Boring Logs

EnviroInsite Training WorkshopMarch 2013

EnviroInsite Training

Examples

EnviroInsite Training

Examples

EnviroInsite Training

Well Construction table

Field Content / Comments Type

Well Well id Text

Material Possible field values are:• Casing• Screen• Surface Casing• Pad• Cover

Numeric

Top Depth Numeric

Bottom Depth Numeric

Notes Appears at right of well in boring log Text

Diameter Numeric

EnviroInsite Training

Fill table

Field Type

Well Text

Material Numeric

Top Depth Numeric

Bottom Depth Numeric

Diameter Numeric

EnviroInsite Training

Point Values table

Field Type

Well Text

Constituent Text

Depth Numeric

Value Numeric

Text Value Text

Design Template

Ace Ticket Well

DESCRIPTION

LEAN CLAY WITH SAND - dark brown - HUE 10 YR 5/4, high plasticity, no odor, no cementation, strong reaction with HCL; sand fine to medium, well graded, subangular to subrounded; clay. Clay 80%, Sand 20%

SANDY LEAN CLAY dark brown - HUE 10 YR 5/4, no odor, high plasticity, strong reaction with HCL; gravel - fine, poorly graded, subangular to subrounded; sand - fine to medium, well graded, subangular to subrounded; clay. Clay 75%, Sand 20%, Clay 5%.

SANDY LEAN CLAY dark brown - HUE 10 YR 5/4, no odor, low plasticity, strong reaction with HCL; gravel - fine, very poorly graded, angular to subangular; sand - fine to coarse, poorly graded, subangular to subrounded; clay. Clay 60%, Sand 35%, Gravel 5

SANDY LEAN CLAY - dark brown - HUE 10 YR 5/4, low plasticity, medium reaction with HCL, no cementation, no odor; sand fine to coarse, well graded, subrounded to rounded; clay. Sand 40%, Clay/Silt 60%.

no odor, no cementation, gravel - fine, poorly graded, angular to subangular; sand - fine to medium sand, poorly graded, subangular to subrounded; silt. Sand 70%, Clay/Silt 25%,

16in

filt

er s

and

filt

er s

and

8in8in

April 30, 2012 Page 4 of 4

TOTAL DEPTH = Sand Pack #10/20

4" SCH 40 PVC threaded cap

Sand Pack #10/20

4" Diameter SCH 40 PVC Pipe with 0.020" slotted

This is a SUBUNIT A monitoring well

PID reading 0.0 PPM unless otherwise noted.

Sand Pack #10/20

Location

SC

CL

WELL

DE

PT

H (

ft)

120

130

140

150

REMARKSSOIL

MW-1

BLOW

COUNT

0.0

100.0

Ace Ticket Well

DESCRIPTION

CLAYEY SAND brown - HUE 10 YR 5/4, low plasticity, weak reaction with HCL,

SILT WITH SAND dark brown - HUE 7.5 YR 5/4, no plasticity, strong reaction with HCL, no odor, no cementation, gravel - fine, poorly graded, angular to subangular; sand - coarse to fine sand, poorly graded, subangular to subrounded; silt. Clay/Silt 80%, G

SANDY SILT WITH GRAVEL brown - HUE 7.5 YR 5/4, no odor, strong reaction with HCL,no cementation - fine gravels, poorly graded, angular to subangular; sand - coarse to fine, poorly graded, subrounded to rounded; silt. Sand 35%, Clay/Silt 50%, Gravel 15

POORLY GRADED SAND WITH GRAVEL brown - HUE 7.5 YR 5/4, no odor, no cementation, weak reaction with HCL, fine gravel, very poorly graded gravel, angular to subangular; sand- very poorly graded, medium to coarse, subrounded to rounded. Sand 60%, Gravel 40

STATIC WATER - 75.63'

odor, weak reaction with HCL,no cementation, fine gravel, very poorly graded gravel, angular to subangular; sand- very poorly graded, medium to coarse, subrounded to rounded. Sand 60%, Gravel 40%

16in

24in

san

dsa

nd

16in

filt

er s

and

filt

er s

and

8in8in

8in8in

April 30, 2012 Page 3 of 4

Sand Pack #10/20

4" Diameter SCH 40 PVC Pipe with 0.020" slotted

The top of sand pack # 10/20.

Transition Fine Sand #60.

Location

SP

ML

ML

SC

WELL

DE

PT

H (

ft)

80

90

100

110

REMARKSSOIL

MW-1

BLOW

COUNT

0.0

100.0

Ace Ticket Well

DESCRIPTION

POORLY GRADED SAND WITH GRAVELbrown - HUE 7.5 YR 5/4, no

POORLY GRADED SAND WITH GRAVELbrown - HUE 7.5 YR 5/4, no odor, weak reaction with HCL, no cementation, fine gravel, very poorly graded gravel, angular to subangular; sand- very poorly graded, medium to coarse, subrounded to rounded. Sand 50%, Gravel 50%

SANDY LEAN CLAY brown - HUE 7.5 YR 4/6, no odor, no cementation, medium reaction with HCL, with some fine gravel, poorly graded, angular to subangular; sand - medium to coarse, well graded, subangular to subrounded. Clay/Silt 60% Sand 35%, Fines 5%

LEAN CLAY 100% - dark brown - HUE 7.5 YR 4/6,no odor, no cemetation, high plasticity, medium reaction with HCL.

CLAYEY SAND - dark brown - HUE 7.5 YR 4/4, no odor, no cementation, medium plasticity, no reaction with HCL, coarse to fine sand, poorly graded, subrounded to rounded; with clay. Clay 100%.

