APPENDIX A
PIEZOCONE PROFILES
042
CPT-O1S APPLIED RESEARCH ASSOCIATES, INC. North 80784.9 East 55554.0 Elevation 258.2
280
270
260
250
240
230
220
210
2 200
190
180
170
160
150
140
130
12010 5
Sleeve Stress(tsf)
7
0 t00 200 Tip Stress COR(tsf)
300 400 0 2 4 6 RaLio COR(%.)
L
0 10 20 Pore Pressure(ts()
DCS, MFFF Project No. 08716
043
06/09/00
4 \
.-..
N
File 409uOO8.ECP
�1 I
�1
270 L
260
250
240
230
220 L
210 L.
180
170
160
loL
140
130
120
CPT-OIS APPLIED RESEARCH ASSOCIATES, INC. 06/09/00 North 80784.9 East 55554.0 Elevation 258.2
SI 1 'I
L
L. - -4
I I
-I I
1 1 2 3
I Fi -- 7 _ _ _
IF IF , L
II I i I
- L
L.- -, _
1 _ _ _ _ _ _ _ _
I _ _ _ _ _ _ _ _ _ _ _ _ _
2 0 20 4 600 10 2:0 Bq Fricion Ange (deg Su(s C
Fde 409u008.ECP
DCS, MFFF Project No. 08716
0
044
CPT-OIS AP North 80784.9
PLIED RESEARCH ASSOCIATES, INC.East 55554.0 Elevation 258.2
__
I260 H
I I
140- 1
130
120 , i
0 2 4 6 8 10 Class. FR
File 409u008.ECP
Cr Sand
SIOC -Clay I
Sand i
! ' Sa FineGr~
Sand Mix
_
2 Clay
soft iLL
C1Silt
Sand Mix
__ I lay
0 20 40 60 80 Blow Count (blows/fL)
045DCS, MFFN Project No. 08716
06/09/00
Ni
-4
L
K -
230.
220 H
180 i
170
160
280
270
260
CPT-02R APPLIED RESEARCH ASSOCIATES, INC. North 80635.0 East 55616.4 Elevation 257.8
I 'I 7
- ]
250
240 L
230
220
210L
2 200
190
170
160
150
1407
IBO•
"130
120' 10 5
Sleeve Stress(tsf)
1
-i
0 100 200 300 Tip Stress COR(tst)
I F
I 7
I .
, _ _ _ _ _
400 0 2 4 6 Ratio COR(%)
06/14/00
L
F.. I
- .4
0 10 20 Pore Pressure(tsf)
DCS, MFFF Project No. 08716
File 414u003.ECP
046
CPT-02R APPLIED RESEARCH ASSOCIATES, INC. 06/14/00 North 80635.0 East 55616.4 Elevation 257.8
270k
I f 260 •-
----
240 |_
230- -J
2210
7 .
1 70
.
160 -.
r
150
-7
*
140-' -'
130 -
L .
J t
120
020
40 60 0 to 20 30 0 1 2
Bq Friction Angle (deg) Su (tst) OCR
File 414u003.ECP P c4 7
CPT-02R AP North 80635.0
PLIED RESEARCH ASSOCIATES, INC.East 55616.4 Elevation 257.8
.1 -1
250 -
240 -
230 i-
210 -- 4
3
180 r
170 -
7.1
F II
10 100 1000 10000 Resistivity (ohm-m)
- Sand Mix
Sa Fine Cr LI
_a Fine Gr
I -I
I Sand iir
Sand Wx
Sand Mix
I ~ L Clay
_._ _
Zana %xii
" - CIsULI'
Ssand lix
'aft Clay Clay 1
Clay
J
0 2 4 6 8 10 Class. FR
L
�1 4
L
0 20 40 60 80 Blow Count (blows/fL)
DCS, MIFFF Project No. 08716
06/14/00
File 414u003.1CP 048
7
I i
10 5 Sleeve Stress(tsf)
0 100 200 Tip Stress COR(tsf)
300 400 0 2 4 Ratio COR(7,)
280
270
260
250
240
230
220
210
2 200
190
180 '
rao
170
160
15:
'140
130
120
r,
6 0 i0 20 Pore Pressure(tsf)
049DCS, MFFF Project No. 08716
CPT-03S APPLIED RESEARCH ASSOCIATES, INC. North 80551.4 East 55700.8 Elevation 253.2
II
L..
1 1 r -1 r
I
I
06/08/00
77
i7,
File 408u0O7.ECP
r"
CPT-03S API North 80551.4
PLIED RESEARCH ASSOCIATES, INC.East 55700.8 Elevation 253.2
-I
24
23
180
170
26
25
130
Mie 408uOO7.ECP
DCS, MFFF Project No. 08716
270
06/08/00
050
-O -- i
4 7
0 L0L _ L
i 7
!7 ;-_
h.7
[ ,': It L
I
SI I _____,______I,_I_
0 1 2 3 0 20 40 60 0 10 20 30 0 1 2 3 Bq Friction Angle (deg) Su (tsf) OCR
CPT-03S API North 80551.4
'LIED RESEARCH ASSOCIATES, INC.East 55700.8 Elevation 253.2
270 L
260
250
240
L-230
220
210
180
170
160 L
150
Cr Sand
Sand
- •rSand
--a- Sand mi.
Sand Mix
• Sand ii
S;Sa 'nd Cix
Sand
. - Sand •i ii
Sa ine Or
Sand .Mix
- Clay
SCI Silt
140
0 2 4 6 8 10 Class. FR
L
Ble 408uOO7.ECP
DCS, NSW Project No. 08716 051
06/08/00
F
0 20 40 80 80 Blow Count (biows/ft)
L
CPT-04R North 8046
APPLIED RESEARCH ASSOCIATES, INC. 5.4 East 55320.8 Elevatio
280
270
260
250
210
200
190
180
170
160
150
140 -
10 5 Sleeve Stress(tsf)
0 100 200 Tip Stress COR(tsf)
I _•
L
1L1 ii}
-I -4 I I l
_ i _ _ _ _ I
300 400 0 2 4 6 Ratio COR(%)
V
0 10 20 Pore Pressure(tsf)
File 417u002B.ECP
DCS, MFFF Project No. 08716 052
06/17/00n 272.6
240
230 -
0
130
120
L7e•J¢)N
CPT-04R API North 80465.4
PLIED RESEARCH ASSOCIATES, INC.East 55320.8 Elevation 272.6
27o0 " F
260
250
240 K 230
220
2107
190
160
150
140
130
120 0 1 2 3
Bq
File 417u002B.ECP
I I
iFi S- -L
3JL
I. " : 7 -7i
0 20 40 60 0 10 20 30 0 1 2 3 Friction Angle (deg) Su (Itsr) OCR
DCS, MFFF Project No. 08716 nl
06/17/00
53v
CPT-04R North 8046
270
260
250
240
230
210
" 190
170
160
150
140
130 1.
120 10 100 1000 10(
Resistivity (ohm-m)
1
.4
APPLIED RESEM 35.4 East
' i i
•_ F'; Sand
Sand Mix
-i Sand
I -J ,,-JSand 1hz
Sand*
- Sand Mix I
* Clay
L. Sa Fine Gr [
I Sand•hix
S•Sand Mix
jSand Ii
Sand j
= I Si Clay
-J i Sand
L. Sand Mix
Clay
0 2 4 6 8 10 Class. FR
•RCH ASSOCIATES, INC. 55320.8 Elevation
Ni r
r-
7
0 20 40 60 80 Blow Count (blows/ft)
File 417u002B.ECP
DCS, MFFF Project No. 08716
06/17/00272.6
054
I ' '
r I
CPT-05S API North 80499.7
'LIED RESEARCH ASSOCIATES, INC.East 55478.5 Elevation 264.5
<~- 280
270 -
260
250
240
230 -
210
200
190
180
170
160
150
140
130 I
120 10 5
Sleeve Stress(tsO)0 100 200 300
Tip Stress COR(Lsf)
* I
I L
400 0 2 4 Ratio COR(%)
I.
-L
6 0 !0 20 Pore Pressure(tsO)
File 408uOO4.ECP DCS, MFFF Project No. 08716
06/08/00
0.
055
I
CPT-05S APPLIED RESEARCH ASSOCIATES, INC. 06/"08/00 North 80499.7 East 55478.5 Elevation 264.5
270- -
260 - -,
250 - -
240 r-
230 -
220
210 ?
190 - [
'80 jjjjZL
170- _ J L
160 --
1 -5 0
140_ ir
130 -- 2;--.
120 I I________l__, i 0 1 2 3 0 20 40 60 0 10 20 30 0 1 2 3
Bq Friction Angle (deg) Su (tsf) OCR
File 408uOO4.ECP DCS, MIFFF Project No. 08716 0 5 6
CPT-05S AP[ North 80499.7
LIED RESEARCH ASSOCIATES, INC.East 55478.5 Elevation 264.5
270 7
260
250
240
230
220
210
II
- Sr and
oc
Sand
Sand 1Mx
Sand
* Sand Mix f
Ci silt
siClayi
I Sand Mdix
Sand
Clay
I • iClay
,- ., • la
7- Sand Mix
- *_• - Si Clay
- Clay - I
010
Class. FR
I -i
F -i
K 1
0 20 40 60 80
Blow Count (blows/tt)
057File 408u004.ECP
DCS, MFFF Project No. 08716
061'08/00
180
170
160
150
140
130
120
i ! F i
'• 280,
270
260
250
240
230
220
210
O 200
190
180
170
160
150
140 1
130
1200 100 200
Tip Stress COR(tsf)
II
300 400 0 2 4 6 Ratio COR(%)
CPT-06R APPLIED RESEARCH ASSOCIATES, INC. North 80470.7 East 55633.2 Elevation 256.9
!!1 I
1* 1
2 2
L 7- 7 •
I I
-, F, -4
47j,
File 415uOO0V1CP DCS, MFFF Project No. 08716 058
06/15/00
F
H F
I .
0 10 20 Pore Pressure(tsf)
10 5 Sleeve Stress(tsf)
CPT-06R APPLIED RESEARCH ASSOCIATES, [NC. North 80470.7 East 55633.2 Elevation 256.9
270L 1? - I r -- -
260 L
250
240 - i.I iF
230 L f 220 J~ 410H L
19 . --. 2 - I'
160 L L~;
170 LL
160- I
K;
it I
150 . _
140 l- . ~
Li
0 1 F0 r2 3 0 Su 4 61 2 3
Bq FrcinAnl1dg)S t
File 415uOO2.ECPDCS, MFFF Project No. 08716
06/15/00
1 2 3 OCR
059
CPT-06R API North 80470.7
PLIED RESEARCH ASSOCIATES, INC.East 55633.2 Elevation 256.9
270 L-iF
260
250
244 I L
220
210 -
180
170
160
150
140
130
12010 100 1000
Resistivity (ohm-m)10000
I-.
F
Sand a Sand.
Sand
. SandMix
Sand I
Sand Mix
cl Silt
Sand
I Clay
Sand Mix I
Sa Fine Gr
.. Sand Nix
Clay
Cl SilL
I - I I , I I
0 2 4 6 8 10 Class. FR
K
-r
I- -J
.z.�
V H
H
2
I i I I i 0 20 40 60 80
Blow Count (blows/ft)
File 4,5o002.ECP DCS, MFFF Project No. 08716 0 60
06/15/00
CPT-07R AP North 80438.0
'LIED RESEARCH ASSOCIATES, INC.East 55228.2 Elevation 280.2
280
270
260 -
250
240 F
23u
220 :I
210
0 200
190
180
170 L
160 L
150
140
130
12010 5
Sleeve Stress(tsf)
I
-I
-i
0 100 200 300 Tip Stress COR(tsf)
-A
'I
i7
rI
4I
_4 L
400 0 2 4 6 Ratio COR(%)
I7
K
0 10 20 Pore Pressure(tsf)
File 419u001.ECP DCS, MFFF Project No. 08716
06/19/00
061
CPT-07R APPLIED RESEARCH ASSOCIATES, INC. 06/19/00 North 80438.0 East 55228.2 Elevation 280.2
270L- _ _ _ _ _
260L- - j
250'" ' I
- 1 ,. I I 240 r' •
230k Lj
22o- L- - -
210 I
Lf i
170
150 140 F- - - 1 - • -• •
130
120V
20 1' 2 3 0 4 0 0 1 0 3
iF ¼
130 . :I
12 'II I _ _ _ _ _ _ _ _ _
0172 30 20 40- "00 10 20 30 1 2
Bq Friction Angle (deg) Su (tsf) 00~
File 419u001ECP) DCS, NMFF Project No. 08716 06 2
CPT-07R API North 80438.0
270
260
250 .
24o 0
230 '-
220 K
210 La -1
-i
-i *1180 1
170 L
160
150
140
130 F-
120 I .. . . . . .I I
10 to0 1000 10000
Resistivity (ohm-m)
L
*I
PLIED RESEARCH ASSOCIATES, INC.
East 55228.2
Gr Sand
Sand
Sand Mix
7 Sand
-,Sand Mix
Sand Vix
Sand
-- i Sand Mix
ISand LL
7 Cl Silt
4Sand Mix SSa Fine Gr
SClay i
Sand MYix
I . I , I !
0 2 4 6 B 10 Class. FR
Elevation 280.2
L~~
L
L i
0 20 40 60 80 Blow Count (blows/ft)
File 419uOOl.ECP DCS, MEFF Project No. 08716
06/19/00
063
L
CPT-08S North 8
10 5 Sleeve Stress(tsf)
APPLIED RESEARCH ASSOCIATES, [NC. 0393.7 East 55329.1 Elevation 273.0
7 7 7
0 100 200 300 400 0 2 4 Tip Stress COR(tsf) Ratio COR(%)
2028o
270
260 r
250
240 H
230
230
220L
210 L
.0 200 .
190 I
170I
160L
150
140
130 L
i
12o L
I 1 6 0 10 20
Pore Pressure(tsf)
File 402uOO4.ECP DCS, MFFF Project No. 08716064
06/02o/00
L
CPT-08S APPLIED RESEARCH ASSOCIATES, INC. 06/02/00North 80393.7 East 55329.1 Elevation 273.0
I I
270k
260 •
250
S~4 240
230 L
210
"5"-
190
180
17o0
160 1
150
140
130 -4{ 120
0 1 2 3 0 Bq
J 7
Ž'
- ! !1
I ii(
~~.J
3 77
-7
I L 20 40 60 0
Friction Angle (deg)
i-Z
LZZ� -
I I
10 20 30 0 1 2 3Su (tsf) OCR
File 402u004.ECP DCS, MFFF Project No. 08716 06S
.7
J
i
-4
I
CPT-08S North 8039
APPLIED RESEARCH ASSOCIATES, INC. 3.7 East 55329.1 Elevatio
OC - C:ay -.
