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FL Dense, moist, brown-gray SAND (Fill) .
CO Stiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
SM Dense, wet, black to dark gray gray SAND with occasional
wood and organics.
grades to wet, very soft gray-black peaty clayey SILT.
GWS Very soft, wet, gray slightly silty CLAY with red-brown peat,
very slight in plasticity.
becomes gray SILT mixed with REFUSE
END Boring completed at and depth of about 61.5 feet below the
ground surface. Groundwater was encountered at about 24.0
feet.
235
Type Remark
here
20
122323
27fine
content=34%
5223
3120
3860/4"
16
50/5"18heave noted
1215
27
23
12/4"
1223van shear
stress = 2 tsf
38
35
1212/5"
35no recovery
3/2
2/0
212/5
/00
CIVILTECH SOFTWARECIVILTECH SOFTWARECIVILTECH SOFTWARECIVILTECH SOFTWARE
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RIVERFROT COMDOM
Project No. EVERETT, WASHINGTON
B-1-1999
Surface Elevation: 234
Boring Date: 11/2/99
Boring Location: West Side of Building
Drilling Method: Auger HD-1Dep
th
Rem
arks
Mois
ture
(%)
Dry
Den
sity
Blo
w C
ounts
Sample
Typ
e
Wat
er T
able
LOG OF BORING
Plate
0
5
10
15
20
25
30
35
1
FL Dense, moist, brown-gray SAND (Fill) .
PT Stiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
SM Dense, wet, black to dark gray gray SAND with occasional
wood and organics.
grades to wet, very soft gray-black peaty clayey SILT.
CN Very soft, wet, gray slightly silty CLAY with red-brown peat,
very slight in plasticity.
becomes gray SILT mixed with REFUSE
END Boring completed at and depth of about 61.5 feet below the
ground surface. Groundwater was encountered at about 10
feet below the ground surface at the time of drilling.
Slo
ug
hC
em
en
tB
en
ton
ite
Sili
ca
Sa
nd
Pie
zo
To
p
12
20
3827
5223
3120
38/60/4"16
50/5"18
3627
23
12/4"
1223
38
CIVILTECH SOFTWARECIVILTECH SOFTWARECIVILTECH SOFTWARECIVILTECH SOFTWARE
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RIVERFROT COMDOM
Project No. EVERETT, WASHINGTON
B-1-1999
Surface Elevation: HS Auger
Boring Date: SPT
Boring Location: 2 Inch.
Drilling Method: 46.5 feetDep
th
Piezo
met
er
Mois
ture
(%)
Dry
Den
sity
Blo
w C
ounts
Sample
Typ
e
Wat
er T
able
LOG OF BORING
Plate
0
10
20
30
40
50
60
70
2
FL Dense, moist, brown-gray SAND (Fill) .
CO Stiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
SM Dense, wet, black to dark gray gray SAND with
occasional wood and organics.
grades to wet, very soft gray-black peaty clayey SILT.
GWS Very soft, wet, gray slightly silty CLAY with red-brown
peat, very slight in plasticity.
becomes gray SILT mixed with REFUSE
END Boring completed at and depth of about 61.5 feet below
the ground surface. Groundwater was encountered at
about 24.0 feet below the ground surface at the time of
drilling.
235
20
122323
27
52 23
31 20
3860/4"
16
50/5" 18
1215
27
23
12/4"
12 23
38
35
1212/5"
35
CIVILTECH SOFTWARECIVILTECH SOFTWARECIVILTECH SOFTWARECIVILTECH SOFTWARE
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RIVERFROT COMDOMPROJ NO EVERETT, WASHINGTON
B-1-1999Elevation: 234Logged by: 11/2/99
Log Date: West Side of Building Drilling Date: Auger HD-1
SPT W (%) Density Type Depth USCS
Page
0
5
10
15
20
25
30
35
3
FLDense, moist, brown-gray SAND (Fill) .
PTStiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
SMDense, wet, black to dark gray gray SAND with
occasional wood and organics.
grades to wet, very soft gray-black peaty clayey SILT.
12 Type Remark here
20
38 fine content=34%
52
31
12
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Project: RIVERFROT COMDOM
A234-1
Drill Rig: Auger F-123
B-1-1999
Initial GW Depth: 10 feet
Date: 2/3/99
Hole Dia: 2 Inch.
Final GW: 46.5 feet
Logged By: 10' BGS ATD
Sampler: HKJ
Hole Elev: 123
Description
US
CS
Cla
ss
Gra
ph
ic L
og
De
pth
Wa
ter
Sa
mp
le
Pe
ne
tra
tio
n
Remarks
Notes:
Bellevue, WA Page
0
5
10
15
20
25
30
35
4
This is note. It shows on report.
FLDense, moist, brown-gray SAND (Fill) .
COStiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
SMDense, wet, black to dark gray gray SAND with
occasional wood and organics.
grades to wet, very soft gray-black peaty clayey SILT.
GWSVery soft, wet, gray slightly silty CLAY with red-brown
peat, very slight in plasticity.
becomes gray SILT mixed with REFUSE
ENDBoring completed at and depth of about 61.5 feet below
the ground surface. Groundwater was encountered at
about 24.0 feet.
