VOLUME III GEOLOGY, HYDROGEOLOGY & GEOTECHNICAL REPORT CAPITAL REGION RESOURCE RECOVERY CENTRE
|
|
|
- Eugene Phillips
- 5 years ago
- Views:
Transcription
1 VOLUME III GEOLOGY, HYDROGEOLOGY & GEOTECHNICAL REPT CAPITAL REGION RESOURCE RECOVERY CENTRE APPENDIX A Borehole Records December Report No. //vol III
2 LIST OF ABBREVIATIONS The abbreviations coonly employed on Records of Boreholes, on figures, and in the text of the report are as follows: I. SAMPLE III. SOIL AS Auger sample (a) Cohesionless Soils BS Block sample CS Chunk sample Density Index N or DP Seamless openended, driven or pushed tube samplers (Relative Density) Blows/ DS Denison type sample Or Blows/ft. FS Foil sample Very loose to RC Rock core Loose to SC Soil core Compact to SS Split spoon sampler Dense to ST Slotted tube Very dense over TO Thinwalled, open TP Thinwalled, piston (b) Cohesive Soils S ash sample C u or S u DT Dual tube sample Consistency DD Diamond drilling kpa Psf Very soft to to II. PENETRATION RESISTANCE Soft to to Firm to to, Standard Penetration Resistance (SPT), N: Stiff to, to, Very stiff to, to, The number of blows by a. kg. ( lb.) haer dropped Hard Over Over, ( in.) required to drive a ( in.) split spoon sampler for a distance of ( in.). IV. SOIL TESTS Dynamic Cone Penetration Resistance (DCPT); N d : w ater content w p or PL Plastic limited The number of blows by a. kg ( lb.) haer dropped w or LL Liquid limit ( in.) to drive an uncased ( in.) diameter, C Consolidaiton (oedometer) test cone attached to A size drill rods for a distance of CHEM Chemical analysis (refer to text) ( in.). CID Consolidated isotropically drained triaxial test CIU Consolidated isotropically undrained triaxial test PH: Sampler advanced by hydraulic pressure with porewater pressure measurement PM: Sampler advanced by manual pressure D R Relative density H: Sampler advanced by static weight of haer DS Direct shear test R: Sampler advanced by weight of sampler and rod Gs Specific gravity M Sieve analysis for particle size Cone Penetration Test (CPT): MH Combined sieve and hydrometer (H) analysis MPC Modified Proctor compaction test An electronic cone penetrometer with a conical tip and a SPC Standard Proctor compaction test projected end area of cm pushed through ground at a OC Organic content test penetration rate of cm/s. Measurements of tip resistance (q t ), SO Concentration of watersoluble sulphates porewater pressure (u) and friction along a sleeve are recorded UC Unconfined compression test electronically at penetration intervals. UU Unconsolidated undrained triaxial test V Field vane test (LVlaboratory vane test) Unit weight Note: Tests which are anisotropically consolidated prior shear are shown as CAD, CAU. Revision Golder Associates
3 LIST OF SYMBOLS Unless otherwise stated, the symbols employed in the report are as follows: I. GENERAL (a) Index Properties (continued). w water content ln x natural logarithm of x w or LL liquid limit log x or log x logarithm of x to base w p or PL plastic limit g acceleration due to gravity I p or PI plasticity Index = (w w p ) t time w s shrinkage limit FOS factor of safety I L liquidity index = (w w p ) / I p V volume I c consistency index = (w w) / I p weight e max void ratio in loosest state e min void ratio in densest state II. STRESS AND STRAIN I D density index = (e max e) / (e max e min ) (formerly relative density) shear strain change in, e.g. in stress: ' (b) Hydraulic Properties linear strain v volumetric strain h hydraulic head or potential coefficient of viscosity q rate of flow Poisson s ratio v velocity of flow total stress i hydraulic gradient ' effective stress ( ' = u) k hydraulic conductivity (coefficient of permeability) ' vo initial vertical effective overburden stress j seepage force per unit volume principal stresses (major, intermediate, minor) oct mean stress or octahedral stress (c) Consolidation (onedimensional) = ( + + ) / shear stress C c compression index (normally consolidated range) u porewater pressure C r recompression index (overconsolidated range) E modulus of deformation C s swelling index G shear modulus of deformation C α coefficient of secondary consolidation K bulk modulus of