16in

ben

ton

ite

ben

ton

ite

4in4in

8in8in

April 30, 2012 Page 2 of 4

Bentonite Seal

4" Diameter SCH 40 PVC blank casing.

Bentonite Grout

This is a SUBUNIT A monitoring well

PID reading 0.0 PPM unless otherwise noted.

4" Diameter SCH 40 PVC blank casing.

Location

SC

CL

CL

SP

SP

WELL

DE

PT

H (

ft)

40

50

60

70

REMARKSSOIL

MW-1

BLOW

COUNT

0.0

100.0Borehole Dia. (in)

Ace Ticket Well

Colorado Silica 10/20

Sample Method

151.0

DESCRIPTION

WType

Drilling Method

566335.0

973.8

Backfill

Logged By Drilling Fluid

Sch. 40 PVC

Filter Material

Easting

Installation Date

TOC Elev. (ft)

SILT - yellowish brown - HUE 7.5 YR 4/6, dry, no odor,medium reaction with HCL, weak cementation, no dilatancy, mixed with fine sand. Clay/Silt 95%, Sand 5%.

SILT - brown - HUE 7.5 YR 3/3, dry, no odor, fine sand; weak HCL reaction, no cementation, no plasticity, no dilatancy. Silt/Clay 90%, Sand 10%

Asphalt

16in

cem

ent

cem

ent

16in

4in4in

April 30, 2012 Page 1 of 4

Surface Elev. (ft)

Mud Rotary

Bentonite Grout

The bottom of the Cement pack (+15%

This is a SUBUNIT A monitoring well

PID reading 0.0 PPM unless otherwise noted.

Description and identification of soil based on the ASTM Method D 2488-00. Particle hardness, dilatancy and dry strength were not evaluated. Color definitions applied to moist samples. Soils are non-cemented unless noted.

Cement (+15%

Well located in traffic rated 12" vault with locking

Clark Kent Northing

Location

0.0

Driller

ASPHALTML

SC

Slot Size (in)

889801.0

WELL

6/8/2006

Depth to Water

Bentonite Grout, Cem/Bent 15%

Grab Sample

DE

PT

H (

ft)

0

10

20

30

REMARKS

Screen Type

SOIL

10.8

973.8

Mud

Hole Depth

MB

MW-1

BLOW

COUNT0.0

100.0

Save to or load from

template file (xml)

Disecting the Boring Log

Ace Ticket Well

DESCRIPTION

LEAN CLAY WITH SAND - dark brown - HUE 10 YR 5/4, high plasticity, no odor, no cementation, strong reaction with HCL; sand fine to medium, well graded, subangular to subrounded; clay. Clay 80%, Sand 20%

SANDY LEAN CLAY dark brown - HUE 10 YR 5/4, no odor, high plasticity, strong reaction with HCL; gravel - fine, poorly graded, subangular to subrounded; sand - fine to medium, well graded, subangular to subrounded; clay. Clay 75%, Sand 20%, Clay 5%.

SANDY LEAN CLAY dark brown - HUE 10 YR 5/4, no odor, low plasticity, strong reaction with HCL; gravel - fine, very poorly graded, angular to subangular; sand - fine to coarse, poorly graded, subangular to subrounded; clay. Clay 60%, Sand 35%, Gravel 5

SANDY LEAN CLAY - dark brown - HUE 10 YR 5/4, low plasticity, medium reaction with HCL, no cementation, no odor; sand fine to coarse, well graded, subrounded to rounded; clay. Sand 40%, Clay/Silt 60%.

no odor, no cementation, gravel - fine, poorly graded, angular to subangular; sand - fine to medium sand, poorly graded, subangular to subrounded; silt. Sand 70%, Clay/Silt 25%,

16in

filt

er s

and

filt

er s

and

8in8in

April 30, 2012 Page 4 of 4

TOTAL DEPTH = Sand Pack #10/20

4" SCH 40 PVC threaded cap

Sand Pack #10/20

4" Diameter SCH 40 PVC Pipe with 0.020" slotted

This is a SUBUNIT A monitoring well

PID reading 0.0 PPM unless otherwise noted.

Sand Pack #10/20

Location

SC

CL

WELL

DE

PT

H (

ft)

120

130

140

150

REMARKSSOIL

MW-1

BLOW

COUNT

0.0

100.0

Ace Ticket Well

DESCRIPTION

CLAYEY SAND brown - HUE 10 YR 5/4, low plasticity, weak reaction with HCL,

SILT WITH SAND dark brown - HUE 7.5 YR 5/4, no plasticity, strong reaction with HCL, no odor, no cementation, gravel - fine, poorly graded, angular to subangular; sand - coarse to fine sand, poorly graded, subangular to subrounded; silt. Clay/Silt 80%, G

SANDY SILT WITH GRAVEL brown - HUE 7.5 YR 5/4, no odor, strong reaction with HCL,no cementation - fine gravels, poorly graded, angular to subangular; sand - coarse to fine, poorly graded, subrounded to rounded; silt. Sand 35%, Clay/Silt 50%, Gravel 15

POORLY GRADED SAND WITH GRAVEL brown - HUE 7.5 YR 5/4, no odor, no cementation, weak reaction with HCL, fine gravel, very poorly graded gravel, angular to subangular; sand- very poorly graded, medium to coarse, subrounded to rounded. Sand 60%, Gravel 40

STATIC WATER - 75.63'

odor, weak reaction with HCL,no cementation, fine gravel, very poorly graded gravel, angular to subangular; sand- very poorly graded, medium to coarse, subrounded to rounded. Sand 60%, Gravel 40%

16in

24in

san

dsa

nd

16in

filt

er s

and

filt

er s

and

8in8in

8in8in

April 30, 2012 Page 3 of 4

Sand Pack #10/20

4" Diameter SCH 40 PVC Pipe with 0.020" slotted

The top of sand pack # 10/20.

