-42-78
88.2815141.40034DI WES D-41-78
88.2815341.40021DI WES D-40-78
88.2815141.40014DI WES D-39-78
88.2814941.39998DI WES D-38-78
88.2814141.39993DI WES D-37-78
88.2816241.39976DI WES D-36-78
88.2814641.39974DI WES D-35-78
W LONGITUDEN LATITUDEBORING
FLOW
ILLINOIS RIV
ER
NEXT TO THE CORING SYMBOL.
CORING LOCATION DESIGNATION LABELS SHOWN 2.
FOR HISTORIC CORING LOGS, SEE B-602 TO B-613
THIS SHEET SHOWS THE HISTORIC CORING LOCATIONS.1.
GENERAL SHEET NOTES
BIG DRESDEN ISLAND
DI-19-11
DI-19-10
DI-19-11
DI-19-09
DI-19-02
DI-19-01
DI-19-07
DI-19-12
DI-19-13
20 19
21 18
14 10
32 4
DI WES E-1-77
DI WES E-2-77
DI WES D-43-78
DI WES -42-78
DI WES -41-78
DI WES D-39-78
DI WES D-40-78
DI WES D-38-78
DI WES D-44-78
DI WES D-36-78
DI WES D-33-78
DI WES D-35-78
DI WES D-32-78
DI WES D-31-78
DI WES D-30-78
DI WES D-29-78
DI WES D-37-78
DI WES D-34/78
NO. 3
NO. 2
NO. 6
NO. 1
NO. 5
DI WES GW-5-77
DI WES GW-8-77
DI WES GW-2-77
SACDI-2
DI WES L-8-77
SACDI-4
SACDI-1
DI-PP-A-5-79
DI-PP-A-3-79
DI-PP-A-2-79
DI-PP-A-4-79
DI-PP-B-4-79 DI-PP-B-3-79
DI-PP-B-2-79
DI-PP-B-5-79
DI-PP-A-1-79
DI-PP-B-1-79
DI-19-05
DI-19-08 DI-19-06
DI-19-04
DI WES D-9-77
RQD
100%
RQD
48%
RQD
100%
93%
62%
130%
83%
100%
100%
RQD
69%
100%
100%
100%
100%
100%
100%
73%
92%
94%
100%
100%
69%
93%
100%
100%
SACDI-2
NORTHING: 1723062
EASTING: 997953
DATE: 7/18/1971
ELEVATION: 510.07'
SACDI-4
NORTHING: 1723442
EASTING: 998581
DATE: 10/26/1971
ELEVATION: 492.3'
SACDI-6
NORTHING:
EASTING:
DATE: 11/27/1971
ELEVATION: 502.1'
SANDY GRAVEL, BOULDERS
LT.BROWN
429.8' BOTTOM OF BORING
E L E
V A
T
IO
N I
N F
E E
T
1983 ILLINOIS EAST STATE PLANE US SURVEY FEET
SILT
SILT, BLACK MOIST
HIGHLY ORGANIC
SACDI-1
NORTHING: 1723137
EASTING: 998601
DATE: 7/14/1971
ELEVATION: 511.56'
TOPSOIL, BOULDERS W/ SAND
NOTE: UNABLE TO SAMPLE DUE TO
LARGE BOULDERS
SANDY GRAVEL, REDDISH BROWN,
BOULDERS
BOULDERS
SANDY CLAY
SANDY CLAYS W/ GRAVEL
LIMESTONE
SHALE
LIMESTONE
SHALE
SILT DARK GRAY, TRACE BLACK
ORGANIC SILTY CLAY
BOULDERS
LIMESTONE
SHALE
NOTE: UNABLE TO SAMPLE DUE TO
LARGE BOULDERS
NOTE: UNABLE TO SAMPLE DUE TO
LARGE BOULDERS
440.5' BOTTOM OF BORING
448.1' BOTTOM OF BORING
450.6' BOTTOM OF BORING
SILT W/ GRAVEL & BOULDERS,
ORGANIC MATERIAL
GRAVELS, BOULDERS, BLACK,
HIGHLY ORGANIC
LIMESTONE
SHALE
NOTE: UNABLE TO SAMPLE DUE TO
LARGE BOULDERS
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 B
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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
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D B
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C O
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M A
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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
SCALE: 1" = 5'
DIAGRAM- BORING LOGS- HISTORIC 1971
C .B
IS
H
P
T O
R
IC
B O
R
IN
G L
O G
S
B-601
D .S
M
IT
IW
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S I
X
M G I
N S
T A
L L
A T
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N A
N D E
L E
C T
R
IC
A L R
E P
L A
C E
M E
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
0 5' 10'
0%
RQD
75%
RQD
37%
41%
75%
90%
100%
93%
100%
83%
79%
0%
0%
100%
78%
100%
80%
75%
RQD
91%
43%
71%
81%
58%
81%
100%
46%
92%
100%
58%
88%
100%
96%
91%
100%
ELEVATION: 497'
DATE: 4/15/1977
EASTING: 997390
NORTHING: 1723069
DI WES GW-5-77
ELEVATION: 497'
DATE: 11/06/1976
EASTING: 997662
NORTHING: 1723099
DI WES GW-8-77
CONCRETE
449' BOTTOM OF BORING
E L E
V A
T
IO
N I
N F
E E
T
1983 ILLINOIS EAST STATE PLANE US SURVEY FEET
CONCRETE
ELEVATION: 497'
DATE: 4/12/1977
EASTING: 997582
NORTHING: 1723091
DI WES GW-2-77
CONCRETE
448.7' BOTTOM OF BORING
463.5' BOTTOM OF BORING
429.2' BOTTOM OF BORING
ELEVATION: 510'
DATE: 8/20/1976
EASTING: 998017
NORTHING: 1723138
DI WES L-8-77
CONCRETE
WITH GREEN,SHALE PARTINGS
LIMESTONE/DOLOMITE, HARD, GRAY
SHALY CLAY
SHALE WITH ANGLE FRACTURES
SOFT & GREEN
FRACTURES FILLED WITH CLAY
LIMESTONE/DOLOMITE, HORIZONTAL & VERTICAL
SHALY CLAY, SOFT
SHALE, LOW ANGLE FRACTURES
VERTICAL FRACTURES
SHALE, SOFT, HORIZONAL &
DOLOMITE SHALE, VERTICAL FRACTURES
THROUGHOUT DEPTH
SHALE, SOFT, MULTIPLE FRACTURES
FRACTURES
DOLOMITE SHALE, HIGH ANGLE
LIMESTONE
FRACTURES
DOLOMITE SHALE, HIGH ANGLE
THROUGHOUT DEPTH
SHALE, MULTIPLE FRACTURES
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
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B M
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D B
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C H
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K E
D B
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D R
