Presentation used in EnviroInsite training workshop for description of boring log feature.

1. Boring Logs
EnviroInsite Training Workshop
March 2013

2. Examples
EnviroInsite Training

3. Examples
EnviroInsite Training

4. 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
Diameter
Text
Numeric
EnviroInsite Training

5. Fill table
Field
Type
Well
Text
Material
Numeric
Top Depth
Numeric
Bottom Depth
Numeric
Diameter
Numeric
EnviroInsite Training

6. Point Values table
Field
Type
Well
Text
Constituent
Text
Depth
Numeric
Value
Numeric
Text Value
Text
EnviroInsite Training

7. Design Template
Clark Kent
DESCRIPTION
Logged By
MB
BLOW
WELL
Northing
SOIL
Drilling Method Mud Rotary
COUNT
Drilling Fluid
odor, weak cementation, HCL,no
no odor, no reaction with gravel - fine,
CLAYEY SAND - dark brown - HUE 7.5
cementation,
poorly graded, angular to very poorly
gravel, subangular;
6/8/2006
Installationno to fineno cementation, Type
YR 4/4, gravel, angularsand, poorly
gradedfine odor,
sand - Date
medium to subangular;
STATIC subangular toreaction withto
medium WATER - graded, medium silt.
graded, plasticity,75.63'
sand- very poorly no subrounded;
Mud
SP
SC
W
16in
HCL, coarse to fine 25%, PVC
coarse, subroundedsand, poorly
Sand 70%,
Sch. 40
Screen Type Clay/Siltto rounded. with
Sample Method Grab Sample
graded, subrounded to rounded;
Sand 60%, Gravel 40%
clay.
Clay (in)
Slot Size 100%.
0.0
80
40
973.8
973.8
TOC Elev. (ft) Sand Pack #10/20
Transition Fine
Depth to Water #60.
Sand
Bentonite Grout, Cem/Bent 15%
Backfill
CL
Hole Depth
24in
SANDY LEAN CLAY - dark brown - HUE
10 YR 5/4, low plasticity, medium
reaction with HCL, no cementation, no
DESCRIPTION
odor; sand fine to coarse, WITH
well
POORLY GRADED SANDclay. graded,
subrounded to - HUE 7.5
GRAVEL brownrounded; YR 5/4, no
Sand 40%, Clay/Silt 60%.
odor, no cementation, weak reaction
with HCL, fine gravel, very poorly
LEAN CLAY 100% - dark brown - HUE
graded4/6,no odor, no cemetation, high
gravel, angular to
7.5 YRvery poorly graded,subangular;
sandmedium to
Asphalt
plasticity, medium reaction with HCL.
coarse, subrounded to rounded.
Sand 60%, Gravel 40
BLOW
4in
The top of sand
pack # 10/20.
WELL
SOIL
151.0
8in
REMARKS
COUNT
100.0
0
566335.0
Surface Elev. (ft)
Colorado Silica 10/20
Filter Material
0.0
DEPTH (ft)
120
Borehole Dia. (in) 10.8
889801.0
REMARKS
Easting
sand
Driller
Location Ace Ticket
100.0
DEPTH (ft)
Well MW-1
0.0
CL
PID reading 0.0
PPM unless
4" Diameter SCH
Well located in
otherwise noted. 40
PVC blank casing.
traffic rated 12"
4" Diameter SCH
This with locking40
vault is a SUBUNIT
PVC Pipe withwell
A monitoring
0.020" slotted
ASPHALT
ML
130
90
50
10
140
100
60
20
SILT - brown HUE dark brown - HUE