Transition Fine Sand #60.

Location

SP

ML

ML

SC

WELL

DE

PT

H (

ft)

80

90

100

110

REMARKSSOIL

MW-1

BLOW

COUNT

0.0

100.0

Ace Ticket Well

DESCRIPTION

POORLY GRADED SAND WITH GRAVELbrown - HUE 7.5 YR 5/4, no

POORLY GRADED SAND WITH GRAVELbrown - HUE 7.5 YR 5/4, no odor, weak reaction with HCL, no cementation, fine gravel, very poorly graded gravel, angular to subangular; sand- very poorly graded, medium to coarse, subrounded to rounded. Sand 50%, Gravel 50%

SANDY LEAN CLAY brown - HUE 7.5 YR 4/6, no odor, no cementation, medium reaction with HCL, with some fine gravel, poorly graded, angular to subangular; sand - medium to coarse, well graded, subangular to subrounded. Clay/Silt 60% Sand 35%, Fines 5%

LEAN CLAY 100% - dark brown - HUE 7.5 YR 4/6,no odor, no cemetation, high plasticity, medium reaction with HCL.

CLAYEY SAND - dark brown - HUE 7.5 YR 4/4, no odor, no cementation, medium plasticity, no reaction with HCL, coarse to fine sand, poorly graded, subrounded to rounded; with clay. Clay 100%.

16in

ben

ton

ite

ben

ton

ite

4in4in

8in8in

April 30, 2012 Page 2 of 4

Bentonite Seal

4" Diameter SCH 40 PVC blank casing.

Bentonite Grout

This is a SUBUNIT A monitoring well

PID reading 0.0 PPM unless otherwise noted.

4" Diameter SCH 40 PVC blank casing.

Location

SC

CL

CL

SP

SP

WELL

DE

PT

H (

ft)

40

50

60

70

REMARKSSOIL

MW-1

BLOW

COUNT

0.0

100.0

Borehole Dia. (in)

Ace Ticket Well

Colorado Silica 10/20

Sample Method

151.0

DESCRIPTION

WType

Drilling Method

566335.0

973.8

Backfill

Logged By Drilling Fluid

Sch. 40 PVC

Filter Material

Easting

Installation Date

TOC Elev. (ft)

SILT - yellowish brown - HUE 7.5 YR 4/6, dry, no odor,medium reaction with HCL, weak cementation, no dilatancy, mixed with fine sand. Clay/Silt 95%, Sand 5%.

SILT - brown - HUE 7.5 YR 3/3, dry, no odor, fine sand; weak HCL reaction, no cementation, no plasticity, no dilatancy. Silt/Clay 90%, Sand 10%

Asphalt

16in

cem

ent

cem

ent

16in

4in4in

April 30, 2012 Page 1 of 4

Surface Elev. (ft)

Mud Rotary

Bentonite Grout

The bottom of the Cement pack (+15%

This is a SUBUNIT A monitoring well

PID reading 0.0 PPM unless otherwise noted.

Description and identification of soil based on the ASTM Method D 2488-00. Particle hardness, dilatancy and dry strength were not evaluated. Color definitions applied to moist samples. Soils are non-cemented unless noted.

Cement (+15%

Well located in traffic rated 12" vault with locking

Clark Kent Northing

Location

0.0

Driller

ASPHALTML

SC

Slot Size (in)

889801.0

WELL

6/8/2006

Depth to Water

Bentonite Grout, Cem/Bent 15%

Grab Sample

DE

PT

H (

ft)

0

10

20

30

REMARKS

Screen Type

SOIL

10.8

973.8

Mud

Hole Depth

MB

MW-1

BLOW

COUNT

0.0

100.0

Page Header (every page)

Disecting the Boring Log

Ace Ticket Well

DESCRIPTION

LEAN CLAY WITH SAND - dark brown - HUE 10 YR 5/4, high plasticity, no odor, no cementation, strong reaction with HCL; sand fine to medium, well graded, subangular to subrounded; clay. Clay 80%, Sand 20%

SANDY LEAN CLAY dark brown - HUE 10 YR 5/4, no odor, high plasticity, strong reaction with HCL; gravel - fine, poorly graded, subangular to subrounded; sand - fine to medium, well graded, subangular to subrounded; clay. Clay 75%, Sand 20%, Clay 5%.

SANDY LEAN CLAY dark brown - HUE 10 YR 5/4, no odor, low plasticity, strong reaction with HCL; gravel - fine, very poorly graded, angular to subangular; sand - fine to coarse, poorly graded, subangular to subrounded; clay. Clay 60%, Sand 35%, Gravel 5

SANDY LEAN CLAY - dark brown - HUE 10 YR 5/4, low plasticity, medium reaction with HCL, no cementation, no odor; sand fine to coarse, well graded, subrounded to rounded; clay. Sand 40%, Clay/Silt 60%.

no odor, no cementation, gravel - fine, poorly graded, angular to subangular; sand - fine to medium sand, poorly graded, subangular to subrounded; silt. Sand 70%, Clay/Silt 25%,

16in

filt

er s

and

filt

er s

and

8in8in

April 30, 2012 Page 4 of 4

TOTAL DEPTH = Sand Pack #10/20

4" SCH 40 PVC threaded cap

Sand Pack #10/20

4" Diameter SCH 40 PVC Pipe with 0.020" slotted

This is a SUBUNIT A monitoring well

PID reading 0.0 PPM unless otherwise noted.

