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1"=100’
N
0 100 100 200FT
SCALE: 1’’= 100’
50
MATCH LINE SHEET G-2
MATCH LINE SHEET G-3
RIVIE
RA C
LU
B
N. IL
LIN
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T.
WESTFIE
LD B
LVD.
N. K
EN
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OD A
VE.
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LD B
LV
D.
GR
ACELAN
D AVE.
N. C
APIT
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BOULEVAR
D PLAC
E
WESTFIE
LD B
LV
D.
INDIA
NAP
OLIS W
ATE
R C
OM
PA
NY C
AN
AL
FLO
W
INDIA
NAPOLIS W
ATER C
OMPAN
Y C
AN
AL
FLO
W
W 54TH ST.
RIPPLE RD.
WIITE RIV
ER
BORING LOCATION PLAN
G-2153
K. SCHAEFER
C. NEUTZ
BORING LOCATION
LEGEND
AD-306A
345
D
C
B
A
5 4 3 2 1
A
B
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Project
Architect
Date
Engineer/
FILE:
DATE:
\\lrl-dfs1\organization\ED2\Public\CAD\civil\ina9\CADD\ina9g002.dgn
29-AUG-2011 07:26
B. JENNINGS, P.E.
PHASE 3BFLOOD DAMAGE REDUCTION PROJECT
INDIANAPOLIS, WHITE RIVER NORTH
191
C. ROBINSON
WW 238-12.3
SEPT. 2010
RE
AD
Y T
O A
DV
ER
TIS
E
TP-2
TP-14A
AD-14A
AD-205
AD-206
AD-14B
TP-14B
AD303
AD-304
AD-305
AD-306
AD-307
AD-308
AD-305C
AD-306C
715
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720
715710
710
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700
705 71
0
715
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710
710
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700
710
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711
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695
P
P
P
P
P
P
P
PP
P
PP
PP
P
715
715
715
715
720
700
705
705
710
PPP
PP
P
PPPPP
P
PPP
PP
PILE
P
715
715
715
720
715
715
710
705
710
705
P
POOL
POOL
P
PP
P
P
P
PP
P
CB CBCB CB CB
CB
CB
CB
CB
CB
CBCBCB
P
P
PP
P
715
715
705
705
710
705
700
710
CBCB
715
720
FIBER OPTICTRANSFORMER
FIBER OPTIC FIBER OPTIC100A100C100B111
WHIT
E R
IVE
R
WHIT
E RIV
ER
RIVIE
RA C
LU
B
FL
OW
FL
OW
FL
OW
FL
OW
LIFT STATION #507
CITY OF INDIANAPOLIS
72" RP
M
72" RP
M
INV. EL. 706.72
INV. EL. 706.09
N 1,677,766.63
E 188,875.36
ABAND
ONED
26" VCP
WATE
R W
OR
KS C
AN
AL
INDIA
NAP
OLIS D
EPT.
OF
WATER W
OR
KS C
AN
AL
INDIA
NAP
OLIS D
EPT. OF
ABANDONED 60" RCP
W
W
708
709
709
709
709
706
707
709
703
704 708
709
709
711
712
708
712711
709
708
707
707
708
709
709
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711
712
706
707
708
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713
714713
712
711
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716
711
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711
717
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718
718
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716
716717718
718
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719
719
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718
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718
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717
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718
718
718
711
711
711
718
719
7197
19
711
711
719
719
719
719
711
711
718
718
719
717
717
711
711
711
711
716
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714
708
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707 706
706
713
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719
719
721
722
721
722
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717 71
6
716
713
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714
716
713
711
712
714
714
714
716
716
717
716
696
696
696
696
699
697
701
703
706
707
W
W
W
1+00
1+00
0+00
3+00
4+00
12’
12’
SITE PLANC210 FOR ENLARGEDSTA 44+20, SEE SH.PUMP STATION NO.3
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
ENLARGED SITE PLANSEE SH. C209 FOR(LEVEE STA 30+80),PUMP STATION NO.2
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
35+00
36+00
40+00
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50+00
51+00
52+00
37+00
38+00
39+00
45+00
53+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
29+45
2+00
705
710
710
710
710
710
710
710
710
710
710
715
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715
715
715
720
720
720
720
720
720
720
720
720
720
720
710
715
710
715
715
0+00
1+00
2+00
3+00
4+00
4+71
1"=100’
N
0 100 100 200FT
SCALE: 1’’= 100’
50
MATCH LINE SHEET G-2
FLO
W
INDIA
NAPOLIS W
ATER C
OMPAN
Y C
AN
AL
CO
RNELIU
S A
VE.
WESTFIE
LD B
LV
D.
HIN
ESLE
Y A
VE.
W 53ND ST
WESTFIE
LD B
LV
D.
W 52ND ST
CO
RN
ELIU
S A
VE.
HIN
ES
LE
Y A
VE.
W 52ND ST
NEW MOD. I-WALL
BUTLER UNIVERSITY
BORING LOCATION PLAN
G-3
154
C. NEUTZ
K. SCHAEFER
BORING LOCATION
LEGEND
345
D
C
B
A
5 4 3 2 1
A
B
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Project
Architect
Date
Engineer/
FILE:
DATE:
\\lrl-dfs1\organization\ED2\Public\CAD\civil\ina9\CADD\ina9g003.dgn
29-AUG-2011 07:26
B. JENNINGS, P.E.
PHASE 3BFLOOD DAMAGE REDUCTION PROJECT
INDIANAPOLIS, WHITE RIVER NORTH
191
C. ROBINSON
WW 238-12.3
SEPT. 2010
RE
AD
Y T
O A
DV
ER
TIS
E
AD-204
AD-202
AD-203
AD309
AD-310
AD-311
AD-312
AD-313
"
715
715
715
715
715
715
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715 715
715
715
713
708
706
706
705
711
715
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710
705
705
715
725
730
735
745750
720
714
710
710
710
715
715
715
715 715
715
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715
705
705
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705
705
705
705
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705
715
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715
715
715
715
715
710
715
705
710
705
705
705
710
711
715
715
715
715
705
P
P
705
705
708
705
715
710
715
720
740
P
P
P
715
715
715
715
715
715
710
710
710
707
706
705
715
715
715
715
715
715
710
715
FIBER OPTIC
FL
OW
FL
OW
FL
OW
WATER W
OR
KS C
AN
AL
INDIA
NAP
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EPT. OF
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OR
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OF
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AN
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T.
OF
STORM SEWER
LOCATION OF
APPROXIMATE
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
714
713
712
718
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712
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11
718
713
716
716
716
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716
716
716
719
718
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
31+00
32+00
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34+00
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40+00
30+00
64+00
65+00
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68+00
76+00
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54+00
55+00
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61+00
62+00
63+00
69+00
70+0
0
71+00
72+00
73+00
74+00
75+00
41+00
S711 FOR DETAILS
NO. 4 SEE SH S710 AND
GATEWELL STRUCTURE
E
E
T
T
T
T
ENLARGED SITE PLAN)SEE SH. C211 FOR(LEVEE STA 67+60,PUMP STATION NO.4
UNIFIED SOIL CLASSIFICATION(INCLUDING IDENTIFICATION AND DESCRIPTION)
MAJOR DIVISIONSGROUP
SYMBOLS
FIELD IDENTIFICATION PROCEDURES
AND BASING FRACTIONS ON ESTIMATED WEIGHTS)
(EXCLUDING PARTICLES LARGER THAN 3 INCHESTYPICAL NAMES LABORATORY CLASSIFICATION CRITERIA
CO
AR
SE-G
RAIN
ED S
OIL
S
MO
RE T
HA
N H
ALF O
F M
AT
ERIA
L IS L
AR
GE
R T
HA
N N
O. 200 SIE
VE SIZ
E.
SA
ND
SG
RA
VE
LS
IS S
MA
LLE
R T
HA
N N
O.4 SIE
VE SIZ
E.
MO
RE T
HA
N H
ALF O
F C
OA
RS
E F
RA
CTIO
N
IS L
AR
GE
R T
HA
N N
O.4 SIE
VE SIZ
E.
MO
RE T
HA
N H
ALF O
F C
OA
RS
E F
RA
CTIO
N
WITH INCREASING PLASTICITY INDEX
TOUGHNESS AND DRY STRENGTH INCREASE
COMPARING SOILS AT EQUAL LIQUID LIMIT
A LIN
E
MH
&
OH
CL-ML
CL
ML
60
50
40
30
20
10
0 10 20 30 40 50 60 70 80 90
PL
AS
TICIT
Y C
HA
RT
LIQUID LIMIT
PLASTICITY CHART
FOR LABORATORY CLASSIFICATION OF FINE-GRAINED SOILS
7
4
TO T
HE N
O. 4 SIE
VE SIZ
E)
EQ
UIV
ALE
NT
IN. SIZ
E M
AY B
E U
SE
D A
S4
1(F
OR VIS
UA
L C
LA
SSIFIC
ATIO
N, T
HE
AM
OU
NT O
F FIN
ES)
(AP
PR
ECIA
BLE
SA
ND
S W
ITH FIN
ES
NO FIN
ES)
(LIT
TLE O
R
CLE
AN S
AN
DS
AM
OU
NT O
F FIN
ES)
(AP
PR
ECIA
BLE
GR
AV
ELS W
ITH FIN
ES
FIN
ES)
(LIT
TLE O
R N
O
CLE
AN G
RA
VE
LS
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.
(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
NONPLASTIC FINES OR FINES WITH PLASTICITY
(FOR IDENTIFICATION PROCEDURES SEE ML BELOW).
SEE CL BELOW).
PLASTIC FINES (FOR IDENTIFICATION PROCEDURES SIE
VE SIZ
E)
CO
AR
SE-G
RAIN
ED S
OIL
S A
RE C
LA
SSIFIE
D A
S F
OLL
OW
S:
DE
PE
NDIN
G O
N P
ER
CE
NT
AG
E O
F FIN
ES (F
RA
CTIO
N S
MA
LLE
R T
HA
N N
O. 200
DE
TE
RMIN
E P
ER
CE
NT
AG
ES O
F G
RA
VE
L A
ND S
AN
D F
RO
M G
RAIN-SIZ
E C
UR
VE.
5% T
O 1
2%
NO
RE T
HA
N 1
2%
LE
SS T
HA
N 5
%
US
E O
F D
UA
L S
YN
BO
LS.
BO
RD
ER
LIN
E C
AS
ES R
EQ
UIRIN
G
GM,
GC, S
M, S
C.
GW,
GP, S
W, S
P,
C = 60 GREATER THAN D
D10
U
C = 60 GREATER THAN D
D10
U
C = 30 BETWEEN ONE AND 3(D )
2
CD X D
10 60
C = 30 BETWEEN ONE AND 3(D )
2
CD X D
10 60
NOT MEETING ALL GRADATION REQUIREMENTS FOR SW
NOT MEETING ALL GRADATION REQUIREMENTS FOR GW
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
ABOVE ’’A’’ LINE WITH
PI BETWEEN 4 AND 7
ARE BORDERLINE CASES
REQUIRING USE OF DUAL
SYMBOLS.
SYMBOLS.
REQUIRING USE OF DUAL
ARE BORDERLINE CASES
PI BETWEEN 4 AND 7
HTCHED ZONE WITH
LIMITS PLOTTING IN
US
E G
RAIN-SIZ
E C
UR
VE I
N I
DE
NTIF
YIN
G T
HE F
RA
CTIO
NS A
S GIV
EN U
ND
ER FIE
LD I
DE
NTIFIC
ATIO
N.
FIN
E-G
RAIN
ED S
OIL
S
MO
RE T
HA
N H
ALF O
F M
AT
ERIA
L IS S
MA
LLE
R T
HA
N N
O. 200 SIE
VE SIZ
E.
SIL
TS A
ND C
LA
YS
SIL
TS A
ND C
LA
YS
LIQ
UID LIM
ITLIQ
UID LIM
IT
GR
EA
TE
R T
HA
N 5
0LE
SS T
HA
N 5
0
CLAYEY SILTS WITH SLIGHT PLASTICITY.
FLOUR, SILTY OR CLAYEY FINE SANDS OR
INORGANIC SILTS AND VERY FINE SANDS,ROCK
GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS,
LEAN CLAYS.
INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,
PLASTICITY.
ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW
FINE SANDY OR SILTY SOILS, ELASTIC SILTS.
INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS
INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS.
ORGANIC SILTS.
ORGANIC CLAYS OF MEDIUM TO HIGH PLASITICITY,
PEAT AND OTHER HIGHLY ORGANIC SOILS.
IDENTIFICATION PROCEDURES
ON FRACTION SMALLER THAN NO. 40 SIEVE SIZE.
DRY STRENGTH
(CRUSHING
CHARACTERISTICS)
DILATANCY
(REACTION
TO SHAKING) NEAR PL)
(CONSISTENCY
TOUGHNESS
NONE TO SLIGHT QUICK TO SLOW NONE
MEDIUM TO HIGHSLOW
NONE TO VERYMEDIUM
MEDIUM
SLIGHT TOSLOW SLIGHT
SLOW TO NONEMEDIUM
SLIGHT TO
MEDIUM
SLIGHT TO
MEDIUM
SLIGHT TOMEDIUM TO HIGH
HIGH
HIGH TO VERYNONE HIGH
SLOW
NONE TO VERY
FREQUENTLY BY FIBROUS TEXTURE.
READILY IDENTIFIED BY COLOR, ODOR, SPONGY FEEL AND
GW
GP
GM
GC
SW
SP
SM
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.
SC
ML
CL
OL
MH
CH
OH
PT
TH
E N
O. 200 SIE
VE SIZ
E IS A
BO
UT T
HE S
MA
LLE
ST P
AR
TIC
LE VISIB
LE T
O T
HE N
AK
ED E
YE.