SANDY LEAN- CLAY7.5 YR 3/3, dry, no
10 YR fine sand; weak HCL reaction, no
odor, 5/4, no odor, low plasticity,
cementation, nowith HCL; gravel - fine,
strong reaction plasticity, no dilatancy.
very poorly graded, angular brown Silt/Clay 90%, Sand 10%
SANDY SILT sand - GRAVEL to
subangular; WITH fine to coarse,
HUE 7.5 YR 5/4, no odor, strong
poorly graded, subangular to
reaction with clay.
HCL,no
subrounded;poorly cementation - to
fine gravels, Sand 35%, Gravel 5
Clay 60%,
SANDY LEAN CLAYgraded, - HUE 7.5
brown angular
subangular; sand - coarse to fine,
YR 4/6,graded, subrounded to rounded;
no odor, no cementation,
poorlyyellowish brown - HUE 7.5 YR
SILT medium reaction with HCL, with some
silt.
4/6, gravel, odor,medium reaction to
fine dry, no poorly graded, angularwith
Sand 35%, Clay/Silt 50%,
HCL, weak cementation, noGravel 15
subangular; sand - medium dilatancy,
to coarse,
mixed with fine sand. to
well graded, subangular
Clay/Silt 95%,
subrounded. Sand 5%.
Clay/Silt 60% Sand 35%, Fines 5%
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 WITH SAND dark brown - HUE 7.5
SILT graded, subangular to
subrounded; clay.
YR 5/4, no plasticity, strong reaction
Clay 75%, Sand 20%, Clay 5%.
with HCL, no odor, no cementation,
gravel - fine, poorlySAND WITH
graded, angular to
POORLY GRADED coarse to fine sand,
subangular; sand GRAVELbrown - HUE 7.5 YR
poorly graded, subangular to5/4, no
odor, weak reaction with HCL, no
subrounded; fine gravel, very poorly
silt.
cementation, G
Clay/Silt 80%,
graded gravel, angular to subangular;
sand- very poorly graded, medium to
coarse, subrounded to rounded.
Sand 50%, Gravel 50%
ML
16in
CL
16in
16in
16in
8in
4in
8in
ML
SP
70
30
CLAY
LEAN 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%
POORLY GRADED SAND WITH
CLAYEY SAND brown - HUE 10 YR 5/4,
GRAVELbrown - HUE 7.5 YR 5/4, HCL,
low plasticity, weak reaction withno
April 30, 2012
Cement (+15%
Description and
identification of soil
4" Diameter SCH 40
based on the ASTM
PVC Pipe with
Method D 2488-00.
0.020" slotted
Particle hardness,
dilatancy and dry
strength were not
evaluated. Color
definitions applied
to moist samples.
Soils are
PID reading 0.0
non-cemented
PPM unless
unless noted.
PID reading 0.0
otherwise noted.
PPM unless
This is a SUBUNIT
otherwise noted.
A monitoring well
Sandis a SUBUNIT
This Pack #10/20
A monitoring well
Bentonite Grout
4" SCH 40 PVC
4" Diameter SCH 40
threaded cap
Sand Pack #10/20
PVC blank casing.
The bottom of =
TOTAL DEPTHthe
Cement pack (+15%
Bentonite Grout
Sand Pack #10/20
150
110
8in
filter sand bentonite
cement
filter sand
Save to or load
from template
file (xml)
SC
SP
16in
Bentonite Seal
SC
Page 4 of 4
1
2
3