Sand Pack #10/20

Location

SC

CL

WELL

DE

PT

H (

ft)

120

130

140

150

REMARKSSOIL

MW-1

BLOW

COUNT

0.0

100.0

Ace Ticket Well

DESCRIPTION

CLAYEY SAND brown - HUE 10 YR 5/4, low plasticity, weak reaction with HCL,

SILT WITH SAND dark brown - HUE 7.5 YR 5/4, no plasticity, strong reaction with HCL, no odor, no cementation, gravel - fine, poorly graded, angular to subangular; sand - coarse to fine sand, poorly graded, subangular to subrounded; silt. Clay/Silt 80%, G

SANDY SILT WITH GRAVEL brown - HUE 7.5 YR 5/4, no odor, strong reaction with HCL,no cementation - fine gravels, poorly graded, angular to subangular; sand - coarse to fine, poorly graded, subrounded to rounded; silt. Sand 35%, Clay/Silt 50%, Gravel 15

POORLY GRADED SAND WITH GRAVEL brown - HUE 7.5 YR 5/4, no odor, no cementation, weak reaction with HCL, fine gravel, very poorly graded gravel, angular to subangular; sand- very poorly graded, medium to coarse, subrounded to rounded. Sand 60%, Gravel 40

STATIC WATER - 75.63'

odor, weak reaction with HCL,no cementation, fine gravel, very poorly graded gravel, angular to subangular; sand- very poorly graded, medium to coarse, subrounded to rounded. Sand 60%, Gravel 40%

16in

24in

san

dsa

nd

16in

filt

er s

and

filt

er s

and

8in8in

8in8in

April 30, 2012 Page 3 of 4

Sand Pack #10/20

4" Diameter SCH 40 PVC Pipe with 0.020" slotted

The top of sand pack # 10/20.

Transition Fine Sand #60.

Location

SP

ML

ML

SC

WELL

DE

PT

H (

ft)

80

90

100

110

REMARKSSOIL

MW-1

BLOW

COUNT

0.0

100.0

Ace Ticket Well

DESCRIPTION

POORLY GRADED SAND WITH GRAVELbrown - HUE 7.5 YR 5/4, no

POORLY GRADED SAND WITH GRAVELbrown - HUE 7.5 YR 5/4, no odor, weak reaction with HCL, no cementation, fine gravel, very poorly graded gravel, angular to subangular; sand- very poorly graded, medium to coarse, subrounded to rounded. Sand 50%, Gravel 50%

SANDY LEAN CLAY brown - HUE 7.5 YR 4/6, no odor, no cementation, medium reaction with HCL, with some fine gravel, poorly graded, angular to subangular; sand - medium to coarse, well graded, subangular to subrounded. Clay/Silt 60% Sand 35%, Fines 5%

LEAN CLAY 100% - dark brown - HUE 7.5 YR 4/6,no odor, no cemetation, high plasticity, medium reaction with HCL.

CLAYEY SAND - dark brown - HUE 7.5 YR 4/4, no odor, no cementation, medium plasticity, no reaction with HCL, coarse to fine sand, poorly graded, subrounded to rounded; with clay. Clay 100%.

16in

ben

ton

ite

ben

ton

ite

4in4in

8in8in

April 30, 2012 Page 2 of 4

Bentonite Seal

4" Diameter SCH 40 PVC blank casing.

Bentonite Grout

This is a SUBUNIT A monitoring well

PID reading 0.0 PPM unless otherwise noted.

4" Diameter SCH 40 PVC blank casing.

Location

SC

CL

CL

SP

SP

WELL

DE

PT

H (

ft)

40

50

60

70

REMARKSSOIL

MW-1

BLOW

COUNT

0.0

100.0

Borehole Dia. (in)

Ace Ticket Well

Colorado Silica 10/20

Sample Method

151.0

DESCRIPTION

WType

Drilling Method

566335.0

973.8

Backfill

Logged By Drilling Fluid

Sch. 40 PVC

Filter Material

Easting

Installation Date

TOC Elev. (ft)

SILT - yellowish brown - HUE 7.5 YR 4/6, dry, no odor,medium reaction with HCL, weak cementation, no dilatancy, mixed with fine sand. Clay/Silt 95%, Sand 5%.

SILT - brown - HUE 7.5 YR 3/3, dry, no odor, fine sand; weak HCL reaction, no cementation, no plasticity, no dilatancy. Silt/Clay 90%, Sand 10%

Asphalt

16in

cem

ent

cem

ent

16in

4in4in

April 30, 2012 Page 1 of 4

Surface Elev. (ft)

Mud Rotary

Bentonite Grout

The bottom of the Cement pack (+15%

This is a SUBUNIT A monitoring well

PID reading 0.0 PPM unless otherwise noted.

Description and identification of soil based on the ASTM Method D 2488-00. Particle hardness, dilatancy and dry strength were not evaluated. Color definitions applied to moist samples. Soils are non-cemented unless noted.