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.
1
2
3
4
5
6 .
.
.
.
.
.
GENERAL NOTES
T = TOP SOIL
= FILL
OB = OVERBURDEN (SEE GENERAL NOTE 4)
SS = SANDSTONE
SH = SHALE
SLS = SILTSTONE
LS = LIMESTONE
F
CO = COAL
UC = UNDERCLAY
IC = INDURATED CLAY
DOL = DOLOMITE
CON = CONGLOMERATE
OTZ = QUARTZ
LT = LIGHT
GRAV = GRAVEL OR GRAVELLY
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.
KNIFE; CANNOT BE SCRATCHED WITH FINGERNAIL.
MODERATELY HARD- CAN BE SCRATCHED EASILY WITH
HARD- DIFFICULT TO SCRATCH WITH KNIFE.
VERY HARD- CANNOT BE SCRATCHED WITH KNIFE.
SEVERE WEATHERING
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,
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
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
10
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.
CONTENT OF MATERIAL ON DATE MADE.
WATER CONTENT (WC) AS SHOWN ON GRAPHIC LOG REPRESENTS THE MOISTURE
DOUBLE ASTERISK.
TIME OF DRILLING. THE ELEVATION MAY HAVE CHANGED SINCE THAT TIME.
TOP OF GROUND SHOWN ON THE GRAPHIC LOGS IS THE ELEVATION AT THE
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
7
8
9
10
11
12
13
14
.
.
.
.
.
.
.
.
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’
METHOD OF EXPLORATION FOR EXAMPLE: DC=DRIVE SAMPLER AND CORE BORING.
THE LETTER DESIGNATION USED BEFORE BORING NUMBER INDICATES THE
CH
VEL
S
A
C
D
F
U
W
T
TP
R
P
= SEISMIC
POWER AUGER
= CORE BORING
= DRIVE SAMPLER
= FISHTAIL
= UNDISTURBED DENSION
= WASH BORING
= TRENCH
= TEST PIT
= ROCK BIT
=
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
SPOON SAMPLER USING A 140# HAMMER WITH A 30’’ DROP, UNLESS OTHERWISE
RQD = ROCK QUALITY DESIGNATION
= VERTICAL JOINT
= CAVITY (OPEN
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
SP S = UNDISTURBED SHELBY TUBE
A = AUGER
F = FISHTAIL
U = UNDISTURBED DENISON
CU = UNDISTURBED CUBE
C = CORE
SAMPLE TYPE
4
6
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
SOME EVIDENCE OF ROCK STRUCTURE
TERMS FOR THICKNESS OF ROCK BEDDING
SOIL DESCRIPTIVE TERMS
GRN = GREEN
NUM
TR
HD
=
=
=
TRACE
HARD CMTD
MOT
=
=
CEMENTED
MOTTLED
BOH
TOR
=
=
=
BOTTOM OF HOLE
TOP OF ROCK
STAIN, STAINEDST
ANG
RND
=
=
ANGULAR
ROUNDED
6
NUMEROUS
MED = MEDIUM
NUM
TR
HD
=
=
=
TRACE
HARD
NUMEROUSNUMEROUS
VIS
WT
=
=
=
=
=
=
=
=
=
=
=
=
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
SANDS AND 5 - 8
31+
Soft
Hard
CLAYS 9 - 15
16 - 30
GRAVELS 31 - 50
SANDS AND 11 - 30
NONE
SOIL CLASSIFICATION
G-4155
K. SCHAEFER
C. NEUTZ
= STANDARD PENETRATION TEST
345
D
C
B
A
5 4 3 2 1
A
B
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Project
Architect
Date
Engineer/
FILE:
DATE:
\\lrl-dfs1\organization\ED2\Public\CAD\civil\ina9\CADD\ina9g004.dgn
29-AUG-2011 07:27
B. JENNINGS, P.E.
PHASE 3BFLOOD DAMAGE REDUCTION PROJECT
INDIANAPOLIS, WHITE RIVER NORTH
191
C. ROBINSON
WW 238-12.3
SEPT. 2010
RE
AD
Y T
O A
DV
ER
TIS
E
BORING LOGS
G-10
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
705.3 AUGER, NO SAMPLE
LEAN CLAY, DARK BROWN, MOIST, STIFF
BOTTOM OF HOLE AT 5.0’
CL
1 S 2.0 1.3
BORING N0. AD-302A SHEET 1 OF 1
1. PROJECT 11. DATUM FOR ELEVATION
INDY NORTH PHASE IIIB SHOWN (TBM OR MSL)
2. LOCATION N E
189239.860
3. DRILLING AGENCY 12. DRILL METHOD
STANTEC SAMPLE & AUGER
4. NAME OF DRILLER13. ELEVATION TOP OF HOLE
STEVE BRADFORD
5. DRILL TYPE14. TOTAL NUMBER CORE BOXES
CME 45 TRACK
6. THICKNESS OF OVERBURDEN 15. ELEVATION GROUND WATER
7. DEPTH DRILLED INTO ROCK16. DATE HOLE
STARTED
4/2/09
COMPLETED
4/3/088. TOTAL DEPTH OF HOLE
5
9. DIRECTION OF HOLE 17. INSPECTOR
ADAM SMITHVERTICAL INCLINED DEG. FROM VERT
LRL FORM 1202 PREVIOUS EDITIONS ARE OBSOLETE.PROJECT INDY NORTH PHASE IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-302A
ELEVATIONCLASSIFICATION
OF MATERIALSLE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
712.7 AUGER, NO SAMPLE
LEAN CLAY, DARK BROWN, MOIST, MEDIUM STIFF.
BOTTOM OF HOLE AT 7.0’
CL
1 S 2.0 1.6
BORING N0. AD-306A SHEET 1 OF 1
1. PROJECT 11. DATUM FOR ELEVATION
INDY NORTH PHASE IIIB SHOWN (TBM OR MSL)
2. LOCATION N E
188901.704
3. DRILLING AGENCY 12. DRILL METHOD
STANTEC AUGER DRILL AND SAMPLE
4. NAME OF DRILLER13. ELEVATION TOP OF HOLE
S. BRADFORD
5. DRILL TYPE14. TOTAL NUMBER CORE BOXES
CME 45 TRACK
6. THICKNESS OF OVERBURDEN 15. ELEVATION GROUND WATER
7. DEPTH DRILLED INTO ROCK16. DATE HOLE
STARTED
4/7/09
COMPLETED
4/7/098. TOTAL DEPTH OF HOLE
7
9. DIRECTION OF HOLE 17. INSPECTOR
ADAM SMITHVERTICAL INCLINED DEG. FROM VERT
LRL FORM 1202 PREVIOUS EDITIONS ARE OBSOLETE.PROJECT INDY NORTH PHASE IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-306A
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
AD-302A, AD-306A
161
1679452.222
705.3
702.3
700.3 707.7
705.7
712.7
1677601.222
K. SCHAEFER
C. NEUTZ
345
D
C
B
A
5 4 3 2 1
A
B
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Project
Architect
Date
Engineer/
FILE:
DATE:
\\lrl-dfs1\organization\ED2\Public\CAD\civil\ina9\CADD\ina9g010.dgn
29-AUG-2011 07:27
B. JENNINGS, P.E.
PHASE 3BFLOOD DAMAGE REDUCTION PROJECT
INDIANAPOLIS, WHITE RIVER NORTH
191
C. ROBINSON
WW 238-12.3
SEPT. 2010
RE
AD
Y T
O A
DV
ER
TIS
E
NONE
AD-14A, TP-14A, TP-2, AD-206
BORING LOGS
PROJECT INDY NORTH (WARFLEIGH) LEVEE
DATE START:07/20/93 COMPLETE:07/20/93
DRILLING AGENCY ATEC ASSOCIATES INC
DRILLER:E. BATES INSPECTOR:
DRILL TYPE:
DRILL METHOD: HSA
THICKNESS OF OVERBURDEN: 30
DEPTH CORED INTO ROCK:
TOTAL DEPTH OF BORING: 30.0’
DIR. OF BORING X VERT. INCLINED DEG
SURFACE ELEVATION: 710.00’
DATUM FOR ELEVATION
ELEV. SOIL CLASSIFICATION
SURFACE COVER-
US
CS C
LA
SSIFIC
ATIO
N
BL
OW
S P
ER 6-I
NC
H
RE
CO
VE
RY
SA
MP
LE N
UM
BE
R
SA
MP
LE T
YP
E
MOIS
TU
RE C
ON
TE
NT (
%)
GR
OU
ND
WA
TE
R-F
LUID L
OS
S
LABORATORY
RESULTS
AND
REMARKS
DE
PT
H S
CA
LE (F
T)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
SHEET 1 OF 1
680.0 BORING TERMINATED
710.0
SCMOIST, MED. DENSE
704.0
SPBROWN F. SAND, MOIST - WET, MED.DENSE
699.0
CLGRAY, VERY SANDY CLAY, WET, STIFF
694.0
SP
689.0
CL
684.0
CLGRAY SILTY CLAY (TILL), MOIST - WET,
V. STIFF
1
6
7
7
142
7
7
8
3
2
2
3
4
3
3
4
5
1
2
2
6
1
2
7
7
5
4
10
8
6
10
18
99
11
5
5
10
7
9
18
1211
12
10
21
12
50
4
INSTRUMENT INSTALLED NONE
CONCRETE PLUG
50
100
100
100
100
100
100
100
100
100
100
100
BROWN SAND W/ TR. GRAVEL, MOIST,MED. DENSE
BROWN SILTY CLAY W/ SAND SEAM, WET,V. STIFF
GRADATION
MAX GRAV SAND FINE
.75" 22 47
BROWN CLAYEY SAND W/ OCC. GRAVEL,
16
12
21
29
62
16
14
27
25
20
31
A
DS
A
A
A
A
DS
DS
DS
DS
DS
DS
DS
DS
A
A
A
A
A
A
A
DS
DS
DS
BORING NO. TP-14A
DATE START:12/08/93 COMPLETE:12/08/93
DRILLING AGENCY GLOBAL CONTRACTORS
DRILLER: S. WILSON INSPECTOR: HB
DRILL METHOD:
THICKNESS OF OVERBURDEN:
DEPTH CORED INTO ROCK:
TOTAL DEPTH OF BORING: 7.2’
DIR. OF BORING X VERT. INCLINED DEG
INSTRUMENT INSTALLED NONE
SURFACE ELEVATION: 710.0’
ELEV. SOIL CLASSIFICATION
SURFACE COVER-
US
CS C
LA
SSIFIC
ATIO
N
BL
OW
S P
ER 6-I
NC
H
RE
CO
VE
RY
SA
MP
LE N
UM
BE
R
SA
MP
LE T
YP
E
MOIS
TU
RE C
ON
TE
NT (
%)
GR
OU
ND
WA
TE
R-F
LUID L
OS
S
LABORATORY
RESULTS
AND
REMARKS
DE
PT
H S
CA
LE (F
T)
1
2
3
4
5
6
7
BORING NO. TP-14A
SHEET 1 OF 1
710.0
CL709.8
F
SANDY GRAVELS - SOFT, LOOSE
705.0
SC
NO GROUND WATER
*SEE MAP -
RIVERA CLUB
200’ SW OF
CLUB HOUSE
1
DATUM FOR ELEVATION CONTOUR
DRILL TYPE: CASE 580 SUPER E
BAG
PIT DID NOT CAVE
IN
FILL - CLAYEY W/ ASPHALT,
BRN. CLAYEY SAND /W TR. GRAVEL, DAMP
702.8 BOTTOM OF PIT
GRAVEL SAND FINE
GRADATION
9 46 45
PROJECT WARFLEIGH LEVEE, WHITE RIVER, IN.
CL
BORING NO. AD-14A
BORING NO. AD-14A
BORING NO. TP-2PROJECT WARFLEIGH LEVEE, INDIANAPOLIS
DATE START: 2/24/94 COMPLETE: 2/24/94
DRILLING AGENCY GLOBAL CONTRACTORS
DRILL METHOD: BACK HOE
THICKNESS OF OVERBURDEN:
DEPTH CORED INTO ROCK:
TOTAL DEPTH OF BORING: 11.0’
DIR. OF BORING X VERT. INCLINED DEG
INSTRUMENT INSTALLED NONE
SURFACE ELEVATION: 713.0’
ELEV. SOIL CLASSIFICATION
SURFACE COVER-
US
CS C
LA
SSIFIC
ATIO
N
BL
OW
S P
ER 6-I
NC
H
RE
CO
VE
RY
SA
MP
LE N
UM
BE
R
SA
MP
LE T
YP
E
MOIS
TU
RE C
ON
TE
NT (
%)
GR
OU
ND
WA
TE
R-F
LUID L
OS
S
LABORATORY
RESULTS
AND
REMARKS
DE
PT
H S
CA
LE (F
T)
1
2
3
4
5
6
7
8
9
10
BORING NO. TP-2SHEET 1 OF 1
702.0 BORING TERMINATED
713.0
F
GC
GP
FILL - BRN V GRAVELLY CLAY /W LARGE
MED ROUNDED GRAVEL, WASTE CONCRETE
SLABS, ASPHALT FRAGMENTS - MOSTLY
GRAVELLY CLAY FILL
707.0
CLLT BRN GRAVELLY CLAY, DAMP , SOFT -
PROBABLY ORIGINAL CLAYS
1 B
*STATION 9+40,
RT 130’. ABOUT
30’ FROM EDGE OF
CANAL JUST UNDER
EDGE OF TREES.