8. Disecting the Boring Log
Clark Kent
DESCRIPTION
MB
COUNT
WELL
Northing
Mud
Drilling Fluid
0.0
0.0
0.0
Logged By
Page Header (every page)
BLOW
SOIL
Drilling Method Mud Rotary
SP
SC
odor, weak cementation, HCL,no
no odor, no reaction with gravel - fine,
CLAYEY SAND gravel, subangular;
cementation, - dark brown - poorly
poorly graded, angular to very HUE 7.5
6/8/2006
W
Installationno to fineno cementation, Type
YR 4/4,
16in
gradedfine odor, - 75.63' subangular;
sand - Date
medium to
STATICgravel, angularsand, poorly
medium WATER graded, medium silt.
plasticity,
graded, subangular toreaction withto
sand- very poorly no subrounded;
HCL, coarse to fine sand, poorly
coarse, subrounded 25%, PVC
Sand 70%,
Sch. 40
Screen Type Clay/Siltto rounded. with
Sample Method Grab Sample
graded, subrounded to rounded;
Sand 60%, Gravel 40%
clay.
Clay (in)
0.0
Colorado Silica 10/20
Slot Size 100%.
Filter Material
24in
80
40
BLOW
566335.0
Easting
Surface Elev. (ft)
Transition Fine
Depth to Water #60.
Sand
4in
Hole Depth
151.0
8in
The top of sand
pack # 10/20.
WELL
SOIL
973.8
973.8
TOC Elev. (ft) Sand Pack #10/20
REMARKS
COUNT
100.0
0
Bentonite Grout, Cem/Bent 15%
Backfill
CL
SANDY LEAN CLAY - dark brown - HUE
10 YR 5/4, low plasticity, medium
reaction with HCL, no cementation, no
DESCRIPTION
odor; sand fine to coarse, WITH
well
POORLY GRADED SANDclay. graded,
subrounded to - HUE 7.5
GRAVEL brownrounded; YR 5/4, no
Sand 40%, Clay/Silt 60%.
odor, no cementation, weak reaction
with HCL, fine gravel, very poorly
LEAN CLAY 100% - dark brown - HUE
graded4/6,no odor, no cemetation, high
gravel, angular to
7.5 YRvery poorly graded,subangular;
sandmedium
Asphalt
plasticity, medium reaction with to
coarse, subrounded to rounded. HCL.
Sand 60%, Gravel 40
0.0
DEPTH (ft)
120
Borehole Dia. (in) 10.8
889801.0
REMARKS
sand
Driller
Location Ace Ticket
100.0
DEPTH (ft)
Well MW-1
CL
PID reading 0.0
PPM unless
4" Diameter SCH
Well located in
otherwise noted. 40
PVC blank casing.
traffic rated 12"
4" Diameter SCH
This with locking40
vault is a SUBUNIT
PVC Pipe withwell
A monitoring
0.020" slotted
ASPHALT
ML
90
50
10
140
100
60
20
SILT - brown HUE dark brown - HUE
SANDY LEAN- CLAY7.5 YR 3/3, dry, no
10 YR fine sand; weak HCL reaction, no
odor, 5/4, no odor, low plasticity,
cementation, nowith HCL; gravel - fine,
strong reaction plasticity, no dilatancy.
very poorly graded, angular brown Silt/Clay 90%, Sand 10%
SANDY SILT sand - GRAVEL to
subangular; WITH fine to coarse,
HUE 7.5 YR 5/4, no odor, strong
poorly graded, subangular to
reaction with clay.
HCL,no cementation
subrounded;poorly graded, angular- to
fine gravels, Sand 35%, Gravel 5
Clay 60%,
SANDY LEAN CLAY brownto HUE 7.5
subangular; sand - coarse - fine,
YR 4/6, no odor, no cementation,
poorly graded, subrounded with some
SILT - yellowish brown - HUE 7.5 YR
medium reaction with HCL, to rounded;
silt. dry, no odor,medium reaction with
4/6,
fine gravel, poorly graded, angular to
Sand 35%, Clay/Silt 50%,
HCL, weak cementation, noGravel 15
subangular; sand - medium dilatancy,
to coarse,
mixed with fine sand. to
well graded, subangular
Clay/Silt 95%,
subrounded. Sand 5%.
Clay/Silt 60% Sand 35%, Fines 5%
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 WITH SAND dark brown - HUE 7.5
SILT graded, subangular to
subrounded; clay.
YR 5/4, no plasticity, strong reaction
Clay 75%, Sand 20%, Clay 5%.
with HCL, no odor, no cementation,
gravel - fine, poorly graded, angular to
POORLY GRADED SAND WITH sand,
subangular; sand - coarse fine
GRAVELbrownsubangular to 5/4, no
YR
poorly graded, - HUE 7.5 HCL, no
odor, weak reaction with to
subrounded; silt.
cementation, fine gravel, very poorly
Clay/Silt 80%, angular to subangular;
G
graded gravel,
sand- very poorly graded, medium to
coarse, subrounded to rounded.
Sand 50%, Gravel 50%
ML
16in
CL
16in
16in
16in
8in
4in
8in
ML
SP
70
30
CLAY
LEAN 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%
POORLY GRADED SAND WITH
CLAYEY SAND brown - HUE 10 YR 5/4,
GRAVELbrown - HUE 7.5 YR 5/4, HCL,
low plasticity, weak reaction withno
April 30, 2012
Cement (+15%
Description and
identification of soil
4" Diameter SCH 40
based on the ASTM
PVC Pipe with
Method D 2488-00.
0.020" slotted
Particle hardness,
dilatancy and dry
strength were not
evaluated. Color
definitions applied
to moist samples.
Soils are
PID reading 0.0
non-cemented
PPM unless
unless noted.
PID reading 0.0
otherwise noted.
PPM unless
This is a SUBUNIT
otherwise noted.
A monitoring well
Sandis a SUBUNIT
This Pack #10/20
A monitoring well
Bentonite Grout
4" SCH 40 PVC
4" Diameter SCH 40
threaded cap
Sand Pack #10/20
PVC blank casing.
The bottom of =
TOTAL DEPTHthe
Cement pack (+15%
Bentonite Grout
Sand Pack #10/20
150
110
8in
filter sand bentonite
cement
filter sand
130
SC
SP
16in
Bentonite Seal
SC
Page 4 of 4
1
2
3