Cement (+15%

Well located in traffic rated 12" vault with locking

Clark Kent Northing

Location

0.0

Driller

ASPHALTML

SC

Slot Size (in)

889801.0

WELL

6/8/2006

Depth to Water

Bentonite Grout, Cem/Bent 15%

Grab Sample

DE

PT

H (

ft)

0

10

20

30

REMARKS

Screen Type

SOIL

10.8

973.8

Mud

Hole Depth

MB

MW-1

BLOW

COUNT

0.0

100.0

Data Header (first page)

Boring Log Demo

Disecting the Boring Log

Ace Ticket Well

DESCRIPTION

LEAN CLAY WITH SAND - dark brown - HUE 10 YR 5/4, high plasticity, no odor, no cementation, strong reaction with HCL; sand fine to medium, well graded, subangular to subrounded; clay. Clay 80%, Sand 20%

SANDY LEAN CLAY dark brown - HUE 10 YR 5/4, no odor, high plasticity, strong reaction with HCL; gravel - fine, poorly graded, subangular to subrounded; sand - fine to medium, well graded, subangular to subrounded; clay. Clay 75%, Sand 20%, Clay 5%.

SANDY LEAN CLAY dark brown - HUE 10 YR 5/4, no odor, low plasticity, strong reaction with HCL; gravel - fine, very poorly graded, angular to subangular; sand - fine to coarse, poorly graded, subangular to subrounded; clay. Clay 60%, Sand 35%, Gravel 5

SANDY LEAN CLAY - dark brown - HUE 10 YR 5/4, low plasticity, medium reaction with HCL, no cementation, no odor; sand fine to coarse, well graded, subrounded to rounded; clay. Sand 40%, Clay/Silt 60%.

no odor, no cementation, gravel - fine, poorly graded, angular to subangular; sand - fine to medium sand, poorly graded, subangular to subrounded; silt. Sand 70%, Clay/Silt 25%,

16in

filt

er s

and

filt

er s

and

8in8in

April 30, 2012 Page 4 of 4

TOTAL DEPTH = Sand Pack #10/20

4" SCH 40 PVC threaded cap

Sand Pack #10/20

4" Diameter SCH 40 PVC Pipe with 0.020" slotted

This is a SUBUNIT A monitoring well

PID reading 0.0 PPM unless otherwise noted.

Sand Pack #10/20

Location

SC

CL

WELL

DE

PT

H (

ft)

120

130

140

150

REMARKSSOIL

MW-1

BLOW

COUNT

0.0

100.0

Ace Ticket Well

DESCRIPTION

CLAYEY SAND brown - HUE 10 YR 5/4, low plasticity, weak reaction with HCL,

SILT WITH SAND dark brown - HUE 7.5 YR 5/4, no plasticity, strong reaction with HCL, no odor, no cementation, gravel - fine, poorly graded, angular to subangular; sand - coarse to fine sand, poorly graded, subangular to subrounded; silt. Clay/Silt 80%, G

SANDY SILT WITH GRAVEL brown - HUE 7.5 YR 5/4, no odor, strong reaction with HCL,no cementation - fine gravels, poorly graded, angular to subangular; sand - coarse to fine, poorly graded, subrounded to rounded; silt. Sand 35%, Clay/Silt 50%, Gravel 15

POORLY GRADED SAND WITH GRAVEL brown - HUE 7.5 YR 5/4, no odor, no cementation, weak reaction with HCL, fine gravel, very poorly graded gravel, angular to subangular; sand- very poorly graded, medium to coarse, subrounded to rounded. Sand 60%, Gravel 40

STATIC WATER - 75.63'

odor, weak reaction with HCL,no cementation, fine gravel, very poorly graded gravel, angular to subangular; sand- very poorly graded, medium to coarse, subrounded to rounded. Sand 60%, Gravel 40%

16in

24in

san

dsa

nd

16in

filt

er s

and

filt

er s

and

8in8in

8in8in

April 30, 2012 Page 3 of 4

Sand Pack #10/20

4" Diameter SCH 40 PVC Pipe with 0.020" slotted

The top of sand pack # 10/20.

Transition Fine Sand #60.

Location

SP

ML

ML

SC

WELL

DE

PT

H (

ft)

80

90

100

110

REMARKSSOIL

MW-1

BLOW

COUNT

0.0

100.0

Ace Ticket Well

DESCRIPTION

POORLY GRADED SAND WITH GRAVELbrown - HUE 7.5 YR 5/4, no

POORLY GRADED SAND WITH GRAVELbrown - HUE 7.5 YR 5/4, no odor, weak reaction with HCL, no cementation, fine gravel, very poorly graded gravel, angular to subangular; sand- very poorly graded, medium to coarse, subrounded to rounded. Sand 50%, Gravel 50%

SANDY LEAN CLAY brown - HUE 7.5 YR 4/6, no odor, no cementation, medium reaction with HCL, with some fine gravel, poorly graded, angular to subangular; sand - medium to coarse, well graded, subangular to subrounded. Clay/Silt 60% Sand 35%, Fines 5%

LEAN CLAY 100% - dark brown - HUE 7.5 YR 4/6,no odor, no cemetation, high plasticity, medium reaction with HCL.

CLAYEY SAND - dark brown - HUE 7.5 YR 4/4, no odor, no cementation, medium plasticity, no reaction with HCL, coarse to fine sand, poorly graded, subrounded to rounded; with clay. Clay 100%.

16in

ben

ton

ite

ben

ton

ite

4in4in

8in8in

April 30, 2012 Page 2 of 4

Bentonite Seal

4" Diameter SCH 40 PVC blank casing.

Bentonite Grout

This is a SUBUNIT A monitoring well

PID reading 0.0 PPM unless otherwise noted.

4" Diameter SCH 40 PVC blank casing.

