Boring Logs
EnviroInsite Training Workshop
March 2013
Examples

EnviroInsite Training
Examples

EnviroInsite Training
Well Construction table
Field

Content / Comments

Type

Well

Well id

Text

Material

Possible field values are:
• Casin...
Fill table

Field

Type

Well

Text

Material

Numeric

Top Depth

Numeric

Bottom Depth

Numeric

Diameter

Numeric

Envi...
Point Values table

Field

Type

Well

Text

Constituent

Text

Depth

Numeric

Value

Numeric

Text Value

Text

EnviroIn...
Design Template

Clark Kent
DESCRIPTION

Logged By

MB

BLOW

WELL
Northing

SOIL
Drilling Method Mud Rotary

COUNT

Drill...
Disecting the Boring Log
Clark Kent
DESCRIPTION
MB

COUNT

WELL
Northing

Mud

Drilling Fluid
0.0
0.0
0.0

Logged By

Page...
Disecting the Boring Log
Clark Kent
DESCRIPTION
MB

COUNT

Drilling Fluid

odor, weak cementation, HCL,no
no odor, no reac...
Disecting the Boring Log

Clark Kent
DESCRIPTION
MB

COUNT

Drilling Fluid

odor, weak cementation, HCL,no
no odor, no rea...
Disecting the Boring Log

Clark Kent
DESCRIPTION
MB

COUNT

Drilling Fluid

odor, weak cementation, HCL,no
no odor, no rea...
Disecting the Boring Log
Clark Kent
DESCRIPTION
MB

COUNT

Drilling Fluid

odor, weak cementation, HCL,no
no odor, no reac...
Data Sources

Wells table fields
Data Sources

Wells table fields

Borings / Screen fields
Data Sources

Wells table fields

Borings / Screen fields

Point Values
Design Template Options

Vertical space for
above-ground riser

Scale – increase to
reduce # pages

Section
height

Enviro...
Design Template Options

Depth Units for Axis

Wells table field
containing depth to
water

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Boring Logs
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EnviroInsite training workshop - Creating boring logs

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EnviroInsite training workshop - Creating boring logs

  1. 1. Boring Logs EnviroInsite Training Workshop March 2013
  2. 2. Examples EnviroInsite Training
  3. 3. Examples EnviroInsite Training
  4. 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. 5. Fill table Field Type Well Text Material Numeric Top Depth Numeric Bottom Depth Numeric Diameter Numeric EnviroInsite Training
  6. 6. Point Values table Field Type Well Text Constituent Text Depth Numeric Value Numeric Text Value Text EnviroInsite Training
  7. 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. 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. 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. 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. 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. 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. 13. Data Sources Wells table fields
  14. 14. Data Sources Wells table fields Borings / Screen fields
  15. 15. Data Sources Wells table fields Borings / Screen fields Point Values
  16. 16. Design Template Options Vertical space for above-ground riser Scale – increase to reduce # pages Section height EnviroInsite Training
  17. 17. Design Template Options Depth Units for Axis Wells table field containing depth to water EnviroInsite Training
  18. 18. Boring Logs Hands-on Exercise

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