9. Disecting the Boring Log
Clark Kent
DESCRIPTION
MB
COUNT
Drilling Fluid
odor, weak cementation, HCL,no
no odor, no reaction with gravel - fine,
CLAYEY SAND - dark brown - HUE 7.5
0.0
0.0
0.0
Logged By
BLOW
WELL
Northing
SOIL
Drilling Method Mud Rotary
cementation,
poorly graded, angular to very poorly
gravel, subangular;
6/8/2006
Installationno to fineno cementation, Type
YR 4/4, Date
gradedfine odor,
sand - gravel, angularsand, poorly
medium to subangular;
STATIC WATER - graded, medium silt.
medium plasticity,75.63'
graded, subangular toreaction withto
sand- very poorly no subrounded;
Mud
SP
SC
W
16in
HCL, coarse to fine sand, poorly
coarse, subrounded 25%, PVC
Sand 70%,
Sch. 40
Screen Type Clay/Siltto rounded. with
Sample Method Grab Sample
graded, subrounded to rounded;
Sand 60%, Gravel 40%
clay.
Clay (in)
Slot Size 100%.
0.0
80
40
973.8
973.8
TOC Elev. (ft) Sand Pack #10/20
Transition Fine
Depth to Water #60.
Sand
Bentonite Grout, Cem/Bent 15%
Backfill
CL
Hole Depth
24in
SANDY LEAN CLAY - dark brown - HUE
10 YR 5/4, low plasticity, medium
reaction with HCL, no cementation, no
DESCRIPTION
odor; sand fine to coarse, WITH
well
POORLY GRADED SANDclay. graded,
subrounded to - HUE 7.5
GRAVEL brownrounded; YR 5/4, no
Sand 40%, Clay/Silt 60%.
odor, no cementation, weak reaction
with HCL, fine gravel, very poorly
LEAN CLAY 100% - dark brown - HUE
graded4/6,no odor, no cemetation, high
gravel, angular to
7.5 YRvery poorly graded,subangular;
sandmedium
Asphalt
plasticity, medium reaction with to
coarse, subrounded to rounded. HCL.
Sand 60%, Gravel 40
BLOW
4in
The top of sand
pack # 10/20.
WELL
SOIL
151.0
8in
REMARKS
COUNT
100.0
0
566335.0
Surface Elev. (ft)
Colorado Silica 10/20
Filter Material
0.0
DEPTH (ft)
120
Borehole Dia. (in) 10.8
889801.0
REMARKS
Easting
sand
Driller
Location Ace Ticket
100.0
DEPTH (ft)
Well MW-1
CL
PID reading 0.0
PPM unless
4" Diameter SCH
Well located in
otherwise noted. 40
PVC blank casing.
traffic rated 12"
4" Diameter SCH
This with locking40
vault is a SUBUNIT
PVC Pipe withwell
A monitoring
0.020" slotted
ASPHALT
ML
90
50
10
140
100
60
20
SILT - brown HUE dark brown - HUE
SANDY LEAN- CLAY7.5 YR 3/3, dry, no
10 YR fine sand; weak HCL reaction, no
odor, 5/4, no odor, low plasticity,
cementation, nowith HCL; gravel - fine,
strong reaction plasticity, no dilatancy.
very poorly graded, angular brown Silt/Clay 90%, Sand 10%
SANDY SILT sand - GRAVEL to
subangular; WITH fine to coarse,
HUE 7.5 YR 5/4, no odor, strong
poorly graded, subangular to
reaction with clay.
HCL,no cementation
subrounded;poorly graded, angular- to
fine gravels, Sand 35%, Gravel 5
Clay 60%,
SANDY LEAN CLAY brownto HUE 7.5
subangular; sand - coarse - fine,
YR 4/6, no odor, no cementation,
poorly graded, subrounded with some
SILT - yellowish brown - HUE 7.5 YR
medium reaction with HCL, to rounded;
silt. dry, no odor,medium reaction with
4/6,
fine gravel, poorly graded, angular to
Sand 35%, Clay/Silt 50%,
HCL, weak cementation, noGravel 15
subangular; sand - medium dilatancy,
to coarse,
mixed with fine sand. to
well graded, subangular
Clay/Silt 95%,
subrounded. Sand 5%.
Clay/Silt 60% Sand 35%, Fines 5%
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 WITH SAND dark brown - HUE 7.5
SILT graded, subangular to
subrounded; clay.
YR 5/4, no plasticity, strong reaction
Clay 75%, Sand 20%, Clay 5%.
with HCL, no odor, no cementation,
gravel - fine, poorly graded, angular to
POORLY GRADED SAND WITH sand,
subangular; sand - coarse fine
GRAVELbrownsubangular to 5/4, no
YR
poorly graded, - HUE 7.5 HCL, no
odor, weak reaction with to
subrounded; silt.
cementation, fine gravel, very poorly
Clay/Silt 80%, angular to subangular;
G
graded gravel,
sand- very poorly graded, medium to
coarse, subrounded to rounded.
Sand 50%, Gravel 50%
ML
16in
CL
16in
16in
16in
8in
4in
8in
ML
SP
70
30
CLAY
LEAN 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%
POORLY GRADED SAND WITH
CLAYEY SAND brown - HUE 10 YR 5/4,
GRAVELbrown - HUE 7.5 YR 5/4, HCL,
low plasticity, weak reaction withno
April 30, 2012
Cement (+15%
Description and
identification of soil
4" Diameter SCH 40
based on the ASTM
PVC Pipe with
Method D 2488-00.
0.020" slotted
Particle hardness,
dilatancy and dry
strength were not
evaluated. Color
definitions applied
to moist samples.
Soils are
PID reading 0.0
non-cemented
PPM unless
unless noted.
PID reading 0.0
otherwise noted.
PPM unless
This is a SUBUNIT
otherwise noted.
A monitoring well
Sandis a SUBUNIT
This Pack #10/20
A monitoring well
Bentonite Grout
4" SCH 40 PVC
4" Diameter SCH 40
threaded cap
Sand Pack #10/20
PVC blank casing.
The bottom of =
TOTAL DEPTHthe
Cement pack (+15%
Bentonite Grout
Sand Pack #10/20
150
110
8in
filter sand bentonite
cement
filter sand
130
SC
SP
16in
Bentonite Seal
SC
Page 4 of 4
1
2
3
Data Header (first page)