FROM PUMP STATION
BUILDING 145’
SOUTH, (FROM EAST
SIDE OF BUILDING)
2 B NO GROUND WATER
DRILLER:K. DICKERSON INSPECTOR: HB
DATUM FOR ELEVATION CONTOUR
DRILL TYPE: CASE 580E /W 36" BUCKET
BORING NO. AD-206PROJECT INDY NORTH, RIVIERA CLUB
DATE START:09/09/98 COMPLETE:09/09/98
DRILLING AGENCY FMSM
DRILLER: CANTRILL INSPECTOR: CROUCH
DRILL TYPE: CME 45C #2
DRILL METHOD: AUGER & SPT
THICKNESS OF OVERBURDEN: 32.0
DEPTH CORED INTO ROCK: 0.6
TOTAL DEPTH OF BORING: 32.6’
DIR. OF BORING X VERT. INCLINED DEG
INSTRUMENT INSTALLED NONE
SURFACE ELEVATION: 709.50’
DATUM FOR ELEVATION
ELEV. SOIL CLASSIFICATION
SURFACE COVER-
US
CS C
LA
SSIFIC
ATIO
N
BL
OW
S P
ER 6-I
NC
H
RE
CO
VE
RY
SA
MP
LE N
UM
BE
R
SA
MP
LE T
YP
E
MOIS
TU
RE C
ON
TE
NT (
%)
GR
OU
ND
WA
TE
R-F
LUID L
OS
S
LABORATORY
RESULTS
AND
REMARKS
DE
PT
H S
CA
LE (F
T)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
BORING NO. AD-206SHEET 1 OF 1
709.5
FBROWN SILTY CLAY W/ OCC. CRUSHED STONE
AND COBBLES, MOIST, HARD
702.5
CLBROWN SANDY SILTY CLAY, MOIST, V STIFF
696.0
SP/
GP
COARSE SAND AND GRAVEL, MOIST, MED DENSE
TO DENSE
681.6
CLBROWN SILTY CLAY W/ TR. CRUSHED STONE,
STIFF
677.5
TOP OF ROCK
A
1 DS
10
25
35
A
2 DS
28
31
33
A
3 DS
14
16
8
A
4 DS
7
8
9
A
5 DS
14
14
16
A
6 DS
12
12
10
A
7 DS
8
8
10
A
8 DS
8
8
12
A
9 DS
9
13
24
A
10 DS
18
6
21
A
11 DS
6
6
6
A
12 DS
7
7
4
>-PARTIAL LOSS OF DRILL FLUID
676.9
BORING TERMINATED
G-14
165
K. SCHAEFER
C. NEUTZ
LOCATION: N 1677906.840 E 188912.500 LOCATION: N 1677906.840 E 188912.500
LOCATION: N 1678382.794 E 188874.168
LOCATION: N 1677931.799 E 189118.293
SYMBOLS: - WATER LEVEL AT COMPLETION
345
D
C
B
A
5 4 3 2 1
A
B
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Project
Architect
Date
Engineer/
FILE:
DATE:
\\lrl-dfs1\organization\ED2\Public\CAD\civil\ina9\CADD\ina9g014.dgn
29-AUG-2011 07:27
B. JENNINGS, P.E.
PHASE 3BFLOOD DAMAGE REDUCTION PROJECT
INDIANAPOLIS, WHITE RIVER NORTH
191
C. ROBINSON
WW 238-12.3
SEPT. 2010
RE
AD
Y T
O A
DV
ER
TIS
E
BORING LOGS
G-16
AD-305
167
K. SCHAEFER
C. NEUTZ
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
LEAN CLAY, LIGHT BROWN, MOIST, MED STIFFNESS, WITH
ROOTS AND ORGANICS IN UPPER!
GRAVELLY LEAN CLAY W/ SAND, DARK BROWN MOIST, SOFT
TO MED. STIFF
GRAVELLY SAND, COARSE GRAINED, LIGHT BROWN, POORLY
GRADED, LOOSE, WET, SUBROUNDED TO ROUNDED WITH
GRAVELS GREATER THAN 3"
SANDY LEAN CLAY, DARK BROWN, WET, SOFT TO MED STIFF
CL
CL
SP
CL
1
ST 1
2
ST 2
3
4
5
6
7
8
9
10
11
P
S
P
S
P
P
P
P
P
P
P
P
P
2
3
2
DP
500
2
2
2
DP
500
4
2
1
3
2
2
4
2
2
5
4
4
5
4
3
3
2
3
WH
WH
WH
WH
2
2
3
5
21
14
16
36
30
25
27
23
28
30
27
1.5
2.0
1.5
2.0
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
0.7
1.3
0.5
1.3
1.2
0.4
0.9
0.7
0.8
1.0
1.5
1.4
1.0
COBBLE BLOCK
@ 4.0’
BORING N0. AD305 SHEET OF 3
1. PROJECT 11. DATUM FOR ELEVATION
INDY NORTH IIIB SHOWN (TBM OR MSL)
2. LOCATION N E
3. DRILLING AGENCY 12. DRILL METHOD
STANTEC SAMPLE & AUGER
4. NAME OF DRILLER13. ELEVATION TOP OF HOLE
D JESSIE
5. DRILL TYPE14. TOTAL NUMBER CORE BOXES
CME 45 TRUCK 1
6. THICKNESS OF OVERBURDEN 15. ELEVATION GROUND WATER44.5’ 7.0’
7. DEPTH DRILLED INTO ROCK16. DATE HOLE
117’ STARTED
5/13/09
COMPLETED
5/13/098. TOTAL DEPTH OF HOLE
56.2
9. DIRECTION OF HOLE 17. INSPECTOR
ADAM SMITHVERTICAL INCLINED DEG. FROM VERT
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT INDY NORTH IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD305
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
693.8
689.3
685.3
683.8
680.3
678.8
675.3
GRAVELLY SAND, COARSE GRAINED, LIGHT BROWN, POORLY
GRADED, MED. DENSE, WET, SUBROUNDED TO ROUNDED WITH
GRAVELS GREATER THAN 2"
AUGER W/O SAMPLE
GRAVELLY SAND CONT’D
AUGER W/O SAMPLE
GRAVELLY SAND CONT’D
GRAVELLY LEAN CLAY W/ SAND, BROWN, MOIST, STIFF
SP
SP
SP
SP
12
13
14
15
16
17
P
P
P
P
P
P
4
3
6
6
11
8
9
4
9
3
10
11
10
10
15
14
6
9
15
10
16
18
18
10
1.5
1.5
1.5
1.5
1.5
1.5
0.8
1.4
1.2
1.1
1.4
1.1
BORING LOG (CONT SHEET) ELEVATION TOP OF HOLE HOLE NO. AD305
SHEET
1. PROJECT INDY NORTH IIIB OF 3 SHEETS
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT INDY NORTH IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD305
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
673.8
669.8
658.1
TOR @ 44.5 /BEGAN CORING
LIMESTONE, LIGHT GRAY, MED. BEDDED, HARD, MICRO
CRYSTALLINE
BOTTOM OF HOLE @ 56.2’
LS
RUN1
RUN2
RUN3
R
R
R
10
2.5
5.0
4.0
2.5
100
100
76
48
93
BORING LOG (CONT SHEET) ELEVATION TOP OF HOLE HOLE NO. AD305
SHEET
1. PROJECT INDY NORTH IIIB OF 3 SHEETS
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT INDY NORTH IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD305
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
32
1
705.8
707.3
712.8
714.3
714.3
1677675.532 188838.181
714.3 714.3
345
D
C
B
A
5 4 3 2 1
A
B
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Project
Architect
Date
Engineer/
FILE:
DATE:
\\lrl-dfs1\organization\ED2\Public\CAD\civil\ina9\CADD\ina9g016.dgn
29-AUG-2011 07:27
B. JENNINGS, P.E.
PHASE 3BFLOOD DAMAGE REDUCTION PROJECT
INDIANAPOLIS, WHITE RIVER NORTH
191
C. ROBINSON
WW 238-12.3
SEPT. 2010
RE
AD
Y T
O A
DV
ER
TIS
E
NONE
BORING LOGS
G-17
AD-305-C
168
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
708.2
707.8
704.3
700.8
699.9
DECK TO WATER
WATER TO CANAL BOTTOM
SILT, BLACK, SOME GRAVEL, WET, EXTRA SOFT.
LEAN CLAY, GRAY TO BROWN WITH GRAY, MOIST, MEDIUM
STIFF, SAND AND GRAVEL INCREASE, PIECE OF RUBBER AT
END OF SHELBY TUBE.
SANDY SILT, BROWN, WET, MEDIUM STIFF.
LEAN CLAY, BROWN AND GRAY, MOTTLED, MOIST, MEDIUM
STIFF, SANDY ZONES, LARGE GRAVELS AT INTERFACE.
SAND WITH GRAVEL, BROWN, WET, MEDIUM DENSE.
MEDIUM TO COURSE GRAINED.
ML
CL
SM
CL
GP-
SP
1
2
3
4
5
6
P
S
S
P
P
P
4
3
3
3
5
6
6
8
10
13
15
16
1.5
2.0
2.0
1.5
1.5
1.5
1.5
2.0
1.9
1.2
0.6
0
POCKET PENETROMETER = 1.25
PP = 1.0
DRILLER NOTED GRAVELS,
PROBABLY DROVE COBBLE.
BORING N0. AD-305C SHEET 1 OF 3
1. PROJECT 11. DATUM FOR ELEVATION
SHOWN (TBM OR MSL)
MSL
2. LOCATION N E
3. DRILLING AGENCY 12. DRILL METHOD
3 1/4" ID H.S.A
4. NAME OF DRILLER13. ELEVATION TOP OF HOLE
R. WARREN 713.3
5. DRILL TYPE14. TOTAL NUMBER CORE BOXES
DIEDRICH D-50 SKID
6. THICKNESS OF OVERBURDEN 15. ELEVATION GROUND WATER711
7. DEPTH DRILLED INTO ROCK16. DATE HOLE
0 STARTED
12/3/09
COMPLETED
24/4/098. TOTAL DEPTH OF HOLE
41
9. DIRECTION OF HOLE 17. INSPECTOR
J. BLACKVERTICAL INCLINED DEG. FROM VERT
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-305C
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
685.8
TRACES OF SOME SILT
LARGE GRAVEL IN RECOVERY.
NO MORE SILT
SILTY SAND, VERY FINE TO MEDIUM GRAINED, BROWN TO
GRAY, WET, MEDIUM DENSE TO DENSE, OCCASIONAL
GRAVEL.
SM
7
8
9
10
11
12
P
P
P
P
P
P
9
11
11
17
10
9
9
12
12
9
10
14
14
10
11
8
14
16
1.5
1.5
1.5
1.5
1.5
1.5
0.8
0.2
0.7
1.0
0.8
1.2
CLAY LENS AT 35.0 TO 35.2
BORING LOG (CONT SHEET) ELEVATION TOP OF HOLE 713.3 HOLE NO. AD-305C
SHEET 2
1. PROJECT OF 3 SHEETS
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-305C
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
673.3
672.3
LEAN CLAY, MODERATE TO HIGH PLASTIC, GRAY, MOIST,
MEDIUM STIFF, OCCASIONAL GRAVEL.
AUGGER REFUSAL/BOTTOM OF HOLE.
BACKFILL: 7 BUCKETS OF BENTONITE PELLETS, SOUNDED
TO TOP, COMPRESSED TOP WITH WEIGHT OF PLUG.
* RUBBER ON AUGER NOTED WHEN PULLED.
CL-
CH
13 P
5
50+/5" 1 0.9
BORING LOG (CONT SHEET) ELEVATION TOP OF HOLE 713.3 HOLE NO. AD-305C
SHEET 3
1. PROJECT OF 3 SHEETS
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-305C
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
1677654.097 188854.143
K. SCHAEFER
C. NEUTZ
345
D
C
B
A
5 4 3 2 1
A
B
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Project
Architect
Date
Engineer/
FILE:
DATE:
\\lrl-dfs1\organization\ED2\Public\CAD\civil\ina9\CADD\ina9g017.dgn
29-AUG-2011 07:27
B. JENNINGS, P.E.
PHASE 3BFLOOD DAMAGE REDUCTION PROJECT
INDIANAPOLIS, WHITE RIVER NORTH
191
C. ROBINSON
WW 238-12.3
SEPT. 2010
RE
AD
Y T
O A
DV
ER
TIS
E
NONE
BORING LOGS
G-18
AD-306-C
169
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
690.8 POORLY GRADED SAND WITH SILT AND GRAVEL, BROWN,
WET, MEDIUM DENSE, GRAVEL IN LAYERS.
SP-
SM
10
11
12
13
14
15
P
P
P
P
P
P
8
10
8
14
10
11
16
10
9
12
9
9
10
10
10
11
10
12
1.5
1.5
1.5
1.5
1.5
1.5
1.2
0.9
1.0
0.8
1.0
1.0
BORING LOG (CONT SHEET) ELEVATION TOP OF HOLE 713.3 HOLE NO. AD-306C
SHEET 2
1. PROJECT OF 3 SHEETS
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-306C
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
673.3
670.1
LEAN CLAY, MEDIUM TO HIGHLY PLACTICY, GRAY BROWN,
MOIST, STIFF, GRAVEL AND SAND LENS, HIGHLY WEATH.
BORING TERMINATED AT 43.2 FEET.
CL
16
17
P
P
4
6
7
50+
1.5 1.3
<0.1
BORING LOG (CONT SHEET) ELEVATION TOP OF HOLE 713.3 HOLE NO. AD-306C
SHEET 3
1. PROJECT OF 3 SHEETS
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-306C
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
709.3
708.3
706.3
703.3
702.6
700.8
DECK TO WATER.
WATER TO CANAL BOTTOM.
SILT, BLACK TO GRAY, WET, VERY SOFT, SOME GRAVEL.
LEAN CLAY, BROWN WITH LITTLE GRAY,MOIST, SOFT,
TRACE SAND.