A W
N B
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D E
S
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N E
D B
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C O
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M A
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D E
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N D
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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
SCALE: 1" = 6'
DIAGRAM- BORING LOGS- HISTORIC 1977
C .B
IS
H
T O
R
IC
B O
R
IN
G L
O G
S
B-602
D .S
M
IW
L D
S
I
N S
T A
L L
A T
IO
N A
N D E
L E
C T
R
IC
A L R
E P
L A
C E
M E
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
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R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
0 6' 12'
18%
RQD
100%
RQD
90%
54%
95%
85%
14%
45%
0%
0%
88%
69%
70%
98%
95%
ELEVATION: 512'
DATE: 8/26/1977
EASTING: 998466
NORTHING: 1724521
DI WES E-1-77
ELEVATION: 511.75'
DATE: 8/15/1977
EASTING: 998523
NORTHING: 1723884
DI WES D-9-77
CONCRETE
461' BOTTOM OF BORING
E L E
V A
T
IO
N I
N F
E E
T
1983 ILLINOIS EAST STATE PLANE US SURVEY FEET
CONCRETE
ELEVATION: 511.2'
DATE: 9/1/1977
EASTING: 998466
NORTHING: 1724523
DI WES E-2-77
CONCRETE
460.6' BOTTOM OF BORING
440.85' BOTTOM OF BORING
AND CLAY PARTINGS
LIMESTONE WITH MULTIPLE FRACTURES
FRACTURE ALONG BEADING PLANE
LENGTHS BY HORIZONTAL
LIMESTONE SEPARATED INTO .2-.3'
SHALE WITH MULTIPLE FRACTURES
GREEN PLASTIC CLAY
SOFT SHALE SEAM
PROBABLE MISSING ZONE
LIMESTONE
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
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A T
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N N
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S
U E D
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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 Y C
O R
P S O
F E
N G
IN
E E
DIAGRAM- BORING LOGS- HISTORIC 1977
C .B
IS
H
T O
R
IC
B O
R
IN
G L
O G
S
B-603
D .S
M
IW
L D
S
I
N S
T A
L L
A T
IO
N A
N D E
L E
C T
R
IC
A L R
E P
L A
C E
M E
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
RQD
RQD
RQD
RQD
RQD RQD
RQD
RQD
46%
73%
43%
51%
78%
52%
45%
34%
88%
17%
46%
56%
54%
98%
88%
38%
73%
81%
ELEVATION: 474'
DATE: 7/15/1978
EASTING: 998480
NORTHING: 1723870
DI WES D-35-78
ELEVATION: 474'
DATE: 7/12/1978
EASTING: 998499
NORTHING: 1723805
DI WES D-33-78
ELEVATION: 476.2'
DATE: 7/7/1978
EASTING: 998497
NORTHING: 1723749
DI WES D-32-78
SEAMS THROUGHOUT DEPTH
FRACTURES & 0.05' GREEN CLAY
LIMESTONE-VERY POROUS,VERTICAL
459.95' BOTTOM OF BORING
E L E
V A
T
IO
N I
N F
E E
T
1983 ILLINOIS EAST STATE PLANE US SURVEY FEET
FRACTURES THROUGHOUT DEPTH
LIMESTONE-VERY POROUS,VERTICAL
SEAMS THROUGHOUT DEPTH
FRACTURES & 0.05' GREEN CLAY
LIMESTONE-VERY POROUS,VERTICAL
ELEVATION: 470.9'
DATE: 7/6/1978
EASTING: 998503
NORTHING: 1723854
DI WES D-34-78
FRACTURES THROUGHOUT DEPTH
LIMESTONE-VERY POROUS,VERTICAL
ELEVATION: 542'
DATE: 11/11/1979
EASTING: 998501
NORTHING: 1723711
DI WES D-31-78
LIMESTONE, VERY POROUS
ELEVATION: 474.3'
DATE: 7/10/1978
EASTING: 998468
NORTHING: 1724135
DI WES D-42-78
CLAY SEAMS
LIMESTONE & SHALE GREEN,
ELEVATION: 474.5'
DATE: 7/9/1978
EASTING: 998459
NORTHING: 1723641
DI WES D-30-78
ELEVATION: 473'
DATE: 7/1978
EASTING: 998439
NORTHING: 1723877
DI WES D-36-78
ELEVATION: 482.1'
DATE: 7/21/1978
EASTING: 998379
NORTHING: 1724326
DI WES D-43-78
THINGRAY CLAY SEAM
LIMESTONE, HIGHLY FRACTURES
464.5' BOTTOM OF BORING
E L E
V A
T
IO
N I
N F
E E
T
1983 ILLINOIS EAST STATE PLANE US SURVEY FEET
FRACTURES THROUGHOUT DEPTH
LIMESTONE-VERY POROUS,VERTICAL
GRAVEL, LIMESTONE & ROCK
SPOIL FROM DAMEXCAVATION BOULDERS
ELEVATION: 473'
DATE: 7/8/1978
EASTING: 998475
NORTHING: 1723585
DI WES D-29-78
THROUGHOUT DEPTH
LIMESTONE-VERTICAL FRACTURES
462.2' BOTTOM OF BORING
463.9' BOTTOM OF BORING
466.6' BOTTOM OF BORING
463.6' BOTTOM OF BORING
462.75' BOTTOM OF BORING
437.1' BOTTOM OF BORING
439.5' BOTTOM OF BORING
464.5' BOTTOM OF BORING
SHALE GREEN WITH 2 CLAY SEAMS
CLAY GREEN SEAMS
SHALE GREEN
FRACTURES
LIMESTONE LAYERS, VERTICAL
SHALE GREEN, GREEN CLAY SEAMS,
GREEN CLAY LAYER, GREEN SHALE
HIGH ANGLE FRACTURES
VERTICAL FRACTURE
GREEN CLAY LAYER, GREEN SHALE
FRACTURES THROUGHOUT DEPTH
LIMESTONE-VERY POROUS,VERTICAL
CLAY FILLED ANGLE FRACTURES
GREEN CLAY SEAM, GREEN SHALE
THROUGHOUT DEPTH
VERTICAL& ANGLE FRACTURES
SHALE GREEN, LIMESTONE LAYERS,
VERTICAL FRACTURES
SHALE GREEN, CLAY SEAMS
VERTICAL FRACTURE
GREEN CLAY LAYER, GREEN SHALE
BOULDERS
SHALE
BOULDERS
GREEN CLSY SEAM