10. Disecting the Boring Log
Clark Kent
DESCRIPTION
MB
COUNT
Drilling Fluid
odor, weak cementation, HCL,no
no odor, no reaction with gravel - fine,
CLAYEY SAND - dark brown - HUE 7.5
0.0
0.0
0.0
Logged By
BLOW
WELL
Northing
SOIL
Drilling Method Mud Rotary
cementation,
poorly graded, angular to very poorly
gravel, subangular;
6/8/2006
Installationno to fineno cementation, Type
YR 4/4, Date
gradedfine odor,
sand - gravel, angularsand, poorly
medium to subangular;
STATIC WATER - graded, medium silt.
medium plasticity,75.63'
graded, subangular toreaction withto
sand- very poorly no subrounded;
Mud
SP
SC
W
16in
HCL, coarse to fine sand, poorly
coarse, subrounded 25%, PVC
Sand 70%,
Sch. 40
Screen Type Clay/Siltto rounded. with
Sample Method Grab Sample
graded, subrounded to rounded;
Sand 60%, Gravel 40%
clay.
Clay (in)
Slot Size 100%.
0.0
80
40
973.8
973.8
TOC Elev. (ft) Sand Pack #10/20
Transition Fine
Depth to Water #60.
Sand
Bentonite Grout, Cem/Bent 15%
Backfill
CL
Hole Depth
24in
SANDY LEAN CLAY - dark brown - HUE
10 YR 5/4, low plasticity, medium
reaction with HCL, no cementation, no
DESCRIPTION
odor; sand fine to coarse, WITH
well
POORLY GRADED SANDclay. graded,
subrounded to - HUE 7.5
GRAVEL brownrounded; YR 5/4, no
Sand 40%, Clay/Silt 60%.
odor, no cementation, weak reaction
with HCL, fine gravel, very poorly
LEAN CLAY 100% - dark brown - HUE
graded4/6,no odor, no cemetation, high
gravel, angular to
7.5 YRvery poorly graded,subangular;
sandmedium
Asphalt
plasticity, medium reaction with to
coarse, subrounded to rounded. HCL.
Sand 60%, Gravel 40
BLOW
4in
The top of sand
pack # 10/20.
WELL
SOIL
151.0
8in
REMARKS
COUNT
100.0
0
566335.0
Surface Elev. (ft)
Colorado Silica 10/20
Filter Material
0.0
DEPTH (ft)
120
Borehole Dia. (in) 10.8
889801.0
REMARKS
Easting
sand
Driller
Location Ace Ticket
100.0
DEPTH (ft)
Well MW-1
CL
Title Block ( every page)
PID reading 0.0
PPM unless
4" Diameter SCH
Well located in
otherwise noted. 40
PVC blank casing.
traffic rated 12"
4" Diameter SCH
This with locking40
vault is a SUBUNIT
PVC Pipe withwell
A monitoring
0.020" slotted
ASPHALT
ML
90
50
10
140
100
60
20
SILT - brown HUE dark brown - HUE
SANDY LEAN- CLAY7.5 YR 3/3, dry, no
10 YR fine sand; weak HCL reaction, no
odor, 5/4, no odor, low plasticity,
cementation, nowith HCL; gravel - fine,
strong reaction plasticity, no dilatancy.
very poorly graded, angular brown Silt/Clay 90%, Sand 10%
SANDY SILT sand - GRAVEL to
subangular; WITH fine to coarse,
HUE 7.5 YR 5/4, no odor, strong
poorly graded, subangular to
reaction with clay.
HCL,no cementation
subrounded;poorly graded, angular- to
fine gravels, Sand 35%, Gravel 5
Clay 60%,
SANDY LEAN CLAY brownto HUE 7.5
subangular; sand - coarse - fine,
YR 4/6, no odor, no cementation,
poorly graded, subrounded with some
SILT - yellowish brown - HUE 7.5 YR
medium reaction with HCL, to rounded;
silt. dry, no odor,medium reaction with
4/6,
fine gravel, poorly graded, angular to
Sand 35%, Clay/Silt 50%,
HCL, weak cementation, noGravel 15
subangular; sand - medium dilatancy,
to coarse,
mixed with fine sand. to
well graded, subangular
Clay/Silt 95%,
subrounded. Sand 5%.
Clay/Silt 60% Sand 35%, Fines 5%
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 WITH SAND dark brown - HUE 7.5
SILT graded, subangular to
subrounded; clay.
YR 5/4, no plasticity, strong reaction
Clay 75%, Sand 20%, Clay 5%.
with HCL, no odor, no cementation,
gravel - fine, poorly graded, angular to
POORLY GRADED SAND WITH sand,
subangular; sand - coarse fine
GRAVELbrownsubangular to 5/4, no
YR
poorly graded, - HUE 7.5 HCL, no
odor, weak reaction with to
subrounded; silt.
cementation, fine gravel, very poorly
Clay/Silt 80%, angular to subangular;
G
graded gravel,
sand- very poorly graded, medium to
coarse, subrounded to rounded.
Sand 50%, Gravel 50%
ML
16in
CL
16in
16in
16in
8in
4in
8in
ML
SP
70
30
CLAY
LEAN 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%
POORLY GRADED SAND WITH
CLAYEY SAND brown - HUE 10 YR 5/4,
GRAVELbrown - HUE 7.5 YR 5/4, HCL,
low plasticity, weak reaction withno
April 30, 2012
Cement (+15%
Description and
identification of soil
4" Diameter SCH 40
based on the ASTM
PVC Pipe with
Method D 2488-00.
0.020" slotted
Particle hardness,
dilatancy and dry
strength were not
evaluated. Color
definitions applied
to moist samples.
Soils are
PID reading 0.0
non-cemented
PPM unless
unless noted.
PID reading 0.0
otherwise noted.
PPM unless
This is a SUBUNIT
otherwise noted.
A monitoring well
Sandis a SUBUNIT
This Pack #10/20
A monitoring well
Bentonite Grout
4" SCH 40 PVC
4" Diameter SCH 40
threaded cap
Sand Pack #10/20
PVC blank casing.
The bottom of =
TOTAL DEPTHthe
Cement pack (+15%
Bentonite Grout
Sand Pack #10/20
150
110
8in
filter sand bentonite
cement
filter sand
130
SC
SP
16in
Bentonite Seal
SC
Page 4 of 4
1
2
3
Boring Log Demo