250 ý-
240 I-
230 1-
220 L
210
170 O
160 '-
260 _
140 '
130 F
H
�1
-j
-J
=
L_
r
2
r a.
Sand Mix
Si Clay
Si Clay
Sand
0 2 4 6 8 10 Class. FR
0 20 40 60 80 Blow Count (blows/ft)
DCS, MFFF Project No. 08716
270 V
06/02/00n 273.0
Sand
SSand Mix
Sand Mix Sand
Sand Mixj
- Sand
SSi Clay
Sand Mix Sland
Sand Mix
Si Clay
Sand Mixf -I
$a Find a I
ISand Mix I
150-
120
Fite 402u004.ECP 066
CPT-09R APPLIED North 80394.0
'I i
10 5 Sleeve Stress(tsf)
0 100 200 Tip Stress COR(tsf
280
270
260
250
240 L
230
220
210 1
o 200
>
S190L
180 I
170
160
150
140
130
120
300 400 0 2 4 6 0 10 20 Ratio COR(%) Pore Pressure(tsO)
File 420uoo5.ECP DCS, MFFF Project No. 08716 067
RESEARCH ASSOCIATES, INC. East 55445.7 Elevation 266.2
i1 ,
[.
2 I
-7
-44
I I-
06/20/00
7
CPT-09R APPLIED RESEARCH ASSOCIATES, INC. 06/20/00 North 80394.0 East 55445.7 Elevation 266.2
II I 270' -I.
260
250 _ F F
I I 240k
23022 Lii
210~ 320I L ..
190 - _ _ _
180
170
S* I- - -Ka~"-5--- - • 160- - 4 '-
t i , 140=
130 -IF 120 I I r
0 1 2 3 0 20 40 60 0 to 20 30 0 1 2 3 Bq Friction Angle (deg) Su (tsO) OCR
File 420-005 1CP DCS, MFFF Project No. 08716 0 6 8
CPT-09R APPLIED RESEARCH ASSOCIATES, INC. North 80394.0 East 55445.7 Elevation 266.2
Ii
27 L
Cc CSand I 260 - -
oc
250 7 - Sand
Sa FinesC•Il
230
Sand Mix
220k- -.
f __ _. 21o0Si
: Sand lie •" • _• C1 silt :
190 .
l80~- Clay
170- L- "Sad W_
I I I 160
ioi---i- -,s,--
150, Clay
Clay
140 IL'
120'
10 100 1000 1000 0 2 4 6 8 10 0 20 40 60 80 Resistivity (ohm-m) Class. FR Blow Count (blows/ft)
File 420u005.ECP DCS, MFFF Project No. 08716
06//20/00
069
280
270
260
250
240
230
220
210
. 200
190
180
170
160 '
150
140
130
120
CPT-IOR APPLIED RESEARCH ASSOCIATES, INC. North 80406.7 East 55527.1 Elevation 261.9
LL
• -4 i
j77
4 i I .i
-! A
-i F
_I
10 5 Sleeve Stress(tsf)
0 100 200 Tip Stress COR(tsf)
300 400 0 2 4 6 Ratio COR(%)
06/20/00
10 20 Pore Pressure(tsf)
Pile 420uOO1.ECPDCS, MFFF Project No. 08716 070
CPT-1OR APPLIED RESEARCH ASSOCIATES, INC. 06/20/00 North 80406.7 East 55527.1 Elevation 261.9
* I ,
260-1-"
250- 7, _ _ __ _ _
230L
i r
210I I
7
go9~ L2L -4 L
180P
170 ! L
160 7 -
. I L I i•
150 rJ
140p ~I
230K -1 - 1 __ _ _ _ _ _ _ _ _ _ _ _
00 20 40 600 10 -20 300 1 2 3
Bq Friction Angle (deg) Su (tsf) OCR
File 420u001.ECP DCS, NEFF Project No. 08716 0 71
CPT-1OR API North 80406.7
A
PLIED RESEARCH ASSOCIATES, INC.East 55527.1 Elevation 261.9
I1
260 F-
250 I-
240 F-
230 IL
220 I-
210 -
180 1-
170 '1-
160 -L
150 -
140 H
130 '-
120 t . ý . I - .I . . . . .J to to0 1000 10000
Resistivity (ohm-m)
L
r
Gr Sand
0C
~ Sand:
Sa Fine Cr
Sand
Sad1 i
Sand Mix
Si Clay I
Sand Mix
Cay
*Sand Mix
Clay
0 2 4 6 B 10 Class. FR
I- •
i
0 20 40 60 80 Blow Count (blows/ft)
DCS, MFFF Project No. 08716
270
06/290//00
File 420u001.ECP 072
I "N
CPT- I IS APF North 80394.0
LIED RESEARCH ASSOCIATES, INC.East 55624.1 Elevation 258.5
280
270
260
250
240 7
230 L
220
210
.* 200
190
180 I
170
160
150
140
130
120
-I
-1
-1
-1
I j
10 5 Sleeve Stress(tsf)
0 100 200 300 Tip Stress COR(tsf)
I I?
L
H
400 0 2 4 6 Ratio COR(%)
10 20 Pore Pressure(tsf)
File 402uOOl.ECP
DCS, MFFF Project No. 08716 073
06/02/00
I i i
270
260
250 •
240
230
220 1
210 L
180
170
160
150
140
130
120 0
File 402u001.ECP
DCS, MFFF Project No. 08716
CPT- I IS APPLIED RESEARCH ASSOCIATES, INC. 06/02/00 North 80394.0 East 55624.1 Elevation 258.5
. -4 -
L
7 i
... , - I
I I
L - 2 L .L
.. I I , - i _
-•- - -,
1 2 0 4 0 0 1 0 3
- Ff
1!!
II I
L
1 , 1 2 30 20 40 60 0 10 20 30 0 1 2 3
Bq Friction Angle (deg) Su (tsf) OCR
074
CPT-11S APPLIED RESEARCH ASSOCIATES, INC. 06/02/00 North 80394.0 East 55624.1 Elevation 258.5
270 L 260 [-_
250 •
240 F 1 Sand~
11L
Sand Mdix
210
Sand Mi [
Si Clay
Sa Fine Grf
170 I Sand" i M ix
. I Clay
j. 4
140
130 -1
120 0 2 4 6 8 10 0 20 40 60 80
Class. FR Blow Count (blows/It)
075 File 402u001ECP
DCS, MFFF Project No. 08716
CPT- 12R APPLIED North 80373.1
T-
to 5 Sleeve SLress(tsf)
0 100 200 Tip Stress COR(sf)
"280
270
260
250 F
240
23,0 !F
220
210
0200
>
190 L
180
Fl0
160
1150
140
130
,2o L300 400 0 2 4 6
Ratio COR(%)
Me 323uOO3.ECP DCS, MFFF Project No. 08716 076
RESEARCH ASSOCIATES, INC.
East 55747.5 Elevation 254.5
*
- 4
-i
-4
L
iK
=11 7K.
06/231/00
L7 r-
1 L
I.
0 10 20 Pore Pressure(tsf)
CPT- 12R APPLIED RESEARCH ASSOCIATES, INC. 06/23, 00
North 80373.1 East 55747.5 Elevation 254.5
270 L -;
260
250-- " -
230 -' - r i
220 , _
170
1 L
-. _ I:_ .
10 . -2 3 -0 2
140;- 4K --•
130 L L :-
120 I i I
I I _o_ _-_ _-_ ___ ___ __
0 1 2 30 20 40 60 0 10 20 30 0 1 2
Bq Friction Angle (deg) Su (tsf) OCR
File 323u003.ECP DCS, MFFF Project No. 08716 077
CPT- 12R APPLIED RESEARCH ASSOCIATES, [NC.
North 80373.1 East 55747.5 Elevation 254.5
I L
10 to0 1000 Resistivity (ohm-m)
10000 0 2 4 6 8 10 Class. FR
270
F
260 L
250
240
230
220
210
190
160
170
160
150
140
130
120
06/23/00
-41 -- 4
0 20 40 60 80
Blow Count (blows/ft)
DCS, MFFF Project No. 08716
-I
IL
1-
FiLe 323uOO3.ECP 078
-i i I
CPT-13S APPLIED RESEARCH ASSOCIATES, INC.
North 80262.2 East 55233.6 Elevation 296.7
300
290 F
280
270
260
250
240
230
S220
210 L
200
190
180
170 Lt
160
"150
14o 0to 5
Sleeve Stress(tsf)0 100 200
Tip Stress COR(tsf)300 400 0 2 4
Ratio COR(%)
F7
F -I
F! Li
6 0 10 20 Pore Pressure(tsf)
DCS, MFFF Project No. 08716
06/05/00
File 405uOO5.ECP
079
CPT- 13S APPLIED North 80262.2
RESEARCH ASSOCIATES, INC. East 55233.6 Elevation 296.7
280 1-
270 I-
250 I-
240 1-
230 1-
200
,oL
170 -
160 -
0 1 2 3 0Bq
K I 2
7;
1320 40
Friction Angle (deg)
II,�
I 4 I-
F> L
h�z�
60 0 10 Su (ts!)
-Ii
-i
I
1
-4
L
L
7
20 30 0 1 2 3
OCR
File 405uOO5.ECP 080 DCS, MFFF Project No. 08716
06/05//00
CPT-13S APF North 80262.2
'LIED RESEARCH ASSOCIATES, INC.East 55233.6 Elevation 296.7
2'90 C a
Sand Mix
_rL !8 0Sand
_ Sand Vix
I - Si Clay '70 L SaFine ,
I Sand
!60 J Sand Sit
" Sand Mix
Sand
250
K -i
240 i Sand .Yix
230 Sa
SSand Mix Sand V
SSand Mix
200 h -- -4 il
, =M
Sand Mix
-7-i ___ , 190
180-L 1 SaSine.ri
160L ~ Sand Mix
150 r
"I #~Clay
140 Clay 0 2 4 6 8 10
Class. FR
File 405uOO5.ECP DCS, MFFF Project No. 08716 081
06/05/00
0 20 40 60 80 Blow Count (blows/ft)
2
CPT- 14R North 8029
APPL[ED RESEARCH ASSOCIATES, [NC.
2.7 East 55330.8 Elevatio.
280
270
260
2 5 0
240 r
230
220 L
210
. 200 L
190
180
loL
170
160 "
t40
130 I
120to 5
Sleeve Stress(tsf)0 100 200
Tip Stress COR(tsf)
afl0 400 0 2 4 6
Ratio COR(%)
-J
"! 1"
4I
-i
I I - /
I I
j L
DCS, MFFF Project No. 08716
06/19/00n 276.0
Fite 419uOO8.ECP 082
7
0 t0 20
Pore Pressure(tsf)
270
260
250
240
230 L.
830
210
1ý9. L
160
170
160 !
150
140
130 L
120 0 1
Bq
083
CPT- 14R APPLIED RESEARCH ASSOCIATES, INC. 06/19/00
North 80292.7 East 55330.8 Elevation 276.0
I ______
L L
I I.
-I I
1K I -t
iLK
1
-, i I
.~i i
I I
2 3 0 20 40 60 0 10 20 30 0 C 2 3 Friction Angle (deg) Su (tsf) OCR
File 419uOO8.ECP
DCS, MFFF Project No. 08716
CPT- 14R North 8029
APPLIED RESEARCH ASSOCIATES, INC. 2.7 East 55330.8 Elevatioi
06/19/00n 276.0
270 -
260 1-
250 -
240 1-
210 -
I 7
71BO I-
170 I-
180 -
10 100 1000 Resistivity (ohm-m)
10000
Sand
H
2
L 1=
4 4'
Sand Mix
Sand
Sand Mix
Sand
Sand Mix
Cl Silt
Clay
Clay
Sa Fine Gr
Clay
Sa Fnd Gi Clay
Clay
Sand Mix
CI Silt Sand Mix Cl silt
Sand Mix
Clay
Clay
0 2 4 6 8 10 Class. FR
1-1 L
7 -'
-I
F F i
0 20 40 60 80 Blow Count (blows/ft)
DCS, MFFF Project No. 08716
230
220
150
140
130
120
File 419u008.CP 084
iI
CPT-15R APPLIED RESEARCH ASSOC[ATES, INC. North 80295.0 East 55462.7 Elevation 269.1
''1
10 5 Sleeve Stress(tsf)
DCS, MIfFF Project No. 08716
06/22/00
1
270
260
250
240 I_
I
230
220
210
2200
190
180
170
160 '
150
140 7
130
120
085
0 !0 20 Pore Pressure(tsO)
0 t00 200 300 400 Tip Stress COR(tsf)
File 322uOOt.ECP
CPT-15R APPLIED RESEARCH ASSOCIATES, INC.
North 80295.0 East 55462.7 Elevation 269.1
I I
270 1-
260
250 I-
240 r-
230 L
A
I
180
170
160
0 1 2 3 0 20 40 Bq Friction Angte (deg)
60
L
0 10 20 30 Su (tsr)
h I1
H I I4
DCS, MFFF Project No. 08716
06/22/00
220
150
140
130
120
File 322uOOt.ECP 086
I
I-
r
0 1 2 3 OCR
:F
APPLIED RESEARCH ASSOCIATES, INC.
North 80295.0 East 55462.7 Elevation 269.1
270
260 1-
250 I-
240 I-
230 I-
220 F-
190
18o0
170
160 1
150
140
l3
O
130 -
120. to 100 1000 10000
Resistivity (ohm-m)
Sand
L.
I.
[E
-i
V
L
0 2 4 6 8 10 Class. FR
"OC
Sand
Sand Mi Sand I
-- SandMix i
Sand 'I
Sand Mix
3 ann aRi SSand
-Cl Silt
i Clay
Sa Fine Gr
_ Si"la
Sand Mix
-1 I a Finc G I
- Clay
SSandMix a
Sand Mix
J Clay
SSi Clay
File 322uOOt.ECP
DCS, MFFF Project No. 08716
CPT- 15R 06/22/00
087
i I
: L
o 20 40 60 80 Blow Count (blows/ft)
IF
CPT- 16S North 8028
APPLIED RESEARCH ASSOCIATES, INC.
1.0 East 55628.6 Elevatio
280 ,
270L
260
250
240 r
230
220 L
210 ~ -'I
.2 200
go L
S190 L
180
170
160
150
140
130
120 -
10 5 Sleeve Stress(Ls0)
0 t00 200 Tip Stress COR(tsf
I
300 400 0 2 4 6 Ratio COR(%)
0 10 20 Pore Pressure(Lsr)
File 408uOOIB.ECP 0 88 DCS, MFFF Project No. 08716
06/08/00n 260.5
II
T
K!