SILTY SANDY CLAY, GRAY TO DARK GRAY, TRACE GRAVEL,
ORGANIC SMELL, WET, MEDIUM DENSE.
CLAYEY SAND, BROWN, WET, MEDIUM DENSE, O.Z. CLAY
LAYER.
SAND WITH GRAVELS, BROWN, WET, MEDIUM DENSE, SOME
SILT.
WELL GRADED SAND WITH SILT AND GRAVEL, BROWN, WET,
MEDIUM DENSE, GRAVEL IN LAYERS.
GM
SC
CL
SC
GM-
SM
SW-
SM
1
2
3
4
5
6
7
8
9
P
S
S
P
P
P
P
1
2
1
4
11
10
8
8
8
8
8
9
12
6
7
1.5
2
1.3
1.5
1.5
1.5
1.5
1.5
2
0
1.3
1.4
0.7
0.8
BORING N0. AD-306C SHEET 1 OF 3
1. PROJECT 11. DATUM FOR ELEVATION
SHOWN (TBM OR MSL)
MSL
2. LOCATION N E
3. DRILLING AGENCY 12. DRILL METHOD
3 1/4" ID H.S.A
4. NAME OF DRILLER13. ELEVATION TOP OF HOLE
R. WARREN 713.3
5. DRILL TYPE14. TOTAL NUMBER CORE BOXES
DIEDRICH D-50 SKID
6. THICKNESS OF OVERBURDEN 15. ELEVATION GROUND WATER711
7. DEPTH DRILLED INTO ROCK16. DATE HOLE
0 STARTED
12/2/09
COMPLETED
12/3/098. TOTAL DEPTH OF HOLE
43.2
9. DIRECTION OF HOLE 17. INSPECTOR
J. BLACKVERTICAL INCLINED DEG. FROM VERT
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-306C
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
1677620.883 188886.891
K. SCHAEFER
C. NEUTZ
345
D
C
B
A
5 4 3 2 1
A
B
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Project
Architect
Date
Engineer/
FILE:
DATE:
\\lrl-dfs1\organization\ED2\Public\CAD\civil\ina9\CADD\ina9g018.dgn
29-AUG-2011 07:27
B. JENNINGS, P.E.
PHASE 3BFLOOD DAMAGE REDUCTION PROJECT
INDIANAPOLIS, WHITE RIVER NORTH
191
C. ROBINSON
WW 238-12.3
SEPT. 2010
RE
AD
Y T
O A
DV
ER
TIS
E
BORING LOGS
G-19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
686.9
683.4
681.9
678.4
676.9
673.4
AUGER, NO SAMPLE
GRAVELLY SAND, CONTINUED
AUGER, NO SAMPLE
GRAVELLY SAND, CONTINUED
AUGER, NO SAMPLE
SP
SP
SW
15
16
17
18
19
20
21
P
P
P
P
P
P
P
46
6
1
5
7
8
10
10
16
13
8
8
22
9
9
18
20
7
18
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.1
1.5
1.5
1.5
BORING LOG (CONT SHEET) ELEVATION TOP OF HOLE 712.4 HOLE NO. AD-306
SHEET 2
1. PROJECT INDY NORTH PHASE IIIB OF 3 SHEETS
LRL FORM 1202 PREVIOUS EDITIONS ARE OBSOLETE.PROJECTINDY NORTH PHASE IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-306
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
712.4
710.9
709.0
707.9
703.4
TOPSOIL
MEDIUM STIFF.
STIFF.
GRAVELLY SAND, MEDIUM COARSE GRAINED, LIGHT BROWN,POORLY GRADED, MEDIUM DENSE TO LOOSE, MOIST TO WET,SUBROUNDED TO SUBANGULAR WITH GRAVELS LESS THAN1.5"
OH
CL
SP
CL
SP
1
2
3
4
5
6
7
8
9
10
11
12
13
14
P
P
P
P
P
P
P
P
P
P
P
P
P
1
1
1
1
1
1
3
3
3
2
3
4
4
4
7
2
4
6
1
2
4
4
5
6
6
10
9
8
8
10
6
7
6
4
8
8
2
4
5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.1
0.5
1.2
1.2
.9
.7
1.0
1.1
1.3
1.5
1.0
1.4
0.9
COBBLE BLOCK AT 2.0’
WATER AT 13.2’
BORING N0. AD-306 SHEET 1 OF 3
1. PROJECT 11. DATUM FOR ELEVATION
INDY NORTH PHASE IIIB SHOWN (TBM OR MSL)
TBM
2. LOCATION N E
188901.704
3. DRILLING AGENCY 12. DRILL METHOD
STANTEC AUGER DRILL AND SAMPLE
4. NAME OF DRILLER13. ELEVATION TOP OF HOLE
S. BRADFORD 712.4
5. DRILL TYPE14. TOTAL NUMBER CORE BOXES
CME 45 TRACK 1
6. THICKNESS OF OVERBURDEN 15. ELEVATION GROUND WATER44.8 13.2
7. DEPTH DRILLED INTO ROCK16. DATE HOLE
10.1 STARTED
4/6/09
COMPLETED
4/7/098. TOTAL DEPTH OF HOLE
55.1
9. DIRECTION OF HOLE 17. INSPECTOR
ADAM SMITHVERTICAL INCLINED DEG. FROM VERT
LRL FORM 1202 PREVIOUS EDITIONS ARE OBSOLETE.PROJECTINDY NORTH PHASE IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-306
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
671.9
667.6667.4
657.3
AUGER, NO SAMPLE
ROCK FRAGMENTS
MUDSTONE)
BOTTOM OF HOLE
LSLS
22
1
1
R
R
22
50+ .2
9.1
1
.2
9.1
1
46.2
50
TOP OF ROCK AT 44.8
BORING LOG (CONT SHEET) ELEVATION TOP OF HOLE 712.4 HOLE NO. AD-306
SHEET 3
1. PROJECT INDY NORTH PHASE IIIB OF 3 SHEETS
LRL FORM 1202 PREVIOUS EDITIONS ARE OBSOLETE.PROJECTINDY NORTH PHASE IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-306
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
AD-306
170
1677601.222
K. SCHAEFER
C. NEUTZ
VERY SOFT TOGRAVELLY LEAN CLAY, DARK BROWN, MOIST,
LIGHT BROWN,GRAVELLY SAND, MEDIUM COARSE GRAINED,
POORLY GRADED, LOOSE,
MOIST, SUBROUNDED TO ANGULAR
TOLEAN CLAY, DARK BROWN, MOIST, MEDIUM STIFF
TO GRAY,SAND, MEDIUM COARSE GRAINED, LIGHT BROWN
WELL GRADED,VERY DENSE, WET,SUBROUNDED.
TO VERYLIMESTONE, LIGHT GRAY, MEDIUM BEDDED, HARD
HARD, CALCAREOUS, NON-CRYSTALLINE,
(CALCAREOUS
345
D
C
B
A
5 4 3 2 1
A
B
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Project
Architect
Date
Engineer/
FILE:
DATE:
\\lrl-dfs1\organization\ED2\Public\CAD\civil\ina9\CADD\ina9g019.dgn
29-AUG-2011 07:27
B. JENNINGS, P.E.
PHASE 3BFLOOD DAMAGE REDUCTION PROJECT
INDIANAPOLIS, WHITE RIVER NORTH
191
C. ROBINSON
WW 238-12.3
SEPT. 2010
RE
AD
Y T
O A
DV
ER
TIS
E
NONE
BORING NO. AD-203PROJECT INDY NORTH, TOW PATH SECTION
DATE START:09/17/98 COMPLETE:09/17/98
DRILLING AGENCY FMSM
DRILLER: CANTRILL INSPECTOR: CROUCH
DRILL TYPE: CME 45C #2
DRILL METHOD: AUGER & SPT
THICKNESS OF OVERBURDEN: 27.0
DEPTH CORED INTO ROCK: 0.6
TOTAL DEPTH OF BORING: 27.6’
DIR. OF BORING X VERT. INCLINED DEG
INSTRUMENT INSTALLED NONE
SURFACE ELEVATION: 714.70’
DATUM FOR ELEVATION
ELEV. SOIL CLASSIFICATION
SURFACE COVER-
US
CS C
LA
SSIFIC
ATIO
N
BL
OW
S P
ER 6-I
NC
H
RE
CO
VE
RY
SA
MP
LE N
UM
BE
R
SA
MP
LE T
YP
E
MOIS
TU
RE C
ON
TE
NT (
%)
GR
OU
ND
WA
TE
R-F
LUID L
OS
S
LABORATORY
RESULTS
AND
REMARKS
DE
PT
H S
CA
LE (F
T)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
BORING NO. AD-203SHEET 1 OF 1
714.7
GWDGA714.3
F
FILL: BROWN CLAYEY SAND AND SILTY SANDY
CLAY W/ GRAVEL, DRY, MED DENSE AND
V STIFF
705.9
SP/
SW
COARSE SAND AND GRAVEL, MOIST, MED DENSE
TO DENSE
697.7
SW/
GWSAND AND GRAVEL
688.9
SHGRAY WEATHERED SHALE W/ TR. SILT, MOIST,
HARD
687.7
TOP OF ROCK
A
11.00 DS
12
8
8
A
21.00 DS
5
11
12
A
30.90 DS
0
0
0
A
40.30 DS
12
14
14
A
51.10 DS
13
14
16
A
60.90 DS
11
18
22
A
70.00 DS
13
14
20
A
80.00 DS
12
21
24
A
90.00 DS
22
22
15
A
101.30 DS
9
19
30
>-PARTIAL LOSS OF DRILL FLUID
687.1
BORING TERMINATED
BORING NO. AD-204PROJECT INDY NORTH, TOW PATH SECTION
DATE START:09/16/98 COMPLETE:09/16/98
DRILLING AGENCY FMSM
DRILLER: CANTRILL INSPECTOR: CROUCH
DRILL TYPE: CME 45C #2
DRILL METHOD: AUGER & SPT
THICKNESS OF OVERBURDEN: 34.1
DEPTH CORED INTO ROCK: 0.3
TOTAL DEPTH OF BORING: 34.4’
DIR. OF BORING X VERT. INCLINED DEG
INSTRUMENT INSTALLED NONE
SURFACE ELEVATION: 715.50’
DATUM FOR ELEVATION
ELEV. SOIL CLASSIFICATION
SURFACE COVER-
US
CS C
LA
SSIFIC
ATIO
N
BL
OW
S P
ER 6-I
NC
H
RE
CO
VE
RY
SA
MP
LE N
UM
BE
R
SA
MP
LE T
YP
E
MOIS
TU
RE C
ON
TE
NT (
%)
GR
OU
ND
WA
TE
R-F
LUID L
OS
S
LABORATORY
RESULTS
AND
REMARKS
DE
PT
H S
CA
LE (F
T)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
BORING NO. AD-204SHEET 1 OF 1
715.5
GWDGA715.0
FBROWN SANDY CLAY W/ TR. GRAVEL, MOIST,
STIFF TO V STIFF
706.9
SW/
SM
COARSE SAND TO SILTY SAND AND GRAVEL,
WET, MED DENSE TO DENSE
701.9
CLGRAY SILTY CLAY, MOIST, HARD TO V STIFF
699.6
SPGRAY COARSE TO FINE SAND, MOIST TO WET,
MED DENSE
694.7
CLGRAY SILTY TO SANDY CLAY, MOIST,
V STIFF TO HARD
681.7
SHWEATHERED SHALE, MOIST, HARD681.4
TOP OF ROCK
A
10.90 DS
7
7
9
A
21.00 DS
7
8
9
A
30.80 DS
7
11
11
A
40.40 DS
13
18
21
A
51.40 DS
18
18
21
A
61.10 DS
12
12
14
A
71.00 DS
11
9
9
A
81.40 DS
8
11
18
A
91.30 DS
7
7
11
A
101.40 DS
7
9
13
A
111.30 DS
9
15
21
A
121.00 DS
15
26
42
A
131.50 DS
18
26
45
>-PARTIAL LOSS OF DRILL FLUID
681.1
BORING TERMINATED
AD-203, AD-204, AD-205
BORING LOGS
G-20
171
K. SCHAEFER
C. NEUTZ
LOCATION: N 1674941.372 E 186542.965 LOCATION: N 1675518.237 E 186955.881
SYMBOLS: - WATER LEVEL AT COMPLETION
SYMBOLS: - WATER LEVEL AT COMPLETION
BORING NO. AD-205PROJECT INDY NORTH, TOW PATH SECTION
DATE START:09/16/98 COMPLETE:09/16/98
DRILLING AGENCY FMSM
DRILLER: CANTRILL INSPECTOR: CROUCH
DRILL TYPE: CME 45C #2
DRILL METHOD: AUGER & SPT
THICKNESS OF OVERBURDEN: 32.0
DEPTH CORED INTO ROCK: 0.4
TOTAL DEPTH OF BORING: 32.4’
DIR. OF BORING X VERT. INCLINED DEG
INSTRUMENT INSTALLED NONE
SURFACE ELEVATION: 716.00’
DATUM FOR ELEVATION
ELEV. SOIL CLASSIFICATION
SURFACE COVER-
US
CS C
LA
SSIFIC
ATIO
N
BL
OW
S P
ER 6-I
NC
H
RE
CO
VE
RY
SA
MP
LE N
UM
BE
R
SA
MP
LE T
YP
E
MOIS
TU
RE C
ON
TE
NT (
%)
GR
OU
ND
WA
TE
R-F
LUID L
OS
S
LABORATORY
RESULTS
AND
REMARKS
DE
PT
H S
CA
LE (F
T)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
BORING NO. AD-205SHEET 1 OF 1
716.0
GWDGA715.6
FBROWN CLAYEY SAND, DRY, HARD
710.2
SP/
GP
MEDIUM TO COARSE SAND AND GRAVEL, MOIST
TO WET, MED DENSE TO V DENSE
684.0
TOP OF ROCK
A
11.10 DS
15
22
25
A
21.30 DS
18
18
22
A
31.30 DS
10
10
18
A
41.00 DS
6
6
9
A
51.40 DS
6
9
12
A
60.90 DS
9
7
9
A
71.10 DS
7
7
11
A
81.50 DS
7
9
11
A
91.40 DS
6
6
7
A
101.30 DS
21
21
33
A
111.50 DS
14
18
18
A
121.40 DS
21
21
33
>-PARTIAL LOSS OF DRILL FLUID
683.6
BORING TERMINATED
LOCATION: N 167349.871 E 188501.210
SYMBOLS: - WATER LEVEL AT COMPLETION
345
D
C
B
A
5 4 3 2 1
A
B
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Project
Architect
Date
Engineer/
FILE:
DATE:
\\lrl-dfs1\organization\ED2\Public\CAD\civil\ina9\CADD\ina9g020.dgn
29-AUG-2011 07:27
B. JENNINGS, P.E.
PHASE 3BFLOOD DAMAGE REDUCTION PROJECT
INDIANAPOLIS, WHITE RIVER NORTH
191
C. ROBINSON
WW 238-12.3
SEPT. 2010
RE
AD
Y T
O A
DV
ER
TIS
E
BORING LOGS
G-21
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
BOTTOM OF HOLE
15
16
17
18
P
P
P
P
2
5
7
2
2
2
14
26
8
6
7
10
1.5
1.5
1.5
1.5
.7
.5
1.1
1.5
COBBLE BLOCK AT 21.5’
BORING LOG (CONT SHEET) ELEVATION TOP OF HOLE HOLE NO. AD-307
SHEET 2
1. PROJECT INDY NORTH PHASE IIIB OF 2 SHEETS
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT INDY NORTH PHASE IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-307
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
714.8 TOPSOIL
GRAVELLY SAND, MEDIUM COARSE GRAINED, LIGHT BROWNTO BROWN, POORLY GRADED, LOOSE TO DENSE, MOIST TO
WET, SUBROUNDED TO ROUNDED, WITH GRAVELS LESS THAN
1.5" AND OCCASIONAL CLAYEY LENSES THROUGHOUT LESS
THAN 0.1’
OCCASIONAL CLAYEY LENSES STOP AT 12.0’
OH
SP1/2
3
4
5
6
7
8
9
10
11
12
13
14
P
P
P
P
P
P
P
P
P
P
P
P
P
3
6
6
4
2
4
2
4
3
2
4
3
2
3
3
3
3
1
1
1
2
2
2
2
2
6
7
3
4
5
2
6
6
2
4
7
7
9
9
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.0
1.0
.9
1.3
1.2
.8
1.1
.9
.7
1.2
.7
1.5
WATER AT 12.1
COBBLE BLOCK AT 17.2’
BORING N0. AD-307 SHEET 1 OF 2
1. PROJECT 11. DATUM FOR ELEVATION
INDY NORTH PHASE IIIB SHOWN (TBM OR MSL)
2. LOCATION N E
188444.656
3. DRILLING AGENCY 12. DRILL METHOD
STANTEC AUGER DRILL AND SAMPLE
4. NAME OF DRILLER13. ELEVATION TOP OF HOLE
S. BRADFORD
5. DRILL TYPE14. TOTAL NUMBER CORE BOXES
CME 45 TRACK
6. THICKNESS OF OVERBURDEN 15. ELEVATION GROUND WATER12.1
7. DEPTH DRILLED INTO ROCK16. DATE HOLE
STARTED
4/7/09
COMPLETED
4/7/098. TOTAL DEPTH OF HOLE
25.5
9. DIRECTION OF HOLE 17. INSPECTOR
A. SMITHVERTICAL INCLINED DEG. FROM VERT
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT INDY NORTH PHASE IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-307
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
AD-307
172
1677142.176
714.8
714.8
714.0
689.3
K. SCHAEFER
C. NEUTZ
345
D
C
B
A
5 4 3 2 1
A
B
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Project
Architect
Date
Engineer/
FILE:
DATE:
\\lrl-dfs1\organization\ED2\Public\CAD\civil\ina9\CADD\ina9g021.dgn
29-AUG-2011 07:27
B. JENNINGS, P.E.
PHASE 3BFLOOD DAMAGE REDUCTION PROJECT
INDIANAPOLIS, WHITE RIVER NORTH
191
C. ROBINSON
WW 238-12.3
SEPT. 2010
RE
AD
Y T
O A
DV
ER
TIS
E
BORING LOGS
G-22
AD-308
173
K. SCHAEFER
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
717.8 TOPSOIL
SAND WITH GRAVEL, MEDIUM COARSE GRAINED, LIGHT
BROWN, WELL GRADED, VERY LOOSE TO LOOSE DRY TO
MOIST, SUBROUNDED TO ROUNDED WITH SUBROUNDED GRAVEL
LESS THAN 1".
GRAVELLY LEAN CLAY, DARK BROWN, MOIST, MEDIUM STIFF
TO STIFF
GRAVELLY SAND, MEDIUM COARSE GRAINED, GRAY TO LIGHT
BROWN, POORLY GRADED, LOOSE TO MEDIUM DENSE, MOIST
TO ????, SUBROUNDED TO ROUNDED WITH ANGULAR TO
SUBROUNDED GRAVEL LESS THAN 2.5".
OH
SW
CL
SP
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
P
P
P
P
P
P
P
P
P
P
P
P
P
WH
WH
WH
WH
1
2
1
2
2
1
3
4
3
3
6
5
7
5
4
4
3
3
6
6
5
8
10
3
6
6
5
8
6
6
9
10
5
6
6
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
0.5
1.1
.9
.9
1.3
.6
1.3
1.1
1.2
.8
0.0
1.5
.8
COBBLE BLOCK AT 0.4
COBBLE BLOCK AT 8.3’
WATER AT 13.5’
COBBLE BLOCK AT 15.0’, NO
RECOVERY
BORING N0. AD-308 SHEET 1 OF 2
1. PROJECT 11. DATUM FOR ELEVATION
INDY NORTH PHASE IIIB SHOWN (TBM OR MSL)
2. LOCATION N E
188078.298
3. DRILLING AGENCY 12. DRILL METHOD
STANTEC AUGER DRILL AND SAMPLE
4. NAME OF DRILLER13. ELEVATION TOP OF HOLE
S. BRADFORD
5. DRILL TYPE14. TOTAL NUMBER CORE BOXES
CME 45 TRACK
6. THICKNESS OF OVERBURDEN 15. ELEVATION GROUND WATER13.5
7. DEPTH DRILLED INTO ROCK16. DATE HOLE
STARTED
4/7/09
COMPLETED
4/7/098. TOTAL DEPTH OF HOLE
25.5
9. DIRECTION OF HOLE 17. INSPECTOR
A. SMITHVERTICAL INCLINED DEG. FROM VERT
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT INDY NORTH PHASE IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-308
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
BOTTOM OF HOLE
17
18
19
20
P
P
P
P
6
9
8
4
4
4
7
9
10
8
10
13
1.5
1.5
1.5
1.5
1.4
1.2
1.3
1.3
BORING LOG (CONT SHEET) ELEVATION TOP OF HOLE HOLE NO. AD-308
SHEET 2
1. PROJECT INDY NORTH PHASE IIIB OF 2 SHEETS
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT INDY NORTH PHASE IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-308
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
1676604.425
717.8
717.8
692.3
708.1
713.1
717.5
345
D
C
B
A
5 4 3 2 1
A
B
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Project
Architect
Date
Engineer/
FILE:
DATE:
\\lrl-dfs1\organization\ED2\Public\CAD\civil\ina9\CADD\ina9g022.dgn
29-AUG-2011 07:28
B. JENNINGS, P.E.
PHASE 3BFLOOD DAMAGE REDUCTION PROJECT
INDIANAPOLIS, WHITE RIVER NORTH
191
C. ROBINSON
WW 238-12.3
SEPT. 2010
RE
AD
Y T
O A
DV
ER
TIS
E
BORING LOGS
G-23
AD-309
174
K. SCHAEFER
C. NEUTZ
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
716.3 SAND, MEDIUM COARSE GRAINED, DARK BROWN, WELL
GRADED, VERY LOOSE, MOIST, SUBROUNDED TO ROUNDED.
SANDY LEAN CLAY, LIGHT BROWN, MOIST, MEDIUM STIFF
GRAVELLY SAND, MEDIUM COARSE GRAINED, GRAY TO LIGHT
BROWN, POORLY GRADED, DENSE, MOIST TO WET,
SUBROUNDED TO ROUNDED WITH ANGULAR TO SUBROUNDED
GRAVELS LESS THAN 2".
SW
CL
SP
1
2
3
4
5
6
7
8
9
10
11
12
13
14
P
P
P
P
P
P
P
P
P
P
P
P
P
1
1
1
1
2
3
1
4
5
7
11
14
9
11
9
9
11
10
5
8
9
7
8
7
5
8
7
5
7
11
6
9
10
16
16
14
7
9
12
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.4
1.0
1.2
1.3
1.3
1.2
1.5
1.5
1.1
1.4
1.1
1.5
1.4
WATER AT 12.0’
BORING N0. AD-309 SHEET 1 OF 2
1. PROJECT 11. DATUM FOR ELEVATION
INDY NORTH PHASE IIIB SHOWN (TBM OR MSL)
2. LOCATION N E
187776.573
3. DRILLING AGENCY 12. DRILL METHOD
STANTEC AUGER DRILL AND SAMPLE
4. NAME OF DRILLER13. ELEVATION TOP OF HOLE
S. BRADFORD
5. DRILL TYPE14. TOTAL NUMBER CORE BOXES
CME 45 TRACK
6. THICKNESS OF OVERBURDEN 15. ELEVATION GROUND WATER12.0
7. DEPTH DRILLED INTO ROCK16. DATE HOLE
STARTED
4/8/09
COMPLETED
4/8/098. TOTAL DEPTH OF HOLE
25.5
9. DIRECTION OF HOLE 17. INSPECTOR
A. SMITHVERTICAL INCLINED DEG. FROM VERT
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT INDY NORTH PHASE IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-309
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
BOTTOM OF HOLE AT 25.5’
15
16
17
18
P
P
P
P
8
9
6
7
8
7
15
13
13
5
9
13
1.5
1.5
1.5
1.5
1.0
0.7
1.5
1.5
BORING LOG (CONT SHEET) ELEVATION TOP OF HOLE HOLE NO. AD-309
SHEET 2
1. PROJECT INDY NORTH PHASE IIIB OF 2 SHEETS
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT INDY NORTH PHASE IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-309
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
1676242.055
716.3
716.3
714.6
711.8
690.8
345
D
C
B
A
5 4 3 2 1
A
B
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Project
Architect
Date
Engineer/
FILE:
DATE:
\\lrl-dfs1\organization\ED2\Public\CAD\civil\ina9\CADD\ina9g023.dgn
29-AUG-2011 07:28
B. JENNINGS, P.E.
PHASE 3BFLOOD DAMAGE REDUCTION PROJECT
INDIANAPOLIS, WHITE RIVER NORTH
191
C. ROBINSON
WW 238-12.3
SEPT. 2010
RE
AD
Y T
O A
DV
ER
TIS
E
BORING LOGS
G-24
AD-310
175
K. SCHAEFER
C. NEUTZ
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
712
TOPSOIL
LEAN CLAY, DARK BROWN, MOIST, STIFF
GRAVELLY SAND, MEDIUM COARSE GRAINED, POORLY
GRADED, LOOSE TO MEDIUM DENSE, MOIST TO WET, WITH
ANGULAR TO SUBROUNDED GRAVELS.
FAT CLAY, DARK BROWN WET, VERY STIFF, SILTY ZONES
FAT CLAY (CONTINUED)
CL
SP
CH
1
2
3
4
5
6
7
8
9
10
11
12
13
14
P
P
P
P
P
P
P
P
P
P
P
P
P
1
2
3
3
4
5
3
3
5
8
5
5
5
10
11
6
8
12
5
8
8
6
8
8
5
8
11
7
8
9
7
6
9
6
8
10
8
8
9
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
0.4
0.8
0.6
0.9
1.1
1.2
1.5
1.5
1.0
1.4
1.0
1.5
1.1
COBBLE BLOCK AT 0.4’
WATER AT 7.5’
BORING N0. AD-310 SHEET 1 OF 2
1. PROJECT 11. DATUM FOR ELEVATION
INDY NORTH PHASE IIIB SHOWN (TBM OR MSL)
2. LOCATION N E
187302.434
3. DRILLING AGENCY 12. DRILL METHOD
STANTEC AUGER DRILL AND SAMPLE
4. NAME OF DRILLER13. ELEVATION TOP OF HOLE
S. BRADFORD
5. DRILL TYPE14. TOTAL NUMBER CORE BOXES
CME 45 TRACK
6. THICKNESS OF OVERBURDEN 15. ELEVATION GROUND WATER7.5
7. DEPTH DRILLED INTO ROCK16. DATE HOLE
STARTED
4/8/09
COMPLETED
4/8/098. TOTAL DEPTH OF HOLE
25.5
9. DIRECTION OF HOLE 17. INSPECTOR
A. SMITHVERTICAL INCLINED DEG. FROM VERT
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT INDY NORTH PHASE IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-310
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
BOTTOM OF HOLE AT 25.5’
15
16
17
18
P
P
P
P
7
7
9
7
9
9
8
9
10
5
10
8
1.5
1.5
1.5
1.5
1.1
1.5
1.3
1.1
BORING LOG (CONT SHEET) ELEVATION TOP OF HOLE HOLE NO. AD-310
SHEET 2
1. PROJECT INDY NORTH PHASE IIIB OF 2 SHEETS
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT INDY NORTH PHASE IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-310
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
1675745.861
713.5
713.5
710.5
694.8
688.0
345
D
C
B
A
5 4 3 2 1
A
B
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Project
Architect
Date
Engineer/
FILE:
DATE:
\\lrl-dfs1\organization\ED2\Public\CAD\civil\ina9\CADD\ina9g024.dgn
29-AUG-2011 07:28
B. JENNINGS, P.E.
PHASE 3BFLOOD DAMAGE REDUCTION PROJECT
INDIANAPOLIS, WHITE RIVER NORTH
191
C. ROBINSON
WW 238-12.3
SEPT. 2010
RE
AD
Y T
O A
DV
ER
TIS
E
BORING LOGS
G-25
AD-311
176
K. SCHAEFER
C. NEUTZ
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
713.2 TOPSOIL
GRAVELLY SAND, MEDIUM COARSE GRAINED LIGHT BROWN,
POORLY GRADED, LOOSE, MOIST, SUBROUNDED TO ROUNDED
SANDY LEAN CLAY
ASPHALT, FILL MATERIAL
GRAVELLY SAND, MEDIUM COARSE GRAINED, LIGHT BROWN,
POORLY GRADED, MEDIUM TO DENSE, MOIST, SUBROUNDED
TO ROUNDED, WITH ANGULAR TO SUBROUNDED GRAVEL LESS
THAN 2".