235
Type Remark here
20
122323
fine content=34%
52
31
38
50 heave noted
1215
23
12/4"
12 van shear stress = 2 tsf
38
35
1212
no recovery
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/04
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Project: RIVERFROT COMDOM
NO12-98
Drill Rig:
B-1-1999
Initial GW Depth: 234
Date: 11/2/99
Hole Dia: 2 inch
Final GW: 256
Logged By: WJS
Sampler: CGF
Hole Elev: 200
Description
US
CS
Cla
ss
Gra
ph
ic L
og
De
pth
Wa
ter
Sa
mp
le
Pe
ne
tra
tio
n
Remarks
Notes:
Bellevue, WA Page
0
5
10
15
20
25
30
35
1
FLDense, moist, brown-gray SAND (Fill) .
PTStiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
SMDense, wet, black to dark gray gray SAND with
occasional wood and organics.
grades to wet, very soft gray-black peaty clayey SILT.
CNVery soft, wet, gray slightly silty CLAY with red-brown
peat, very slight in plasticity.
becomes gray SILT mixed with REFUSE
ENDBoring completed at and depth of about 61.5 feet below
the ground surface. Groundwater was encountered at
about 10 feet below the ground surface at the time of
drilling.
12 Type Remark here
20
38 fine content=34%
52
31
38/60/4"
50/5" heave noted
36
23
12/4"
12 van shear stress = 2 tsf
38
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Project: RIVERFROT COMDOM
B-1-1999 Drill Rig: HS Auger
Hole Dia.: 2 Inch.
Initial Water Depth: 10 feet
Final GW Depth: 46.5 feet
Date Drilled: 10' BGS ATD
Logged By: HKJ
Sampler: TDG
Hole Elev.: 32.5
Total Depth: 61.5 feet
DescriptionSoilType
GraphicLog
SoilDepth
Sa
mp
les
SPT Remarks
Plate A-
Boring Log
0
10
20
30
40
50
60
70
6
Dense, moist, brown-gray SAND (Fill) .
Stiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
Dense, wet, black to dark gray gray SAND with
occasional wood and organics.
grades to wet, very soft gray-black peaty clayey SILT.
Very soft, wet, gray slightly silty CLAY with red-brown
peat, very slight in plasticity.
becomes gray SILT mixed with REFUSE
Boring completed at and depth of about 61.5 feet
below the ground surface. Groundwater was
encountered at about 10 feet below the ground
surface at the time of drilling.
1 12 Type Remark
here
2 20
3
4 3827 fine
content=34%
5 5223
6 3120
7 38/60/4"16
8 50/5"18 heave noted
9 3627
23
12/4"
1223 van shear stress
= 2 tsf
38
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RIVERFROT COMDOM
EVERETT, WASHINGTON
AS3698
Logged By: WFG Checked By: CHL
B-1-1999
Driller: Gregry Drilling
Drill Method: Steam Auger
Sample Method: 2" SPT
Borehold Diameter: 2 Inch. Water Level : 10
3/12/99 12:30 AM
3/12/99 4:30 PM
Sa
mp
le
Re
co
ve
ry
Blo
w C
ou
nts
PID
/FID
De
pth
Gra
ph
ic L
og
Materials Description
Mo
istu
re
Re
ma
rks
Drilling
Started:
Finished:
Date: Time:
Page
Job Number:
Elevation:
555 116th Ave. NE, Suite 180
Bellevue, WA 98004
0
10
20
30
40
50
60
70
7
Dense, moist, brown-gray SAND (Fill) .
Stiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
Dense, wet, black to dark gray gray SAND with occasional
wood and organics.
grades to wet, very soft gray-black peaty clayey SILT.
Very soft, wet, gray slightly silty CLAY with red-brown peat, very
slight in plasticity.
becomes gray SILT mixed with REFUSE
Boring completed at and depth of about 61.5 feet below the
ground surface. Groundwater was encountered at about 10
feet below the ground surface at the time of drilling.
1 12
2 20
3
4 38 27
5 52 23
6 31 20
7 38/60/4" 16
8 50/5" 18
9 36 27
23
12/4"
12 23
38
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RIVERFROT COMDOMEVERETT, WASHINGTON
AS3698
B-1-1999
Date Drilled: Gregry Drilling Driving Weight and Drop: Steam Auger Elevation: 2" SPT
Depth
Ele
vation
Sam
ple
s
SP
T
Gra
phic
Log
Decription
Well
Density
W%
Oth
er
Geotechnical Engineering
and Applied Earth Sciences Figure No.
0
10
20
30
40
50
60
70
0
-10
-20
-30
-40
-50
-60
-70
8
FL Dense, moist, brown-gray SAND (Fill) .
PT Stiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
SM Dense, wet, black to dark gray gray SAND with occasional wood and
organics.
grades to wet, very soft gray-black peaty clayey SILT.
CN Very soft, wet, gray slightly silty CLAY with red-brown peat, very slight in
plasticity.