K
r
I
t1
I I 4 i
CPT-16S APPLIED RESEARCH ASSOCIATES, INC. 06/08/00 North 80281.0 East 55628.6 Elevation 260.5
I r 270k I i
260 - -,
250i 1 L iJ
240 i 'I ii _ 4 - -
220 L
Ii '
I I 80 -
2170
j '
160 r -i 1 150[,- If- I
140 -.
, I L,
130 - -K 4
160- ij
120
0 1 2 30 20 40 60 0 to 20 30 0 1 2 3 Bq Friction Angle (deg) Su (Lsf) 0CR
089 File 40BuOOB.ECP
DCS, MFFF Project No. 08716
CPT-16S APF North 80281.0
'LIED RESEARCH ASSOCIATES, INC.East 55628.6 Elevation 260.5
260 ' Gr Sand
oc 25o L Gr Sand
OC Sand
240 ' -.. ~---- Sand
230 -- - Sand
CI Silt 220
Clay
21-
I Sand 4ix
0.
St _1Sand 190 [ ad)i
I Clay
* Clay
180 -Sand Mi -7 Sand
I I
170 - Sand ixi
160
Clay
150
140- Sand
130 7
120 0 2 4 6 8 10
Class. FR
I-4 --I
-i
I I Ii
0 20 40 60 80 Blow Count (blows/ft)
File 408uOOlB.ECPDCS, MFFF Project No. 08716
06/08/00
090
CPTIN
280
270L
260
250
240
230
220
210 r
.200
190 L
180
170
160
50
140
130
120 10 5
Sleeve Stress(tsf)
17 APPLIED orth 80259.4
7
0 t00 200 Tip Stress COR(tsf
300 400
L!
0 2 4 S Ratio COR(%)
RESEARCH ASSOCIATES, INC. East 55747.7 Elevation 255.9
-AL
-L
--. -
DCS, MFFF Project No. 08716File 410u0018O.CP
091
06/t.0/00
---2L
0 *. 2C Pore Pressure('sf)
270
260
250
240
230
220 1
210 t-
CPT-1t7 APPLIED RESEARCH ASSOCIATES, INC.
North 80259.4 East 55747.7 Elevation 255.9
F I
<I
Fi
it L
' 44L -:-
190
180 -1
170
160
150
140 r
120 'I 0 1 2
Bq
"-- I
0 20 40 60 FricLion Angle (deg)
I7 -1
-I
I
L>- -i 'S4
0 1o 20 30 Su (tsf)
K
lI
K._
06/10//00
0 1 2 3 OCR
092File 410u001B.ECP
DCS, MFFF Project No. 08716
3
APPLIED RESEARCH ASSOCIATES, INC.North 80259.4 East 55747.7 Elevation 255.9
270
260 "
25 Sand
OC - Clay I
oc
240 J OC - Clay
2ao ) , Sand ' I m
230k Sand
220 S-ai s i Si Clay
i. Clay
210 "Sand Yi
Sand Via
Clay
160 Si Clay
C1 Silt
170 Sand Mix
Sand Mixi
160- Clay
150
140o
t30 I-.1
120o 0 2 4 8 8 10
Class. FR
File 410uOOIB.ECP
;71
0930 20 40 60 80 Blow Count (blows/ft)
DCS, MFFF Project No. 08716
CPT-17 06/10/00
-4
CPT- 18R APPLIED North 80192.1
RESEARCH ASSOC[ATES, INC. East 55405.9 Elevation 277.0
260
250
240
230
220
210
,a
.0 200
190
180
170
160
150
140
130
120 L
to 5 Sleeve Stress(tsf)
0 100 200 Tip Stress COR(tsf
-- 4
I J
- ~ I
-1
I
-I
300 400 0 2 4 6 Ratio COR(%)
280
270
File 322u005.ECP
DCS, MFFF Project No. 08716
I
L
0 t0 20 Pore Pressure(tsf)
06/22/00
094
CPT-18R APPLIED RESEARCH ASSOCIATES, [NC. 06/22/00
North 80192.1 East 55405.9 Elevation 277.0
_ ( J'
270 ~
260• , -7
250 • - -
2 -o Iz -H-i
240- L
230-L
220 i
ii ?l i =***.-4 -- -4
io
150 --
140 7- -
U 4I 130 '- - i _
'I
, I
120
0 1 2 3 0 20 40 60 0 10 20 30 0 1 2 3
Bq Friction Angle (deg) Su (tsf) OCR
File 322u005.ECP 5
DCS, MFFF Project No. 08716
APPLIED RESEARCH ASSOCIATES, INC.North 80192.1 East 55405.9 Elevation 277.0
270 K 260L
I240 I-
230 F-
220 I
210 I-
170
160 >
150 L
140 1
130 1
120 to 100 1000 10000
Resistivity (ohm-m)
Sand
Sand Mix -I
Sand7
L_
- I
-I
Sand Mix
Clay
Sand Mix
Sand MIx Clay
Soft Clay
Si Clay
Sand Mix 7
0 2 4 6 8 10 Class. FR
I I I i
DCS, MFFF Project No. 08716File 322uOO5.ECP 096
06/22/00
L
7 i
hi
7 :
0 20 40 60 8 Blow Count (blows/ft)
I Sand Mix
Sand
CPT -18R
CPT- 19S APPLIED RESEARCH ASSOCIATES, INC.
North 80177.3 East 55467.5 Elevation 274.8
280
270
260 1
250
240
230
220
210
.o 200
190
180
170
160
150
t40
130
120
0
I
10 5 Sleeve Stress(tsf)
0 t00 200 300
Tip Stress COR(tsf)
--4
40
0 2 4 6 Ratio COR(%)
0}97File 403uOO2.ECP DCS, MFFF Project No. 08716
06/03/00
i7
IL
0 10 20 Pore Pressure(Ls{)
270 1
260
250
240 L
230
220
210
190I V i80 L
170
160 "
150
140
130
120 0
File 403uOO2.ECP 098DCS, MFFF Project No. 08716
CPT-19S APPLIED RESEARCH ASSOCIATES, INC. 06/03/00 North 80177.3 East 55467.5 Elevation 274.8
L 7
II
! 7
( L
i ! ;
1, 2 0 4 0 0 o 2 0 012 3*
Fi A
IL
IL I
2 • 3 0 20 40 60 0 10 20 30 0 1 2 3 Bq Friction Angle (deg) Su (tsf) OCR
APPLIED RESEARCH ASSOCIATES, INC.North 80177.3 East 55467.5 Elevation 274.8
27o -- Sand
S; oc
260:
2oL 240F
230 - Sand Mix
9210
-~ I SClay
Sand Mix
i $and Vix
41 t60 - -]
Sand 'dx I
170- JClay Sa Fine Gr
16o -L Sand Vix
150
1--0
130 - i
1201 .
0 2 4 6 8 10 Class. FR
File 403uOO2.ECP
0 20 40 60 80
Blow Count (blows/ft)
099DCS, MFFF Project No. 08716
06/03/00CPT- 19S
6
-�
-4
K
7
L -1 _________________________ I
i [
I
CPT-20R ..,APPLIED North 8021f. 3
RESEARCH ASSOCIATES, INC. East 55570.4 Elevation 266.9
"•280,
270
260 "
250
240
230
220
200
.o 200
190.
18 0 ý7
170
160
150
140 L
130
120 L
10 5 Sleeve Stress(tsf)
-7
+
0 100 200 300 Tip Stress COR(tsf)
400
iJ L
L
ri
0 2 4 6Ratio COR(%)
L
F i
IL
"0 0 20 Pore Pressure(tsf)
DCS, MFFF Project No. 08716 00
06/22/00
File 322uOO3].ECP
CPT-20R APPLIED RESEARCH ASSOCIATES, [NC. 06/22/00
North 80211.3 East 55570.4 Elevation 266.9
r
270
2 I L II
2 70 1- -2 K -- • a~ 1 EL
< iI
2 4 0 iI, / I
230
I ii L I i i 220 9 --
210 I-,•
I I n ,
190
180 -
-••
1 r I -r "-- "
160 rI
150-1--
140I
IN i 130- II I I
1201 i i _____,_ _:____
1 2 3 0 20 40 60 0 10 20 30 0 1 2 3 Bq Friction Angle (deg) Su (tsf)
OCR
File 322uOO3.ECP DCS, MFFF Project No. 08716 1 o 1
APPLIED RESEARCH ASSOCIATES, INC.North 80211.3
270 L
260 -
250 i-
240 -
East 55.
2 �- -4
Sand I -�- -�
I CrSand Sand
230 '1-
220 F-
180
170
160
150 -
140
130 r
120 . 100 1000 10000
Resistivity (ohm-m)
Sand i
Sand Mix
S Sand
S Sand Mix
Clay
i Sand Mixi
- 4
Si Clay
Sand •x
air-- Fine Or
Sand Mix
F1
0 2 4 6 a 10 Class. FR
570.4 Elevation 266.9
IF
77
F •,
L~
V -I
I
0 20 40 60 80 Blow Count (blows/ft)
102DCS, MFFF Project No. 08716
CPT-20R 06/22/00
File 322uOO3.ECP
CPT-21 North 8014
APPLIED RESEARCH ASSOCIATES, INC. €8.4 East 55060.1 Elevatio
'• 300
290
280
270
260
2 50
240
230
o 220
210
200
190
180 L
170
160
150 L
140.
7*
to 5 Sleeve Stress(tsf)
./
!! I
0 100 200 300 Tip Stress COR(tst)
1 Wi 400 0 2 4 6
Ratio COR(%)0
Pore Pressure(tsf1
DCS, MIFFF Project No. 08716
06/ 12/'00n 295.4
!03.File 412u004.ECP
CPT-21 APPLIED RESEARCH ASSOCIATES, INC.
North 80148.4 East 55060.1 Elevation 295.4
I I I i '
2G 290 K i-1 -r i --
28o- L - I I -
27 0 L
260 ¶ I L 1 250 --- 4
240k 4L
230'- L
L i 1
z~o L
"190 7
,
1601
150 -
140 0 6- 0 3 20 40 20 300
Sq Friction Angle (deg) su (tsf)
File 412uMO4.ECP DCS, MFFF Project No. 08716
o6/12/oo
I7
2 3 OCR
104
CPT-21 APP North 80148.4
LIED RESEARCH ASSOCIATES, INC.East 55060.1 Elevation 295.4
280
270
260
250
240
230
Ii
S ! Sand
S~ Sa Fine Or
SSand
L Sand Yix
Sand Mix
Sand
IISand Mix
,_jSand
Sand Mix
5- -. CýIflt
clay
L a mte f,
-' I
S SandMi
.. ay
- jSand Mix
-~Clay
Clay
-- I
SSi Cla
; L (Sand Mix
" 2 4 6 B 10 Class. FR
File 412uOO4.ECPDCS, MFFF Project No. 08716
06/t2/00
0 20 40 60 80 Blow Count (blows/ft)
200
190
150
140
1 05
CPT-22 APPLIED RESEARCH ASSOCIATES, INC.
North 80143.8 East 55221.9 Elevation 297.3
300
290
280o
270
260
250
240
230
2 220
>1
210
200
190.
180 L
i
170
160
14 L 140,-
t0 5 Sleeve Stress(tsf)
0 100 200 300 400 0 2 4 Tip Stress COR(tsf) Ratio COR(%)
L
L.
- L.
* )
- F
I
A
i_________
6 0 2 PoePesuetf
106 DCS, MFFF Project No. 08716
06/12/00
File 412u007.ECP
290
280
270
260
250
240
230
0
210 i
200
i g 190
180
170
160
r
140
Bq
CPT-22 APPLIED RESEARCH ASSOCIATES, INC.
North 80143.8 East 55221.9 Elevation 297.3
- i- _- _'iJ -T --- ]_i ?[}: "
-ii L
7 I
i i
-i
_i _ -- i
ILi
iLi
,._ -4 --
2 3 0 20 40 60 FricLion Angle (deg)
G 10 Su (tsf)
20 30 0 OC 2 OCR
107File 412uoo7.ECP DCS, MFFF Project No. 08716
06/12/00
CPT-22 APPLIED RESEARCH ASSOCIATES, INC. 06/12,/00
North 80143.8 East 55221.9 Elevation 297.3
290
280
270
260
250
240
230
210
200
190
180
170
160
150
140O 2 4 6 8 10
Class. FR0 20 40 60 80
Blow Count (blows/ft)
File 412u007.ECP DCS, MFFF Project No. 08716 108
CPT-23S APPLIED North 80088.9
RESEARCH ASSOCIATES, INC. East 55379.4 Elevation 277.3
270
260
250
240 4
230
220 L
210
o 200
>
190
180 L
170
160 7
150
140
130 L
120 t0 5
Sleeve Stress(tsf)
-i
-V
--4
I I I
0 t00 200 300 Tip Stress COR(tsf)
400 0 2 4 Ratio COR(M)
F
�1
�16 0 1O 20
Pore Pressure(tsf)
109FiLe 406uOO3.ECP DCS, MFFF Project No. 08716
06/06/00
II I I
270
260
250
240
230
220 1
210
190
180
170
160
io
150
140
130
120
110DCS, MFFF Project No. 08716
CPT-23S APPLIED RESEARCH ASSOCIATES, INC. 06/06/00
North 80088.9 East 55379.4 Elevation 277.3
_ LL
1Ž
--
II I
~1
.-1 i L!
SII
* r
> >-
H -
I-
:
--
[. d
I
I F
2 3 0 20 40 60 0 10 20 30 0 1 2 3
FricLion Angle (deg) Su (LsO) OCRSq
File 406u003.2CP
APPLIED RESEARCH ASSOCIATES, INC.
North 80088.9 East 55379.4 Elevation 277.3
270 -27-t OC - Clay
Sand Mix
26 0 -' . S ad
ij~ 250 [ .
0 Sand lix
240 - -j Sand
Si Clay
230 Sand Mix S, Sand
L0 " Sand Mix
210 ! _._..Sand
210 L L-a ineCr
� �, Cay
*11
"190 ',-ay
18 ISand Vix
Clay
170 _
Sa Fine Gr
160 S Sand Iix
150
140
130
1201 . 2 4 6 8 10
Class. FR
File 406u003.ECP
0 20 40 60 80 Blow Count (blows/ft)
DCS, MFFF Project No. 08716
CPT-23S 06/06/00
,111
CPT-2• Nc
SN..' 250
270
260o..