SANDY SILT, GRAY, MOIST TO WET, MEDIUM TO DENSE,
WITH VERY FINE GRAINED SAND LENSES THROUGHOUT.
SILTY FAT CLAY, GRAY TO DARK BROWN, VERY STIFF,
MOIST
OH
FILL
FILL
FILL
SP
ML
CH
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
P
P
P
P
P
P
P
P
P
P
P
P
P
5
2
3
2
3
3
5
8
6
7
11
7
7
12
22
12
13
13
13
14
12
9
15
22
13
15
10
15
19
22
15
20
16
15
18
22
7
11
13
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.2
1.2
1.4
1.3
1.5
0.7
1.1
1.2
0.5
1.1
1.1
0.7
1.5
COBBLE BLOCK AT 12.5’
BORING N0. AD-311 SHEET 1 OF 2
1. PROJECT 11. DATUM FOR ELEVATION
INDY NORTH PHASE IIIB SHOWN (TBM OR MSL)
2. LOCATION N E
3. DRILLING AGENCY 12. DRILL METHOD
STANTEC AUGER DRILL AND SAMPLE
4. NAME OF DRILLER13. ELEVATION TOP OF HOLE
S. BRADFORD
5. DRILL TYPE14. TOTAL NUMBER CORE BOXES
CME 45 TRACK
6. THICKNESS OF OVERBURDEN 15. ELEVATION GROUND WATER7.5
7. DEPTH DRILLED INTO ROCK16. DATE HOLE
STARTED
4/8/09
COMPLETED
4/8/098. TOTAL DEPTH OF HOLE
25.5
9. DIRECTION OF HOLE 17. INSPECTOR
A. SMITHVERTICAL INCLINED DEG. FROM VERT
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT INDY NORTH PHASE IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-311
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
BOTTOM OF HOLE AT 25.5’
17
18
19
20
P
P
P
P
15
18
11
14
16
17
10
12
15
11
17
16
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.4
BORING LOG (CONT SHEET) ELEVATION TOP OF HOLE HOLE NO. AD-311
SHEET 2
1. PROJECT INDY NORTH PHASE IIIB OF 2 SHEETS
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT INDY NORTH PHASE IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-311
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
1675268.437 186887.335
713.2
713.2
712.8
711.7
709.7
708.5
705.7
695.2
687.7
345
D
C
B
A
5 4 3 2 1
A
B
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Project
Architect
Date
Engineer/
FILE:
DATE:
\\lrl-dfs1\organization\ED2\Public\CAD\civil\ina9\CADD\ina9g025.dgn
29-AUG-2011 07:28
B. JENNINGS, P.E.
PHASE 3BFLOOD DAMAGE REDUCTION PROJECT
INDIANAPOLIS, WHITE RIVER NORTH
191
C. ROBINSON
B. DORSCH
WW 238-12.3
SEPT. 2010
RE
AD
Y T
O A
DV
ER
TIS
E
BORING LOGS
G-26
AD-312
177
K. SCHAEFER
C. NEUTZ
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
TOPSOIL
SANDY LEAN CLAY WITH GRAVEL, LIGHT BROWN, MOIST,
MEDIUM STIFF TO STIFF
GRAVELLY SAND, MEDIUM COARSE GRAINED, LIGHT BROWN,
POORLY GRADED, DENSE, MOIST TO WET, SUBROUNDED TO
ROUNDED, WITH GRAVELS LESS THAN 2. 5".
SANDY SILT, GRAY, WET, MEDIUM TO DENSE.
SAND, MEDIUM COARSE GRAINED, GRAY, WET.
FAT CLAY, DARK GRAY, WET, HARD TO VERY STIFF WITH
SILTY ZONES THROUGHOUT.
OH
CL
SP
ML
SP
CH
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
P
P
P
P
P
P
P
P
P
P
P
P
P
2
2
3
3
5
4
2
3
2
10
21
22
10
20
18
21
20
20
20
20
15
15
16
15
9
15
9
9
14
21
9
15
12
19
22
26
15
16
18
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.3
1.2
1.1
1.5
1.4
1.1
0.0
1.5
0.0
1.5
1.4
1.3
1.5
WATER AT 7.5’
NO RECOVERY, COBBLE BLOCK AT
9.0’
NO RECOVERY, COBBLE BLOCK AT
12.0’
BORING N0. AD-312 SHEET 1 OF 2
1. PROJECT 11. DATUM FOR ELEVATION
INDY NORTH PHASE IIIB SHOWN (TBM OR MSL)
2. LOCATION N E
187070.314
3. DRILLING AGENCY 12. DRILL METHOD
STANTEC AUGER DRILL AND SAMPLE
4. NAME OF DRILLER13. ELEVATION TOP OF HOLE
S. BRADFORD 714
5. DRILL TYPE14. TOTAL NUMBER CORE BOXES
CME 45 TRACK
6. THICKNESS OF OVERBURDEN 15. ELEVATION GROUND WATER7.5
7. DEPTH DRILLED INTO ROCK16. DATE HOLE
STARTED
4/9/09
COMPLETED
4/9/098. TOTAL DEPTH OF HOLE
25.5
9. DIRECTION OF HOLE 17. INSPECTOR
A. SMITHVERTICAL INCLINED DEG. FROM VERT
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT INDY NORTH PHASE IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-312
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
BOTTOM OF HOLE AT 25.5’
18
19
20
21
P
P
P
P
9
10
15
12
11
8
7
6
11
8
7
10
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
BORING LOG (CONT SHEET) ELEVATION TOP OF HOLE HOLE NO. AD-312
SHEET 2
1. PROJECT INDY NORTH PHASE IIIB OF 2 SHEETS
LRL FORM 1202PREVIOUS EDITIONS ARE OBSOLETE.
PROJECT INDY NORTH PHASE IIIB HOLE NO.
JUNE 2000 SYMBOLS: V - WATER LEVEL AT COMPLETION > - PARTIAL LOSS OF DRILL FLUID AD-312
ELEVATIONCLASSIFICATION
OF MATERIALS
LE
GE
ND
US
CS C
LA
SS
SA
MP
LE #
SA
MP
LE T
YP
E
BL
OW
S P
ER 6-I
NC
H
PE
NE
TR
ATIO
N
RE
CO
VE
RY
RQ
D
REMARKS
DE
PT
H S
CA
LE
1675144.986
714
714
713.4
709.5
703.0
696.9
696.4
688.5
345
D
C
B
A
5 4 3 2 1
A
B
*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Project
Architect
Date
Engineer/
FILE:
DATE:
\\lrl-dfs1\organization\ED2\Public\CAD\civil\ina9\CADD\ina9g026.dgn
29-AUG-2011 07:28
B. JENNINGS, P.E.
PHASE 3BFLOOD DAMAGE REDUCTION PROJECT
INDIANAPOLIS, WHITE RIVER NORTH
191
C. ROBINSON
WW 238-12.3
SEPT. 2010
RE
AD
Y T
O A
DV
ER
TIS
E
EAR
EAR
36 RCP
695594
36 RCP
695593
FILE: S:\proj\ina4\INA4C01.dgn
DATE: 13-Jan-99 15:55
C-1
INDIANAPOLIS WATER COMPANY CANAL
50 500 100’
SCALE: 1"=50’
NOTES:
4. FOR TYPICAL SECTION, SEE SHEET C-20.
5. FOR PROFILE, SEE SHEET C-16.
32+66| - 34+70.
STA. 0+00 - 26+32|, 26+80| - 32+16|
W/ TEXTURED CONCRETE FORM LINER
CAP OR MODIFIED SHEETPILE I-WALL
1. SHEETPILE W/ TEXTURED CONCRETE
2. NO WORK STA. 26+32| - 26+80| (52nd ST.).
3. SANDBAG CLOSURE STA.32+16| - 32+66| (53rd ST.)
CWL
CWL
CW
LCW
L
CWL
CWL
TO
WE
R
COPY
PERMIT
N
PLAN
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
*** SAFETY PAYS ***
IN-PROGRESS P & S
INDIANAPOLIS WATER COMPANY
CANAL TOWPATH
J. EMLY
C. JONES
D. SHAFFERC. ROBINSON
M. KING
12345
D
C
B
A
5 4 3 2 1
A
B
C
D
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Plot Date:
1"=50’
METRO INDIANAPOLIS NORTHLOCAL FLOOD PROTECTION PROJECT
N
PLAN KEY MAP
WHITE RIVER
INDIANAPOLIS WATER COMPANY CANAL
C-1
C-13
C-14
C-15
C-5
C-6
C-7C-8
C-9C-10 C-11
C-12C-2 C-3
C-4
THE ORIGINAL SCALE
HAVE BEEN REDUCED TO 1/2
ALL DRAWINGS IN THIS FOLIO
PHASE III
JAN 99A
D-200
AD-201
696.7
697.6
699.4
700
700.1
700.5
700.5
700.6
700.7
700.7
700.7
700.7
700.8
700.8
700.8
700.8
701.2
701.2
701.3
701.3
701.3
701.3
701.3
701.4
701.4
701.5
701.5
701.5
701.5
701.6 7
01.7
701.6
701.7
701.7
701.8
701.9
702.3
702.5
702.4
702.6
702.6
702.6
702.6
702.7
702.7
702.7
702.8
702.8
702.8
702.9
702.9
702.8
702.8
702.9
702.9
702.9
703.1
703.1
703.1
703.1
703.2
703.2
703.2
703.3
703.3
703.3
703.3
703.3
703.4
703.4
703.3
703.4
703.4
703.5
703.6
703.6
703.5
703.6
703.6
703.6
703.6
703.7
703.7
703.7
703.7
703.7
703.7
703.7
703.8
703.8
703.8
703.8
703.9
703.8
703.9
704.1
704.2
704.2
704.2
704.2
704.3
704.3
704.3
704.3
704.4
704.4
704.4
704.4
704.4
704.4
704.5
704.5
704.5
704.5
704.5
704.5
704.5
704.5
704.6
704.6
704.6
704.6
704.6
704.6
704.6
704.6
704.7
704.7
704.7
704.7
704.7
704.8
704.8
704.8
704.8
704.9
704.9
705
705
705
705
705
705
705
705
705
705.2
705
705.2
705.4
705.5
705.4
705.5
705.5
705.5
705.5
705.5
705.5
705.6
705.8
705.8
705.9
710
710
710
710
710
711
711
711
713.810
713.930
713.930
713.960
713.960
713.960
713.980
714.020
714.050
714.090
714.120
714.130
714.140
714.190
714.190
714.220
714.220
714.220
714.240
714.250
714.250
714.260
714.270
714.270
714.280
714.280
714.290
714.290
714.290
714.290
714.300
714.320
714.330
714.330
714.340
714.340
714.340
714.380
714.380
714.380
714.380
714.380
714.390
714.390
714.440
714.440
714.4
714.450
714.450
714.450
714.460
714.460
714.470
714.480
714.480
714.510
714.520
714.5
714.540
714.540
714.540
714.540
714.560
714.560
714.570
714.580
714.580
714.590
714.590
714.6
714.610
714.620
714.620714.650
714.650
714.670
714.670
714.7
714.720
714.730
714.730
714.780
714.800
714.840
714.840
714.860
715715
715
715
715.880
715.930
715.930
4+00
5+00
6+00
7+00
8+00
9+00
10
+00
Sta 3
+08.44
PI
Sta 6
+40.85
PI
Sta 8
+96.87
PI
Sta 10
+76.11
PI
B
B
B
72072
0
720
724.5
72572
5
725
3+00
730730
730
735
735
735
735
740
740
740
745
745
745
745
POWER GUY WIRE
750
750
750
750
755
755
755
759.776
0 760
760
760.8
760.9
762.6
763.2
765
765
765
769.4
770
770
2+00
1+00
rv=- 60
FLOW
MAT
CH
LIN
E S
HE
ET
C-2 ST
A 10
+00
C/L EGRESS
CWL
CONTRACTOR WORK LIMITS LEGEND
PLOT HALF SIZE VIEW(1) INA4C01 - INA4C15
PLOT FULL SIZE VIEW(5) INA4C01 - INA4C150
+00
Sta 0
+00.00
PO
B
B
EA
R
EAREAR
24" C
MP
36 RCP
695596
36
CIP
695595
36 RCP
695597
36 RCP
695598
FILE: S:\proj\ina4\INA4C02.dgn
DATE: 13-Jan-99 15:55
LEST
ER S
T.