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
IZ
E
M A
R K
D E
S C
R
IP
T
IO
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
DIAGRAM- BORING LOGS- HISTORIC 1978
C .B
IS
H
T O
R
IC
B O
R
IN
G L
O G
S
B-604
D .S
M
IW
L D
S
I
N S
T A
L L
A T
IO
N A
N D E
L E
C T
R
IC
A L R
E P
L A
C E
M E
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
RQD
RQD
RQD
RQD
70%
71%
78%
65%
7%
77%
ELEVATION: 478.5'
DATE: 7/10/1978
EASTING: 998468
NORTHING: 1724088
DI WES D-41-78
ELEVATION: 475.4'
DATE: 7/15/1978
EASTING: 998469
NORTHING: 1724013
DI WES D-39-78
ELEVATION: 473.9'
DATE: 7/14/1978
EASTING: 998472
NORTHING: 1723954
DI WES D-38-78
GREEN & TAN CLAY SEAM
LIMESTONE, HIGH FRACTURE ROCK
468.75' BOTTOM OF BORING
E L E
V A
T
IO
N I
N F
E E
T
1983 ILLINOIS EAST STATE PLANE US SURVEY FEET
LIMESTONE-VERY POROUS
GRAY CLAY SEAM
LIMESTONE-VERTICAL FRACTURE
ELEVATION: 471.6'
DATE: 7/17/1978
EASTING: 998461
NORTHING: 1724041
DI WES D-40-78
LIMESTONE-VERY POROUS
ELEVATION: 478.9'
DATE: 7/6/1978
EASTING: 998497
NORTHING: 1723939
DI WES D-37-78
CONCRETE
467.1' BOTTOM OF BORING
E L E
V A
T
IO
N I
N F
E E
T
1983 ILLINOIS EAST STATE PLANE US SURVEY FEET
ELEVATION: 473.5'
DATE: 7/25/1978
EASTING: 998455
NORTHING: 1723917
DI WES D-44-78
LIMESTONE-VERY POROUS
462.4' BOTTOM OF BORING
466.8' BOTTOM OF BORING
464.2' BOTTOM OF BORING
464.9' BOTTOM OF BORING
CONCRETE
WITH LIMESTONE LAYERS
GREEN SHALE, GREEN CLAY SEAM
GREEN SHALE, CLAY SEAM
GREEN SHALE
VOID
HIGHLY FRACTURE ROCK
LIMESTONE, VERTICAL FRACTURE
GREEN SHALE WITH GREEN CLAY SEAMS
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
IZ
E
M A
R K
D E
S C
R
IP
T
IO
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
DIAGRAM- BORING LOGS- HISTORIC 1978
C .B
IS
H
T O
R
IC
B O
R
IN
G L
O G
S
B-605
D .S
M
IW
L D
S
I
N S
T A
L L
A T
IO
N A
N D E
L E
C T
R
IC
A L R
E P
L A
C E
M E
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
ELEVATION: 512'
DATE: 1/26/1979
EASTING: 999036
NORTHING: 1723550
DI-PP-A-2-79
ELEVATION: 512'
DATE: 2/3/1979
EASTING: 999022
NORTHING: 1723563
DI-PP-A-4-79
ELEVATION: 512'
DATE: 1/19/1979
EASTING: 999034
NORTHING: 1723563
DI-PP-A-1-79
CONCRETE
472.5' BOTTOM OF BORING
E L E
V A
T
IO
N I
N F
E E
T
1983 ILLINOIS EAST STATE PLANE US SURVEY FEET
CONCRETE, HONEYCOMBED
ELEVATION: 512'
DATE: 1/30/1979
EASTING: 999048
NORTHING: 1723562
DI-PP-A-3-79
CONCRETE
473' BOTTOM OF BORING
452.7' BOTTOM OF BORING
474.5' BOTTOM OF BORING
VOID
GRAVEL, 1 SMALL PIECE OF CONCRETE
GRAVEL WITH TRACE SAND
GRAVEL, TAN FINES,
GRAVEL, TAN SILT
BLACK LOOSE SILT, BLK CLAY, GRAVEL
ORGANIC CLAY BLACK, SAND, GRAVEL
VOID
LIMESTONE LT.GRAY, VERTICAL STYLOLITE
VOID
GRAVEL, FINES
GRAVEL, TAN FINES
ORAGANIC CLAY BLACK, GRAVEL
VOID
THROUGHOUT
FOSSILIFEROUS, VERTICAL FRACTUES
LIMESTONE LT.GRAY, FRAGMENTED,
REBAR
VOID
GRAVEL
BLACK CLAY
SOME GRAVEL COATED WITH
GRAVEL WITH DK.BROWN SILT
GRAVEL, BLACK CLAY
GRAVEL, SAND, BLACK CLAY
ORGANIC CLAY, BLACK
VOID
GRAVEL & PIECES OF BEDROCK
CONCRETE
VOID
GRAVEL, TRACE SAND, TAN FINES
CONCRETE
MECHANICAL BREAKS, GREEN SHALE SEAMS
SHALE FILLED BEDDING PLANES,
LIMESTONE LT.GRAY, GREEN CLAY,
1" PROJECTIONS
HORIZANTILE STYLOLITES WITH
LIMESTONE, STREAKS GREEN SHALE
ORGANIC CLAY BLACK, GRAVEL
FRACTURES 45°
STYLOLITES, HEALED HIGH ANGLE
FOSSILIFEROUS, GREEN CLAY COATING
LIMESTONE, FRAGMENT, POURUS,
GRAVEL, TRACE SAND, TAN FINES
ORGANIC CLAY BLACK, SAND, GRAVEL
GRAVEL, TRACE SAND, TAN FINES
VOID
BEDDING PLANES
WITH GREEN CLAY & SHALE FILLED
GRAVEL, COBBLES, LIMESTONE LT.GRAY
LIMESTONE, STYLOLITE
GRAVEL, TRACE SAND
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
IZ
E
M A
R K
D E
S C
R
IP
T
IO
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
DIAGRAM- BORING LOGS- HISTORIC 1979
C .B
IS
H
T O
R
IC
B O
R
IN
G L
O G
S
B-606
D .S
M
IW
L D
S
I
N S
T A
L L
A T
IO
N A
N D E
L E
C T
R
IC
A L R
E P
L A
C E
M E
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
ELEVATION: 511.54'
DATE: 4/24/1979
EASTING: 999273
NORTHING: 1723591
DI-PP-B-1-79
ELEVATION: 511.54'
DATE: 4/30/1979
EASTING: 999285
NORTHING: 1723591
DI-PP-B-3-79
ELEVATION: 512'
DATE: 1/9/1979
EASTING: 999034
NORTHING: 1723575
DI-PP-A-5-79
FRACTURES,PRODUCT ON BREAK
CONCRETE, REBAR, OPEN VERTICAL
476.5' BOTTOM OF BORING
E L E
V A
T
IO
N I
N F
E E
T
1983 ILLINOIS EAST STATE PLANE US SURVEY FEET
MOD WEATHERED
SM.OEN CAVITIES, ¾" REBAR &
CONCRETE: BROWN NATURAL AGGREG.
HAIRLINE FRACTURES
MOD WEATHERED, HORIZONTAL
SM.OEN CAVITIES, ¾" REBAR &
CONCRETE: BROWN NATURAL AGGREG.
ELEVATION: 511.54'
DATE: 4/24/1979
EASTING: 999273
NORTHING: 1723579
DI-PP-B-2-79
¾" REBAR & WEATHERED
CONCRETE: BROWN NATURAL AGGREG.