250 1
240
230
220
210
.2 200
190
180
170
160 L
150 L
140
130
120 to 5
Sleeve Stress(tsf)
4 APPLIED RESEARCH ASSOCIATES, INC.
)rth 80115.0 East 55548.5 Elevation 272.6
r -J Si !j I L
-4
�1 I
F.m
I.
1---
-4
I I0 100 200 300
Tip Stress COR(tsf)
I- -4
10 0 2 4 6 Ratio COR(%)
File 4lOuOO3B.ECP DCS, MNFFF Project No. 08716
06//[10/00
L
0 1 2
Pore Pressure(tsf)40
CPT-24 APPLIED RESEARCH ASSOCIATES, INC. 06/10/00
North 80115.0 East 55548.5 Elevation 272.6
I
270 L
260
-t
250- L
No L 240 - -i K- ,
230-0
220
?210 7
ii
I K
*"'I I
167
190 ---
jrO Liu 180 - '2
:
Io -- 4 _ -
160 - - Ii '
150 -i [ -
140
71 i i.
140 L - - -
I H 130
120 1 _ _ _ _ . I i I I
S1 2 3 0 20 40 60 0 10 20 30 0 1 2
Bq Friction Angle (deg) Su (tsf) OCR
File 4l0u0O3B.ECP DCS, MNFF Project No. 08716 1 13
CPT-24 APPLIED RESEARCH ASSOCIATES, INC. 06/10/00
North 80115.0 East 55548.5 Elevation 272.6
270 •- OC¢ ] • _ 270
Sand lix
- 0C
' c -Clay cl 260- L_____
250 lSand Mix
I Sand Mix
240- I Sand .
I7] Sand qix
230- Sande V-r
220a -Sanjer
_- • Si Clay
211 0Clay
190;-
170L l7 I -II
" ~I
160--I
150
' 1 140 J--~
130 •-
120 2 4 6 8 10 0 20 40 60 80
Class. FR Blow Count (blows/ft)
F4 K
LJ..3,ivxrfU~ .VJ
].J I.vJ.LI .rr " V~J~ -ý .' t . .",.
CPT-24A APPLIED RESEARCH ASSOCIATES, INC.
North 80115.0 East 55548.5 Elevation 272.6
' I ,
II . _2 •.'-
1o 5 Sleeve Stress(tsf)
0 100 200 300 Tip Stress COR(tst)
06/10/00
S 280
270
260 L
250 r
240
230
220
210
190
180
170
160
!50
140 L
l9o L
12o L
i L 4 2
I K - -7
400 0 2 4 6 Ratio COR(%)
L
-4
0 10 20 Pore Pressure(tsf)
1 11File 410uOO5.ECP DCS, MFFF Project No. 08716
I.
CPT-24A APPLIED RESEARCH ASSOCIATES, INC. 06/10/00 North 80115.0 East 55548.5 Elevation 272.6
270 ...
260 H - "- -•
250 ," -!
--I- - I I
230 _, t -J -- -
2110 I "
W!
190 - 7
170 "- "
I/ I
150 -
1401
130
120 I I
1 2 3 0 20 40 600 10 20 30 0 1 z 3
Bq Friction Angle (deg) Su (tsf) OCR
File 410uOO5.ECP DCS, MFFF Project No. 08716
CPT-24A APF North 80115.0
'LIED RESEARCH ASSOCIATES, INC.East 55548.5 Elevation 272.6
270I
260
250 F
240 I
230 H
210 F
F180 1-
r
7
,-.3
I-
SSand
1 C
Sand
Sand Mix
Sand
Sand Mix
Sa Fine Gr
Sand Mix
Sa Fine Cr
Sand
Clay
170
16 - L Sand Mix
150. r 1Clay 140 L1
130
120 1 1 n• 2 4 6 8 10
Class. FR0 20 40 80 80
Blow Count (blows/ft)
File 410uOO5.ECP DCS, MFFF Project No. 08716
I 7
06/1 0/00
\,--/ i . , I
CPT-,
28G
270 7
260
250 "
240
230
220 K
210F
0200
190'
180
170
160
150
140
130
120 t0 5
Sleeve Stress(tsf)
25 APPLIED RESEARCH ASSOCIATES, [NC. [orth 80104.7 East 55621.7 Elevation 268.9
LJ -4 1
17
1I 1*
0I I , I
100 200 300 Tip Stress COR(tsf)
400
Fi
0 2 4 6 RaLio COR(%)
File 412uOOL.ECP DCS, MFFF Project No. 08716
06/12/00
L
o 20 Pore Pressureksf)
118
CPT-25 APPLIED RESEARCH ASSOCIATES, INC. 06/12/00 North 80104.7 East 55621.7 Elevation 268.9
270 ~
260 >'
I 4.
S i250
240 j- iL
230K , - -4 -i
220k 7
I I 210
r" q
190 L 2
1,
170
160-.
150 -1
1401 13iL
130
2 30 20 40 600 10 20 300 1 2 3 120 - -sf)
Hq4Frctio-An-e (dg) S
S11 9DCS, MFFF Project No. 08716File 412uOOI.ECP
CPT-25 APPLIED RESEARCH ASSOCIATES, INC.
North 80104.7 East 55621.7 Elevation 268.9
I t I 7
220
Sand
I DC -CIay
I Sand Mix
-i DC - Clay
Sa Fine Cr
Sand Mix
Sand I
Si lay
Sand Mix
1
-J
Sad i SanI RA
170
160 i-
150 7
140
130I
120 2 4 6 8 10
Class. FR0 20 40 60 80
Blow Count (blows/ft)
DCS, MIFFF Project No. 08716
06/12/00
120File 412uOOI.ECP
CPT-2
280
270
260
250
240
230
220 <
2t0
S200 L
190
180
160
150
140
130
120 10 5
Sleeve Stress(tsf)
6S APPLIED 4orth 80116.2
0 100 200 300 400 0 2 4 Tip Stress COR(tsf) Ratio COR(%)
RESEARCH ASSOCIATES, [NC. East 55726.7 Elevation 261.9
I'
-i
-I 'I
L
2
6 0 :0 ,.C Pore Pressure(tsf)
DCS, MFFF Project No. 08716 121
06/06/00
File 406uOOt.ECP
CPT-26S APPLIED RESEARCH ASSOCIATES, INC. 06/106/00
North 80116.2 East 55726.7 Elevation 261.9 \'"•K I I I !
270 L 7
260 I I I__ _ _ (f
250.
240 II,
230- - I
220 L
190 -- -
-L.
H7 210
-, 190- L
iaoi . 1
170F 2L
I i L
120I
,
1 2 3 0 20 40 60 0 t 20 30 0 1 2 Bq Friction Angle (deg) Su (tsf) OCR
File 406uOOt.ECP DCS, MIFFF Project No. 08716
CPT-26S APPLIED RESEARCH ASSOCIATES, [NC.
North 80116.2 East 55726.7 Elevation 261.9
270
260
250
240
230
220
210
F
L
F
I I
. j=Sand Jix
A901
Clay
i j Sa Fine Gr
170'- Sand 'dix
160 I I Clay
Sen Clay
Ci SiLt
140 - -
130
120
2 4 6 8 10
Class. FR
File 408u001.ECP
0 20 40 60 80 Blow Count (blows/Ift)
06/06/00
DCS, MM Project No. 08716123
CPT-27R APPLIED RESEARCH ASSOCIATES, INC.
North 80001.4 East 55254.2 Elevation 277.5
270
260
250
240
230 1
220
210
.io LO •
.0 200
190
180
170
160 L
150
140
130
120 L10 5
Sleeve Stress(tsf)0 100 200
Tip Stress COR(tsf
280
i2
L
+ F
I
- - -1
300 400 0 2 4 6 Ratio COR(M)
DCS, =FFF Project No. 08716
L
S
IL
0 10 20 Pore Pressure(tsf)
06/'22/ 00
124File 322uOO8.ECP
CPT-27R APPLIED RESEARCH ASSOCIATES, INC. 06/22/00 North 80001.4 East 55254.2 Elevation 277.5
270T ._ _
260r t I
V i
220 Lc
I I
210
160 -__4K
170 - •
160
150 -:7
140
130
120 I ,_l_,___,___,___,___I_____ , 1 2 3 0 20 40 60 0 10 20 30 0 1 2 3
Bq Friction Angle (deg) Su (tsf) OCR
K> 125 File 322uoo8.ECP DCS, MYFF Project No. 08716
CPT-27R North 8000
APPLIED RESEARCH ASSOCIATES, INC. 1.4 East 55254.2 Elevatio
260 I-
250 H-
240 I-
220 I-
210 -
180 "
170
160LI
150
140 L
130
120 100 1000 10000
Resistivity (ohm-m)
L
I-
0 2 4 6 8 10 Class. FR
SI I I ir
L.-J
"-1
.I
-1
0 20 40 60 80 Blow Count (blows/ft)
DCS, MFFF Project No. 08716
06/22/00n 277.5
126File 322uOO8.ECP
CPT-28S APF North 80001.8
LIED RESEARCH ASSOCIATES, INC.East 55332.0 Elevation 279.2
280
270
260 ~
180
170 L
160
t50
to 5 Sleeve Stress(tsf)
0 100 200 300 Tip Stress COR(tsf)
- 1
U .q
400 0 2 4 6 Ratio COR(%)
0 to Pore Pressure(tsO)
20
File 43lyOO6.ECP DCS, NFFF Project No. 08716 127
05/3 ,/00
250
240
230
220
210
.£200
190
140
130
120
CPT-28S APPLIED RESEARCH ASSOCIATES, [NC. 05/31/00
North 80001.8 East 55332.0 Elevation 279.2
I I
270 Ll L
260
25oL L
i i _i 240H -
230k 7
220 Li
L I
190 , I
180 _ -I
II I
1 0 , I , I i 1 I - !
17 0 _000_0_203 0_
160- It D __Pjto07 2
140 K z 120
1 2 3 0 20 40 60 0 10 20 30 0 1 2 3
eq Friction Angle (deg) Su (tsr) OCR
File 431y006.ECP DCS, MffF Project No. 08716 1 28
Sand
-• Sand Mix I Sand
I-Sa Fine Gr SaFineGr I
j Sand - I
Sand Mlix
-•Sand Mix| -,Sand Mix * Sand Mix !
Sand Mix
Ci Silt
Th
il silt.m
Sand Mix
Ci Silt
Sand Mix
"SI SClay I I
Sand Mix CI Silt
i Sand Mix
S Clay
2 4 6 8 10 Class. FR
APPLIED RESEARCH ASSOCIATES, INC.
1.8 East 55332.0 Etevatio
L 1 -- 4
! r
I I
0 20 40 60 80 Blow Count (blows/ft)
DCS, MFFF Project No. 08716
CPT-28S North 8000
05/3t./00n 279.2
240 I
230 -
220 I-
210 I-
180
170
160 1-
150
140
130
120
129File 43lyOO6.ECP
CPT-2
280
270 L
260
250
240
230 L
220
210
0200
190
180 -.
170 L
160
150 F
140 Ir
130 L
120 10 5
Sleeve Stress(tsf)
39R APPLIED RESEARCH ASSOC[ATES, [NC. North 79985.8 East 55422.4 Elevation 276.4
/. , ,i I *1
i I
0 100 200 Tip Stress COR(tsf
S1 I
I L ]
300 400 0 2 4 6 Ratio COR(%)
06/13/00
r"
h
0 to 20 Pore Pressure(tsf)
140File 413uOO9.ECP DCS, MFFF Project No. 08716
270 LI
260
250
240
230 b
220 F
210
190
180
170
160
150
140
130
1~n
Bq
File 413uOO9.ECP
CPT-29R APPLIED RESEARCH ASSOCIATES, INC. 06/13/00
North 79985.8 East 55422.4 Elevation 276.4
L
if .
2 L
7
K7
jF,
113
_ P
ILL
III
-7 -
I I
2 3 0 20 40 600 10 20 30 0 1 2 3 Friction Angle (deg) Su (1sf) OCR
131 DCS, MEF Project No. 08716
CPT-29R APPLIED RESEARCH ASSOCIATES, INC.
North 79985.8 East 55422.4 Elevation 276.4
100 1000 10000 0 2 4 6 8 10 Resistivity (ohm-m) Class. FR
1_ -.4
KL
-4
7
0 20 40 60 80 Blow Count (blows/ft)
File 413o009.CP DCS, MNffF Project No. 08716 132
06/13/00
250 1-
230 F-
220 i-
190~
180 -
170
160
150
140 F
130
120
280
270 H
260
250 L
240
230 L
220 L
.0 200 L
110
190 L
160 r
170
160
150
140
130 r
120
10 5 Sleeve Stress(tsO)
0 100 200 300 Tip Stress COR(tsf)
400 0 2 4 6 Ratio COR(%)
CPT-30R APPLIED RESEARCH ASSOCIATES, [NC. North 79973.4 East 55538.3 Elevation 274.2
-
~i.
1*~i ?
