reportprinter report

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


PT Stiff, moist to wet, black-reddish brown PEAT.


SM Dense, wet, black to dark gray gray SAND with occasional

wood and organics.


CN Very soft, wet, gray slightly silty CLAY with red-brown peat,



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


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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




SM Dense, wet, black to dark gray gray SAND with

occasional wood and organics.


GWS Very soft, wet, gray slightly silty CLAY with red-brown

peat, very slight in plasticity.


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


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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.


SMDense, wet, black to dark gray gray SAND with



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.


COStiff, moist to wet, black-reddish brown PEAT.





GWSVery soft, wet, gray slightly silty CLAY with red-brown



ENDBoring completed at and depth of about 61.5 feet below


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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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


PTStiff, moist to wet, black-reddish brown PEAT.





CNVery soft, wet, gray slightly silty CLAY with red-brown



ENDBoring completed at and depth of about 61.5 feet below


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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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.


Dense, wet, black to dark gray gray SAND with



Very soft, wet, gray slightly silty CLAY with red-brown



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, wet, black to dark gray gray SAND with occasional

wood and organics.


Very soft, wet, gray slightly silty CLAY with red-brown peat, very

slight in plasticity.


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


PT Stiff, moist to wet, black-reddish brown PEAT.


SM Dense, wet, black to dark gray gray SAND with occasional wood and

organics.


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, wet, black to dark gray gray SAND with occasional wood and

organics.


Very soft, wet, gray slightly silty CLAY with red-brown peat, very slight in

plasticity.


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, wet, black to dark gray gray SAND with occasional wood

and organics.






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










Boring completed at and depth of about 30 feet below the

ground surface.

+

+

+

+

+

+

+

CivilTech SoftwareCivilTech SoftwareCivilTech SoftwareCivilTech Software

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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.




SMDense, wet, black to dark gray gray SAND with occasional

wood and organics.


GWSVery soft, wet, gray slightly silty CLAY with red-brown peat,



ENDTest Pit completed at and depth of about xx feet below the

ground surface.

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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










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

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ve

ry

Blo

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ou

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Sa

mp

les

De

pth

Gra

ph

ic L

og


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, wet, black to dark gray gray SAND with occasional

wood and organics.


Very soft, wet, gray slightly silty CLAY with red-brown peat,




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) .


grades to wet, very soft gray-black peaty clayey

SILT




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.




SILT




SILT.



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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US

A

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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


Mo

istu

re (

%)

Remarks

PLATE

Wat

er T

able

0

5

10

15

20

25

30

17




Dense, wet, black to dark gray gray SAND with occasional wood

and organics.






ground surface.

Gravel

Slough

Bentonite

Silica Sand

Piezo

Cup

Company Logo

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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) .




organics.


GWS Very soft, wet, gray slightly silty CLAY with red-brown peat, very slight

in plasticity.


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

CivilTech Software

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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) .




organics.



in plasticity.



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


Sampled by: JKN

Logged by: VNF


Drill Date: 2/23/99







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


GC-GM Dense, moist, brown-gray SAND (Fill) .




organics.



in plasticity.



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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.log

Dat

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9/04

/08

RIVERFRONT CONDOM


Sampled by: JKN

Logged by: VNF


Drill Date: 2/23/99







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


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.




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



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


GWSVery soft, wet, gray slightly silty CLAY with red-brown peat, very slight in plasticity.


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



SILT

Silty Gravels

VFDSGSDGSGSG


SILT.

Very soft, wet, gray slightly silty CLAY with



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.










Boring completed at and depth of about 61.5 feet below


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) .



SMDense, wet, black to dark gray gray SAND with occasional

wood and organics.


GWSVery soft, wet, gray slightly silty CLAY with red-brown peat,



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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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

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.

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

(%

)

Pocket

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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