Location

SC

CL

CL

SP

SP

WELL

DE

PT

H (

ft)

40

50

60

70

REMARKSSOIL

MW-1

BLOW

COUNT

0.0

100.0

Borehole Dia. (in)

Ace Ticket Well

Colorado Silica 10/20

Sample Method

151.0

DESCRIPTION

WType

Drilling Method

566335.0

973.8

Backfill

Logged By Drilling Fluid

Sch. 40 PVC

Filter Material

Easting

Installation Date

TOC Elev. (ft)

SILT - yellowish brown - HUE 7.5 YR 4/6, dry, no odor,medium reaction with HCL, weak cementation, no dilatancy, mixed with fine sand. Clay/Silt 95%, Sand 5%.

SILT - brown - HUE 7.5 YR 3/3, dry, no odor, fine sand; weak HCL reaction, no cementation, no plasticity, no dilatancy. Silt/Clay 90%, Sand 10%

Asphalt

16in

cem

ent

cem

ent

16in

4in4in

April 30, 2012 Page 1 of 4

Surface Elev. (ft)

Mud Rotary

Bentonite Grout

The bottom of the Cement pack (+15%

This is a SUBUNIT A monitoring well

PID reading 0.0 PPM unless otherwise noted.

Description and identification of soil based on the ASTM Method D 2488-00. Particle hardness, dilatancy and dry strength were not evaluated. Color definitions applied to moist samples. Soils are non-cemented unless noted.

Cement (+15%

Well located in traffic rated 12" vault with locking

Clark Kent Northing

Location

0.0

Driller

ASPHALTML

SC

Slot Size (in)

889801.0

WELL

6/8/2006

Depth to Water

Bentonite Grout, Cem/Bent 15%

Grab Sample

DE

PT

H (

ft)

0

10

20

30

REMARKS

Screen Type

SOIL

10.8

973.8

Mud

Hole Depth

MB

MW-1

BLOW

COUNT

0.0

100.0

Title Block ( every page)

Disecting the Boring Log

Ace Ticket Well

DESCRIPTION

LEAN CLAY WITH SAND - dark brown - HUE 10 YR 5/4, high plasticity, no odor, no cementation, strong reaction with HCL; sand fine to medium, well graded, subangular to subrounded; clay. Clay 80%, Sand 20%

SANDY LEAN CLAY dark brown - HUE 10 YR 5/4, no odor, high plasticity, strong reaction with HCL; gravel - fine, poorly graded, subangular to subrounded; sand - fine to medium, well graded, subangular to subrounded; clay. Clay 75%, Sand 20%, Clay 5%.

SANDY LEAN CLAY dark brown - HUE 10 YR 5/4, no odor, low plasticity, strong reaction with HCL; gravel - fine, very poorly graded, angular to subangular; sand - fine to coarse, poorly graded, subangular to subrounded; clay. Clay 60%, Sand 35%, Gravel 5

SANDY LEAN CLAY - dark brown - HUE 10 YR 5/4, low plasticity, medium reaction with HCL, no cementation, no odor; sand fine to coarse, well graded, subrounded to rounded; clay. Sand 40%, Clay/Silt 60%.

no odor, no cementation, gravel - fine, poorly graded, angular to subangular; sand - fine to medium sand, poorly graded, subangular to subrounded; silt. Sand 70%, Clay/Silt 25%,

16in

filt

er s

and

filt

er s

and

8in8in

April 30, 2012 Page 4 of 4

TOTAL DEPTH = Sand Pack #10/20

4" SCH 40 PVC threaded cap

Sand Pack #10/20

4" Diameter SCH 40 PVC Pipe with 0.020" slotted

This is a SUBUNIT A monitoring well

PID reading 0.0 PPM unless otherwise noted.

Sand Pack #10/20

Location

SC

CL

WELL

DE

PT

H (

ft)

120

130

140

150

REMARKSSOIL

MW-1

BLOW

COUNT

0.0

100.0

Ace Ticket Well

DESCRIPTION

CLAYEY SAND brown - HUE 10 YR 5/4, low plasticity, weak reaction with HCL,

SILT WITH SAND dark brown - HUE 7.5 YR 5/4, no plasticity, strong reaction with HCL, no odor, no cementation, gravel - fine, poorly graded, angular to subangular; sand - coarse to fine sand, poorly graded, subangular to subrounded; silt. Clay/Silt 80%, G

SANDY SILT WITH GRAVEL brown - HUE 7.5 YR 5/4, no odor, strong reaction with HCL,no cementation - fine gravels, poorly graded, angular to subangular; sand - coarse to fine, poorly graded, subrounded to rounded; silt. Sand 35%, Clay/Silt 50%, Gravel 15

POORLY GRADED SAND WITH GRAVEL brown - HUE 7.5 YR 5/4, no odor, no cementation, weak reaction with HCL, fine gravel, very poorly graded gravel, angular to subangular; sand- very poorly graded, medium to coarse, subrounded to rounded. Sand 60%, Gravel 40

STATIC WATER - 75.63'

odor, weak reaction with HCL,no cementation, fine gravel, very poorly graded gravel, angular to subangular; sand- very poorly graded, medium to coarse, subrounded to rounded. Sand 60%, Gravel 40%

16in

24in

san

dsa

nd

16in

filt

er s

and

filt

er s

and

8in8in

8in8in

April 30, 2012 Page 3 of 4

Sand Pack #10/20

4" Diameter SCH 40 PVC Pipe with 0.020" slotted

The top of sand pack # 10/20.

Transition Fine Sand #60.