compressibility m v coefficient of volume change c v coefficient of consolidation (vertical direction) III. SOIL PROPERTIES T v time factor (vertical direction) U degree of consolidation (a) Index Properties ' p preconsolidation stress OCR overconsolidation ratio = ' p / ' vo ( ) bulk density (bulk unit weight)* d ( d ) dry density (dry unit weight) (d) Shear Strength w ( w ) density (unit weight) of water s ( s ) density (unit weight) of solid particles p or r peak and residual shear strength ' unit weight of submerged soil ( ' = w ) ' effective angle of internal friction D R relative density (specific gravity) of angle of interface friction solid particles (D R = s / w ) formerly (G s ) coefficient of friction = tan e void ratio c' effective cohesion n porosity c u or s u undrained shear strength ( = analysis) S degree of saturation p mean total stress ( + ) / p' mean effective stress ( ' + ' ) / * Density symbol is. Unit weight symbol is where = g (i.e. mass density multiplied by acceleration due to gravity) q ( ) / or ( ' ' ) / q u compressive strength ( ) S t sensitivity Notes: = c' + ' tan ' shear strength = (compressive strength) / Revision Golder Associates
4 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: SAMPLER HAMMER, kg; DROP, RECD OF BEHOLE: BING DATE: November, SHEET OF PENETRATION TEST HAMMER, kg; DROP, Power Auger BING METHOD Diam. (Hollow Stem) GROUND SURFACE TOPSOIL Very loose brown SILTY SAND to SAND, some silt and clay Stiff red brown SILTY CLAY, with sand seams (eathered Crust) Grey brown SAND, some silt, trace clay Stiff red brown SILTY CLAY, with sand seams (eathered Crust) Soft grey to red grey SILTY CLAY Grey CLAYEY SILT, some sand Soft grey to red grey CLAY to SILTY CLAY, with silt seams RESISTANCE, Q U l MH Grey silt layer from. m to. m Grey SANDY SILT, with black staining Grey SILT, some clay Soft to firm red grey CLAY to SILTY CLAY, with black staining and sandy silt and sand seams Grey sandy silt layer from. m to. m.... Grey silt layer from. m to. m Electric Nilcon Grey clayey silt layer from. m to. m CRRRCSOIL.GPJ GALMIS.GDT // JM : Stiff grey and red CLAY to SILTY CLAY, with black staining CONTINUED NEXT PAGE.. > DG
5 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: SAMPLER HAMMER, kg; DROP, RECD OF BEHOLE: BING DATE: November, SHEET OF PENETRATION TEST HAMMER, kg; DROP, BING METHOD RESISTANCE, Q U l CONTINUED FROM PREVIOUS PAGE Stiff grey and red CLAY to SILTY CLAY, with black staining > Electric Nilcon > Stiff to very stiff grey CLAY to SILTY CLAY, with black staining.. CRRRCSOIL.GPJ GALMIS.GDT // JM : End of Borehole Note:. Soil stratigraphy inferred from various soil sampling methods and CPT.. Vane pushed to m depth. Rod friction too high to carry out test... DG
6 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: SAMPLER HAMMER, kg; DROP, RECD OF BEHOLE: BING DATE: November, SHEET OF PENETRATION TEST HAMMER, kg; DROP, BING METHOD GROUND SURFACE TOPSOIL Very loose brown SILTY SAND to SAND, some silt and clay Stiff red brown SILTY CLAY, with sand seams (eathered Crust) Grey brown SAND, some silt, trace clay Stiff red brown SILTY CLAY, with sand seams (eathered Crust) Soft grey to red grey SILTY CLAY Grey CLAYEY SILT, some sand Soft grey to red grey CLAY to SILTY CLAY, with silt seams TP PH RESISTANCE, Q U l Protective Casing Grey silt layer from. m to. m Grey SANDY SILT, with black staining Grey SILT, some clay Soft to firm red grey CLAY to SILTY CLAY, with black staining and sandy silt and sand seams Grey sandy silt layer from. m to. m.... TP PH ash Boring H Casing Grey silt layer from. m to. m Diam. PVC Casing BentoniteCement Grout Grey clayey silt layer from. m to. m TP PH CRRRCSOIL.GPJ GALMIS.GDT // JM : Stiff grey and red CLAY to SILTY CLAY, with black staining CONTINUED NEXT PAGE.. TP PH DG
7 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: SAMPLER HAMMER, kg; DROP, RECD OF BEHOLE: BING DATE: November, SHEET OF PENETRATION TEST HAMMER, kg; DROP, BING METHOD RESISTANCE, Q U l CONTINUED FROM PREVIOUS PAGE Stiff grey and red CLAY to SILTY CLAY, with black staining TP PH TP PH ash Boring H Casing Stiff to very stiff grey CLAY to SILTY CLAY, with black staining.. Diam. PVC Casing BentoniteCement Grout H R R CRRRCSOIL.GPJ GALMIS.GDT // JM : CONTINUED NEXT PAGE R R R R R DG