12
20
38 27
52 23
31 20
38/60/4" 16
50/5" 18
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Job Number RIVERFROT COMDOMLocation EVERETT, WASHINGTON
Client Name: City of Everett
B-1-1999Date Drilled: Gregry DrillingSurface Elevation: 234Total Depth of Hole: 61.5
Engineering and Environmental
SP
T
PID
Sa
mp
les
De
pth
Symbols WaterMaterials Description
Plate A-
0
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
9
Dense, moist, brown-gray SAND (Fill) .
Stiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
Dense, wet, black to dark gray gray SAND with occasional wood and
organics.
grades to wet, very soft gray-black peaty clayey SILT.
Very soft, wet, gray slightly silty CLAY with red-brown peat, very slight in
plasticity.
becomes gray SILT mixed with REFUSE
Boring completed at and depth of about 61.5 feet below the ground surface.
Groundwater was encountered at about 10 feet below the ground surface at
the time of drilling.
1 12 120
2 20 120
3
4 38 27
5 52 23 98 250
6 31 20
7 38/60/4" 16
8 50/5" 18
9 36 27 68 500
10 23
11 12/4" 110
12 12 23 120 275
13 38
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RIVERFROT COMDOM
EVERETT, WASHINGTON
City of Everett
B-1-1999
Boring Location: West Coenrt of teh Building
Date Started: 3/11/99
Drilling Method: Steam Auger
Hammer Weight: 300#
Sampler: Split Spoon
Date Finished: 3/12/99
Drop: 30 Inches
Surface Elevation: 234
Depth(feet)
Lith-ology Material Description
Samples
Nu
mb
er
Ty
pe
SP
T
Laboratory
W%
De
ns
ity
Project:
Plate A-
UU
(psf)0
10
20
30
40
50
60
70
10
Water encountered at 10 feet
during drilling. It droped down to 24
feet 5 days late.
Dense, moist, brown-gray SAND (Fill) .
Stiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
Dense, wet, black to dark gray gray SAND with occasional wood
and organics.
grades to wet, very soft gray-black peaty clayey SILT.
Very soft, wet, gray slightly silty CLAY with red-brown peat, very
slight in plasticity.
becomes gray SILT mixed with REFUSE
Boring completed at and depth of about 61.5 feet below the
ground surface.
Cement
Slough, Elv. 123
Bentonite
Silica Sand
Botton, Elv 150
2" dia. Sch.40 slotted PVC
Piezo, 10 in borehole
6 in borehole
Company Logo
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RIVERFROT COMDOM
EVERETT, WASHINGTON
Monitoring Well No. 45-90
Surface Eleveation: 110 Gra
ph
ic L
og
Stratigraphy and
Well Completion
STRATIGRAPHY WELL COMPLETION
Dep
th i
n F
eet
Plate -
0
10
20
30
40
50
60
70
11
Dense, moist, brown-gray SAND (Fill) .
Stiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
Dense, wet, black to dark gray gray SAND with
occasional wood and organics.
grades to wet, very soft gray-black peaty clayey SILT.
Very soft, wet, gray slightly silty CLAY with red-brown
peat, very slight in plasticity.
becomes gray SILT mixed with REFUSE
Boring completed at and depth of about 30 feet below the
ground surface.
+
+
+
+
+
+
+
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RIVERFROT COMDOM
2345-A
City of Seattle
Job No: JKN
B-1-1999
Geologist: 2/23/99
Date Drilled: Hollow Stem, Continous Flight, 6" Auger
Driller: Pnumatic Downhole Hammer
Drilling Method: 2" OD Split-spoon
Elevation: Tacoma Drilling
Boring Depth: 10 feet
Water Level: 300#
De
pth
Gra
ph
ic L
og
Geologic Description
Ele
va
tio
n
Sa
mp
le
Page
20 40 60 80
SPT Test Data
Moisture (%)
0
5
10
15
20
25
30
35
195
190
185
180
175
170
165
16
This is remarks. This is for typing
text, text, text, all you want to type
for the boring is here. Up to 255
words can be typed in here. Here,
here, here, here.
FLDense, moist, brown-gray SAND (Fill) .
COStiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
SMDense, wet, black to dark gray gray SAND with occasional
wood and organics.
grades to wet, very soft gray-black peaty clayey SILT.
GWSVery soft, wet, gray slightly silty CLAY with red-brown peat,
very slight in plasticity.
becomes gray SILT mixed with REFUSE
ENDTest Pit completed at and depth of about xx feet below the
ground surface.
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/04
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Project RIVERFROT COMDOM
Project No: SD97869
Client: Washington Stat
Location: West Building
TEST PIT TP-1-1999
Elevation: 123
Exc. Date: 12/2/98
Exc. Depth: 12 feet
Logged By: GHF
Plotted By: HJK
Water Level: 5 feet
Description SoilType
GraphicTest Pit
SoilDepth
Sa
mp
les
Wa
ter
Test Pit
Page
0
2
4
6
8
10
12
14
13
Dense, moist, brown-gray SAND (Fill) .
Stiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
Dense, wet, black to dark gray gray SAND with
occasional wood and organics.
grades to wet, very soft gray-black peaty clayey SILT.
Very soft, wet, gray slightly silty CLAY with red-brown
peat, very slight in plasticity.
becomes gray SILT mixed with REFUSE
Boring completed at and depth of about 61.5 feet
below the ground surface. Groundwater was
encountered at about 10 feet below the ground
surface at the time of drilling.
1 12 Well Information
2 20
3
4 3827 Well Information
5 5223
6 3120
7 38/60/4"16
8 50/5"18 Well Information
9 3627
23
12/4"
1223 Well Information
38
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RIVERFROT COMDOM
EVERETT, WASHINGTON
AS3698
Logged By: WFG Checked By: CHL
B-1-1999
Driller: Gregry Drilling
Drill Method: Steam Auger
Sample Method: 2" SPT
Borehold Diameter: 2 Inch. Water Level : 10
3/12/99 12:30 AM
3/12/99 4:30 PM
Sa
mp
le
Re
co
ve
ry
Blo
w C
ou
nts
Sa
mp
les
De
pth
Gra
ph
ic L
og
Materials Description
We
ll
Re
ma
rks
Drilling
Started:
Finished:
Date: Time:
Page
Job Number:
Elevation:
555 116th Ave. NE, Suite 180
Bellevue, WA 98004
0
10
20
30
40
50
60
70
14
Dense, moist, brown-gray SAND (Fill) .
Stiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
Dense, wet, black to dark gray gray SAND with occasional
wood and organics.
grades to wet, very soft gray-black peaty clayey SILT.
Very soft, wet, gray slightly silty CLAY with red-brown peat,
very slight in plasticity.
becomes gray SILT mixed with REFUSE
Boring completed at and depth of about 61.5 feet below the
ground surface. Groundwater was encountered at about
24.0 feet below the ground surface at the time of drilling.
12 Type Remark here
20
38 27 fine content=34%
52 23
31 20
38/60/4" 16
50/5" 18 heave noted
36 27
23
12/4"
12 23 van shear stress = 2 tsf
38
GW
T n
ot
encounte
red
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RIVERFROT COMDOMEVERETT, WASHINGTON
B-1-1999 Drill Rig: HS Auger
Sampling: SPT
Logged By: 2 Inch.
Total Depth: 46.5 feet
Groundwater: 10' BGS ATD
Date Started: 3-19-99
Date Completed: 3-22-99
Elevation: 32.2 feet
Coordinates: N 4503.9
E 6981.03
Description GraphicLog D
ep
th
SampleType
SPTN-Value
MC(%)
Remarks
Plate A-
0
10
20
30
40
50
60
70
15
GC-GM Dense, moist, brown-gray SAND (Fill) .
CO Stiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey
SILT
SM Dense, wet, black to dark gray gray SAND with
occasional wood and organics.
grades to wet, very soft gray-black peaty clayey
SILT.
GWS Very soft, wet, gray slightly silty CLAY with
red-brown peat, very slight in plasticity.
becomes gray SILT mixed with REFUSEEND
Boring completed at and depth of about 30 feet
below the ground surface.
1 2-3-5 Type Remark here
2 20
3 12
4 12-23-23
++
fine content=34%
5 52
6 31
7 38-60/4"
+
8 50/5" heave noted
9 12-15
10 23
+
11 12/4"
12 12 van shear stress = 2
tsf
13 38
14 35
15 12-12/5" no recovery
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RIVERFROT COMDOM
WO#: 2345-ALocation: City of Seattle
Sampled by: JKN
Logged by: VNF
Boring Log No. B-1-1999
Drill Date: 2/23/99
Method: Hollow Stem, Continous Flight, 6" Auger
Hammer: Pnumatic Downhole Hammer
Sampler: 2" OD Split-spoon
Driller: Tacoma Drilling
G.W.T. @ Drilling (ft): 10 feet
Hammer weight (lb): 300#
Drop (in): 30
Hole depth (ft): 32
Ground EL: 231
Depth
GW
T
Soil DescriptionU
SC
S SPT. blow/ft
Moisture %
0 20 40 60
Str
ata
No.
Blo
ws
Per
6"
Type
Notes
Remarks:
Plate
0
5
10
15
20
25
30
35
0
5
10
15
20
25
30
35
16
This is remarks. This is for typing text, text, text, all you want to type for the boring is here. Up to 255 words can be typed in here. Here, here, here, here.
FL Dense, moist, brown-gray SAND (Fill) .
CO Stiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey
SILT
SM Dense, wet, black to dark gray gray SAND with
occasional wood and organics.
grades to wet, very soft gray-black peaty clayey
SILT.
GWS Very soft, wet, gray slightly silty CLAY with
red-brown peat, very slight in plasticity.
becomes gray SILT mixed with REFUSEEND
Boring completed at and depth of about xx feet
below the ground surface.