446.79' BOTTOM OF BORING
469.69' BOTTOM OF BORING
467.29' BOTTOM OF BORING
VOID- AIRSPACE
FILL- GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
CLAYEY SAND
BLACK
CLAYEY SAND WITH TRACE GRAVEL
CLAYEY SAND, GRAVEL & COBBLES
FINE GRAINED,FOSSILS
LIMESTONE GREYWHITE
& PYRITE
LIMESTONE, TRACE GREEN CLAY 1/16" THICK
LIMESTONE TRACE GREEN CLAY ⅛" THICK
LIMESTONE CALCITE XYKS & PYRITE
CALCITE XYLS
LIMESTONE FOSSILS,PYRITE &
LIMESTONE TRACE GREEN CLAY
VOID- AIRSPACE
FILL- GRAVEL
GRAVEL
CLAYEY GRAVEL
NO SAMPLE
CLAYEY GRAVEL
CLAYEY SAND, GRAVEL, COBBLES
LIMESTONE
VOID
GRAVEL WITH TAN FINES, TRACE SAND
GRAVEL, TAN FINES
COATED GRAY
ORGANIC CLAY, BLACK
BLACK
ORAGANIC CLAY, GRAVEL
ORAGANIC CLAY, BLACK
BLACK
ORAGANIC CLAY, SAND-GRAVEL
ORAGANIC CLAY, SAND
COBBLES, WEATHERED BEDROCK
CLAY FILLED BEDDING PLANES
LIMESTONE LT.GRAY, GREEN SHALE,
VOID- AIRSPACE
FILL- GRAVEL
GRAVEL
BLACK
GRAVELLY CLAY
NO SAMPLE
CLAY GRAVEL, COBBLES
NO SAMPLE
FRACTURED THROUGHOUT
MOD. HARD SMALL PYRITE
LIMESTONE GREYWHITE, FINE GRAINED
LIMESTONE
SHALE BLACK, FINE GRAINED
BLACK
CLAYEY GRAVEL
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
IZ
E
M A
R K
D E
S C
R
IP
T
IO
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
DIAGRAM- BORING LOGS- HISTORIC 1979
C .B
IS
H
T O
R
IC
B O
R
IN
G L
O G
S
B-607
D .S
M
IW
L D
S
I
N S
T A
L L
A T
IO
N A
N D E
L E
C T
R
IC
A L R
E P
L A
C E
M E
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
ELEVATION: 511.54'
DATE: 5/1/1979
EASTING: 999261
NORTHING: 1723591
DI-PP-B-4-79
CONCRETE
470.06' BOTTOM OF BORING
E L E
V A
T
IO
N I
N F
E E
T
1983 ILLINOIS EAST STATE PLANE US SURVEY FEET
ELEVATION: 511.54'
DATE: 5/6/1976
EASTING: 999273
NORTHING: 172 3603
DI-PP-B-5-79
CONCRETE
470.74' BOTTOM OF BORING
VOID- AIRSPACE
GRAVEL, ROUND
NO SAMPLE
NOTE: OIL SMELL
ORGANIC CLAY, BLACK
GRAVEL & CLAY
NO SAMPLE
LARGE COBBLES, SAND, GRAVEL, CLAY
NO SAMPLE
LARGE COBBLES, SAND, GRAVEL, CLAY
MOD.HARD, OPEN & CLOSED FRACTURES
LIMESTONE GRAY-WHITE, FINE GRAINED
VOID- AIRSPACE
GRAVEL, ROUND
NO FOOTAGE, NO SAMPLE
NO SAMPLE
CALCITEXYLS & PYRITE
CONTAINS SMALL CAVITIES, FILLED WITH
MOD.HARD, OPEN & CLOSED FRACTURES
LIMESTONE GRAY-WHITE, FINE GRAINED
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
IZ
E
M A
R K
D E
S C
R
IP
T
IO
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
DIAGRAM- BORING LOGS- HISTORIC 1979
C .B
IS
H
T O
R
IC
B O
R
IN
G L
O G
S
B-608
D .S
M
IW
L D
S
I
N S
T A
L L
A T
IO
N A
N D E
L E
C T
R
IC
A L R
E P
L A
C E
M E
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
ELEVATION: 483.7'
DATE: 2/26/1979
EASTING: 999267
NORTHING: 1723223
NO.3
ELEVATION: 496.5'
DATE: 3/18/1976
EASTING: 997369
NORTHING: 1723026
NO.6
ELEVATION: 491.9'
DATE: 2/23/1979
EASTING: 997290
NORTHING: 1722977
NO.2
BACKFILL; SAND, CLAY, GRAVEL& BOULDERS
448.5' BOTTOM OF BORING
E L E
V A
T
IO
N I
N F
E E
T
1983 ILLINOIS EAST STATE PLANE US SURVEY FEET
& COBBLES
CLAY BROWN; SAND, CLAY, GRAVEL
BACKFILL; SAND,CLAY,GRAVEL & BOULDERS
ELEVATION: 497'
DATE: 2/20/1976
EASTING: 997327
NORTHING: 1723023
NO.1
CONCRETE
448.5' BOTTOM OF BORING
ELEVATION: 491.9'
DATE: 2/23/1979
EASTING: 997331
NORTHING: 1722980
NO.5
& COBBLES
CLAY BROWN; SAND, CLAY, GRAVEL
474' BOTTOM OF BORING
475' BOTTOM OF BORING
470.13' BOTTOM OF BORING
CONCRETE
WEATHERED SHALE & CLAY
THIN CLAY SEAMS
COMPETENT SHALE, BROWN-GRAY
DERRICK STONE
BACKFILL;SAND,CLAY,GRAVEL & BOULDERS
CONCRETE
LIMESTONE WITH GREEN CLAY
SHALE GRAY/BLACK
WITH THIN CLAY SEAMS, LT.GRAY
SHALE GRAY/BLACK
SHALY GRAY, DOLOMITE
HEALED VERTICAL FRACTURE
CLAY SEAM
CLAY/SHALE, YELLOWISH BROWN
SHALE, BLACK
SHALE, TAN-GRAY
DOLOMITE
SHALE
SHALE WITH CLAY, WEATHERED
CLAY, SLIGHTLY WEATHERED
THIN CLAY SEAMS
COMPETENT SHALE, BROWN-GRAY,
CONCRETE
FRACTURES IN ALL DIRECTIONS
LIMESTONE, GRAY, VERY FINE
SHALE TO LIMESTONE
RECOVERED 1' OF CORE
NO CORE
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
IZ
E
M A
R K
D E
S C
R
IP
T
IO
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
DIAGRAM- BORING LOGS- HISTORIC 1979
C .B
IS
H
T O
R
IC
B O
R
IN
G L
O G
S
B-609
D .S
M
IW
L D
S
I
N S
T A
L L
A T
IO
N A
N D E
L E
C T
R
IC
A L R
E P
L A
C E
M E
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
3'' #1 REBAR.
0-3" CONCRETE CORE, ¾" NOMINAL 1'' MAX CRUSHED STONE.
RUBBLE.
3-16" CONCRETE CORE, CRUSHED STONE.
16-27'' CONCRETE CORE ¾'' NOMINAL 1½'' MAX RIVER ROCK.
48'' MECHANICAL BREAK.
27-48'' CONCRETE CORE ¾'' NOMINAL 3'' MAX RIVER ROCK.
END OF CORING
0-8" CONCRETE CORE, ¾" NOMINAL 1'' MAX CRUSHED STONE.
FREEZE THAW CRACKING THROUGHOUT.
8-22" CONCRETE CORE, ¾" NOMINAL 1½'' MAX RIVER ROCK.
22-47" CONCRETE CORE, ¾" NOMINAL 3'' MAX RIVER ROCK.
CORE NO. DI-19-01
DIRECTION OF CORE: HORIZONTAL
LENGTH OF 14.5", THIN WALL.
SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE
NAME OF DRILLER: WTT
DATE OF DRILLING: 29 MAY 2019
TOTAL DEPTH OF HOLE: 47"
DRILL DESIGNATION: MILWAUKEE
GATE RECESS.
LOCATION: I-WALL RIVER SIDE EMERGENCY
AVG. CBR VALUESDESCRIPTIONLEGEND(ft)
DEPTH
0.50
1.00
1.50
2.00
2.50
3.00
3.50
CORING LOG CEMVR-EC-G
INSTALLATION:
PROJECT: DRESDEN ISLAND
END OF CORING
CORE NO. DI-19-02
DIRECTION OF CORE: HORIZONTAL
LENGTH OF 14.5", THIN WALL.
SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE
NAME OF DRILLER: WTT
DATE OF DRILLING: 29 MAY 2019
TOTAL DEPTH OF HOLE: 47"
DRILL DESIGNATION: MILWAUKEE
GATE RECESS.
LOCATION: I-WALL RIVER SIDE EMERGENCY
AVG. CBR VALUESDESCRIPTIONLEGEND(ft)
DEPTH
0.50
1.00
1.50
2.00
2.50
3.00
3.50
CORING LOG CEMVR-EC-G
INSTALLATION:
PROJECT: DRESDEN ISLAND
FREEZE THAW CRACKING THROUGHOUT.
7-13" CONCRETE CORE, ¾" NOMINAL 1½'' MAX RIVER ROCK.
WIRES FOUND IN BETWEEN.
13-22" CONCRETE CORE, ¾" NOMINAL 1'' MAX RIVER ROCK.
22-34" CONCRETE CORE, ¾" NOMINAL 1½'' MAX RIVER ROCK.
34-47" CONCRETE CORE, ¾" NOMINAL 3'' MAX RIVER ROCK.
COMP. STR. = 3,959 psi
UNIT WT = 145.5 pcf
LOAD = 44,550 lbs
DIAMETER = 3.67"
LENGTH = 5.00"
CORE NO. DI-19-04
DIRECTION OF CORE: VERTICAL
LENGTH OF 14.5", THIN WALL.
SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE
NAME OF DRILLER: JLM
DATE OF DRILLING: 29 MAY 2019
TOTAL DEPTH OF HOLE: 46"
DRILL DESIGNATION: MILWAUKEE
GATE RECESS.
LOCATION: LANDWALL EMERGENCY
AVG. CBR VALUESDESCRIPTIONLEGEND(ft)
DEPTH
0.50
1.00
1.50
2.00
2.50
3.00
3.50
CORING LOG CEMVR-EC-G
INSTALLATION:
PROJECT: DRESDEN ISLAND
COMP. STR. = 5,072 psi
UNIT WT = 146.9 pcf
LOAD = 54,826 lbs
DIAMETER = 3.71"
LENGTH = 6.44"
COMP. STR. = 6,308 psi
UNIT WT = 151.3 pcf
LOAD = 77,030 lbs
DIAMETER = 3.72"
LENGTH = 3.99"
END OF CORING
0-7" CONCRETE CORE, ½" NOMINAL 1'' MAX CRUSHED STONE.
0-4" CONCRETE CORE, ¾" NOMINAL 1'' MAX CRUSHED STONE.
END OF CORING
RUBBLE.
4-9" CONCRETE CORE, ¾" NOMINAL 1½'' MAX RIVER ROCK.
13-18" CONCRETE CORE, ¾" NOMINAL 1½'' MAX RIVER ROCK.
9-13" CONCRETE CORE, ¾" NOMINAL 1'' MAX RIVER ROCK.
18-46" CONCRETE CORE, ¾" NOMINAL 2'' MAX RIVER ROCK.
CORE NO. DI-19-05
DIRECTION OF CORE: VERTICAL
LENGTH OF 14.5", THIN WALL.
SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE
NAME OF DRILLER: JLM
DATE OF DRILLING: 29 MAY 2019
TOTAL DEPTH OF HOLE: 48"
DRILL DESIGNATION: MILWAUKEE
GATE RECESS.
LOCATION: LANDWALL EMERGENCY
CONC. DATADESCRIPTIONLEGEND(ft)
DEPTH
1.00
2.00
3.00
4.00
5.00
6.00
7.00
CORING LOG CEMVR-EC-G
INSTALLATION:
PROJECT: DRESDEN ISLAND
COMP. STR. = 3,869 psi
UNIT WT = 140.7 pcf
LOAD = 41,380 lbs
DIAMETER = 3.69"
LENGTH = 7.06"
EASTING= 998704
NORTHING= 1723350
NAD '83 IL EAST (US SURVEY FEET)
COORDINATES: STATE PLANE
EASTING= 998670
NORTHING= 1723346
NAD '83 IL EAST (US SURVEY FEET)
COORDINATES: STATE PLANE
EASTING= 998722
NORTHING= 1723199
NAD '83 IL EAST (US SURVEY FEET)
COORDINATES: STATE PLANE
EASTING= 998697
NORTHING= 1723197
NAD '83 IL EAST (US SURVEY FEET)
COORDINATES: STATE PLANE
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
IZ
E
M A
R K
D E
S C
R
IP
T
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N D
A T
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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
SCALE: 1" = 13'
DIAGRAM- CORING LOGS- HISTORIC 2019
C .B
IS
H
T O
R
IC
C O
R
IN
G L
O G
S
B-610
D .S
M
IW
L D
S
I
N S
T A
L L
A T
IO
N A
N D E
L E
C T
R
IC
A L R
E P
L A
C E
M E
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
0 13' 26'
END OF CORING
COMP. STR. = 4,316 psi
UNIT WT = 149.5 pcf
LOAD = 48,320 lbs
DIAMETER = 3.68''
LENGTH = 5.29''
END OF CORING
COMP. STR. = 7836 psi
UNIT WT = 152.0 pcf
LOAD = 89,610 lbs
DIAMETER = 3.66''
LENGTH = 4.40''
END OF CORING
CORE NO. DI-19-06
DIRECTION OF CORE: VERTICAL
LENGTH OF 14.5", THIN WALL.
SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE
NAME OF DRILLER: JLM
DATE OF DRILLING: 29 MAY 2019
TOTAL DEPTH OF HOLE: 42''
DRILL DESIGNATION: MILWAUKEE
GATE RECESS.
LOCATION: LANDWALL EMERGENCY
CONC. DATADESCRIPTIONLEGEND(ft)
DEPTH
0.50
1.00
1.50
2.00
2.50
3.00
3.50
CORING LOG CEMVR-EC-G
INSTALLATION:
PROJECT: DRESDEN ISLAND
26-28'' RUBBLE.
12-28'' CONCRETE CORE ¾'' NOMINAL 1½ MAX RIVER ROCK .
28-42" CONCRETE CORE ¾'' NOMINAL 2'' MAX.
4-12'' CONCRETE CORE ¾'' NOMINAL 1½'' MAX RIVER ROCK.
OVERLAY.
0-4'' CONCRETE CORE ½'' NOMINAL SIZE CRUSHED ROCK.