1i -J
0 1o 20 Pore Pressure(tsf)
File 414u001.ECP DCS, MFFF Project No. 08716 133
06/14/00
F
CPT-30R APPLIED RESEARCH ASSOCIATES, [NC. 06/14/00
North 79973.4 East 55538.3 Elevation 274.2
270K
260
250 F -
240 I I
230 H- -' I - ?_ .
220 - -, -
210- HF o -4
I I• I <•
I I{
,60 - 14
1801 - - _ , _
170 ' •• .>- -:•
160 _ _
150 i- L
140 -
130 I
1201 '- :I .I __ ___.__ __
0 1 2 3 0 20 40 60 0 10 20 30 0 1 2 3
Bq Friction Angle (deg) Su (tsf) OCR
File 414u001.ECP DCS, MFFF Project No. 08716 '134
CPT-30R APPLIED North 79973.4
10 100 1000 10000 0 2 4 6 8 10 Resistivity (ohm-m) Class. FR
File 414u00L.ECP D
RESEARCH ASSOC[ATES, INC. East 55538.3 Elevation 274.2
06/14/00
270 V-
CS, MNFF Project No. 08716
260
250
240
N
> I-I
L
0 20 40 60 80 Blow Count (blows/ft)
230
220
210
180 i
170
160
150
140
130
120
280
270
260
250
240 1
230
220
210
.0 200
>
190F
160
170
160
150
140
130 L
12010 5
Sleeve Stress(tsf)0 t00 200 300
Tip Stress COR(tsf)
I _ _ _
400 0 2 4 6 Ratio COR(%)
CPT-31S APPLIED RESEARCH ASSOCIATES, INC. North 79977.3 East 55610.3 Elevation
II,
0 10 20 Pore Pressure(tsf)
File 401uOO2.ECP DCS, NEFF Project No. 08716
06/01/00 271.7
7
-. L
'1 -
136
CPT-31S APPLIED RESEARCH ASSOCIATES, INC. 06/01/00 North 79977.3 East 55610.3 Elevation 271.7
270 V
250 4 2
240
230r "-K
IIi 220 -- -
II -I
Fv77 iF'
190 N I q ___
ii I 170
Ii "
160
150 r "
I F
130 I r I i ___
120 IlI , '
0 1 2 3 0 20 40 60 0 10 20 30 0 1 2
Bq Friction Angle (deg) Su (tsO) OCR
File 401uOO2.ECP DCS, MFFF Project No. 08716
137
CPT-31S APF North 79977.3
PLIED RESEARCH ASSOCIATES, INC.East 55610.3 Elevation 271.7
240 I-
230 r-
220 1
210 F
190 f 180 L
170
160
150
140
130
120 L
270 I
0 2 4 6 8 10 Class. FR
0u20 40 60 0B Blow Count (bLows/ft)
DCS, MFFF Project No. 08716
260 F
o-%
L L
=
I1
250 -
13S
06/0 1 /00
File 40lu002.EiCP
CPT-32R APF North 80005.4
10 5 Sleeve Stress(tsf)
LIED RESEARCH ASSOCIATES, INC. East 55755.6 Elevation 264.7
0 100 200 300
Tip Stress COR(tsf)
•.•, 280
270
260 F
250 L
240
230 r
220 L
210L
.o 200 1
>1
190 r
180 1r
170
16 0 F
150
140
130
120 L 0 10 20 Pore Pressure(tsfl
DCS, MFFF Project No. 08716
I ' Z I
400 0 2 4 6 Ratio COR(%)
File 324uOO.ECP 139
06/24/00
1
270K
260
250r
240
230 L
220
210
180l
1605"
150
::
130
120L
0 2 30 Bq
20 40 Friction Angle (deg)
60 0 10 Su (tsf)
20 30 0
CPT-32R APPLIED RESEARCH ASSOCIATES, INC.
North 80005.4 East 55755.6 Elevation 264.7
7-1
_? 4 iL
I -Z
-J - -1I
I i--
4 -1 2 -1
* 2
-- 4
D7
1 2 3 OCR
File 324u00.ECP DCS, MFFF Project No. 08716 140
06/24/00
CPT-32R APPLIED North 80005.4
RESEARCH ASSOCIATES, [NC. East 55755.6 Elevation 264.7
270
260
250
240
230
220
2 10
180
170
140
t0 100 1000 Resistivity (ohm-m)
10000 0 2 4 6 8 10 Class. FR
1
I-
5
0 20 40 60 80 Blow Count (blows/ft)
File 324uOO.ECP DCS, MFFF Project No. 08716
06/24/00
141
280I
270 L
260 [
250
240
230
220 I
210
o200 I
190
180 r
I
170 L
160
150 k
140
130
12010 5
Sleeve Stress(tst)0 100 200 3
Tip Stress COR(tsf)00 400 0 2 4
Ratio COR(%)
CPT-33R APPLIED RESEARCH ASSOCIATES, INC. North 79842.0 East 54922.7 Elevation 274.6
-1 1
iJ -' L
I
4!,
I i _
6 0 [0 2C Pore Pressure(tsf)
File 413u0O3B.ECP DCS, MFFF Project No. 08716 142
06/13/00
L
rI
N--
S270
260
250
240
230
220
210
190
180
170
160
150
140
130
120
143File 413uOO3B.ECP
DCS, MFFF Project No. 08716
L
0 1 2 Bq
CPT-33R APPLIED RESEARCH ASSOCIATES, INC. 06/13/00 North 79842.0 East 54922.7 Elevation 274.6
SI _I •
iL
S 7i -4- -4 _
Si I'I ,_I I A•
r'
_ - I I-- , •
, - * .
4
i7
30 20 40 60 0 10 20 30 0 1 2 3 Friction Angle (deg) Su (tsf) OCR
CPT-33R APPLIED RESEARCH ASSOCIATES, INC. 06/13/00 North 79842.0 East 54922.7 Elevation 274.6
I i T
260 L. , L
Sand r 250'
230 Sand Mix
220 I
Sand 210
Sand Mix
I Clay 190 Li -J
"" SClay' 130 - _
I0 00 O0 10 0 san 6 MO0i0 40 60
Clas/ Fie4 uSaOne Clay
SandC ix
150 K1
140 1Clay - -',
120 10 100 1000 10000 0 2 46 810 0 20 40 60 60
Resistivity (ohm-rn) Class. FR Blow Count (blows/tt)
file 4luO3BECP DCS, MEFFF Project No. 08716 14 4
CPT-34S APPLIED RESEARCH ASSOCIATES, INC. North 79826.9 East 55323.2 Elevation 270.8
10 5 Sleeve Stress(tsf)
0 100 200 Tip Stress COR(tsf)
300 400 0 2 4 Ratio COR(%)
280
270
260
250
240
230
220
210
o 200
190
180
170
160
150
140
130
120
File 407uOtB.ECP DCS, MFFF Project No. 08716
06/07/00
-i
6...2
P r I -II
r
I
6 0 10 20 Pore Pressure(ts!)
145
CPT-34S APPLIED RESEARCH ASSOCIATES, INC. 06/07/00 North 79826.9 East 55323.2 Elevation 270.8
270.
i "
230 1
260 - I-
Fi
220k
210
IL
INI
100 160- I
r -] -I
1401 I I .J
160--' I
F iF ,~
I -,
140
_3 0 L I L-
0 1 2 3 0 Bq
20 40 Friction Angle (deg)
60 0 10 Su (tst)
I I
20 30 0 1 2 3 OCR
File 407u009B.ECP DCS, MFFF Project No. 08716146
120
CPT-34S APE North 79826.9
270
LIED RESEARCH ASSOCIATES, INC.East 55323.2 Elevation 270.8
260
250
240
r Sand d
a I nd
SSand
Sand
Clay
180 L
170 k
160 H
140 L
r
130 -
Sand Mix I
Sand
2 Si Clay
iCl Sill I Clay ISa Fine Gr
Sand Mix
Sad i
Si Clay
Sand
I I I i I
0 2 4 6 8 10 Class. FR
0 20 40 60 80 Blow Count (blows/ft)
147File 407uOOlB.ECP DCS, MFFF Project No. 08716
06/07/00
230
220
210
150 :7
120
CPT-35S APPLIED RESEARCH ASSOCIATES, INC. North 79888.6 East 55389.0 Elevation 272.6
Si I -4
10 5 Sleeve Stress(tsO)
0 100 200 300 Tip Stress COR(tsf)
• .
280 .
270
260
250
240
230
220
21o 0
.2 200 r
190
180
170
160 1"
150
140
130
120 L
06/03/"00
r
0 10 20 Pore Pressure(isf)
File 403uOO5.ECP
DCS, MFFF Project No. 08716 1 4 8
i- i
400 0 2 4 6 Ratio COR(%)
CPT-35S APPLIED RESEARCH ASSOCIATES, INC. North 79888.6 East 55389.0 Elevation 272.6
270 1
260N 2
250 I-
240 I-
230
220
210
180
170
160 -
150 -
140 i-
0 1 2 3 Bq
_K<
-- 1
Errors 105-140
0 20 40 Friction Angle (deg)
-1
7
L
i7
I-
Hi 60 0 10 20 30
Su (tsf)0 1 2 3
OCR
File 403u005.ECP
DCS, MEFFF Project No. 08716
06/03/00
130
120
149
CPT-35S APPLIED RESEARCH ASSOCIATES, INC. 06/03/00 North 79888.6 East 55389.0 Elevation 272.6
270- , Sand
- I
2 6 0 - '.• oc OC - Clay " U
,and 25ok L
SSand )Vix
"" _ I " I
230 -r Sand 1r
2201-. Sand Mix dSan
210 - Sand _F_
Clay
Sa Fine Gr I ___Si Clay
Sa.Fine Gr
Sand Mix
18 Sand
I ~ClayI 171
160 H L
II tJ
150 - (mputer Errors 105-140 ft
140
130 ,- --- iSand Mi_. x
120 , I 0 2 4 6 8 10 0 20 40 60 80
Class. FR Blow Count (blows/ft)
File 403uOO5.ECP DCS, M.FFF Project No. 08716 1 5 0
CPT-36R APPLIED RESEARCH ASSOCIATES, INC. North 79898.9 East 55478.3 Elevation 273.4
280
270 I
260
250
240
230 :
220
210
o 200
>
190 I
180 h
170 L
160 "
150 iL
140 L
130
120 Lt10 5
Sleeve Stress(tsf)0 100 200 300
Tip Stress COR(tsf)
- 4
I r L F
-I F
400 0 2 4 6 Ratio COR(%)
I
L_
I-I
H
1-i
I- -I IF
0 10 20 Pore Pressure(tsf)
151DCS, MIFFF Project No. 08716
06/13/00
File 413uOOT.ECP
CPT-36R APPLIED RESEARCH ASSOCIATES, INC. 06/13/00 North 79898.9 East 55478.3 Elevation 273.4
I ' -I
270K I I I [
260- - i
220
F Ii
240 230 F-ih -' f '~ -! '
190
190
170
160 I
150
140 - -
130 -L
I I
120 0 1 2 30 20 40 600 10 20 300 1 2 3
Bq Friction Angle (deg) Su (tst) OCR
File 413007.CP Fie43O7EPDCS, MEFF Project No. 08716 1 5 2
CPT-36R API North 79898.9
'LIED RESEARCH ASSOCIATES, INC.East 55478.3 Elevation 273.4
10 100 1000 Resistivity (ohm-m)
270
260
250
240
230
220
210
2j I
Sand Gr Sand
1 Sa Fine Gr
Sand Mix
Sand
L -,
I I
* ]
-J
Clay
_ _... I . I I i
10000 0 2 4 6 8 10 Class. FR
-J:
0 20 40 60 80 Blow Count (blows/ft)
DCS, MFFF Project No. 08716
06/13/00
Sand Mix
180
170
160
150
140
130
120
File 413u007.ECP153
-Clay Sa Fine Gr
S Clay
Sand Mix
-1. Sand Mix Clay Clay
Sand Mix
"'ae~
280
270
260
250
240
230
220
210
o 200
190
180
170
160
150
140
130
120
CPT-37S APPLIED RESEARCH ASSOCIATES, INC. North 79886.1 East 55629.4 Elevation 268.4
-L '
10 5 Sleeve Stress(tsf)
0 100 200 300 Tip Stress COR(tsf)
400 0 2 4 6 Ratio COR(%)
06/05/00
L -1
k
0 10 20 Pore Pressure(tsf)
DCS, MFFF Project No. 08716File 405uOOIECP 154
CPT-37S APPLIED RESEARCH ASSOCIATES, INC. 06/05/00 North 79886.1 East 55629.4 Elevation 268.4
[ I 270 L !
260
250 - - r-
240
220
2 !
Z'5
7$
C
-I
190
180
170 -
160 I
150 ,
140 4•
130
120 n 1 2 3
Bq
I I I I L 0 20 40 60 0
Friction Angle (deg)
-i
10 Su (tsf)
20 30 0 1 2 3 OCR
DCS, MFFF Project No. 08716File 405u001.ECP 155
7
CPT-37S North 7988
APPLIED RESEARCH ASSOCIATES, INC. 6.1 East 55629.4 Elevatio
06/05/00n 268.4
270 [. • , .1K
260
250
240
230
220
220
Sand
Cr Sand
Sand
.Sand Mix Sand
-ana'-i - Sand
Si i
, Sand idix I
* Sand Mix
Sand Mix
Cay
ip Clay
1901 Sand
Sand Mix 1 1 Si Clay
180- -Clay
I I
170I Sand Mix
LOUj ___ ___
150si Clay
140 - Clay
C : Silt
130
120
S2 4 6 8 10 Class. FR
File 405uOO1.ECP
0 20 40 60 80 Blow Count (blows/ft)
156DCS, MFFF Project No. 08716
Za
77
II
CPT-38R APPLIED RESEARCH ASSOCIATES, INC North 79899.9 East 55568.6 Elevatio
f
10 5 Sleeve Stress(tsf)
0 100 200 300 Tip Stress COR(tsf)
280
270
260
250
240
230.
220
210 H CV
0 200 L
190
180 h
170
160 1.
150
140 L
130
120
400 0 2 4 Ratio COR(%)
06/23,"00n 271.3
L
r
File 323uOO1.ECP
DCS, NFFF Project No. 08716
.I.
7 F
7 r
K I
6 0 10 20
Pore Pressure(Lsf)
157
CPT-38R APF North 79899.9
LIED RESEARCH ASSOCIATES, INC.East 55568.6 Elevation 271.3
270_
260
250 7 1
240 1
230
220
210
190 L_
180
17 0 2
160t
15014
140
130
120 0 1 2
Bq
7
7 7
I ! I
-i
_ I
I I
, .
,~ k
III I ' I ,___,_,_________
0 20 40 60 0 10 20 30 0 1 2 3 Friction Angle (deg) Su (tst) OCR
DCS, MFFF Project No. 08716
06/23/00
File 323u0.ECP 158
CPT-38R API North 79899.9
'LIED RESEARCH ASSOCIATES, INC.East 55568.6 Elevation 271.3
, I Gr Sand i270 K
260
250
240 '
230
220
210 -
I 1 100 1000 Resistivity (ohm-m)
r
Sand
- Sa Fine Gr
Sand
SsiclIay
Sand
* i Sand Mix * I * I
-q - Cay
10000 0 2 4 6 8 10 Class. FR
K)
)
Pile 323u00L.ECP
DCS, MFFF Project No. 08716
06/23/00
180
170
160
150
140
130
120
159
I
I
0 20 40 60 80 Blow Count (blows/ft)
280
270 L
260
250
240
230
220
210
S200
190
180
170
160
150
140
130
120 L10 o
Sleeve Stress(tsf)0 100 200 300 400
Tip Stress COR(tsf)
-4
I
CPT-39R APPLIED RESEARCH ASSOCIATES, INC. North 80206.6 East 55646.9 Elevation 262.1
I
F
0 10 20 Pore Pressure(tsf)
File 324u005.ECP
DCS, NFFF Project No. 08716
L
I-I
I
1*
0 2 4 6 Ratio COR(%)
160
06/94/00
K
K..