1 2-3-5 Type Remark here
2 20
3
4 12-23-23 27 fine content=34%
5 52 23
6 31 20
7 38-60/4" 16
8 50/5" 18 heave noted
9 12-15 27
10 23
11 12/4"
12 12 23 van shear stress = 2
tsf
13 38
14 35
15 12-12/5" 35 no recovery
Company NameCompany NameCompany NameCompany Name
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RIVERFROT COMDOM
Maintai Ranier
Washington
Driler Tacoma DrillingProject FGH
Proj No. ED89698-23
Drilling Method: Auger
B-1-1999
Diameter: 2" Water Table : 12
Date West Side of Building
Logged by: Auger HD-1
Elevation: 234
Drawing 23
Sam
ple
No
.
Sam
ple
Ty
pe
Rec
ov
ery
(%
)
RQ
D (
%)
Blo
w C
ou
nt
per
6 i
nch
es
Blo
ws/
Fo
ot
(N)
Dep
th (
ft B
GS
)
Gra
ph
ic L
og
Materials Description
Mo
istu
re (
%)
Remarks
PLATE
Wat
er T
able
0
5
10
15
20
25
30
17
Dense, moist, brown-gray SAND (Fill) .
Stiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
Dense, wet, black to dark gray gray SAND with occasional wood
and organics.
grades to wet, very soft gray-black peaty clayey SILT.
Very soft, wet, gray slightly silty CLAY with red-brown peat, very
slight in plasticity.
becomes gray SILT mixed with REFUSE
Boring completed at and depth of about 61.5 feet below the
ground surface.
Gravel
Slough
Bentonite
Silica Sand
Piezo
Cup
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RIVERFROT COMDOM
EVERETT, WASHINGTON
B-1-1999
Drill Date: HS Auger
Surface Eleveation: SPT
Ground Surface Gra
ph
ic L
og
Stratigraphy and
Well Completion
STRATIGRAPHY WELL COMPLETIOND
ep
th i
n F
eet
Plate -
0
10
20
30
40
50
60
70
18
GM Dense, moist, brown-gray SAND (Fill) .
CO Stiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
SM Dense, wet, black to dark gray gray SAND with occasional wood and
organics.
grades to wet, very soft gray-black peaty clayey SILT.
GWS Very soft, wet, gray slightly silty CLAY with red-brown peat, very slight
in plasticity.
becomes gray SILT mixed with REFUSE
END Boring completed at and depth of about 30 feet below the ground
surface.
2-3-5 12
20 5
12
12-23-23
++23
52
31 2
38-60/4"
+
100
50/5"
12-15 6
23
+
12/4" 9
12 12
38 50
35 34
12-12/5" 12
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Client Name: RIVERFROT COMDOM
Job Number: 2345-ALocation: City of Seattle
Boring: B-1-1999
Surface Elevation: 2/23/99
Total Depth of Hole: 32 feet
Date Drilled: 12/12/89
De
pth
( S P T s y m b o l)
Materials DescriptionSa
mp
les
Sym
bo
ls
US
CS
0 20 40 60
HN
U(p
pm
)
Blo
ws/f
t.
Plate
SPT Test
Moisture (%)
0
5
10
15
20
25
30
35
0
5
10
15
20
25
30
35
20
This is remarks. This is for typing text, text,
text, all you want to type for the boring is here.
Up to 255 words can be typed in here. Here,
here, here, here.
EN Dense, moist, brown-gray SAND (Fill) .
CO Stiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
SM Dense, wet, black to dark gray gray SAND with occasional wood and
organics.
grades to wet, very soft gray-black peaty clayey SILT.
GWS Very soft, wet, gray slightly silty CLAY with red-brown peat, very slight
in plasticity.
becomes gray SILT mixed with REFUSE
END Boring completed at and depth of about 30 feet below the ground
surface.
Concrete
Bentonite
Gravel
Pipe Text
Pipe Text
Pipe Text
12-3-5 8Type Remark here
22-3-12 15fine content=34%
312-12-12 24
412-23-23 46fine content=34%
552 23
631 23fine content=34%
738-60/4" 100++
850/5" 100
+
heave noted
912-15 15
1023 231st line.
Type 2nd line.
3rd line.1112/4" 100
+
1212-11-12 23van shear stress = 2
tsf
1338 38
1435 35
1512-12/5" 100
+
Your Firm Name
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RIVERFRONT CONDOM
WO#: 2345-ALocation: City of Seattle
Sampled by: JKN
Logged by: VNF
Boring Log No. B-1-1999
Drill Date: 2/23/99
Method: Hollow Stem, Continous Flight, 6" Auger
Hammer: Pnumatic Downhole Hammer
Sampler: 2" OD Split-spoon
Driller: Tacoma Drilling
G.W.T. @ Drilling (ft): 10 feet
Hammer weight (lb): 300#
Drop (in): 30
Hole depth (ft): 32
Ground EL: 231
Dep
th
GW
T
Soil Description
US
CSSPT. blow/ft
Moisture %
0 20 40 60
No.
Blo
ws
Per
6"
Typ
e
Piezometer
Remarks:
PLATE
Str
ata
SP
T-N
0
5
10
15
20
25
30
35
21
This is remarks. This is for typing text, text, text, all you want to type for the boring is here. Up to 255 words can be typed in here. Here, here, here, here.