CORE NO. DI-19-07
DIRECTION OF CORE: VERTICAL
LENGTH OF 14.5", THIN WALL.
SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE
NAME OF DRILLER: WTT
DATE OF DRILLING: 29 MAY 2019
TOTAL DEPTH OF HOLE: 24"
DRILL DESIGNATION: MILWAUKEE
LOCATION: UPPER GUIDEWALL LAND WALL.
AVG. CBR VALUESDESCRIPTIONLEGEND(ft)
DEPTH
0.50
1.00
1.50
2.00
2.50
3.00
3.50
CORING LOG CEMVR-EC-G
INSTALLATION:
PROJECT: DRESDEN ISLAND
4'' REBAR.
0-8'' CONCRETE CORE ¾ NOMINAL 1½'' MAX CRUSHED ROCK.
8-24'' CONCRETE CORE ¾ NOMINAL 2'' MAX RIVER ROCK.
CORE NO. DI-19-08
DIRECTION OF CORE: VERTICAL
LENGTH OF 14.5", THIN WALL.
SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE
NAME OF DRILLER: JLM
DATE OF DRILLING: 29 MAY 2019
TOTAL DEPTH OF HOLE: 39''
DRILL DESIGNATION: MILWAUKEE
MACHINE PIT.
LOCATION: UPPER GUIDE WALL LAND WALL
CONC. DATADESCRIPTIONLEGEND(ft)
DEPTH
0.50
1.00
1.50
2.00
2.50
3.00
3.50
CORING LOG CEMVR-EC-G
INSTALLATION:
PROJECT: DRESDEN ISLAND
12-39'' CONCRETE CORE ¾'' NOMINAL 4'' MAX SIZE RIVER ROCK.
5'' WIRE MESH
0-5'' CONCRETE CORE ¾ NOMINAL 1½'' MAX CRUSHED STONE.
5-12'' CONCRETE CORE ¾ NOMINAL 3½'' MAX RIVER ROCK.
12-25'' CONCRETE CORE ¾ NOMINAL 3½'' MAX RIVER ROCK.
COMP. STR. = 6,233 psi
UNIT WT = 147.9 pcf
LOAD = 77,450 lbs
DIAMETER = 3.71"
LENGTH = 3.72"
CORE NO. DI-19-09
DIRECTION OF CORE: HORIZONTAL
LENGTH OF 14.5", THIN WALL.
SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE
NAME OF DRILLER: WTT
DATE OF DRILLING: 29 MAY 2019
TOTAL DEPTH OF HOLE: 25"
DRILL DESIGNATION: MILWAUKEE
LOCATION: UPPER I-WALL MACHINE PIT.
AVG. CBR VALUESDESCRIPTIONLEGEND(ft)
DEPTH
0.50
1.00
1.50
2.00
2.50
3.00
3.50
CORING LOG CEMVR-EC-G
INSTALLATION:
PROJECT: DRESDEN ISLAND
6-12'' RUBBLE
CRUSHED ROCK.
0-12'' CONCRETE CORE ¾'' NOMINAL 1'' MAX SIZE
EASTING= 998676
NORTHING= 1723194
NAD '83 IL EAST (US SURVEY FEET)
COORDINATES: STATE PLANE
EASTING= 999144
NORTHING= 1723264
NAD '83 IL EAST (US SURVEY FEET)
COORDINATES: STATE PLANE
EASTING= 998612
NORTHING= 1723191
NAD '83 IL EAST (US SURVEY FEET)
COORDINATES: STATE PLANE
EASTING= 998597
NORTHING= 1723331
NAD '83 IL EAST (US SURVEY FEET)
COORDINATES: STATE PLANE
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
IZ
E
M A
R K
D E
S C
R
IP
T
IO
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
DIAGRAM- CORING LOGS- HISTORIC 2019
C .B
IS
H
T O
R
IC
C O
R
IN
G L
O G
S
B-611
D .S
M
IW
L D
S
I
N S
T A
L L
A T
IO
N A
N D E
L E
C T
R
IC
A L R
E P
L A
C E
M E
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
COMP. STR. = 5,880 psi
UNIT WT = 146.4 pcf
LOAD = 65,150 lbs
DIAMETER = 3.68"
LENGTH = 5.43"
END OF CORING
END OF CORING
CORE NO. BR-19-10
DIRECTION OF CORE: HORIZONTAL
LENGTH OF 14.5", THIN WALL.
SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE
NAME OF DRILLER: WTT
DATE OF DRILLING: 29 MAY 2019
TOTAL DEPTH OF HOLE: 16"
DRILL DESIGNATION: MILWAUKEE
MACHINE PIT.
LOCATION: LOWER GUIDE WALL LAND WALL
AVG. CBR VALUESDESCRIPTIONLEGEND(ft)
DEPTH
0.50
1.00
1.50
2.00
2.50
3.00
3.50
CORING LOG CEMVR-EC-G
INSTALLATION:
PROJECT: DRESDEN ISLAND
3-39'' CONCRETE CORE ¾'' NOMINAL 3'' MAX SIZE RIVER ROCK.
0-3'' CONCRETE CORE ¾'' NOMINAL 3'' MAX SIZE RIVER ROCK.
CORE NO. DI-19-11
DIRECTION OF CORE: VERTICAL
LENGTH OF 14.5", THIN WALL.
SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE
NAME OF DRILLER: JLM
DATE OF DRILLING: 29 MAY 2019
TOTAL DEPTH OF HOLE: 24"
DRILL DESIGNATION: MILWAUKEE
LOCATION: LOWER I-WALL MACHINE PIT.
AVG. CBR VALUESDESCRIPTIONLEGEND(ft)
DEPTH
0.50
1.00
1.50
2.00
2.50
3.00
3.50
CORING LOG CEMVR-EC-G
INSTALLATION:
PROJECT: DRESDEN ISLAND
0-8" CONCRETE CORE, ¾" NOMINAL 1'' MAX RIVER ROCK.
18-24'' RUBBLE.
8-24" CONCRETE CORE, ¾" NOMINAL 4'' MAX RIVER ROCK.
CORE NO. DI-19-12
DIRECTION OF CORE: VERTICAL
LENGTH OF 14.5", THIN WALL.
SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE
NAME OF DRILLER: JLM
DATE OF DRILLING: 29 MAY 2019
TOTAL DEPTH OF HOLE: 12"
DRILL DESIGNATION: MILWAUKEE
LOCATION: UPPER GUIDEWALL CELL.
AVG. CBR VALUESDESCRIPTIONLEGEND(ft)
DEPTH
0.50
1.00
1.50
2.00
2.50
3.00
3.50
CORING LOG CEMVR-EC-G
INSTALLATION:
PROJECT: DRESDEN ISLAND
0-9" ASPHALT CORE
9-12" GP POORLY GRADED GRAVEL.
CORE NO. DI-19-13
DIRECTION OF CORE: VERTICAL
LENGTH OF 14.5", THIN WALL.
SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE
NAME OF DRILLER: WTT,JLM
DATE OF DRILLING: 29 MAY 2019
TOTAL DEPTH OF HOLE: 22"
DRILL DESIGNATION: MILWAUKEE
LOCATION: UPPER GUIDEWALL.