CPT-39R APPLIED RESEARCH ASSOCIATES, INC. 06/24/00 North 80206.6 East 55646.9 Elevation 262.1
27o L
260- -- >1_ ._ _ _
250 U -
240
SI I
230 7- 7
220
210~--i
t I K
190 " - _ I
it I
170 .
160 I _V 1 •
150
140- I-
130 -i
I I 120 I I 0 1 2 3 0 20 40 60 0 10 20 30 0 I 2 3
Bq Friction Angle (deg) Su (Lsa) OCR
File 324u005.ECP
DCS, MFFF Project No. 08716 161
CPT-39R API North 80206.6
PLIED RESEARCH ASSOCIATES, INC.East 55646.9 ElevaLion 262.1
270~-
260
250
240
230
220 .
210 -
Sand
- -- _ oc
Sand
Sand Mix Si Clay
Sa Fine Gr i Clay
Sand Mix
190
I
170
160 L-
150 .
140 iL
130 I-
4
. .. . I .I . . .
10 100 1000 10000 Resistivity (ohm-m)
0 2 4 6 8 10 Class. FR
I
0 20 40 60 80 Blow Count (blows/tt)
DCS, MFFF Project No. 08716
06/24-/00
-I7
(
120
File 324u005.CP 162
7 -r
CPT-40R API North 79941.1
S~2801
270
260
250
240 L
230
220
210
8.2 00 L
k.j >
190
180
170
160 L
150 1
140
130
12010 5
Sleeve Stress(tsf)
t , -- i
0 100 200 300 Tip Stress COR(tsf)
4
400 0 2 4 6 Ratio COR(%)
DCS, MEFF Project No. 08716
PLIED RESEARCH ASSOCIATES, INC. East 55448.0 Elevation 275.0
71 7 :
!L _ /
I L
IZ
-- 4L
- j
File 324u007.ECP
0
163
06//94/00
10 20 Pore Pressure(tsf)
CPT-40R APPLIED RESEARCH ASSOCIATES, [NC. North 79941.1 East 55448.0 Elevation 275.0
- i :
270 I
260k-.
250 -- - 4
240 -1
230 :, ~i
220o L. l ~,
210
ILL
M90- -Jtoo
_ I __ .
' ' i -°° i
160 16 I -I i I r IL I ! I
150- - -
140 7!
l- L J, J I"I
I I ' 120
0 1 2 3 0 20 40 60 0 10 20 30 0 Bq Friction Angle (deg) Su (tsf)
06/24/00
1 2 3 OCR
File 324uOO7.ECP
DCS, MFFF Project No. 08716 164
CPT-40R AP] North 79941.1
270
260
250
240
230 7
220 "
2 10 ý
-4
-4
It- I•
to 100 1000 10000 Resistivity (ohm-m)
PLIED RESEARCH ASSOCIATES, INC.East 55448.0
1 -i Cr Sand
Sand
Sa Fine Gr
Sand Mix
S* Sand
Sand Mix
Si Clay
0 2 4 6. 8 10 Class. FR
Elevation 275.0
7
7
DCS, MIFFF Project No. 08716
06/24/00
170
160
150
140
130
120
File 324uOO7.ECP165
2
4 -"
7
! -L
L1
I I
0 20 40 60 80 Blow Count (blows/ft)
APPLIED 80169.8
RESEARCH ASSOCIATES, INC.East 55591.7 Elevation 267.5
280
270
260
250
240 F
230
220
210 -
-I -I
7
10 5 Sleeve Stress(tsf)
0 100 200 Tip Stress COR(tsf
-i
L
! I
300 400 0 2 4 Ratio COR(%)
.7I~ h
0 10 20 Pore Pressure(tsf)
File 408L001.ECP
DCS, MFFF Project No. 08716
CPT-42 North
07/08/00
.2 200
190
180
170
160
150
140
130
120
6
F
i
J
=1 -' S
7
166
CPT-42 APPLIED RESEARCH ASSOCIATES, INC. 07/08/00 North 80169.8 East 55591.7 Elevation 267.5
270 -• .•r1 i I
270-- .j -- -"_.
260L-
250 - 7
240 -J ,
230-1 -
220. 7-ii
-30 "- - -- _ <
2F1 L -I
180 L-
17o L L
160
140
130 -
120 -- I 4 '_ _ _ _ 0 1 2 30 20 40 60 0 10 20 30 0 1 2 3 Bq Friction Angle (deg) Su (tsf) OCR
File 408L,00.1CP
DCS, MFFF Project No. 08716 167
CPT-42 APF North 80169.8
LIED RESEARCH ASSOCIATES, INC.East 55591.7 Elevation 267.5
iT
270 'I
Sand 260 - __- _
25 S, n OC-a
Sand 250 '-- -S -• San-"
Sand Yix
24 0 L
Sand
2301.-
* Sand Mix
220 -
S, C1 SiRl
S' ~Clay - 'Sand Mix
210 ~zi- Clay
180
170
160
150
140
130
120
:,.
.7e
0 2 4 6 8 10 Class. FR
I
---
1 --- _
0 20 40 60 80 Blow Cou_ (blows/ft)
File 408L001.ECP 168 DCS, MfFF Project No. 08716
07/08//00
CPT-43 APPLIED North 80257.7
RESEARCH ASSOCIATES, INC. East 55585.0 Elevation 264.0
280
270
260
250
240
230
220
210
200
190 L
180
170
160 7
150 L
10 5 Sleeve Stress(Lst)
I
2 Ii,
0 100 200 300 rip Stress COR(tsf)
: L
I I
I i , 400 0 2 4 6
Ratio COR(%)
F
L
0 10 20 Pore Pressure(tsf)
File 315LO55.ECP
DCS, MFFF Project No. 08716 169
07/15/'00
Z \-
140
130
120
CPT-43 APPLIED RESEARCH ASSOCIATES, INC. 07/15/00 North 80257.7 East 55585.0 Elevation 264.0
270 7
250 7 7
S" !I I
240- -
230 7 . I _ ,_
220. . -,
320C -- - _I
"31
I,,
170 -- i 4
160 7 r
150
140 i -I
130 I
120 0 1 2 30 20 40 60 0 10 20 300 1 2 3
Bq Friction Angle (deg) Su (tsf) OCR
File 315L055.ECP
DCS, MFFF Project No. 08716 170
CPT-43 APF North 80257.7
'LIED RESEARCH ASSOCIATES, INC.East 55585.0 Elevation 264.0
270 -
260 -r sann
Sand 250 • - oc
240-
-and
230- -4
S: ~C1 Silt
Sa Fine Cr
I Clay 210 "'--
-4L
190
170
17
160 .-
150
140
130 k-
Sand Mix
SiClay
Sand Mix
Clay
I . . • I I
0 2 4 6 8 10 Class. FR
I I ! i
/
r -i
K J
V I 1
0 20 40 60 80 Blow Count (blows/ft)
DCS, MFFF Project No. 08716
07/15/00
120
File 315L055.ECP171
CPT-44 North 84
APPLIED RESEARCH ASSOCIATES, INC.
0530.3 East 55109.3 Elevation
300
290 r
280
270 L
260 L
240
230
O220
IF
21o L
200
F
190
130 •
160
150
140
f
-i
10 5 Sleeve Stress(tsf)
0 100 200 300 Tip Stress COR(tsf)
I
ii. i 400 0 2 4 E
Ratio COR(%)
File 320LOO5.ECP
DCS, MFFF Project No. 08716
172
07/20/00284.7
L
i7
_ r
0 10 20 Pore Pressure(tsf)
290
280 ?
27o i
260
250
240 L
230 F
200
190
180
170
160
150
140 0 1 2
8q
CPT-44 APPLIED RESEARCH ASSOCIATES, INC. North 80530.3 East 55109.3 Elevation 284.7
7 7
-
LI
iI "
!7
r
,
1 I
L2 III
IL IL 3 0
iF A
S I- i
i I
3 0 0 40 60 10 0 3 0
Fricion ngle(deg Su tsf
File 320L05.ECP 173 DCS, MFFF Project No. 08716
07/20/00
1 2 3 OCR
CPT-44 North 8053
APPLIED RESEARCH ASSOCIATES, INC.30.3 East 55109.3 Elevation 284.7
290
280 L
270
260
250 L
240
230
210
200
io 190 L
180
170
160
150
140
- oc
Sand'
SanidMix
Santd
Sand Mix
Sand Mix
-1Sand
Sand Mix
aSi Clay
Sand Mix
S& Fine Gr
- Sand Mix
Si Mlay
- ~ C1 silt
Sand Mix
1 Sand Miz
0 2 4 6 8 10 Class. FR
J
A~i
0 20 40 60 80 Blow Count (blows/fL)
DCS, MFFF Project No. 08716
07/20/00
File 320L005.ECP 174
CPT-45 AP North 80531.1
?LIED RESEARCH ASSOCIATES, INC.East 55194.0 Elevation 280.5
300
290
280
270
280
250
240 L
230
220
2I1 -
200 1-
190 -
180 '-
170 1-
160
150 ,
10 5 Sleeve Stress(tsf)
I I I
1-
-1
j -1
0 100 200 rip Stress COR(tsf)
300 400 0 2 4 Ratio COR(%)
777
: F
I _:-A m
6 0 10 20 Pore Pressure(tst)
File 321L001.ECP
L
V
F
S
DCS, MFFF Project No. 08716 175
07/21/00
140
CPT-45 API North 80531.1
'LIED RESEARCH ASSOCIATES, INC.East 55194.0 Elevation 280.5
I
29o L_
280 ~- --!
270-
260
250
240 H
230
210
200
190 '-
180
170
160
150
140 0 1 2 3
Bq
L
-i L.•
SJL
4 ; 1 i h
IF & - I ,i
1• i
..- "1-
9
0 20 40 Friction Angle (deg)
F"i
80 0 10 20 30 Su (tst)
f.-J
0 1 2 3
OCR
176DCS, MFFF Project No. 08716
07/21/00
File 321OLOO.ECP
CPT-45 North 8053
APPLIED RESEARCH ASSOCIATES, INC.1.1 East 55194.0 Elevation 280.5
290
280s C." Sand
Ccl 270! -J
Sand
Sand
260 r - S
Sand Yix
Sand 250 •- , J
Sand Mix
240 Si Clay
I Sand
I Sand Mix
Clay~ 2 e Soft Cay I
200 L i ClSilt Sand Mizxv
190 I L Sand Mi
SSoft Clay 180
170 -Sand Mix
160 Clay
Soft Clay
150Clay
140 my0 2 4 6 8 10
Class. FR
L 4
/-j
0 20 40 60 80 Blow Count (blows/It)
File 321LOt.ECP
DCS, MFFF Project No. 08716
07/21/00
177
CPT-46 APP
North 80482.0LIED RESEARCH ASSOCIATES, INC.
East 55032.8 Elevation 284.5
290
280
270
260 F
250
240
230 i
220
210 -
10 5 Sleeve Stress(tsf)
I�nA
�1 -4
-j
-4
0 100 200 300 Tip Stress COR(tsf)
400 0 2 4 Ratio COR(%)
I
I .
.1 L
j
6 0 t0 20 Pore Pressure(tst)
178DCS, MFFF Project No. 08716
Iz�
07/20/00
0
200
190
180
170
160
150
140
file 320L003.1CP
I,,'
I
I
KJ I
F -
CPT-46 APPLIED RESEARCH ASSOCIATES, INC. North 80482.0 East 55032.8 Elevation 284.5
2 L
j L_
260 L
250,- - - I
240 _
230 LL
IsL 210
200 NiL 190
I H %
II -
I -!
170 7-
160L
150 -J
140 0 1 2 30 20 40 60 0 10 20 30 0
Bq Friction Angle (deg) Su (tsf)
07/20/00
1 2 3 OCR
File 320,OO3.ECP
DCS, MFFF Project No. 08716179
CPT-46 APF North 80482.0
LIED RESEARCH ASSOCIATES, INC.East 55032.8 Elevation 284.5
-:Gr Sand
Sand
• _J
Sand Yix
I Sand
_ - Sand Mix
Sand
290
180File 320LOO3.ECP
DCS, MIFFF Project No. 08716
07/20/00
280
270
r A
F 4I
L3
0 20 40 60 80 Blow Count (blows/It)
260
250
240
230
200
190
180
170
160
150
1400 2 4 6 8 10
Class. FR
300
290
280
270
260
250
240
230
.o 220
210
200
190
180
170
160
150
14010 5
Sleeve Stress(tsf)0 100 200
Tip Stress COR(tsf)300 .400 0 2 4
Ratio COR(%)6
CPT-47 APPLIED RESEARCH ASSOCIATES, INC. North 80456.7 East 55146.5 Elevation 284.1
1* IIi
Fi
r ~I
2i ,
JIJ
L
- i ,
F 7.7!
File 320L0071.CP 181
DCS, MFFF Project No. 08716
07/20/00
t
0 10 20 Pore Pressure(tsf)
290
280
270 L
250 rI 260
240
230
210
200
190
170"
160
150
140 0
182
CPT-47 APPLIED RESEARCH ASSOCIATES, INC. 07/20/00 North 80456.7 East 55146.5 Elevation 284.1
I 7 -~ .- -9
Ii ½
2 Fr
iri
iI~
I i.
2 30 20 40 600 10 20 300 1 2 3 Bq Friction Angle (deg) Su (tsf) OCR
File 320LO7.ECP
DCS, MFFF Project No. 08716
CPT-47 APF North 80456.7
LIED RESEARCH ASSOCIATES, INC.East 55146.5 Elevation 284.1
290
280 L
270 L
260 t-
250 -
"- iGr Sand
0C
I Cr Sand
Sand dix
_ Sand
* Sand Mix
Sand
2-4
0 2 4 6 8 10 Class. FR
I~1
I - -4
0 20 40 60 80 Blow Count (blows/It)
File 320L007.1CP
DCS, MFFF Project No. 08716
07/20/00
240
230
200
190
1t0
170
160
150
140
183
CPT-48 APPLIED North 80463.6
300 r
290
280
270 !.
260
250
240
230 L -,.,
o 220 m
210
200
190 L
180
170
160
"10 L
140
10 5 Sleeve Stres(tss)
0 100 200 Tip Stress COR(tsf
I I i i
RESEARCH ASSOCIATES, INC. East 54964.1 Elevation 281.2
II
J 1
_ ,
4 i
-J
YF
300 400 0 2 4 6 0 Ratio COR(%)
File 3221.405.CP DCS, MFFF Project No. 08716 184
07/22/00
X
10 20 Por Pressure(Lsf)
290
280
270 L
260 L
250 L240
230
210
200
190 r
180
170
160
150
140
CPT-48 APPLIED RESEARCH ASSOCIATES, INC. 07/22/00 North 80463.6 East 54964.1 Elevation 281.2
4
I
* I
1 ,1 1K1
~*1
'F I
30 20 40 600 10 20 300 1 2 3 Friction Angle (deg) Su (tsf) OCR
185DCS, MFFF Project No. 08716
1 2 Bq
0
File 322W0O5.ECP
CPT-48 APE
North 80463.6LIED RESEARCH ASSOCIATES, INC.