CLARE
NDON RD.
C-2
INDIANAPOLIS WATER COMPANY CANAL
50 500 100’
SCALE: 1"=50’
CWL
CWL
NOTES:
4. FOR TYPICAL SECTION, SEE SHEET C-20.
5. FOR PROFILE, SEE SHEET C-16.
32+66| - 34+70.
STA. 0+00 - 26+32|, 26+80| - 32+16|
W/ TEXTURED CONCRETE FORM LINER
CAP OR MODIFIED SHEETPILE I-WALL
1. SHEETPILE W/ TEXTURED CONCRETE
2. NO WORK STA. 26+32| - 26+80| (52nd ST.).
3. SANDBAG CLOSURE STA.32+16| - 32+66| (53rd ST.)
CWL
CWL
CWL
CWL
PARKING
AREA
BL
EA
CH
ER
S
P
P
P
COPY
PERMIT
N
PLAN
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
*** SAFETY PAYS ***
IN-PROGRESS P & S
J. EMLY
C. JONES
D. SHAFFERC. ROBINSON
M. KING
INDIANAPOLIS WATER COMPANY
CANAL TOWPATH
12345
D
C
B
A
5 4 3 2 1
A
B
C
D
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Plot Date:
1"=50’
METRO INDIANAPOLIS NORTHLOCAL FLOOD PROTECTION PROJECT
N
PLAN KEY MAP
WHITE RIVER
INDIANAPOLIS WATER COMPANY CANAL
C-1
C-13
C-14
C-15
C-5
C-6
C-7C-8
C-9C-10 C-11
C-12C-2 C-3
C-4
THE ORIGINAL SCALE
HAVE BEEN REDUCED TO 1/2
ALL DRAWINGS IN THIS FOLIO
PHASE III
JAN 99
AD-201
697.6
699.6
700
700.6
701.6
702.4
702.5
702.7
702.8
702.8
702.8
702.9
702.9
703.2
703.2
703.2
703.2
703.2
703.2
703.2
703.3
703.3
703.5
703.5
703.4
703.5
703.5
703.5
703.5
703.5
703.5
703.6
703.6
703.6
703.6
703.7
703.7
703.7
703.7
703.8
704.1
704.1
704.2
704.3
704.3
704.3
704.3
704.4
704.4
704.4
704.4
704.4
704.4
704.5
704.5
704.5
704.5
704.6
704.7
704.6
704.7
704.8
704.8
704.8
704.8
704.9
705
705
705
705
705
705
705
705
705.1
705.1
705.1
705.1
705.1
705.2
705.2
705.2
705.1
705.1
705.2
705.2
705.2
705.3
705.3
705.3
705.3
705.4
705.4
705.4
705.4
705.4
705.5
705.5
705.5
705.5
705.6
705.5
705.6
705.6
705.6
705.6
705.6
705.6
705.7
705.6
705.7
705.7
705.7
705.7
705.8
705.8
705.8
705.8
705.8
705.9
705.8
705.9
705.9
705.9
706
706.0
706
706.1
706.1
706.1
706.1
706.1
706.1
706.2
706.2
706.2
706.2
706.2
706.2
706.2
706.2
706.3
706.4
706.4
706.4
706.4
706.4
706.4
706.4
706.4
706.5
706.5
706.5
706.5
706.6
706.6
706.6
706.7
706.7
706.7
706.7
706.8
706.9
707
707.1
707.1
707.1
707.1
707.1
707.1
707.2
707.4
707.4
707.5
707.6
707.6
707.6
707.6
707.7
707.7
707.7
707.8
707.8
707.8
708.5
708.8
709.4
709.5
709.6
709.7
710
710
710
710
710
711.2
711.4
712.1
712.1
712.3
712.4
712.4
712.8
713
713.1
713.2
713.2
713.2
713.3
713.4
713.4
713.4
713.5
713.4
713.5
713.6
713.6
713.6
713.6
P
713.7
713.8
713.8
713.8
713.8
713.9
713.9
713.9
713.9
714
P
714.150
714.150
714.180
714.210
714.210
714.220
714.250
714.260
714.280
714.280
714.320
714.320
714.340
714.360
714.360
714.360
714.360
714.380
714.380
714.380
714.380
714.390
714.400
714.400
714.400
714.410
714.430
714.440
714.440
714.450
714.450
714.470
714.470
714.470
714.480
714.480
714.480
714.480
714.480
714.490
714.510
714.510
714.520
714.520
714.520
714.520
714.530
714.530
714.530
714.540
714.540
714.6
714.6
714.580
714.580
714.580
714.580
714.580
714.590
714.590
714.610
714.620
714.630
714.630
714.630
714.630
714.640
714.7
714.7
714.650
714.650
714.660
714.660
714.660
714.670
714.670
714.680
714.700
714.700
714.700
714.710
714.710
714.710
714.720
714.7
714.740
714.750
714.750
714.760
714.760
714.770
714.780
714.780
714.790
714.790
714.800
714.810
714.840
714.940
714.950
714.960
715
715
715
715
715
715.410
715.420
715.420
715.560
715.910
715.920
716.030
716.240
716.340
716.350
716.810
716.850
10
+00
11
+00
12
+00
13
+00
14
+00
15
+00
16
+00
17
+00
18
+00
19
+00
20
+00
21
+00
22
+00
23
+00
24
+00
Sta 10
+76.11
PI
Sta 11
+40.32
PI
Sta 12
+07.18
PI
Sta 14
+54.03
PI
Sta 15
+32.71
PI
Sta 15
+83.08
PI
Sta 16
+48.22
PI
Sta 18
+22.29
PI
Sta 19
+30.08
PI
Sta 20
+64.33
PI
Sta 21
+18.54
PI
Sta 22
+13.51
PI Sta 23
+03.68
PI
BB B
B B B
B
B
B
B B BB
720
W.721.3
722.2
722.7
723.7
725
725
730
730
735
735
CWL
CONTRACTOR WORK LIMITS LEGEND
rv=- 60
FLOW
MAT
CH
LIN
E S
HE
ET
C-1
ST
A 10
+00
MAT
CH
LIN
E S
HE
ET
C-3 ST
A 24+
00
ABUTMENTABANDONED BRIDGE
15’15’
{ EGRESS
PLOT HALF SIZE VIEW(1) INA4C01 - INA4C15
PLOT FULL SIZE VIEW(5) INA4C01 - INA4C15
EAR
15" C
MP
18" R
CP
18" R
CP
12" C
MP
12" R
CP
12" R
CP
12" R
CP
EA
R
12" R
CP
15" R
CP
12" R
CP
12" R
CP
12" R
CP
12" R
CP
36 RCP
695600
36 RCP
695599
36 RCP
695598
15 VCP
697597
15 VCP
697596
15 VCP
697595
12
VCP
69017
8
15
VCP
697590
15
VC
P
690170
FILE: S:\proj\ina4\INA4C03.dgn
CLARE
NDON RD.
52nd STREET
BYRAM ST.
53rd STREET
BYRAM ST.
C-3
INDIANAPOLIS WATER COMPANY CANAL
50 500 100’
SCALE: 1"=50’
NOTES:
4. FOR TYPICAL SECTION, SEE SHEET C-20.
5. FOR PROFILE, SEE SHEET C-16.
32+66| - 34+70.
STA. 0+00 - 26+32|, 26+80| - 32+16|
W/ TEXTURED CONCRETE FORM LINER
CAP OR MODIFIED SHEETPILE I-WALL
1. SHEETPILE W/ TEXTURED CONCRETE
2. NO WORK STA. 26+32| - 26+80| (52nd ST.).
3. SANDBAG CLOSURE STA.32+16| - 32+66| (53rd ST.)
CWL
CWL
CWL
CWL
N
PLAN
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
*** SAFETY PAYS ***
IN-PROGRESS P & S
INDIANAPOLIS WATER COMPANY
CANAL TOWPATH
COPY
PERMIT
J. EMLY
C. JONES
D. SHAFFERC. ROBINSON
M. KING
12345
D
C
B
A
5 4 3 2 1
A
B
C
D
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Plot Date:
1"=50’
METRO INDIANAPOLIS NORTHLOCAL FLOOD PROTECTION PROJECT
N
PLAN KEY MAP
WHITE RIVER
INDIANAPOLIS WATER COMPANY CANAL
C-1
C-13
C-14
C-15
C-5
C-6
C-7C-8
C-9C-10 C-11
C-12C-2 C-3
C-4
THE ORIGINAL SCALE
HAVE BEEN REDUCED TO 1/2
ALL DRAWINGS IN THIS FOLIO
PHASE III
JAN 99
AD-204
703.5
704.0
704.1704.1
704.2
704.4
704.4
704.5
704.5
704.5
704.6
704.7
704.8
704.9
705
705
705
705
705.1
705.1
705
705.1
705.2
705.2
705.2
705.2
705.2
705.3
705.3
705.4
705.5
705.5
705.6
705.6
705.6
705.6
705.6
705.6
705.6
705.7
705.9
706.1
706.2
706.2
706.2
706.2
706.2
706.2
706.2
706.3
706.3
706.3
706.3
706.4
706.4
706.4
706.5
706.5
706.5
706.5706.6
706.7
706.7
706.7
706.7
706.7
706.8
706.8
706.8
706.8
706.8
706.9
707.1
707.1
707.1
707.1
707.1
707.1
707.2
707.2
707.2
707.3
707.3
707.3
707.4
707.5
707.5
707.5
707.6
707.6
707.6
707.6
707.6
707.7
707.7
707.7
707.8
707.8
707.8
707.8
707.9
708.1
708.1
708.2
708.2
708.3
708.3
708.3
708.3
708.3
708.3
708.4
708.4
708.5
708.4
708.4
708.5 708.5
708.6
708.6
708.7
708.7
708.7
708.8
708.9
708.9
SUNSE
T AVE.
709.1
709.2
709.2
709.3
709.3
709.4
709.4
709.5
709.4
709.5
708.1
709.6
709.7
709.7
709.8
709.9
710
710
710
710.010
710
710
710
710
710.110
710.2
710.2
710.3
710.3
710.3
710.3
710.3
710.4
710.5
710.4
710.4
710.6
710.6
710.7
710.7
710.7
711.0
711.1
711.1
711.1
711.3
711.3
711.4
711.5P
711.5
711.6
711.7
711.990
712.1
712.3
712.3
712.320
712.3
712.6
712.5
712.640
712.7
712.7
712.7
712.7
712.8
712.7
712.8
713.1
713.2
713.230
713.270
713.3
713.4
713.4
713.5
713.5
713.5
713.5
713.5
713.6
713.7
713.7
713.7
713.8
713.8
713.8
713.8
713.8
P
714.1
714.2
714.170
714.2
714.210
714.210
714.210
714.2
714.260
714.340
714.420
714.4
714.4
714.5
714.5
714.490
714.510
714.510
714.520
714.5
714.5
714.530
714.6
714.6
714.600
P
714.620
714.7
714.650
714.7
714.720
714.750
714.8
714.840
P
714.940
714.980
715
715
715
715
715
715
715
715
715
715
715
715
715
715 715
715
715
715
715
715
715
715
715.1
715.120
715.2
715.170
715.170
715.180
715.2
714.6
715.260
715.290
715.310
715.3
715.3
715.330
715.340
715.410
P
715.5
715.520
715.5
715.6
715.620
715.620
715.640
715.680 715.7
715.690
715.7
715.7
715.730
715.740
715.740
715.8
715.8
715.770
715.790
715.8
715.820
715.9
715.870
715.890
715.890
716.010
716.120
716.120
716.1
716.140
716.200
716.200
716.2
716.2
716.2
716.2
716.2
716.3
716.3
716.4
716.5
716.490
716.5
716.590
716.640
716.6
716.7
716.740
716.8
716.7
716.8
716.830
716.910
716.9
716.9
717.010
717.110
717.110
717.1
717.1
717.1
717.2
717.3
717.250
717.260 717.280
717.280
717.280
717.390
717.400
P
717.5
717.640
24
+00
25
+00
26
+00
27
+00
28
+00
29
+00
30
+00
31
+00
32
+00
Sta 24
+99.61
PI
Sta 26
+24.90
PI Sta 26
+67.82
PI Sta 27
+11.17
PI
Sta 29
+06.78
PI Sta 31
+35.04
PI
Sta 32
+16.93
PI
Sta 32
+66.85
PI
BB
BB
B
B B B
717.7
717.730
33
+00
717.790
717.800
717.8
717.880
34
+00
718.100
718.150
718.1
718.210
718.220
718.230
718.320
35
+00
718.3
718.370
718.370
35
+12
Sta 35
+11.60
PO
E
B
718.380 718.390
718.4
718.470
718.520
718.530
718.610
718.620
718.620
718.780
718.800
718.810719.030
719.080
719.2
719.6 719.8
CWL
CONTRACTOR WORK LIMITS LEGEND
rv=- 60
DATE: 13-Jan-99 15:56
POSTS
NEW GUARD
EXISTING WALL
FLOW
MAT
CH
LIN
E S
HE
ET
C-2 ST
A 24+
00
LIMITS OF
SANBAG
CLOSURE
PLOT HALF SIZE VIEW(1) INA4C01 - INA4C15
PLOT FULL SIZE VIEW(5) INA4C01 - INA4C15
NOTES:
EAR
EAR
0" UNK
87"X
102" U
NK
EA
REA
R
87"X
102" U
NK
EAR
36 RCP
690248
36 RCP
690249
36 RCP
690250
36 RCP
69017220 VCP
697551
20 VCP
697550
20
VCP
69017
4
18 VCP
697561
18 VCP
69019918 VCP
69756215 VCP
690147
18 VCP
697570
12
VC
P
690149
12
VC
P
690148
15
VC
P
690132
15 VCP6901
73
20
VCP
697554
20
VC
P
690187
MAT
CH
LIN
E S
HE
ET
C-5 ST
A 14
+40
12" TOE DRAIN
B
0+00
Sta 12
+10.51
PI
Sta 14
+23.25
PI
B
B
B
B
B
A
A A
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12
+00
13
+00
14
+00
15+00
Sta 0
+00.00
PO
B
Sta 2
+10.62
PI
Sta 2
+18.42
PI
Sta 7
+53.85
PI
Sta 9
+66.57
PI
Sta 11+01.92
PC
Sta 13
+10.38
PT
Sta 13
+41.28
PC
Sta 15+01.36
PT
Sta 15+56.47
PI
CATCH BASIN
HEADWALL W/FLAPGATE AND
NEW STORM DRAIN (18" RCP),
INST. NO. 74-72283
EXISTING SEWER EASEMENT
TYPE 7 CASTING
#MD TYPE "G" WITH
STANDARD DRAWING
CATCH BASIN IDOT
TANK LEACH FIELD
OF EXISTING SEPTIC
APPROXIMATE LOCATION
NEW 15" RCP
3 CU YARD RIPRAP PAD
1+00
CB
B
1+47
Curve Set Type: CIRCULAR
Radius: 301.557
Delta: 38°17’47.723"
Length: 201.561
Degree of Curvature(Arc): 19°00’00.000"
Tangent: 104.708
PI STA 12+10.51
RIPPLE R
OA
D
COPY
PERMIT
N
WARFLEIGHSOUTH WARFLEIGH SECTION
PLAN
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
*** SAFETY PAYS ***
IN-PROGRESS P & S
J. EMLY
C. JONES
D. SHAFFERC. ROBINSON
M. KING
C-4
12345
D
C
B
A
5 4 3 2 1
A
B
C
D
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
DrawingCode:
Sheetreferencenumber:
Sheet of
US Army Corps
of Engineers
Plot Date:
1"=50’
METRO INDIANAPOLIS NORTHLOCAL FLOOD PROTECTION PROJECT
N
PLAN KEY MAP
WHITE RIVER
INDIANAPOLIS WATER COMPANY CANAL
C-1
C-13
C-14
C-15
C-5
C-6
C-7C-8
C-9C-10 C-11
C-12C-2 C-3
C-4
THE ORIGINAL SCALE
HAVE BEEN REDUCED TO 1/2
ALL DRAWINGS IN THIS FOLIO
PHASE III
JAN 99
LEVEE)
BASED ON { OF PROTECTION (WALL OR
4. ALIGNMENT, PROFILE AND STATIONING
5. REMOVE SEPTIC TANK LEACH FIELD, LINES
AND GRAVEL WITHIN THE LIMITS OF THE
INSPECTION TRENCH OF LEVEE.