CONC. DATADESCRIPTIONLEGEND(ft)
DEPTH
0.50
1.00
1.50
2.00
2.50
3.00
3.50
CORING LOG CEMVR-EC-G
INSTALLATION:
PROJECT: DRESDEN ISLAND
5'' #4 REBAR.
0-5" CONCRETE CORE, ¾" NOMINAL 1'' MAX CRUSHED STONE.
5-22" CONCRETE CORE, ¾" NOMINAL 2'' MAX RIVER ROCK.
COMP. STR. = 9,088 psi
UNIT WT = 154.8 pcf
LOAD = 104,500 lbs
DIAMETER = 3.69"
LENGTH = 4.44"
EASTING= 997936
NORTHING= 1723116
NAD '83 IL EAST (US SURVEY FEET)
COORDINATES: STATE PLANE
EASTING= 997936
NORTHING= 1723260
NAD '83 IL EAST (US SURVEY FEET)
COORDINATES: STATE PLANE
EASTING= 999333
NORTHING= 1723279
NAD '83 IL EAST (US SURVEY FEET)
COORDINATES: STATE PLANE
EASTING= 999283
NORTHING= 1723281
NAD '83 IL EAST (US SURVEY FEET)
COORDINATES: STATE PLANE
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
IZ
E
M A
R K
D E
S C
R
IP
T
IO
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
DIAGRAM- CORING LOGS- HISTORIC 2019
C .B
IS
H
T O
R
IC
C O
R
IN
G L
O G
S
B-612
D .S
M
IW
L D
S
I
N S
T A
L L
A T
IO
N A
N D E
L E
C T
R
IC
A L R
E P
L A
C E
M E
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
821+54.38 DL
0+00 ML =
Ice Chute
Arch Dam
A1
Spillway Dam
271.5
MILE
L10
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
IZ
E
M A
R K
D E
S C
R
IP
T
IO
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
S I
D
R E
V
IE
W
L O
C K R
E H
A B
IL
IT
A T
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
M A
K
N U
M E
N T I
N S
T A
L L
A T
IO
N
P L
A N
V-102
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
W E
K
R
GENERAL SHEET NOTES
NAVD88 DATUM ADD APPROXIMATLY 0.285 FEET.
5. TO CONVERTED TO THE HISTORIC MSL 1929 DATUM TO TODAYS
NGVD 1929 DATUM, BASED ON BM 0+00ML BEING 513.656
4. ALL ELEVATIONS ARE 3 WIRE LEVELS AND ARE IN THE HISTORIC
3. DISTANCE SURVEY PREFORMED WITH TOTAL STATION.
UNITS: U.S. SURVEY FEET.
WEST - 1202, GEIOD 12A. VERTICAL DATUM: MSL 1929
2. PROJECT HORIZONTAL DATUM: NAVD88 STATE PLANE ILLINOIS
MARCH 4th, 10, 18, 2014.
1. INSTURMENTATION SURVEY COMPLETED ON FEB. 19, 21, 24 AND
DISTANCE DISTANCE DISTANCE DISTANCE
0.018
0.007
0.024
0.048
0.023
0.019
0.013
0.012
0.017
0.048
0.018
0.032
0.023
0.014
0.014
FEB/MARCH 2014
" 0.000
0.000"
0.000
0.000
0.017
0.000
0.000
0.000
0.010
0.030
0.024
0.025
0.040
0.010
0.038
0.020
U1
US
UR
U2
U5
U4
U3
DOWNSTREAM
DISTANCE
UA
UPSTREAM
UL
BACKSIGHT34+77.37
34+77.37UB
U13
INSTRUMENT
U8
U7
U6
U9
U12
U11
U10 0.005
0.000
0.010
0.019
0.015
0.005
0.010
0.010
0.010
0.000
INSTRUMENT
0.013
0.000
0.000
0.000
0.015
0.001
INSTRUMENT
0.010
0.022
0.000
BACKSIGHT
UPSTREAM
BACKSIGHT
0.000
0.000
DISTANCEDISTANCE
DOWNSTREAM DOWNSTREAMUPSTREAM
0.000
0.018 0.000
0.014 0.010
0.018
0.000
0.000
0.000
0.005
0.000
A L I G N M E N T
0.000
0.000
39+02.37
41+83.50
0.000
0.016
0.000
0.036
36+17.37
27+30.37
28+41.37
21+06.37
24+66.37
32+97
33+87.37
29+86.87
31+17.87
0.010
0.000
INSTRUMENT
0.090
0.000
0.015
0.017
0.000
BACKSIGHTINSTRUMENT
0.020
0.080
INSTRUMENT
INSTRUMENT
0.010
BACKSIGHT
P
IE
R S O
N L Y D
O N
E I
N N
O V
LD/WARDRIV/WARD LD/WARDRIV/WARD
BACKSIGHT BACKSIGHT
LD/WARD
BACKSIGHT
RIV/WARD
MAY/JUN/OCT 2010
MARKER
JUNE 2005 NOV. 2009
STA.
R1
R2
L9
L10
31+01.87
33+95.37
R3 28+36.37
L8
L3
L4
L1
L2
L6
L7
L4A
L5
LD/WARD RIV/WARD
INSTRUMENT
BACKSIGHT
BACKSIGHT
0.000
0.000
0.000
0.000
INSTRUMENT
BACKSIGHT
DISTANCE
DOWNSTREAM UPSTREAM
BACKSIGHT
INSTRUMENT
0.000
0.000
0.000
0.000
0.000
0.000
2014 Feb 19 504.94 483.38 20.32 21.56
20.98 21.01505.24 483.942010 May 24-27; June 2; Oct 13
505.09June 7,82005 21.1220.49483.97
AVER.L.P. EL. MAX.
EFF. HEADMIN.
OBSERVATION DATESYEAR
MAX.
U.P. EL.
STA.
68.535
68.111
67.961
68.052
67.953
67.978
67.978
68.047
68.480
38.350
34.784
90.018
509.73
109.071
187.369
120.111
54.405
152.653
149.452
149.963
250.250
216.126
216.478
149.963
271.983
268.678
513.137
509.797
509.829
509.664
509.664
507.725
507.724
507.716
507.699
507.727
507.748
507.743
507.715
507.685
507.693
510.318
509.704
509.740
511.773
509.802
509.738
509.802
509.797
509.681
509.653
509.804
509.727
509.754
509.727
509.754
FEB/MARCH 2014
150.067
90.030
509.791
511.777
509.705
250.230
509.796
149.940
34.760
510.306
38.360
507.684
152.660
509.712
509.685
149.430
509.752
509.652
268.670
509.675
509.705
509.796
509.780
271.940
216.110
509.730
509.733
509.752
150.070
149.940
216.460
509.671
509.659
120.090
54.470
507.721
68.530
507.717
509.826
ELEV.DIST.
MAY/JUN/OCT 2010
513.133
187.410
509.780
109.080
68.000
507.733
67.980
507.703
68.490
507.674
68.050
507.741
67.950
507.716
68.040
507.698
67.990
507.728
68.070
67.963
509.656
68.034
54.473
68.528
507.693
68.065
507.712
507.719
507.718
513.132
109.027
ELEV.