11. Disecting the Boring Log
Clark Kent
DESCRIPTION
MB
COUNT
Drilling Fluid
odor, weak cementation, HCL,no
no odor, no reaction with gravel - fine,
CLAYEY SAND - dark brown - HUE 7.5
0.0
0.0
0.0
Logged By
BLOW
WELL
Northing
SOIL
Drilling Method Mud Rotary
cementation,
poorly graded, angular to very poorly
gravel, subangular;
6/8/2006
Installationno to fineno cementation, Type
YR 4/4, Date
gradedfine odor,
sand - gravel, angularsand, poorly
medium to subangular;
STATIC WATER - graded, medium silt.
medium plasticity,75.63'
graded, subangular toreaction withto
sand- very poorly no subrounded;
Mud
SP
SC
W
16in
HCL, coarse to fine sand, poorly
coarse, subrounded 25%, PVC
Sand 70%,
Sch. 40
Screen Type Clay/Siltto rounded. with
Sample Method Grab Sample
graded, subrounded to rounded;
Sand 60%, Gravel 40%
clay.
Clay (in)
Slot Size 100%.
0.0
80
40
973.8
973.8
TOC Elev. (ft) Sand Pack #10/20
Transition Fine
Depth to Water #60.
Sand
Bentonite Grout, Cem/Bent 15%
Backfill
CL
Hole Depth
24in
SANDY LEAN CLAY - dark brown - HUE
10 YR 5/4, low plasticity, medium
reaction with HCL, no cementation, no
DESCRIPTION
odor; sand fine to coarse, WITH
well
POORLY GRADED SANDclay. graded,
subrounded to - HUE 7.5
GRAVEL brownrounded; YR 5/4, no
Sand 40%, Clay/Silt 60%.
odor, no cementation, weak reaction
with HCL, fine gravel, very poorly
LEAN CLAY 100% - dark brown - HUE
graded4/6,no odor, no cemetation, high
gravel, angular to
7.5 YRvery poorly graded,subangular;
sandmedium
Asphalt
plasticity, medium reaction with to
coarse, subrounded to rounded. HCL.
Sand 60%, Gravel 40
BLOW
4in
The top of sand
pack # 10/20.
WELL
SOIL
151.0
8in
REMARKS
COUNT
100.0
0
566335.0
Surface Elev. (ft)
Colorado Silica 10/20
Filter Material
0.0
DEPTH (ft)
120
Borehole Dia. (in) 10.8
889801.0
REMARKS
Easting
sand
Driller
Location Ace Ticket
100.0
DEPTH (ft)
Well MW-1
CL
PID reading 0.0
PPM unless
4" Diameter SCH
Well located in
otherwise noted. 40
PVC blank casing.
traffic rated 12"
4" Diameter SCH
This with locking40
vault is a SUBUNIT
PVC Pipe withwell
A monitoring
0.020" slotted
ASPHALT
ML
90
50
10
140
100
60
20
SILT - brown HUE dark brown - HUE
SANDY LEAN- CLAY7.5 YR 3/3, dry, no
10 YR fine sand; weak HCL reaction, no
odor, 5/4, no odor, low plasticity,
cementation, nowith HCL; gravel - fine,
strong reaction plasticity, no dilatancy.
very poorly graded, angular brown Silt/Clay 90%, Sand 10%
SANDY SILT sand - GRAVEL to
subangular; WITH fine to coarse,
HUE 7.5 YR 5/4, no odor, strong
poorly graded, subangular to
reaction with clay.
HCL,no cementation
subrounded;poorly graded, angular- to
fine gravels, Sand 35%, Gravel 5
Clay 60%,
SANDY LEAN CLAY brownto HUE 7.5
subangular; sand - coarse - fine,
YR 4/6, no odor, no cementation,
poorly graded, subrounded with some
SILT - yellowish brown - HUE 7.5 YR
medium reaction with HCL, to rounded;
silt. dry, no odor,medium reaction with
4/6,
fine gravel, poorly graded, angular to
Sand 35%, Clay/Silt 50%,
HCL, weak cementation, noGravel 15
subangular; sand - medium dilatancy,
to coarse,
mixed with fine sand. to
well graded, subangular
Clay/Silt 95%,
subrounded. Sand 5%.
Clay/Silt 60% Sand 35%, Fines 5%
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 WITH SAND dark brown - HUE 7.5
SILT graded, subangular to
subrounded; clay.
YR 5/4, no plasticity, strong reaction
Clay 75%, Sand 20%, Clay 5%.
with HCL, no odor, no cementation,
gravel - fine, poorly graded, angular to
POORLY GRADED SAND WITH sand,
subangular; sand - coarse fine
GRAVELbrownsubangular to 5/4, no
YR
poorly graded, - HUE 7.5 HCL, no
odor, weak reaction with to
subrounded; silt.
cementation, fine gravel, very poorly
Clay/Silt 80%, angular to subangular;
G
graded gravel,
sand- very poorly graded, medium to
coarse, subrounded to rounded.
Sand 50%, Gravel 50%
ML
16in
CL
16in
16in
16in
8in
4in
8in
ML
SP
70
30
CLAY
LEAN 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%
POORLY GRADED SAND WITH
CLAYEY SAND brown - HUE 10 YR 5/4,
GRAVELbrown - HUE 7.5 YR 5/4, HCL,
low plasticity, weak reaction withno
April 30, 2012
Cement (+15%
Description and
identification of soil
4" Diameter SCH 40
based on the ASTM
PVC Pipe with
Method D 2488-00.
0.020" slotted
Particle hardness,
dilatancy and dry
strength were not
evaluated. Color
definitions applied
to moist samples.
Soils are
PID reading 0.0
non-cemented
PPM unless
unless noted.
PID reading 0.0
otherwise noted.
PPM unless
This is a SUBUNIT
otherwise noted.
A monitoring well
Sandis a SUBUNIT
This Pack #10/20
A monitoring well
Bentonite Grout
4" SCH 40 PVC
4" Diameter SCH 40
threaded cap
Sand Pack #10/20
PVC blank casing.
The bottom of =
TOTAL DEPTHthe
Cement pack (+15%
Bentonite Grout
Sand Pack #10/20
150
110
8in
filter sand bentonite
cement
filter sand
130
SC
SP
16in
Bentonite Seal
SC
Page 4 of 4
1
2
3
Downhole Space