Location

SP

ML

ML

SC

WELL

DE

PT

H (

ft)

80

90

100

110

REMARKSSOIL

MW-1

BLOW

COUNT

0.0

100.0

Ace Ticket Well

DESCRIPTION

POORLY GRADED SAND WITH GRAVELbrown - HUE 7.5 YR 5/4, no

POORLY GRADED SAND WITH GRAVELbrown - HUE 7.5 YR 5/4, no odor, weak reaction with HCL, no cementation, fine gravel, very poorly graded gravel, angular to subangular; sand- very poorly graded, medium to coarse, subrounded to rounded. Sand 50%, Gravel 50%

SANDY LEAN CLAY brown - HUE 7.5 YR 4/6, no odor, no cementation, medium reaction with HCL, with some fine gravel, poorly graded, angular to subangular; sand - medium to coarse, well graded, subangular to subrounded. Clay/Silt 60% Sand 35%, Fines 5%

LEAN CLAY 100% - dark brown - HUE 7.5 YR 4/6,no odor, no cemetation, high plasticity, medium reaction with HCL.

CLAYEY SAND - dark brown - HUE 7.5 YR 4/4, no odor, no cementation, medium plasticity, no reaction with HCL, coarse to fine sand, poorly graded, subrounded to rounded; with clay. Clay 100%.

16in

ben

ton

ite

ben

ton

ite

4in4in

8in8in

April 30, 2012 Page 2 of 4

Bentonite Seal

4" Diameter SCH 40 PVC blank casing.

Bentonite Grout

This is a SUBUNIT A monitoring well

PID reading 0.0 PPM unless otherwise noted.

4" Diameter SCH 40 PVC blank casing.

Location

SC

CL

CL

SP

SP

WELL

DE

PT

H (

ft)

40

50

60

70

REMARKSSOIL

MW-1

BLOW

COUNT

0.0

100.0

Borehole Dia. (in)

Ace Ticket Well

Colorado Silica 10/20

Sample Method

151.0

DESCRIPTION

WType

Drilling Method

566335.0

973.8

Backfill

Logged By Drilling Fluid

Sch. 40 PVC

Filter Material

Easting

Installation Date

TOC Elev. (ft)

SILT - yellowish brown - HUE 7.5 YR 4/6, dry, no odor,medium reaction with HCL, weak cementation, no dilatancy, mixed with fine sand. Clay/Silt 95%, Sand 5%.

SILT - brown - HUE 7.5 YR 3/3, dry, no odor, fine sand; weak HCL reaction, no cementation, no plasticity, no dilatancy. Silt/Clay 90%, Sand 10%

Asphalt

16in

cem

ent

cem

ent

16in

4in4in

April 30, 2012 Page 1 of 4

Surface Elev. (ft)

Mud Rotary

Bentonite Grout

The bottom of the Cement pack (+15%

This is a SUBUNIT A monitoring well

PID reading 0.0 PPM unless otherwise noted.

Description and identification of soil based on the ASTM Method D 2488-00. Particle hardness, dilatancy and dry strength were not evaluated. Color definitions applied to moist samples. Soils are non-cemented unless noted.

Cement (+15%

Well located in traffic rated 12" vault with locking

Clark Kent Northing

Location

0.0

Driller

ASPHALTML

SC

Slot Size (in)

889801.0

WELL

6/8/2006

Depth to Water

Bentonite Grout, Cem/Bent 15%

Grab Sample

DE

PT

H (

ft)

0

10

20

30

REMARKS

Screen Type

SOIL

10.8

973.8

Mud

Hole Depth

MB

MW-1

BLOW

COUNT

0.0

100.0

Downhole Space

Disecting the Boring Log

Ace Ticket Well

DESCRIPTION

LEAN CLAY WITH SAND - dark brown - HUE 10 YR 5/4, high plasticity, no odor, no cementation, strong reaction with HCL; sand fine to medium, well graded, subangular to subrounded; clay. Clay 80%, Sand 20%

SANDY LEAN CLAY dark brown - HUE 10 YR 5/4, no odor, high plasticity, strong reaction with HCL; gravel - fine, poorly graded, subangular to subrounded; sand - fine to medium, well graded, subangular to subrounded; clay. Clay 75%, Sand 20%, Clay 5%.

SANDY LEAN CLAY dark brown - HUE 10 YR 5/4, no odor, low plasticity, strong reaction with HCL; gravel - fine, very poorly graded, angular to subangular; sand - fine to coarse, poorly graded, subangular to subrounded; clay. Clay 60%, Sand 35%, Gravel 5

SANDY LEAN CLAY - dark brown - HUE 10 YR 5/4, low plasticity, medium reaction with HCL, no cementation, no odor; sand fine to coarse, well graded, subrounded to rounded; clay. Sand 40%, Clay/Silt 60%.

no odor, no cementation, gravel - fine, poorly graded, angular to subangular; sand - fine to medium sand, poorly graded, subangular to subrounded; silt. Sand 70%, Clay/Silt 25%,

16in

filt

er s

and

filt

er s

and

8in8in

April 30, 2012 Page 4 of 4

TOTAL DEPTH = Sand Pack #10/20

4" SCH 40 PVC threaded cap

Sand Pack #10/20

4" Diameter SCH 40 PVC Pipe with 0.020" slotted

This is a SUBUNIT A monitoring well

PID reading 0.0 PPM unless otherwise noted.