GC-GM Dense, moist, brown-gray SAND (Fill) .
CO Stiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
SM Dense, wet, black to dark gray gray SAND with occasional wood and
organics.
grades to wet, very soft gray-black peaty clayey SILT.
GWS Very soft, wet, gray slightly silty CLAY with red-brown peat, very slight
in plasticity.
becomes gray SILT mixed with REFUSE
END Boring completed at and depth of about 30 feet below the ground
surface.
12-3-5 8Type Remark here
22-3-12 15fine content=34%
312-12-12 24
412-23-23 46fine content=34%
552 23
631 23fine content=34%
738-60/4" 100+
850/5" 100
+
heave noted
912-15 15
1023 23fine content=34%.
Type new line.
1112/4" 100
1212-11-12 23van shear stress = 2 tsf
1338 38
1435 35
1512-12/5" 100no recovery
Your Firm Name
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Dat
e: 0
9/04
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RIVERFRONT CONDOM
WO#: 2345-ALocation: City of Seattle
Sampled by: JKN
Logged by: VNF
Boring Log No. B-1-1999
Drill Date: 2/23/99
Method: Hollow Stem, Continous Flight, 6" Auger
Hammer: Pnumatic Downhole Hammer
Sampler: 2" OD Split-spoon
Driller: Tacoma Drilling
G.W.T. @ Drilling (ft): 10 feet
Hammer weight (lb): 300#
Drop (in): 30
Hole depth (ft): 32
Ground EL: 231
Dep
th
GW
T
Soil Description
US
CSSPT. blow/ft
Moisture %
0 20 40 60
No.
Blo
ws
Per
6"
Typ
e
Notes
Remarks:
PLATE
Str
ata
SP
T-N
0
5
10
15
20
25
30
35
22
This is remarks. This is for typing text, text, text, all you want to type for the boring is here. Up to 255 words can be typed in here. Here, here, here, here.
SM Brown silty sand with gray gravel. very
dense UYyoyu poiupo opioi[pi[pi[pi[p p[ip[i
CO Stiff, moist to wet, black-reddish brown
PEAT.
grades to wet, very soft gray-black peaty
clayey SILT
GM Silty Gravels
VFDSGSDGSGSG
grades to wet, very soft gray-black peaty
clayey SILT.
GWS Very soft, wet, gray slightly silty CLAY with
red-brown peat, very slight in plasticity.
becomes gray SILT mixed with REFUSE
END Boring completed at and depth of about 30
feet below the ground surface.
1 12 8 8 12
2 5 15 15 5
3 13 24 24
4 9 46 46 23 22
5 8 23 23 122
6 31 23 20 2
7 60 100 100 100 22
8 35 100 100 100
9 25 15 15 6
10 12 23 23 12
11 40 100 100 9
12 23 23 23 12 23
13 38 38 38 50
14 35 35 34 34
15 46 100 100 12
MY GEOTECHNICAL ENGINEERING, INCS
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PROJECT NAME: RIVERFRONT CONDOM PROJECT NO. WS4687-3
LOCATION: CAPITAL HILL 2346 STR.
DRILLER: JKN
METHOD: 8" Auger
BORING LOG NO. B-1-2000
DRILL DATE: 8/23/00
HOLE DEPTH (ft): 24
GROUND EL.: 234
LOGGER: SDF
De
pth
De
pthSoil Description
US
CS
Ele
va
tio
n
Typ
eN
o.
Re
co
ve
ry
(in./
in.)
Blo
ws
Pe
r 6
"
Remarks:
Plate
Mo
istu
re
(%)
Liq
uid
Lim
it
Pla
stic L
imit
Dry
De
nsity (
pcf)
Un
co
nfin
ed
C
om
pre
ssiv
eS
tre
ng
th (
ksf)
LABORATORY TEST RESULTS
0
5
10
15
20
25
30
35
0
5
10
15
20
25
30
35
200
195
190
185
180
175
170
165
23
Type your notes here. Type your notes here. Type your notes here. Type your notes here. Type your notes here. Type your
notes here.
SMBrown silty sand with gray gravel. very dense UYyoyu poiupo opioi[pi[pi[pi[p p[ip[i
COStiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
SW-SMWell-Graded Sand with SiltGSSDG PODSIO PODSI TSP[I[STI[ P[ ITS[PDIT[PIS
TP[ST DKLFJ Z ;LDKL;k;lk ;lkdf;lkfd;lkfds;f dsfdfdsfd
VFDSGSDGSGSG
grades to wet, very soft gray-black peaty clayey SILT.
GWSVery soft, wet, gray slightly silty CLAY with red-brown peat, very slight in plasticity.
becomes gray SILT mixed with REFUSE
ENDBoring completed at and depth of about 30 feet below the ground surface.
1
2
3
4
5
6
7+
8
+
9
10
11
+
12
13
14
15
+
reType
otes her
SEATTLE PUBLIC UTILITIES
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RIVERFRONT CONDOMCAPITAL HILL 2346 STR.