12. Disecting the Boring Log
Clark Kent
DESCRIPTION
MB
COUNT
Drilling Fluid
odor, weak cementation, HCL,no
no odor, no reaction with gravel - fine,
CLAYEY SAND - dark brown - HUE 7.5
0.0
0.0
0.0
Logged By
BLOW
WELL
Northing
SOIL
Drilling Method Mud Rotary
cementation,
poorly graded, angular to very poorly
gravel, subangular;
6/8/2006
Installationno to fineno cementation, Type
YR 4/4, Date
gradedfine odor,
sand - gravel, angularsand, poorly
medium to subangular;
STATIC WATER - graded, medium silt.
medium plasticity,75.63'
graded, subangular toreaction withto
sand- very poorly no subrounded;
Mud
SP
SC
W
16in
HCL, coarse to fine sand, poorly
coarse, subrounded 25%, PVC
Sand 70%,
Sch. 40
Screen Type Clay/Siltto rounded. with
Sample Method Grab Sample
graded, subrounded to rounded;
Sand 60%, Gravel 40%
clay.
Clay (in)
Slot Size 100%.
0.0
80
40
973.8
973.8
TOC Elev. (ft) Sand Pack #10/20
Transition Fine
Depth to Water #60.
Sand
Bentonite Grout, Cem/Bent 15%
Backfill
CL
Hole Depth
24in
SANDY LEAN CLAY - dark brown - HUE
10 YR 5/4, low plasticity, medium
reaction with HCL, no cementation, no
DESCRIPTION
odor; sand fine to coarse, WITH
well
POORLY GRADED SANDclay. graded,
subrounded to - HUE 7.5
GRAVEL brownrounded; YR 5/4, no
Sand 40%, Clay/Silt 60%.
odor, no cementation, weak reaction
with HCL, fine gravel, very poorly
LEAN CLAY 100% - dark brown - HUE
graded4/6,no odor, no cemetation, high
gravel, angular to
7.5 YRvery poorly graded,subangular;
sandmedium
Asphalt
plasticity, medium reaction with to
coarse, subrounded to rounded. HCL.
Sand 60%, Gravel 40
BLOW
4in
The top of sand
pack # 10/20.
WELL
SOIL
151.0
8in
REMARKS
COUNT
100.0
0
566335.0
Surface Elev. (ft)
Colorado Silica 10/20
Filter Material
0.0
DEPTH (ft)
120
Borehole Dia. (in) 10.8
889801.0
REMARKS
Easting
sand
Driller
Location Ace Ticket
100.0
DEPTH (ft)
Well MW-1
CL
PID reading 0.0
PPM unless
4" Diameter SCH
Well located in
otherwise noted. 40
PVC blank casing.
traffic rated 12"
4" Diameter SCH
This with locking40
vault is a SUBUNIT
PVC Pipe withwell
A monitoring
0.020" slotted
ASPHALT
ML
90
50
10
140
100
60
20
SILT - brown HUE dark brown - HUE
SANDY LEAN- CLAY7.5 YR 3/3, dry, no
10 YR fine sand; weak HCL reaction, no
odor, 5/4, no odor, low plasticity,
cementation, nowith HCL; gravel - fine,
strong reaction plasticity, no dilatancy.
very poorly graded, angular brown Silt/Clay 90%, Sand 10%
SANDY SILT sand - GRAVEL to
subangular; WITH fine to coarse,
HUE 7.5 YR 5/4, no odor, strong
poorly graded, subangular to
reaction with clay.
HCL,no cementation
subrounded;poorly graded, angular- to
fine gravels, Sand 35%, Gravel 5
Clay 60%,
