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Nicks Borehole Logging Company Phone: Geotechnical Log - Borehole BH1 UTM : 13S Latitude : 39.757576 Longitude : -105.007078 Ground Elevation : 490.527 (m) Total Depth : 9.144 m BGL Drill Rig : Example drill rig Driller Supplier : Example supplier Logged By : NIck Read Reviewed By : Date : 18/07/2024 Job Number : Example Job Template Client : Example Client Project : Example Project Location : 1644 Platte St, Denver, CO 80202, USA Loc Comment : Drilling Method DCP graph DPSH graph Water Depth (m) Depth (ft) Soil Origin Graphic Log Classification Code Material Description Well Diagram Elevation (m) Auger Washbore HQ Coring Standing Inflow - Inflow 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Fill Natural Alluvial Natural Alluvial Rock OL CL CL SW-SC CL GP CL SC SST SLT SLT BH1 Terminated at 9.144m Fill Sandy SILT OL: low plasticity, soft, yellow and brown, fine grained sand, organic, moist to dry. Natural sandy lean clay Sandy CLAY CL: soft to medium stiff, low plasticity, brown mottled orange, medium grained sand, inorganic, moist, with rootlets. Natural Sandy CLAY CL: firm to stiff, low plasticity, yellow and brown, fine grained sand, wet to moist. Natural SAND SW-SC: very loose, yellow, fine to medium grained, trace fine sized gravel, wet to moist. Alluvial Sandy CLAY soft, brown mottled red, fine grained sand, organic, wet. Natural CLAY CL: very soft, low plasticity, dark grey, moist. Natural Sandy GRAVEL GP: loose, yellow and grey, fine sized, fine to medium grained sand, dry. Natural CLAY CL: very stiff, low plasticity, light grey, with fine sized gravel, wet. Alluvial Clayey SAND SC: loose to medium dense, brown mottled orange, medium grained sand, few gravel very moist. Rock SANDSTONE: highly to moderately weathered, medium to high strength, yellow, fine to medium grained, dry. Rock SILTSTONE: highly weathered, medium strength, brown, fine grained, lamination fabric, dry. Wet. -Concrete Cement 50mm PVC Solid -Backfill -Filter Pack 50mm PVC Slotted -Bentonite 490 489 488 487 486 485 484 483 482 481 480 only and do not necessarily indicate the presence or absence of soil or groundwater contamination. purposes only, without attempt to assess possible contamination. Any references to potential contamination are for information This report must be read in conjunction with accompanying notes and abbreviations. It has been prepared for geotechnical Page 1 of 1
Nicks Borehole Logging Company Phone: Geotechnical Log - Borehole BH1 UTM : 13S Latitude : 39.757576 Longitude : -105.007078 Ground Elevation : 490.527 (m) Total Depth : 9.144 m BGL Drill Rig : Example drill rig Driller Supplier : Example supplier Logged By : NIck Read Reviewed By : Date : 18/07/2024 Job Number : Example Job Template Client : Example Client Project : Example Project Location : 1644 Platte St, Denver, CO 80202, USA Loc Comment : Drilling Method DCP graph DPSH graph Water Depth (m) Depth (ft) Soil Origin Graphic Log Classification Code Material Description Well Diagram Elevation (m) Auger Washbore HQ Coring Standing Inflow - Inflow 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Fill Natural Alluvial Natural Alluvial Rock OL CL CL SW-SC CL GP CL SC SST SLT SLT BH1 Terminated at 9.144m Fill Sandy SILT OL: low plasticity, soft, yellow and brown, fine grained sand, organic, moist to dry. Natural sandy lean clay Sandy CLAY CL: soft to medium stiff, low plasticity, brown mottled orange, medium grained sand, inorganic, moist, with rootlets. Natural Sandy CLAY CL: firm to stiff, low plasticity, yellow and brown, fine grained sand, wet to moist. Natural SAND SW-SC: very loose, yellow, fine to medium grained, trace fine sized gravel, wet to moist. Alluvial Sandy CLAY soft, brown mottled red, fine grained sand, organic, wet. Natural CLAY CL: very soft, low plasticity, dark grey, moist. Natural Sandy GRAVEL GP: loose, yellow and grey, fine sized, fine to medium grained sand, dry. Natural CLAY CL: very stiff, low plasticity, light grey, with fine sized gravel, wet. Alluvial Clayey SAND SC: loose to medium dense, brown mottled orange, medium grained sand, few gravel very moist. Rock SANDSTONE: highly to moderately weathered, medium to high strength, yellow, fine to medium grained, dry. Rock SILTSTONE: highly weathered, medium strength, brown, fine grained, lamination fabric, dry. Wet. -Concrete Cement 50mm PVC Solid -Backfill -Filter Pack 50mm PVC Slotted -Bentonite 490 489 488 487 486 485 484 483 482 481 480 only and do not necessarily indicate the presence or absence of soil or groundwater contamination. purposes only, without attempt to assess possible contamination. Any references to potential contamination are for information This report must be read in conjunction with accompanying notes and abbreviations. It has been prepared for geotechnical Page 1 of 1