East 54964.1 Elevation 281.2
290- -1
260
SOC - Mya)
270 IT
260
250
Sand
240
2 30 - -i
" I !I
210-L
200
190
=
180 i-
170 !
160
150
1400 2 4 6 8 10
Class. FR
! I ; I
L2
ii I
- -i
0 20 40 60 80 Blow Count (blows/ft)
186File 322L005ECP
DCS, MFFF Project No. 08716
07/22/00
APPLIED 80332.7
RESEARCH ASSOCIATES, INC.East 54931.1 Elevation 292.4
300
290
280
270
260
250
240
230 r i
220 L
210
190
iao I -i
160 *-
10 5 Sleeve Stress(tsf)
55't
0 100 200 Tip Stress COR(tsf
i L
-4
.4
zs�
S L
300 400 0 2 4 6 Ratio COR(%)
0 10 20 Pore Pressure(tsf)
DCS, MFFF Project No. 08716
CPT-49 North
07,/19/00
0
15U
140
File 319LOO3.ECP 187
1�
X:
CPT-49 APPLIED RESEARCH ASSOCIATES, INC. North 80332.7 East 54931.1 Elevation 292.4
I r 290F
2 L
290, -' -_ • " -
270
i7
260
"I
250 L - L
240 L
I 7 4 r
17 0 -z
rJr
160 7, 1
-•
150- -
SF :
160
150 -1
140 ' I I
0 1 2 3 0 20 40 600 10 20 30 0 Bq Friction Angle (deg) Su (tsf)
File 319L003.ECP
DCS, MEFF Project No. 08716
07/19/00
S 2 3 OCR
188
CPT-49 APP North 80332.7
LIED RESEARCH ASSOCIATES, INC.East 54931.1 Elevation 292.4
290 7.- CrSand
Sand Mix
280 ' 'Jav
- Sand Mix 2 7 0 F
, : Sa~ine ,r
* - Sand Mix
260 Sand Mix
250
240
I. i Sand Mix 230 •
210 h
200 k
4 Clay
SSand Mix
"1-0 I Sand Mix
ZeO Lr c, sti L LL
180 Clay
170 -U -- . Sand Mix
160
140 1 0 2 4 6 8 10
Class. FR
File 319LOO3.ECP
SI7
I_ I
H
r!
L.
0 20 40 60 80 Blow Count (blows/ft)
189DCS, MFFF Project No. 08716
07/19/00
CPT-50 APF North 80370.9
LIED RESEARCH ASSOCIATES, INC.East 55140.0 Elevation 294.4
290
280
270
260
250
240
230 •
.2 2o L
210
200
190 h
180 L
170
160 1
150
140 L10 5
Sleeve Stress(tsf)0 100 200 300
Tip Stress COR(tsf)400
300
eJp
td
ri
0 2 4 6 Ratio COR(%)
DCS, MFFF Project No. 08716
L
77
I
0 tO 20 Pore Pressure(tsf)
07/,19/00
File 319L001.ECP 190
CPT-50 North 803'
APPLIED RESEARCH ASSOCIATES, INC. 70.9 East 55140.0 Elevatio n 2
I. I
290i- -4 , I
280
270
260
250
240 L
230 L. -4
210
200
180
170
160
150
1400 1 2 3
Bq
/7
L.
L
-I
III
0 20 40 60 0 10 20 30 Friction Angle (deg) Su (tsf)
r7 SS j
2
DCS, MFFF Project No. 08716File 319LOOI.ECP 191
07/19/00
94.4
! 7
L
O 1 2 3 OCR
-CPT-50 APP North 80370.9
LIED RESEARCH ASSOCIATES, INC.East 55140.0 Elevation 294.4
I - i
290 F -• Cr Sand
Sa ine Gr Sand
280 Srand Mix
OC - Clay
Cc
270- • Sand
- , Sand Mix
260 Sand Mix
Sand
250H
Sand Mix
2 4 0 k- !-•
i30
Sand
Sand Mix
210L Cly
IK
SSand
.•ix
200
Sand Mix i
190 l oSilt
180 .
Clay
170 :-
_I V Silt
160
150
140
Sand Mix
,II t L - I
0 2 4 6 8 10 Class. FR
L
L
i -I
0 20 40 60 80 Blow Count (blows/ft
192Mle 3l9LooI.ECP
DCS, MFFF Project No. 08716
07/19,1"00
CPT-51 North 803:
APPLIED RESEARCH ASSOCIATES, INC. 18.7 East 55198.3 Elevatio
300
290 -
280
270
260
250
240
230
10 5 Sleeve Stress(tsf)
I
0 100 200 Tip Stress COR(Lsf)
300 400 0 2 4 6 Ratio COR(%)
i - J
DCS, MFFF Project No. 08716
07/181/00n 295.5
.2 220
210
200
190
180
170
160
150
140
File 318L008.-CP 193
L
0 10 20 Pore Pressure(isf)
CPT-51 APPLIED RESEARCH ASSOCIATES, INC. 07/18/C00 North 80318.7 East 55198.3 Elevation 295.5
FI _ _ _ _ __I_
290 -i I- L r -i-, F7
280 - -2 -•'
2 7 0 L - -'' -,-
260"- :.
250
240 7- -
230Y L ) •-I 7B
" I" - I- - r
! I I- L
2001 "II
200'L.
190 .
170 _ _
160
II i
140 60 0 0 2 30 0 0 1 2 3 0 20 40 10 0 10 20 30 1
Bq Friction Angle (deg) Su (tsf) OCR
File 318o008.1CP 194 DCS, MFFF Project No. 08716
CPT-51 API
North 80318.7'LIED RESEARCH ASSOCIATES, INC.
East 55198.3 Elevation 295.5
29
28
27
26
25
24
23
, ay 90 OC--la
S• Gr Sand 7,
Sa Fine Gr 10 1- Sand Mix F 'Sand Mix
Gr Sand
Sand
;o L Sand Viz
0 7
0 'Sand Mix
0 • • ~Clayit
band mix oL
Clay
Sand Mix
Si me r
I Sand Miz
F! 0 2 4 6 8 10
Class. FR
210
200
190
180
170
160
150
140
i L
r
0 20 40 60 80 Blow Count (blows/ft)
File 318L0081.CP
DCS, MFFF Project No. 08716
07,/18/00
195
300
290
280
270
260
250
240
230
.3 220 L
>
210
200
190
180 L
170
160
150
140-0 100 200
Tip Stress COR(tsf)
F
"II
300 400 0 2 4 6 Ratio COR(%)
CPT-52 APPLIED RESEARCH ASSOCIATES, INC. North 80277.0 East 54867.3 Elevation 293.4
.L
7
½ .
- I S-'-.
File 319LOO5.ECPDCS, MFFF Project No. 08716
07/ 19/00
10 20 Pore Pressure(tst)
10 5 Sleeve Stress(tsf)
196
CPT-52 APPLIED RESEARCH ASSOCIATES, INC. 07/19/00 North 80277.0 East 54867.3 Elevation 293.4
2B0
: L
280 --
II
260 L .
II i ;
2 5 o -- •
cCi
24, --
I 'r!
I i " I
2160
-4 -. •
- "
150k
I I t 160'-4,
10 1 2 30 20 40 600 10 20 300 1 2 3 Eq Friction Angle (deg) Su (tsf) OCR
Fie00 197 File329005ECPDCS, MIFFF Project No. 08716
CPT-52 APPLIED RESEARCH ASSOCIATES, INC. 07/19/'00 North 80277.0 East 54867.3 Elevation 293.4
290- - oc .
I8 - : a~
ISand
Sand YIX
5and 270 3 Sand Mix
SCl Silt
FSi Clay Sand
260 L
250 Sand Mix
240 .
Sand
Sand Mix I
IL Clay I
3a r 'inu 2190 -i Sand Mix r
1B0~- - -~Clay
200 C1 silt
SL j~Sand Mdix 190 L
too A ClOay
170 F
160
1
140 0 2 4 6 8 10 0 20 40 60 80
Class. FR Blow Count (blows/ft)
File 3l9rOO5.zCP
DCS, NFfFF Project No. 08716 19 8
300
290
280
270
260 .
250
240
230
o 220
210 L
200 !
190
180
170
160
150
140
CPT-53 APPLIED RESEARCH ASSOCIATES, INC. 07/15/00 North 80309.5 East 55059.9 Elevation 292.8
7 ii
LI
10 5 Sleeve Stress(tsf)
0 100 200 300 Tip Stress COR(tsf)
400 0 2 4 'Ratio COR(%)
,
6 0 10 20 Pore Pressure(tsf)
File 315Lf22.ECP 199 DCS, MEFF Project No. 08716
CPT-53 APPLIED RESEARCH ASSOCIATES, INC. North 80309.5 East 55059.9 Elevation 292.8
j [ L
290L H28H i lI
280 - - _
C-270 7-" :•
260 7
250 - 7 _
240 -
230!
2 -
180 i. 0 . '
170 t- 7
1600 II ,
150 L"
18 - L
140 0 1 2 30 20 40 600 10 20 30 0
Bq Friction Angle (deg) Su (tsf)
File 315L022.ECP
DCS, MFFF Project No. 08716
07,/15 '00
1 2 3 OCR
200
CPT-53 APPLIED RESEARCH ASSOCIATES, INC. North 80309.5 East 55059.9 Elevation 292.8
290 oc
Sand
280 I - i Sand
270 -G Sand
Sand Mix
260
Sand
250
7 Sand Mix
Sand 240 Sand Mix
230'
i Sand Mix
I a
210 L
200 L
190
180 L
170
0 2 4 6 8 10 Class. FR
0 20 40 60 80 Blow Count (blows/ft)
File 315L022.ECP 20 1 DCS, MFFF Project No. 08716
07/15/00
160
150
140
i : i
APPLIED 80243.1
RESEARCH ASSOCIATES, INC. East 54940.0 Elevation 293.7
300
290
280
270
260
250
240
230
.2 220 >
210
200
190
180
170
160
150
140
-4
)
72�
10 5 Sleeve Stress(tsf)
0 100 200 300 Tip Stress COR(Lsf)
I'
400
!1
I
0 2 4 6 Ratio COR(%)
�I.
I�i
II
0 10 20 Pore Pressure(tsf)
File 320L0011.CP
DCS, MFFF Project No. 08716
CPT-54 North
07/920/00
$..
e,2o
290
280
270
260
250
240
230
210
200
190
180
170
160
150
140 0 1 2
Bq
File 320LOOL.!CP
CPT-54 APPLIED RESEARCH ASSOCIATES, INC. 07/20/00 North 80243.1 East 54940.0 Elevation 293.7
I' ' I j I
, -•
4
I I
I' i i :)
2
I ,
1 ,
30 20 40 600 10 20 300 1 2 3 FricLion Angle (deg) Su (tsf) OCR
203DCS, MFFF Project No. 08716
CPT-54 APT North 80243.1
'LIED RESEARCH ASSOCIATES, INC.East 54940.0 Elevation 293.7
L oc
F • Sa ine Or
Sand
Sa Fine ,r
r - :Si Clay
, i I Sand Mdix
Sand Mix
Sand
-• Sand Mix
2:oL =
2,ooU _ 200k •
i90
180 .. -I
170 -
160 k
150 I
CL Silt Sand 'dix
iSa Fine Cr
i Clay
Sand Iiai
I I . . I
0 2 4 6 8 10 Class. FR
290
280
270
260
250
240
230
DCS, MFFF Project No. 08716
07/20/00
Ir IJ
F I
-i
0 20 40 60 80 Slow Count (blows/ft)
140
File 320L00L.ECP 204
CPT-55 APP North 80259.6
LIED RESEARCH ASSOCIATES, INC.East 55141.9 Elevation 294.4
290
280
270
260 L
250
240
230 ,
o 220 L
210 L
200
190
180
170
160
150
14010 5 0 100 200 300
Sleeve Stress(tsf) Tip Stress COR(tsf)400 0 2 4
Ratio COR(%)
* I
- L
*I
L I L
* I
6 0 10 20 Pore Pressure(tsf)
File 3181052.ECP
DCS, MFFF Project No. 08716
300
07/18/00
20S
CPT-55 APPLIED RESEARCH ASSOCIATES, INC. 07/18,,00 North 80259.6 East 55141.9 Elevation 294.4
290 oi- -,
280~
270~-I :
260 - 7
250 7
240
I r 230k-~
I-
210- - -
200'
190 r- -,
,I
1,70
160- -_
S._r
150 F I _
0 0 20 40 60 0 10 20 30 0 1 2 3 Bq Friction Angle (deg) Su (tsf) OCR
1702
0 6 '
File 3181,05.EC DIS, MvFF Project No. 08716
CPT-55 APF North 80259.6
'LIED RESEARCH ASSOCIATES, INC.East 55141.9 Elevation 294.4
290
280
270
260
250
240
230
0 2 4 6 8 10 Class. FR
Cr Sand
_ _ .Sand Mix S cc
SSand
Sand
pcla
tSi Clay Sand Mix
- i
-I
- j ""! '
__ i Sand
iix
-~ _ I
- -•a .ocuay i
'•I Sand Mix
L SoftClay
SSand Mlix
F i
207File 318L005.ECP
DCS, MFFF Project No. 08716
07/18,'/00
f-
4=-
JI
0 20 40 60 80 Blow Count (blows/ft)
210
200
190
180
170
160
150
140140
CPT-56 APE North 80207.0
LIED RESEARCH ASSOCIATES, INC.East 54866.7 Elevation 294.2
290
280
270
260
250
240- /
230
v i F
.2 220
210
200i
190
18o0 . €
170
160
I-
150
140[ 10 5
Sleeve Stress(tsf)0 100 200 300
Tip Stress COR(tsf)
)
)
F- -.1
400
7
0 2 4 6 Ratio COR(%)
0 1o 2n
Pore Pressure(tsf)
File 38L001.CP 2 0 8 DCS, NFFF Project No. 08716
300
07/,'18/00
CPT-56 APPLIED RESEARCH ASSOCIATES, INC. 07/18/00 North 80207.0 East 54866.7 Elevation 294.2
iI i . ' 290,- -I r-?
C-
280 •
270 •- :
260- _
250 / - I
240- -
7 'I
230
"2 1 L0 L - f - L I IL 200.