Sand Pack #10/20

Location

SC

CL

WELL

DE

PT

H (

ft)

120

130

140

150

REMARKSSOIL

MW-1

BLOW

COUNT

0.0

100.0

Ace Ticket Well

DESCRIPTION

CLAYEY SAND brown - HUE 10 YR 5/4, low plasticity, weak reaction with HCL,

SILT WITH SAND dark brown - HUE 7.5 YR 5/4, no plasticity, strong reaction with HCL, no odor, no cementation, gravel - fine, poorly graded, angular to subangular; sand - coarse to fine sand, poorly graded, subangular to subrounded; silt. Clay/Silt 80%, G

SANDY SILT WITH GRAVEL brown - HUE 7.5 YR 5/4, no odor, strong reaction with HCL,no cementation - fine gravels, poorly graded, angular to subangular; sand - coarse to fine, poorly graded, subrounded to rounded; silt. Sand 35%, Clay/Silt 50%, Gravel 15

POORLY GRADED SAND WITH GRAVEL brown - HUE 7.5 YR 5/4, no odor, no cementation, weak reaction with HCL, fine gravel, very poorly graded gravel, angular to subangular; sand- very poorly graded, medium to coarse, subrounded to rounded. Sand 60%, Gravel 40

STATIC WATER - 75.63'

odor, weak reaction with HCL,no cementation, fine gravel, very poorly graded gravel, angular to subangular; sand- very poorly graded, medium to coarse, subrounded to rounded. Sand 60%, Gravel 40%

16in

24in

san

dsa

nd

16in

filt

er s

and

filt

er s

and

8in8in

8in8in

April 30, 2012 Page 3 of 4

Sand Pack #10/20

4" Diameter SCH 40 PVC Pipe with 0.020" slotted

The top of sand pack # 10/20.

Transition Fine Sand #60.

Location

SP

ML

ML

SC

WELL

DE

PT

H (

ft)

80

90

100

110

REMARKSSOIL

MW-1

BLOW

COUNT

0.0

100.0

Ace Ticket Well

DESCRIPTION

POORLY GRADED SAND WITH GRAVELbrown - HUE 7.5 YR 5/4, no

POORLY GRADED SAND WITH GRAVELbrown - HUE 7.5 YR 5/4, no odor, weak reaction with HCL, no cementation, fine gravel, very poorly graded gravel, angular to subangular; sand- very poorly graded, medium to coarse, subrounded to rounded. Sand 50%, Gravel 50%

SANDY LEAN CLAY brown - HUE 7.5 YR 4/6, no odor, no cementation, medium reaction with HCL, with some fine gravel, poorly graded, angular to subangular; sand - medium to coarse, well graded, subangular to subrounded. Clay/Silt 60% Sand 35%, Fines 5%

LEAN CLAY 100% - dark brown - HUE 7.5 YR 4/6,no odor, no cemetation, high plasticity, medium reaction with HCL.

CLAYEY SAND - dark brown - HUE 7.5 YR 4/4, no odor, no cementation, medium plasticity, no reaction with HCL, coarse to fine sand, poorly graded, subrounded to rounded; with clay. Clay 100%.

16in

ben

ton

ite

ben

ton

ite

4in4in

8in8in

April 30, 2012 Page 2 of 4

Bentonite Seal

4" Diameter SCH 40 PVC blank casing.

Bentonite Grout

This is a SUBUNIT A monitoring well

PID reading 0.0 PPM unless otherwise noted.

4" Diameter SCH 40 PVC blank casing.

Location

SC

CL

CL

SP

SP

WELL

DE

PT

H (

ft)

40

50

60

70

REMARKSSOIL

MW-1

BLOW

COUNT

0.0

100.0

Borehole Dia. (in)

Ace Ticket Well

Colorado Silica 10/20

Sample Method

151.0

DESCRIPTION

WType

Drilling Method

566335.0

973.8

Backfill

Logged By Drilling Fluid

Sch. 40 PVC

Filter Material

Easting

Installation Date

TOC Elev. (ft)

SILT - yellowish brown - HUE 7.5 YR 4/6, dry, no odor,medium reaction with HCL, weak cementation, no dilatancy, mixed with fine sand. Clay/Silt 95%, Sand 5%.

SILT - brown - HUE 7.5 YR 3/3, dry, no odor, fine sand; weak HCL reaction, no cementation, no plasticity, no dilatancy. Silt/Clay 90%, Sand 10%

Asphalt

16in

cem

ent

cem

ent

16in

4in4in

April 30, 2012 Page 1 of 4

Surface Elev. (ft)

Mud Rotary

Bentonite Grout

The bottom of the Cement pack (+15%

This is a SUBUNIT A monitoring well

PID reading 0.0 PPM unless otherwise noted.

Description and identification of soil based on the ASTM Method D 2488-00. Particle hardness, dilatancy and dry strength were not evaluated. Color definitions applied to moist samples. Soils are non-cemented unless noted.

Cement (+15%

Well located in traffic rated 12" vault with locking

Clark Kent Northing

Location

0.0

Driller

ASPHALTML

SC

Slot Size (in)

889801.0

WELL

6/8/2006

Depth to Water

Bentonite Grout, Cem/Bent 15%

Grab Sample

DE

PT

H (

ft)

0

10

20

30

REMARKS

Screen Type

SOIL

10.8

973.8

Mud

Hole Depth

MB

MW-1

BLOW

COUNT

0.0

100.0

Footer (on every page)

Data Sources

Wells table fields

Data Sources

Borings / Screen fields

Wells table fields

Data Sources

Point Values

Borings / Screen fields

Wells table fields

EnviroInsite Training

Design Template Options

Scale – increase to reduce # pages

Section height

Vertical space for above-ground

riser

EnviroInsite Training

Design Template Options

Wells table field containing depth

to water

Depth Units for Axis

Boring Logs

Hands-on Exercise