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Nicks Borehole Logging Company Phone: Geotechnical Log - Borehole BH1 UTM : 13S Latitude : 39.757576 Longitude : -105.007078 Ground Elevation : 490.527 (m) Total Depth : 9.144 m BGL Drill Rig : Example drill rig Driller Supplier : Example supplier Logged By : NIck Read Reviewed By : Date : 18/07/2024 Job Number : Example Job Template Client : Example Client Project : Example Project Location : 1644 Platte St, Denver, CO 80202, USA Loc Comment : Drilling Method DCP graph DPSH graph Water Depth (m) Depth (ft) Soil Origin Graphic Log Classification Code Material Description Well Diagram Elevation (m) Auger Washbore HQ Coring Standing Inflow - Inflow 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Fill Natural Alluvial Natural Alluvial Rock OL CL CL SW-SC CL GP CL SC SST SLT SLT BH1 Terminated at 9.144m Fill Sandy SILT OL: low plasticity, soft, yellow and brown, fine grained sand, organic, moist to dry. Natural sandy lean clay Sandy CLAY CL: soft to medium stiff, low plasticity, brown mottled orange, medium grained sand, inorganic, moist, with rootlets. Natural Sandy CLAY CL: firm to stiff, low plasticity, yellow and brown, fine grained sand, wet to moist. Natural SAND SW-SC: very loose, yellow, fine to medium grained, trace fine sized gravel, wet to moist. Alluvial Sandy CLAY soft, brown mottled red, fine grained sand, organic, wet. Natural CLAY CL: very soft, low plasticity, dark grey, moist. Natural Sandy GRAVEL GP: loose, yellow and grey, fine sized, fine to medium grained sand, dry. Natural CLAY CL: very stiff, low plasticity, light grey, with fine sized gravel, wet. Alluvial Clayey SAND SC: loose to medium dense, brown mottled orange, medium grained sand, few gravel very moist. Rock SANDSTONE: highly to moderately weathered, medium to high strength, yellow, fine to medium grained, dry. Rock SILTSTONE: highly weathered, medium strength, brown, fine grained, lamination fabric, dry. Wet. -Concrete Cement 50mm PVC Solid -Backfill -Filter Pack 50mm PVC Slotted -Bentonite 490 489 488 487 486 485 484 483 482 481 480 only and do not necessarily indicate the presence or absence of soil or groundwater contamination. purposes only, without attempt to assess possible contamination. Any references to potential contamination are for information This report must be read in conjunction with accompanying notes and abbreviations. It has been prepared for geotechnical Page 1 of 1
Nicks Borehole Logging Company Phone: Geotechnical Log - Borehole BH1 UTM : 13S Latitude : 39.757576 Longitude : -105.007078 Ground Elevation : 490.527 (m) Total Depth : 9.144 m BGL Drill Rig : Example drill rig Driller Supplier : Example supplier Logged By : NIck Read Reviewed By : Date : 18/07/2024 Job Number : Example Job Template Client : Example Client Project : Example Project Location : 1644 Platte St, Denver, CO 80202, USA Loc Comment : Drilling Method DCP graph DPSH graph Water Depth (m) Depth (ft) Soil Origin Graphic Log Classification Code Material Description Well Diagram Elevation (m) Auger Washbore HQ Coring Standing Inflow - Inflow 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Fill Natural Alluvial Natural Alluvial Rock OL CL CL SW-SC CL GP CL SC SST SLT SLT BH1 Terminated at 9.144m Fill Sandy SILT OL: low plasticity, soft, yellow and brown, fine grained sand, organic, moist to dry. Natural sandy lean clay Sandy CLAY CL: soft to medium stiff, low plasticity, brown mottled orange, medium grained sand, inorganic, moist, with rootlets. Natural Sandy CLAY CL: firm to stiff, low plasticity, yellow and brown, fine grained sand, wet to moist. Natural SAND SW-SC: very loose, yellow, fine to medium grained, trace fine sized gravel, wet to moist. Alluvial Sandy CLAY soft, brown mottled red, fine grained sand, organic, wet. Natural CLAY CL: very soft, low plasticity, dark grey, moist. Natural Sandy GRAVEL GP: loose, yellow and grey, fine sized, fine to medium grained sand, dry. Natural CLAY CL: very stiff, low plasticity, light grey, with fine sized gravel, wet. Alluvial Clayey SAND SC: loose to medium dense, brown mottled orange, medium grained sand, few gravel very moist. Rock SANDSTONE: highly to moderately weathered, medium to high strength, yellow, fine to medium grained, dry. Rock SILTSTONE: highly weathered, medium strength, brown, fine grained, lamination fabric, dry. Wet. -Concrete Cement 50mm PVC Solid -Backfill -Filter Pack 50mm PVC Slotted -Bentonite 490 489 488 487 486 485 484 483 482 481 480 only and do not necessarily indicate the presence or absence of soil or groundwater contamination. purposes only, without attempt to assess possible contamination. Any references to potential contamination are for information This report must be read in conjunction with accompanying notes and abbreviations. It has been prepared for geotechnical Page 1 of 1
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