enviroinsite training workshop - creating boring logs
DESCRIPTION
Presentation used in EnviroInsite training workshop for description of boring log feature.TRANSCRIPT
![Page 1: EnviroInsite training workshop - Creating boring logs](https://reader035.vdocuments.site/reader035/viewer/2022062419/559367781a28ab9a2d8b4678/html5/thumbnails/1.jpg)
Boring Logs
EnviroInsite Training WorkshopMarch 2013
![Page 2: EnviroInsite training workshop - Creating boring logs](https://reader035.vdocuments.site/reader035/viewer/2022062419/559367781a28ab9a2d8b4678/html5/thumbnails/2.jpg)
EnviroInsite Training
Examples
![Page 3: EnviroInsite training workshop - Creating boring logs](https://reader035.vdocuments.site/reader035/viewer/2022062419/559367781a28ab9a2d8b4678/html5/thumbnails/3.jpg)
EnviroInsite Training
Examples
![Page 4: EnviroInsite training workshop - Creating boring logs](https://reader035.vdocuments.site/reader035/viewer/2022062419/559367781a28ab9a2d8b4678/html5/thumbnails/4.jpg)
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
![Page 5: EnviroInsite training workshop - Creating boring logs](https://reader035.vdocuments.site/reader035/viewer/2022062419/559367781a28ab9a2d8b4678/html5/thumbnails/5.jpg)
EnviroInsite Training
Fill table
Field Type
Well Text
Material Numeric
Top Depth Numeric
Bottom Depth Numeric
Diameter Numeric
![Page 6: EnviroInsite training workshop - Creating boring logs](https://reader035.vdocuments.site/reader035/viewer/2022062419/559367781a28ab9a2d8b4678/html5/thumbnails/6.jpg)
EnviroInsite Training
Point Values table
Field Type
Well Text
Constituent Text
Depth Numeric
Value Numeric
Text Value Text
![Page 7: EnviroInsite training workshop - Creating boring logs](https://reader035.vdocuments.site/reader035/viewer/2022062419/559367781a28ab9a2d8b4678/html5/thumbnails/7.jpg)
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)
![Page 8: EnviroInsite training workshop - Creating boring logs](https://reader035.vdocuments.site/reader035/viewer/2022062419/559367781a28ab9a2d8b4678/html5/thumbnails/8.jpg)
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)
![Page 9: EnviroInsite training workshop - Creating boring logs](https://reader035.vdocuments.site/reader035/viewer/2022062419/559367781a28ab9a2d8b4678/html5/thumbnails/9.jpg)
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)
![Page 10: EnviroInsite training workshop - Creating boring logs](https://reader035.vdocuments.site/reader035/viewer/2022062419/559367781a28ab9a2d8b4678/html5/thumbnails/10.jpg)
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)
![Page 11: EnviroInsite training workshop - Creating boring logs](https://reader035.vdocuments.site/reader035/viewer/2022062419/559367781a28ab9a2d8b4678/html5/thumbnails/11.jpg)
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
![Page 12: EnviroInsite training workshop - Creating boring logs](https://reader035.vdocuments.site/reader035/viewer/2022062419/559367781a28ab9a2d8b4678/html5/thumbnails/12.jpg)
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)
![Page 13: EnviroInsite training workshop - Creating boring logs](https://reader035.vdocuments.site/reader035/viewer/2022062419/559367781a28ab9a2d8b4678/html5/thumbnails/13.jpg)
Data Sources
Wells table fields
![Page 14: EnviroInsite training workshop - Creating boring logs](https://reader035.vdocuments.site/reader035/viewer/2022062419/559367781a28ab9a2d8b4678/html5/thumbnails/14.jpg)
Data Sources
Borings / Screen fields
Wells table fields
![Page 15: EnviroInsite training workshop - Creating boring logs](https://reader035.vdocuments.site/reader035/viewer/2022062419/559367781a28ab9a2d8b4678/html5/thumbnails/15.jpg)
Data Sources
Point Values
Borings / Screen fields
Wells table fields
![Page 16: EnviroInsite training workshop - Creating boring logs](https://reader035.vdocuments.site/reader035/viewer/2022062419/559367781a28ab9a2d8b4678/html5/thumbnails/16.jpg)
EnviroInsite Training
Design Template Options
Scale – increase to reduce # pages
Section height
Vertical space for above-ground
riser
![Page 17: EnviroInsite training workshop - Creating boring logs](https://reader035.vdocuments.site/reader035/viewer/2022062419/559367781a28ab9a2d8b4678/html5/thumbnails/17.jpg)
EnviroInsite Training
Design Template Options
Wells table field containing depth
to water
Depth Units for Axis
![Page 18: EnviroInsite training workshop - Creating boring logs](https://reader035.vdocuments.site/reader035/viewer/2022062419/559367781a28ab9a2d8b4678/html5/thumbnails/18.jpg)
Boring Logs
Hands-on Exercise