NOV. 2009
DIST.
120.110
509.656
509.825
509.778
187.409
67.990
509.694
149.453
152.619
38.361
510.303
P
IE
R S O
N L Y D
O N
E I
N N
O V
509.778
511.789
509.724
34.767
507.739
67.968
68.001
507.725
507.740
68.495
507.689
507.679
507.712
68.067
68.075
507.727
67.985
507.694
68.035
507.714
67.945
507.741
68.060
507.681
68.490
507.712
67.985
507.741
67.990
109.085
509.773
187.415
513.132
JUNE 2005
DIST. ELEV.
509.818
507.723
68.535
507.719
54.465
120.105
509.652
509.652
216.475
509.677
149.960
509.744
509.732
509.712
216.130
509.796
509.744
268.680
509.648
271.960
150.065
509.773
509.667
509.694
149.425
509.726
152.635
507.691
38.360
510.302
34.790
149.960
250.240
509.796
90.025
511.796
509.774
509.677
34+77.37
34+77.37
U3
34+77.37
34+77.37
34+77.37
34+77.37
U4
U9 34+77.37
34+77.37
U8
U5
U6
U7
U2
34+77.37
34+77.37
UA
34+77.37
MARKER
34+77.37
UL
34+77.37
US
U1 34+77.37
UR
US
34+77.37
31+01.87
32+97L4A
R2
36+17.37
29+86.87L6
R1
R2 31+01.87
A1
A2
33+95.37
34+77.37UL
L3
U12
U13 34+77.37
34+77.37
U10
U11 34+77.37
34+77.37
32+97
33+95.37R1
L4A
UB
33+87.37L4
DIST. ELEV.
509745
276.916
289.563
219.698
270.021
179.971
113.048
106.378
201.752
407.135
270.231
292.849
164.855
119.956
119.873
119.906
160.339
509.707
509.663
509.738
509.802
509.791
509.659
509.684
513.656
509.713
509.695
509.754
509.730
509.804
509.736
509.754
509.745
509.745
509.775
509.772
509.804
509.736
509.730
509.745
496.616
496.706
FEB/MARCH 2014
509.730
164.840
509.791
509.796
119.850
270.220
509.796
509.752
509.744
292.850
509.660
509.744
119.890
160.330
513.656
509.752
509.728
509.683
119.920
509.744
509.752
496.726
289.580
509.649
509.733
509.791
219.700
ELEV.
MAY/JUN/OCT 2010
DIST.
276.930
509.706
270.030
509.752
106.370
201.720
407.150
496.637
179.980
509.728
509.730
509.744
113.030
P
IE
R S O
N L Y D
O N
E I
N N
O V
DIST. ELEV.
P
IE
R S O
N L Y D
O N
E I
N N
O V
NOV. 2009
113.025
509.724
179.975
509.702
509.712
407.145
496.639
201.745
509.730
106.390
270.025
509.702
276.920
ELEV.
JUNE 2005
DIST.
219.695
509.774
509.732
509.660
289.565
496.726
509.744
509.724
119.955
509.667
509.702
509.730
513.656
160.360
119.920
509.732
509.648
270.240
292.830
509.744
509.796
509.732
119.875
509.796
509.774
164.845
509.712
27+30.37
24+66.37L9
28+41.37L7
L8
L10
R2 31+01.87
28+36.37
21+06.37
33+95.37R1
L6
41+83.50
39+02.37L2
STA.MARKER
L1
L3
L5 31+17.87
29+86.87
36+17.37
33+87.37L4
L8
509.680
509.690
28+41.37
28+36.37R3
RM 1
UP. PINTLE
LOW. PINTLE 27+56.37
RM 2
0+00 ML
34+37.37
L7
33+87.37L4
R1
R3
L6 29+86.87
33+95.37
31+17.87
31+01.87R2
A1
A2
L5
AFTER CENTER PUNCHING.
STAMP IDENTIFICATION MARK
CENTER PUNCH AFTER SETTING.
"8
SURFACE OF
CONCRETE
GROUT
1" DIA.
S
W E
D G
E
/8
BRASS ROD
SMOOTH SURFACE
PIER POSITION MARKER
WT. 15 LBS.
MAKEBRASS SCALE: 6" = 2'-0"
SETTING DIAGRAM
SCALE HALF SIZE
UB " Rod4
U13
U12
U9
U10
U8
U6
U7
U11
Spillway Dam
U4
U5
U3
U1
U2
US
A2
Arch Dam
A1
UR
FIELD BOOK REFERENCE
2005 FC-99-7 pgs. 19-22
2009 FC-99-7 pgs. 28-30
2010 FC-05-2 pgs. 20-30;FC-10-1 pgs. 17-19
1,723,082.311 N. 998,623.619 E.
ALL OTHER MARKERS 1" BRASS RODS,
NAD 83 -- ILL EAST ZONE - U.S. FEET
1,723,134.404 N. 998,029.748 E.
CONC. MON. EL. 513.656 NGVD 1929
0+00 ML = 821+54.38 DL
RM 1 BRASS DISK 2.85' FROM SOUTH LOCKWALL FACE
LEAD PLUG W/ TACK
RM 2 BRASS DISK 2.96' FROM SOUTH LOCK WALL FACE
1,723,184.723 N. 998,466.148 E.
2014 ILWW-PS-1 pgs. 1-6
Conc. Mon.
UA "Rod4
L4A L4L5
R2 R1R3
L7L8 L6
RM2 RM1
UL
L3 L1
L2
A`
SCALE: 1'=100'-0"
PLAN - MONUMENT INSTALLATION
| B5IWLD04202101__B-601 |
| B5IWLD04202101-CAD_SHEET-2021-08-10-B-601 |
| B5IWLD04202101__B-602 |
| B5IWLD04202101-CAD_SHEET-2021-08-10-B-602 |
| B5IWLD04202101__B-603 |
| B5IWLD04202101-CAD_SHEET-2021-08-10-B-603 |
| B5IWLD04202101__B-604 |
| B5IWLD04202101-CAD_SHEET-2021-08-10-B-604 |
| B5IWLD04202101__B-605 |
| B5IWLD04202101-CAD_SHEET-2021-08-10-B-605 |
| B5IWLD04202101__B-606 |
| B5IWLD04202101-CAD_SHEET-2021-08-10-B-606 |
| B5IWLD04202101__B-607 |
| B5IWLD04202101-CAD_SHEET-2021-08-10-B-607 |
| B5IWLD04202101__B-608 |
| B5IWLD04202101-CAD_SHEET-2021-08-10-B-608 |
| B5IWLD04202101__B-609 |
| B5IWLD04202101-CAD_SHEET-2021-08-10-B-609 |
| B5IWLD04202101__B-610 |
| B5IWLD04202101-CAD_SHEET-2021-08-10-B-610 |
| B5IWLD04202101__B-611 |
| B5IWLD04202101-CAD_SHEET-2021-08-10-B-611 |
| B5IWLD04202101__B-612 |
| B5IWLD04202101-CAD_SHEET-2021-08-10-B-612 |
File details come from the government source that posted it. Updated .