FOR TYPICAL SECTION SEE SHEET C-20
STA. 5+00 - 10+00
TEXTURED CONCRETE FORM LINER
2. MODIFIED SHEETPILE I-WALL W/
FOR TYPICAL SECTION, SEE SHEET C-20
STA. 0+00 - 5+00
1. SHEET PILING W/ TEXTURED CONCRETE CAP
FOR TYPICAL SECTION SEE SHEET C-20
3. EARTH LEVEE STA. 10+00 - 15+56|.
6. FOR TYPICAL SECTIONS, SEE SHEET C-20
50 500 100’
SCALE: 1"=50’
240.0
240.1+
240.2
+
ROTATED VIEW -60\
DATE: 13-Jan-99 15:56
FILE: S:\proj\ina4\INA4C04.dgn
TP-2
TP-14A
AD-14A
WHITE RIVER
INDIANAPOLIS WATER COMPANY CANAL
FLO
W
FLOW
CWL
CWL
CWL
CWLC
WL
699.1
697.7
698.2
699.1
699.4
699.7
699.7
699.9
700
700
700
700
700
700
700
700.1
700
700
700.1
700.2
700.3
700.5
700.5
700.9
700.9
701.2
701.4
701.7
701.9
702.2
702.5
704.1
704.2
704.2
704.3
704.4
704.5
705
705
705
705
705
705
705
705
705
705.1
705.2
705.6
705.7
705.7
706.1
706.3
707.1
707.5
707.7
P
P PP
708.2
708.2
708.4
708.6
708.7
708.8
708.8
709.2
P P
709.3
P
709.3
709.4
709.5
709.5
709.5
P
PP
PP
709.8
709.8
709.8
710
710
710
710
710
710
710
710
710
710
710
710
710
P
710.2
710.3
710.4
P
710.5
710.5
710.5
PP
710.7
710.8
711
P
P
711.3
P P
P
711.4
711.5
711.9
712.4
712.4
712.4
712.5
712.5
712.5
712.5
712.5
712.6
712.6
712.7
712.7
712.7
712.7
712.7
712.7
712.8
712.8
712.8
712.8
712.8
712.8
712.9
712.9 712.9
712.9
712.9
712.9
712.9
713.1
713.1
713.1 7
13.2
713.3
713.3
713.4
713.3
713.4
713.4
713.4
713.4
713.6
713.7
713.9
714.2
714.3
714.3
714.4
WESTFIELD BLVD.
714.4
714.4
714.5
714.7
714.8
714.9
715
715
715
715715
715
715
715
715
715
715
715
PP
715.1
715.1
715
715
715
715
715
715.1
715
715
715.1
715.2
715.3
715.3
715.4
715.4
715.4
715.5
715.5
715.5
715.5
715.5
716.4
715.6
715.6
715.6
715.6
715.7
715.8
716.1
716.2
716.3
716.3
716.3
716.3
716.4
716.4
716.4
716.4
716.5
716.6
716.6
716.6
716.7
716.7
716.8
716.8
716.8
716.9
716.9
716.9
717.0
717.2
717.4
717.4
717.4
717.3
717.4
717.4
717.4
717.5
717.5
717.6
717.6
717.6
717.7
717.7
717.7
717.7
717.8
717.8
717.9
718.1
718.2
718.3
P
718.4
718.6
718.7
718.8
718.9
719.0
719.1
719.4
719.5
P
720
720
720.2
P
720.3
722.1
722.3
722.4
722.8
723.2
723.3
723.3
723.3
723.5
CWLCONTRACTOR WORK LIMITS
AD-205
LEGEND
PLOT FULL SIZE VIEW(5) INA4C01 - INA4C15
PLOT HALF SIZE VIEW(1) INA4C01 - INA4C15
BORING NO. AD-200PROJECT INDY NORTH, TOW PATH SECTION
DATE START:09/17/98 COMPLETE:09/17/98
LOCATION: N 0 E 0
DRILLING AGENCY FMSM
DRILLER: CANTRILL INSPECTOR: CROUCH
DRILL TYPE: CME 45C #2
DRILL METHOD: AUGER & SPT
THICKNESS OF OVERBURDEN: 29.0
DEPTH CORED INTO ROCK: 0.5
TOTAL DEPTH OF BORING: 29.5’
DIR. OF BORING X VERT. INCLINED DEG
INSTRUMENT INSTALLED NONE
SURFACE ELEVATION: 714.20’
DATUM FOR ELEVATION
ELEV. SOIL CLASSIFICATION
SURFACE COVER-
US
CS
CL
AS
SIF
IC
AT
IO
N
BL
OW
S P
ER
6-IN
CH
RE
CO
VE
RY
SA
MP
LE
NU
MB
ER
SA
MP
LE
TY
PE
MO
IS
TU
RE
CO
NT
EN
T (
%)
GR
OU
ND
WA
TE
R-F
LU
ID
LO
SS
LABORATORY
RESULTS
AND
REMARKS
DE
PT
H S
CA
LE
(F
T)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
BORING NO. AD-200SHEET 1 OF 1
714.2
GWDGA713.9
FFILL: Brown silty CLAY w/ DGA, moist,
STIFF to VERY STIFF
707.2
CLBrown to gray silty CLAY w/ tr. sand,
moist, MED STIFF to V STIFF
689.7
SHWeathered SHALE, moist, HARD
685.2
A
11.20 DS
11
6
6
A
20.95 DS
6
8
8
A
30.30 DS
2
3
3
A
40.40 DS
2
4
4
A
51.20 DS
3
5
6
A
61.10 DS
3
7
9
A
71.30 DS
4
7
9
A
80.90 DS
2
2
3
A
91.20 DS
7
7
7
A
100.85 DS
10
14
26
A
111.30 DS
0
0
0
SYMBOLS: - WATER LEVEL AT COMPLETION
>-PARTIAL LOSS OF DRILL FLUID
TOP OF ROCK684.7
BORING TERMINATED
BORING NO. AD-201PROJECT INDY NORTH, TOW PATH SECTION
DATE START:09/17/98 COMPLETE:09/17/98
LOCATION: N 0 E 0
DRILLING AGENCY FMSM
DRILLER: CANTRILL INSPECTOR: CROUCH
DRILL TYPE: CME 45C #2
DRILL METHOD: AUGER & SPT
THICKNESS OF OVERBURDEN: 26.9
DEPTH CORED INTO ROCK: 0.6
TOTAL DEPTH OF BORING: 27.5’
DIR. OF BORING X VERT. INCLINED DEG
INSTRUMENT INSTALLED NONE
SURFACE ELEVATION: 714.40’
DATUM FOR ELEVATION
ELEV. SOIL CLASSIFICATION
SURFACE COVER-
US
CS
CL
AS
SIF
IC
AT
IO
N
BL
OW
S P
ER
6-IN
CH
RE
CO
VE
RY
SA
MP
LE
NU
MB
ER
SA
MP
LE
TY
PE
MO
IS
TU
RE
CO
NT
EN
T (
%)
GR
OU
ND
WA
TE
R-F
LU
ID
LO
SS
LABORATORY
RESULTS
AND
REMARKS
DE
PT
H S
CA
LE
(F
T)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
BORING NO. AD-201SHEET 1 OF 1
714.4
GWDGA714.1
GMGray silty sandy GRAVEL
711.2
CLBrown sandy silty CLAY w/ tr. gravel
fragments, moist, MED STIFF to V STIFF
694.9
SCClayey SAND
693.5
CL/
CH
Gray mottled silty CLAY, moist, STIFF
to HARD
687.5
TOP OF ROCK
A
11.10 DS
6
5
6
A
20.90 DS
3
3
5
A
31.00 DS
2
2
3
A
40.80 DS
1
2
3
A
50.90 DS
3
4
3
A
61.00 DS
4
4
7
A
71.10 DS
7
7
9
A
80.90 DS
6
11
13
A
91.30 DS
5
9
5
A
101.10 DS
9
14
28
SYMBOLS: - WATER LEVEL AT COMPLETION
>-PARTIAL LOSS OF DRILL FLUID
BORING TERMINATED
686.9
BORING NO. AD-202PROJECT INDY NORTH, TOW PATH SECTION
DATE START:09/17/98 COMPLETE:09/17/98
LOCATION: N 0 E 0
DRILLING AGENCY FMSM
DRILLER: CANTRILL INSPECTOR: CROUCH
DRILL TYPE: CME 45C #2
DRILL METHOD: AUGER & SPT
THICKNESS OF OVERBURDEN: 24.0
DEPTH CORED INTO ROCK: 0.4
TOTAL DEPTH OF BORING: 24.4’
DIR. OF BORING X VERT. INCLINED DEG
INSTRUMENT INSTALLED NONE
SURFACE ELEVATION: 714.60’
DATUM FOR ELEVATION
ELEV. SOIL CLASSIFICATION
SURFACE COVER-
US
CS
CL
AS
SIF
IC
AT
IO
N
BL
OW
S P
ER
6-IN
CH
RE
CO
VE
RY
SA
MP
LE
NU
MB
ER
SA
MP
LE
TY
PE
MO
IS
TU
RE
CO
NT
EN
T (
%)
GR
OU
ND
WA
TE
R-F
LU
ID
LO
SS
LABORATORY
RESULTS
AND
REMARKS
DE
PT
H S
CA
LE
(F
T)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
BORING NO. AD-202SHEET 1 OF 1
714.6
GWDGA714.2
SPCoarse SAND, moist, LOOSE
706.0
SCBrown clayey SAND w/ tr. gravel, moist,
MED DENSE
702.6
SP/
SW
Brown coarse SAND w/ tr. gravel, moist,
MED DENSE
696.5
CLBrown to gray sandy silty CLAY w/ tr.
gravel fragments, moist, V STIFF to HARD
691.1
SHBrown weathered SHALE, moist, HARD690.6
TOP OF ROCK
A
10.50 DS
2
4
4
A
20.70 DS
2
3
4
A
31.10 DS
4
4
6
A
40.90 DS
5
5
9
A
51.00 DS
0
0
0
A
61.20 DS
8
10
10
A
71.30 DS
6
11
11
A
80.90 DS
16
17
24
A
9 DS
6
7
24
SYMBOLS: - WATER LEVEL AT COMPLETION
>-PARTIAL LOSS OF DRILL FLUID
690.2
BORING TERMINATED
W.E. HOARD, P.E.
NONE
AD-200, AD-201, AD-202
FILE: S:\proj\ina9\CADD\ina9g006.dgn
DATE: 14-Apr-20 08:47
G-6
BORING LOGS
345
D
C
B
A
5 4 3 2 1
A
B
U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
LOUISVILLE,KENTUCKY
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Scale:
Date:
Drawing
Code:
Sheet
reference
number:
Sheet of
US Army Corps
of Engineers
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
*** SAFETY PAYS ***
Project
Architect
Date
Engineer/
W. E. HOARD
IN-PROGRESS
WW 238-12.3
METRO INDIANAPOLIS NORTH
FLOOD DAMAGE REDUCTION PROJECT
SOUTH WARFLEIGH AND CANAL TOWPATH
PHASE IIIB
XXX
JULY 2006
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