SANDY LEAN CLAY brownto HUE 7.5
subangular; sand - coarse - fine,
YR 4/6, no odor, no cementation,
poorly graded, subrounded with some
SILT - yellowish brown - HUE 7.5 YR
medium reaction with HCL, to rounded;
silt. dry, no odor,medium reaction with
4/6,
fine gravel, poorly graded, angular to
Sand 35%, Clay/Silt 50%,
HCL, weak cementation, noGravel 15
subangular; sand - medium dilatancy,
to coarse,
mixed with fine sand. to
well graded, subangular
Clay/Silt 95%,
subrounded. Sand 5%.
Clay/Silt 60% Sand 35%, Fines 5%
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 WITH SAND dark brown - HUE 7.5
SILT graded, subangular to
subrounded; clay.
YR 5/4, no plasticity, strong reaction
Clay 75%, Sand 20%, Clay 5%.
with HCL, no odor, no cementation,
gravel - fine, poorly graded, angular to
POORLY GRADED SAND WITH sand,
subangular; sand - coarse fine
GRAVELbrownsubangular to 5/4, no
YR
poorly graded, - HUE 7.5 HCL, no
odor, weak reaction with to
subrounded; silt.
cementation, fine gravel, very poorly
Clay/Silt 80%, angular to subangular;
G
graded gravel,
sand- very poorly graded, medium to
coarse, subrounded to rounded.
Sand 50%, Gravel 50%
ML
16in
CL
16in
16in
16in
8in
4in
8in
ML
SP
70
30
CLAY
LEAN 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%
POORLY GRADED SAND WITH
CLAYEY SAND brown - HUE 10 YR 5/4,
GRAVELbrown - HUE 7.5 YR 5/4, HCL,
low plasticity, weak reaction withno
April 30, 2012
Cement (+15%
Description and
identification of soil
4" Diameter SCH 40
based on the ASTM
PVC Pipe with
Method D 2488-00.
0.020" slotted
Particle hardness,
dilatancy and dry
strength were not
evaluated. Color
definitions applied
to moist samples.
Soils are
PID reading 0.0
non-cemented
PPM unless
unless noted.
PID reading 0.0
otherwise noted.
PPM unless
This is a SUBUNIT
otherwise noted.
A monitoring well
Sandis a SUBUNIT
This Pack #10/20
A monitoring well
Bentonite Grout
4" SCH 40 PVC
4" Diameter SCH 40
threaded cap
Sand Pack #10/20
PVC blank casing.
The bottom of =
TOTAL DEPTHthe
Cement pack (+15%
Bentonite Grout
Sand Pack #10/20
150
110
8in
filter sand bentonite
cement
filter sand
130
SC
SP
16in
Bentonite Seal
SC
Page 4 of 4
1
2
3
Footer (on every page)

13. Data Sources
Wells table fields

14. Data Sources
Wells table fields
Borings / Screen fields

15. Data Sources
Wells table fields
Borings / Screen fields
Point Values

16. Design Template Options
Vertical space for
above-ground riser
Scale – increase to
reduce # pages
Section
height
EnviroInsite Training

17. Design Template Options
Depth Units for Axis
Wells table field
containing depth to
water
EnviroInsite Training

18. Boring Logs
Hands-on Exercise