WA 67897A-2
Logged by: JKN Reviewed by: VNF
LOG OF BORING B-1-2000
Date Completed: 8/23/00
Driller: Gragry Drilling
Equipment: Hollow Stem, Continous Flight
Drilling Method: 6" Auger
Hammer System: Downhole 144# Hammer
Surface Elevation: Approx. 230
Dep
th, F
T
Dep
th, F
T
SOIL DESCRIPTION
Sym
bo
l
US
CS
Sam
ple
s
Gro
un
d
Wat
er
0 10 20 30 40 50 60
Standard Penetration Resistance
FIGURE A-
Blows per foot
MATERIALS LABORATORY
% Water Cont.
0
5
10
15
20
25
30
35
0
5
10
15
20
25
30
35
21
Type Notes here e oi poup roeuwuew[u rew re eur uewopu roewu rpo rpewir ewirp ir
iew ew p iewr r rew i[pieri w[p epwir i p[ewir we[piewr p[ pew [pewir [pe priew
e[ir[pewi epewi reiw [pewi r[pe[pew peir pewir p[pe iwp[ie wpir[pirrer
Brown silty sand with gray gravel. very dense
UYyoyu poiupo opioi[pi[pi[pi[p p[ip[i
Stiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey
SILT
Silty Gravels
VFDSGSDGSGSG
grades to wet, very soft gray-black peaty clayey
SILT.
Very soft, wet, gray slightly silty CLAY with
red-brown peat, very slight in plasticity.
becomes gray SILT mixed with REFUSE
Boring completed at depth of 34
12 8 8 12Very
Dense
5 15 15 5
13 24 24
9 46 46 23 22Firm
8 23 23 CPT=23"
31 23 20 2
40 100 100 9 Van Shear=234psf
23 23 23 12 23Hard to
Very Hard
38 38 38 50
35 35 34 34
46 100 100 12
EXPLORATION BORING LOG
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RIVERFRONT CONDOMOakland, CA
Proj. No. 78234-34243 12/12/00
LOGGED BY WRS
B-1-2000
DRILL RIG Auger steam
DEPTH TO GROUNDWATER 24
SURFACE ELEVATION 234
BORING DIAMETER 8" -inch DATE DRILLED 12/24/00
1470 Enea CircleSuite 1551Concord, CA 94520TEL 925.688.1001FAX 925.688.1005
DESCRIPTION AND CLASSIFICATION
DESCRIPTION AND REMARKS CONSISTSOIL
TYPE
DEPTH
SA
MP
LE
R
(FEET)
PE
NE
TR
AT
ION
RE
SIS
TA
NC
E(B
LO
WS
/FT
)
WA
TE
RC
ON
TE
NT
(%
)
DR
Y D
EN
SIT
Y(P
CF
)
UN
CO
NF
INE
DC
OM
PR
ES
SIV
ES
TR
EN
GT
H(K
SF
) OTHER
TESTS
PROJECT NO. DATE BORING NO.
0
5
10
15
20
25
30
35Type your notes here. Type your notes here.
Dense, moist, brown-gray SAND (Fill) .
Stiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
Dense, wet, black to dark gray gray SAND with
occasional wood and organics.
grades to wet, very soft gray-black peaty clayey SILT.
Very soft, wet, gray slightly silty CLAY with red-brown
peat, very slight in plasticity.
becomes gray SILT mixed with REFUSE
Boring completed at and depth of about 61.5 feet below
the ground surface. Groundwater was encountered at
about 10 feet below the ground surface at the time of
drilling.
Silica Sand
Cement
12 Type Remark here
20
382 7 fine content=34%
522 3
312 0
38/60/4"1 6
50/5"1 8 heave noted
362 7
23
12/4"
122 3 van shear stress = 2 tsf
38
CIVILTECH CORPORATION
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RIVERFROT COMDOM
EVERETT, WASHINGTON
B-1-1999 Drill Rig: Gregry Drilling
Sampling: Steam Auger
Logged By: 2" SPT
Total Depth: Auger HD-1 Groundwater: 12/24/00
Date Started: CGF
Date Completed: 200
Elevation: erewr
Description GraphicLog D
ep
th
SampleType
SPTN-Value
Remarks
Plate A-
Well
0
10
20
30
40
50
60
70
26
GMDense, moist, brown-gray SAND (Fill) .
COStiff, moist to wet, black-reddish brown PEAT.
grades to wet, very soft gray-black peaty clayey SILT
SMDense, wet, black to dark gray gray SAND with occasional
wood and organics.
grades to wet, very soft gray-black peaty clayey SILT.
GWSVery soft, wet, gray slightly silty CLAY with red-brown peat,
very slight in plasticity.
becomes gray SILT mixed with REFUSE
ENDBoring completed at and depth of about 30 feet below the
ground surface.