190- - - " !F 180 . I 170- L .
160 - IL 150
140 I 0 I 2 3 0 20 40 60 0 t0 20 30 0 1 2 3
Bq Friction Angle (deg) Su (Lsf) OCR
File 318L.001.CP 209 DCS, MFFF Project No. 08716
CPT-56 APF North 80207.0
LIED RESEARCH ASSOCIATES, INC.East 54866.7 Elevation 294.2
290 - • •Gr Sand , 290 y S:OC - Clay
S• ~Sand i
CI Silt 280- -. Sand
- Sand Mix
270 Sand Mix
260
250 -Sand Mix
240
Sand
23 L
Sand Mix
190 1
C=
170 !L
160 i-
150 1
ili Clay
ýL.a -,L
Sand Mix
C1 Silt
I Clay
0 2 4 6 8 10 Class. FR
; 7
. L
0 20 40 60 80 Blow Count. (blows/It)
DCS, MFFF Project No. 08716
07/ 1 8/00
200 ,
180
140
File 318LOOL.ECP 2!O
CPT-57 APP North 80229.2
LIED RESEARCH ASSOCIATES, INC.East 55058.2 Elevation 293.6
290
280
270
260
250
240
230
220
210
200 ,
190 t
180
,70
160
150 !
10 5 Sleeve Stress(tsf)
j
0 100 200 Tip Stress COR(tsf)
300
--i LJ
300 400 0 2 4 Ratio COR(%)
-7.
i i
7
6 0 10 20 Pore Pressure(tsf)
File 318LOO3.ECP
DCS, MFFF Project No. 08716
L
U
07/18/00
0
140
CPT-57 APPLIED RESEARCH ASSOCIATES, INC. 07,' North 80229.2 East 55058.2 Elevation 293.6
290 <i ' 7' _' I
270
260 I _
I-0 1 '!-f - 7
250- i
240k 7
230- - --- _
I
210~
200 L
190- 1
))
180 7
ii
170 V L
160
140
I "
140 , I t I I i
0 1 2 30 20 40 60 0 10 20 30 0 Bq Friction Angle (deg) Su (tsf)
File 318L003.ECP
DCS, MFFF Project No. 08716
18 /00
I 2 3 OCR
L!2
CPT-57 APE North 80229.2
'LIED RESEARCH ASSOCIATES, INC.
East 55058.2 Elevation 293.6
290 - oc i
S, Sand
280-
Sand
270Cl Silt
SSa Fine Gr
260 - Sand
250
Sand Mix
240
230L Sand
K'r __ SSand Mtix
210 I i clay
5and Mix
1900 Sa Fine Cr
cla I
180-Clay
170 -L a
160 -
F 0 2 4 6 8 10
Class. FR
r
Fi
74
H I- -
K
0 20 40 60 80 Blow Count (blows/ft)
DCS, MFFF Project No. 08716
07/181/00
-i
150
140
File 318L003.ECP213
CPT-58 North 8013
APPLIED RESEARCH ASSOCIATES, [NC. [5.1 East 54866.9 Elevatio
300
290
280
270
260 "
250
240
230
2 220 >J
190
io
180 •
170
160
150
10 5 Sleeve SLress(tsf)
-I
0 100 200 Tip Stress COR(tsf)
300 400 0 2 4 6 Ratio COR(%)
�1
* I
- 2
r) 1k
I- I
214File 317LOO4.ECP DCS, MFFF Project No. 08716
07/17/00n 295. t
0 10 20 Pore Pressure(tsf)
210
200
140
K290
280
270
260
250
240
230
210
200
190
180
170
160
150
140
L
L
0 Bq
2,15DCS, MFFF Project No. 08716
CPT-58 APPLIED RESEARCH ASSOCIATES, INC. 07/17/00
North 80135.1 East 54866.9 Elevation 295.1
I-4
IL ik
*1I'
41
II.
1-1
I. I _ _ _ _ _ _
2 3 0 20 40 60 0 10 20 30 0 1 2 3 Friction Angle (deg) Su (tsf) OCR
File 317L004.CP
CPT-58 API North 80135.1
)LIED RESEARCH ASSOCIATES, [NC.East 54866.9 ElevaLion 295.1
290
280
270
260
9rtn
I
240 1 Sand Mix
230k
2lO~- ~Sa Fine Gr I Sand .Mix
j C1 Silt I
200 r _ C la y !
200 __ SiClay
CI Silt
170o- !,.
160 r4
140 0 2 4 6 8 10
Class. FR
File 317L004.ECP
F -1 I. I
i I , t I
0 20 40 60 80 Blow Count (blows/ft)
DCS, MFFF Project No. 08716
07//17/00
216
\--t
•._.../ 300
290
280
270
260
250
240
230
.2 220
210
200
190 io
180
170
160
150
140 10
Sleeve St
CPT-59 APPLIED RESEARCH ASSOCIATES. INC. North 80152.7 East 54956.9 Elevation 295.5
1 1
7H
It i7 4
F1
I
5 tress(tsf)
0i I
100 200
Tip Stress COR(tsf)
I 300
0
400
3 4
0 2 4 6 Ratio COR(%)
071/t '00
I
L
E
T -t
0 10 20 Pore Pressure(Ls[)
File 415L005.ECP
DCS, MFFF Project No. 08716n'l1 z ;
CPT-59 APPLIED RESEARCH ASSOCIATES, INC.
North 80152.7 East 54956.9 Elevation 295.5
S' '7
290-
28~ii . .• '
280 -
270
260
250,- L i "
2o - 4
240:I--
f I .
SI I I- 1
230
L I
IiS
160 - - 1 -
200 I- 6I
190 - -l IL• I. Ii.!
I .
15 L i
180
10 1 2 3 0 0 4 6 -0 0 3
Bt F A
170o- 1h
'I I
ioFi . i
15 jL "-
141II '
0 . 2 30 20 40 60 0 10 20 300 Bq Friction Angle (deg) Su (Lsf')
File 415LOO5.ECPDCS, MFFF Project No. 08716
z 8
07/1 5/' 00
I 2 3 OCR
CPT-59 APPLIED RESEARCH ASSOCIATES, INC.
North 80152.7 East 54956.9 Elevation 295.5
290
280 1-
270F
260 I
250 -
Sand Mix
Gr Sand
Si Clay 7iSa Fine GrI
Sand
Sand Mix240 F
210 1
200
190 L
IS 180
170-
Sand .ix
C1 silt
Clay
Sand Mix
( C!ay
Sa Fine Or
1 SClay
SSand Mix
160
150!
140 0 2 4 6 8 10
Class. FR0 20 40 60 80
Blow Count (blows/ft)
File 415LO05.ECP
DCS, MFFF Project No. 08716
07,1'15 ,. 00
Z19
Sand
300
zgo L
280 1
270 L
260 /
250
240 L
230 r
5,1 0220 I
210
200 L
190
180
170
160
150
140
-I -J
10 5 Sleeve Stress(tsf)
0 t00 200 Tip Stress COR(tsf)
~ii 1 -_ _ _ _
300 400 0 2 4 6 Ratio COR(%)
CPT-60 APPLIED RESEARCH ASSOCIATES, INC.
North 80142.2 East 55140.6 Elevation 295.7
I I I
i!,1
DCS, MFFF Project No. 08716
07/; 15/00
7
0 10 2C Pore Pressure(tsf)
File 415LOO3.ECP2•.20
290
280 L I
270 L
260
250 L
240
230 H
210
200
190
170
160
150 L 140'
0 1
DCS, MFFF Project No. 08716
CPT-60 APPLIED RESEARCH ASSOCIATES, INC. 07/15/00
North 80142.2 East 55140.6 Elevation 295.7
I , II
-- 4
~~1
rU -4 2
1 Ii
1 ,, i
Fr Angl I S
IF
p K! I.-
2 0 2 0 60 1 20 30
FrcinAgl_ dg u tr C
Bq
File 415L003.ECP
r22 1
CPT-60 APPLIED RESEARCH ASSOCIATES, INC.
North 80142.2 East 55140.6 Elevation 295.7
290
280
270
260
250
240
230
210
200
190
IS
170
160
150
1400 2 4 6 8 10
Class. FR0 20 40 60 80
Blow Count (blows/It)
DCS, MFFF Project No. 08716
07/135/00
File 415L003.ECP 222
CPT-i
280.
270
260
250
240
230 1
220
.2 200
190
180 '
170
160
150L
140I
130
120 10 5
Sleeve Stress(tsf)
61 APPLIED RESEARCH ASSOCIATES, INC. •orth 80037.6 East 54869.6 Elevation 279.3
I I ,
L 7-5
I I
0 100 200
Tip Stress COR(tsf
1 1
i L
300 400 0 2 4 6 Ratio COR(%)
07/21/O0
L
k
! 7
0 10 20 Pore Pressure(tsf)
File 321LOO3.ECP
DCS, MFFF Project No. 08716223
CPT-61 APPLIED RESEARCH ASSOCIATES, INC. 07/2 1/00
North 80037.6 East 54869.6 Elevation 279.3
260 L 7
2 1
250 H- r- -- 4
240 1
H I 230 IL- -i
220 ii - IF•
180- --- 1 P 7
70 L- -4
160 H
150
14 U
I 1!
tL
II
120,
0 1 2 20 40 60 0 10 20 30 0 ! 2 3
Bq Friction Angle (deg) Su (1sf) OCR
224 File 321LOO3.ECP
DCS, MFFF Project No. 08716
CPT-6t APPLIED RESEARCH ASSOCIATES, [NC. 07/21/00
North 80037.6 East 54869.6 Elevation 279.3
270
260
250
240 [ 230
220
210 [
190
180,
170
160
150
140
130
120
j-
.7
H
L
0 2 4 6 8 10 Class. FR
0 20 40 60 80 Blow Count (blows/ft)
DCS, MFFF Project No. 08716File 321LO03.ECP 225
K> 2%80
270
260
250
240
230
220
O200
~2t0 I
190
180IN
170
160
140
130
12010
CPT-62 APPLIED RESEARCH ASSOCIATES, INC.
North 80055.6 East 54956.3 Elevation 278.5
-1.
4ý 1 L
II
F 7F
rI
r
Ir
4V 7F
5 0 100 200 300 400 0 2 4 6 Sleeve Stress(tsf) Tin Stress COR'tsfl Ratio COR(M)
07,/22!/00
L
0 10 20 Pore Pressure(tsf)
DCS, MIFF Project No. 08716File 322LOO.ECP
2226
CPT-62 APPLIED RESEARCH ASSOCIATES, INC. 07/22,/00
North 80055.6 East 54956.3 Elevation 278.5
I I_ _I -'
270 .
2110~
260 "- -I -
170-J
250 J - -• L. ; r
240 ii I .ti
130- L
210 1- 2, 3 01 _ 0 -1
II, 9 II
10, N P
170-IL• :
i~. i 160:!- 4 -i I - '
; I'
Ii.I II , I,
130 K 4 _______
120 I I , I [ I I __ _ _ __ _ _ _
0 1 2 30 20 40 60 0 10 20 30 0 1 2
Bq Friction Angle (deg) Su (tsf) 0CR
File 322L001.ECP2 7 DCS, MIfFFF Project No. 08716
CPT-62 APPLIED RESEARCH ASSOCIATES, INC.
North 80055.6 East 54956.3 Elevation 278.5
0 2 4 6 8 10 Class. FR
0 20 40 60 80 Blow Count (blows/ft)
228File 322L00t.ECP
DCS, MFFF Project No. 08716
07//22,/00
270
260
250
240
230
220
210
190
180
170
IO 160 i
150
140
130
120
270 L
260 F
250
240
230
220
210
o 200
190
180
170 r
160
150
140 '
130
12010 5
Sleeve Stress(tsf)
��1
-1
____ I _____
0 100 200 300 Tip Stress COR(tsf)
I'I
L~ -41
I p
I i
0 0 2 4 6 Ratio COR(%)
CPT-63 APPLIED RESEARCH ASSOCIATES, INC.
North 80066.0 East 55055.5 Elevation 279.4
-4 /1 I
1Li
File 322L003.ECP DCS, vffFF Project No. 08716
07/22/00
F
F
F
L
0 10 20 Pore Pressure(tsf)
�.1����
z2 29
I
CPT-63 APPLIED RESEARCH ASSOCIATES, INC.
North 80066.0 East 55055.5 Elevation 279.4
I K 270 -
260 J '
24o- L
230_ L
L
I <• i
i IF
210 L
-- I
S150
190 I '' ii
180 -- _K _-, '-- '
140
170 - - ) -
160
150
130-• - - -KF -•
12 I __ _ _ _ _ _ _ I I L 0 1 2 3 0 20 40 60 0 1o 20 30 0
Bq Friction Angle (deg) Su (tsf)
File 322LOO3.ECP DCS, MFFF Project No. 08716
2 3 OCR
230
071/22/00
CPT-63 APPLIED RESEARCH ASSOCIATES, INC.
North 80066.0 East 55055.5 Elevation 279.4
270
260 L
250 I
240 L
2
�1
0 2 4 6 8 10 Class. FR
K!
.L
-i
2
L 2J
-I
0 20 40 60 80 Blow Count (blows/ft)
DCS, MFFF Project No. 08716
07/22/00
230 1-
220 V
210 '-
1B0 O
170
160 L
150
140
130
120
File 322LOO3.ECP 231
CPT-64 APPLIED RESEARCH ASSOCIATES, INC.
North 80034.9 East 55165.3 Elevation 279.8
260
270
260
250
240 ?
230
220
210
2 200
190 L
180
170
160 7
150
140 •
130
120 -
t0 5 Sleeve Stress(tsf)
0 100 200 300 400 Tip Stress COR(tsO)
! 2
L
! 7
0 2 4 6 Ratio COR(M)
07/01/00
L I-
L
7
0 to 20 Pore Pressure(tsf)
DCS, MFFF Project No. 08716File 415LOOI.ECP 2352
270
260
250
240
230
220
210
190
180
170
160
150
140
130
120
t t
i.
CPT-64 APPLIED RESEARCH ASSOCIATES, [NC. North 80034.9 East 55165.3 Elevation 279.8
LI
L -J
I! F •
JL
2K ,
-II - _
iF . 1!' 2 L- -4 .
2 3 0 20 40 60 0 10 20 30 0 Friction Angle (deg) Su (tsf)
F I
4~ I
q Sq
DCS, MFFF Project No. 08716
S 2 3 OCR
f2"33
07'1 5,00
File 415LOOI.ECP
APPENDIX B
INTENTIONALLY LEFT BLANK
2134