1
+
24
2 3 12
3 24
4
+
100 80
5 23
6 20
7
+
70
+
8
+
18 36
9
+
27
10 100
11
+
12 23 23
13
14
15
+
35
CivilTech Software
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/04
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RIVERFROT COMDOM2345-A
City of Seattle
Logged by: JKN Reviewed by: VNF
LOG OF BORING B-1-1999
Date Completed: 2/23/99
Driller: 32 feet
Equipment: 12/12/89
Drilling Method: Auger HD-1
Hammer System: 12/24/00
Surface Elevation: Approx. CGF
Dep
th,
FT
Dep
th,
FT
SOIL DESCRIPTION
Sym
bo
l
US
CS
Sam
ple
s
Gro
un
dW
ate
r
0 10 20 30 40 50 60
Standard PenetrationResistance
FIGURE A-
Blows per foot% Water Cont.B
low
/6"
Lab
Test
0
5
10
15
20
25
30
35
0
5
10
15
20
25
30
35
20
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Pavement3 1/2" Asphault, Crushed Limestone
Basecourse
Fill98.4Fill, brown, very moist
95.9Fill, silty sand with gravel, brown, very
moist
92.4Fill, silty sand with gravel
Buried Topsoil90.9Organic Lean Cllay (OR)
Coarse Alluvial88.4Silty Sand (SM)
84.4
End of Boring
1 FAS --- 20 sd 233 45
2 SB 46 1233 54
3 SB 19 17
4 SB 4 23
5 SB 19 232 33 45
6 SB 38 23
7 SB 63/7 11 11
1/14/02
KTE Consultants
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Project No. MI-022001-50
Project: JB Kenehan Location: Waukesha, WI
Date: 12/12/01 Crew Chief: Paul K.
Drilling Method: Paul K.
Drilling Co.: 2-1/4" HSA 13.5'
Plugging Procedure: Bentonite Chip
Log of Test Boring TB-1
Figure No.
Depth
ft
Description of Material
Ground Surface Elevation
Elevation Geological
Origin
WL Sample
No. Type
Testing
N W OC DD Pq (tsf)
Water Level MeasurementsDate Time Depth (ft) Elevation (ft)
5
10
15
20
25
30
35
1
*Sample from 0 to 12 inches with no set ret yoturet
uretopureretpour putre ret tretr
0Well-Graded Gravels
1Top Soil
Brown, SANDY CLAY (CL)
moist, stiff
7Dense, tan, moist, silty SAND (SM)
Very dense, tan grey, moist, gravelly, silty SAND
(SM)
18Hard, grey, moist, sandy SILT (MH)
Hard, grey, moist, CLAY with some silt (CH)
1 SS 0.5 12 2.75 19
2 CU 0.6 6 15
3 CA 0 40 No recovery @
8'
4 RC 1 68 120 21 20 5
5 CU 0.8 50/3"
6/4/01
7/3/01
TEST BORING LOGS
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CLIENT Cingular Wireless
PROJECT NAME Radio Tower DAY-AAFX059
PROJECT LOCATION SE 4231 SR 370
Yellow Springs, Green Co., Ohio
JOB NO. 72.75127.0149
DRAWN BY Sgfu iufiudsfp
APPROVED BY Seewr ewrwer
BORING # B-1-2002
Date Started 06/02/01
Date Completed D. Jamison
Drill Foreman Terewrewr
Inspector Wyt uiyiui
Boring Method 140 lbs
Hammer Wt. 30 in
Hammer Drop 2 in
Spoon Sampler OD erewr
Rock Core Dia. ewrewr
Shelby Tube OD ewrr
SURFACE ELEVATION: 200 feet
SOIL CLASSIFICATION
Str
atu
m
Depth
Sam
ple
Gro
undw
ate
r
Test,
blo
ws p
er
foot
Sam
ple
Type
Sta
ndard
Penetr
ation
PP
- t
sf
Mois
ture
Conte
nt
%
Rem
ark
s
Page
Qu -
tsf
Unconfined
Com
pre
ssiv
e S
trength
602 Lila AvenueMilford, OH 45150
Phone: (513) 831-6868Fax: (513) 831-6894
DRILLING and SAMPLING INFO
Scale
No.
Recovery
(%
)
Penetr
om
ete
r
TEST DATA
Sam
ple
Gra
phic
s
Liq
uid
Lim
it (
LL)
Pla
stic L
imit (
PL)
Sample Type:
SS - Driven Split Spoon
ST - Pressed Shelby Tube
CA - Continuous Flight Auger
RC - Rock Core
CU - Cuttings
CT - Continuous Tube
Depth of Ground Water:
At Drilling
After Drilling
Boring Method:
HSA - Hollow Stem Augers
CFA - Continuous Flight Augers
DC - Driving Casing
MD - Mud Drilling
5
10
15
20
1
FL
CO
SM
GWS
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B-1
Dense, moist,
brown-gray SAND
(Fill) .
Stiff, moist to wet,
black-reddish
brown PEAT.
grades to wet, very
soft gray-black
peaty clayey SILT
Dense, wet, black
to dark gray gray
SAND with
occasional wood
and organics.
grades to wet, very
soft gray-black
peaty clayey SILT.
Very soft, wet, gray
slightly silty CLAY
with red-brown
peat, very slight in
plasticity.
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B-1-1999
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