8 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: SAMPLER HAMMER, kg; DROP, RECD OF BEHOLE: BING DATE: November, SHEET OF PENETRATION TEST HAMMER, kg; DROP, BING METHOD RESISTANCE, Q U l CONTINUED FROM PREVIOUS PAGE Stiff to very stiff grey CLAY to SILTY CLAY, with black staining R R R R R R R ash Boring H Casing Dense to very dense grey SILTY SAND, some gravel, trace clay, with cobbles and boulders (GLACIAL TILL).. R HQ RC > DD MH Diam. PVC Casing BentoniteCement Grout > CRRRCSOIL.GPJ GALMIS.GDT // JM : Borehole continued on RECD OF DRILLHOLE Note:. Soil stratigraphy inferred from various soil sampling methods and CPT.. Different stratigraphy relative to borehole.. DG
9 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF DRILLHOLE: DRILLING DATE: November, DRILL RIG: CME DRILLING CONTRACT: Marathon Drilling SHEET OF DRILLING RECD SYMBOLIC LOG RUN No. FLUSH RETURN JN Joint FLT Fault SH Shear VN Vein CJ Conjugate RECOVERY TOTAL CE % SOLID CE % R.Q.D. % BD Bedding FO Foliation CO Contact Orthogonal CL Clean FRACT. INDEX DIP w.r.t. PER CE.m AXIS PL Planar CU Curved UN Undulating ST Stepped IR Irregular DISCONTINUITY DATA AND SURFACE PO Polished BR Broken Rock K Slickensided NOTE: For additional SM Smooth abbreviations refer to list RO Rough of abbreviations & MB Mechanical Break symbols. Jcon Jr HYDRAULIC CONDUCTIVITY K, cm/sec Ja EATH ERING INDEX NOTES BEDROCK SURFACE CARLSBAD FMATION,. m to. m Fresh, very thinly to thinly interbedded sequence of dark grey to black slake susceptible SHALE, CALCAREOUS SHALE, SHALEY LIMESTONE and LIMESTONE with occasional bioclastic limestone beds..... JN,, JN,, JN,, Rotary Drill HQ Core Diam. PVC Casing BentoniteCement Grout... JN,,... JN,,.. JN,, CRRRCROCK.GPJ GALMISS.GDT // JM : CONTINUED NEXT PAGE VN,, JN,, JN,, JN,, DG
10 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF DRILLHOLE: DRILLING DATE: November, DRILL RIG: CME DRILLING CONTRACT: Marathon Drilling SHEET OF DRILLING RECD SYMBOLIC LOG RUN No. FLUSH RETURN JN Joint FLT Fault SH Shear VN Vein CJ Conjugate RECOVERY TOTAL CE % SOLID CE % R.Q.D. % BD Bedding FO Foliation CO Contact Orthogonal CL Clean FRACT. INDEX DIP w.r.t. PER CE.m AXIS PL Planar CU Curved UN Undulating ST Stepped IR Irregular DISCONTINUITY DATA AND SURFACE PO Polished BR Broken Rock K Slickensided NOTE: For additional SM Smooth abbreviations refer to list RO Rough of abbreviations & MB Mechanical Break symbols. Jcon Jr HYDRAULIC CONDUCTIVITY K, cm/sec Ja EATH ERING INDEX NOTES CONTINUED FROM PREVIOUS PAGE CARLSBAD FMATION,. m to. m Fresh, very thinly to thinly interbedded sequence of dark grey to black slake susceptible SHALE, CALCAREOUS SHALE, SHALEY LIMESTONE and LIMESTONE with occasional bioclastic limestone beds..... JN,,..... JN,, Rotary Drill HQ Core..... Diam. PVC Casing BentoniteCement Grout JN,,.. CRRRCROCK.GPJ GALMISS.GDT // JM : CONTINUED NEXT PAGE DG
11 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF DRILLHOLE: DRILLING DATE: November, DRILL RIG: CME DRILLING CONTRACT: Marathon Drilling SHEET OF DRILLING RECD SYMBOLIC LOG RUN No. FLUSH RETURN JN Joint FLT Fault SH Shear VN Vein CJ Conjugate RECOVERY TOTAL CE % SOLID CE % R.Q.D. % BD Bedding FO Foliation CO Contact Orthogonal CL Clean FRACT. INDEX DIP w.r.t. PER CE.m AXIS PL Planar CU Curved UN Undulating ST Stepped IR Irregular DISCONTINUITY DATA AND SURFACE PO Polished BR Broken Rock K Slickensided NOTE: For additional SM Smooth abbreviations refer to list RO Rough of abbreviations & MB Mechanical Break symbols. Jcon Jr HYDRAULIC CONDUCTIVITY K, cm/sec Ja EATH ERING INDEX NOTES CONTINUED FROM PREVIOUS PAGE CARLSBAD FMATION,. m to. m Fresh, very thinly to thinly interbedded sequence of dark grey to black slake susceptible SHALE, CALCAREOUS SHALE, SHALEY LIMESTONE and LIMESTONE with occasional bioclastic limestone beds Rotary Drill HQ Core Diam. PVC Casing BentoniteCement Grout JN,,.. VN,, CRRRCROCK.GPJ GALMISS.GDT // JM : End of Drillhole JN,, JN,, DG
12 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: November, SHEET OF BING METHOD GROUND SURFACE TOPSOIL Very loose brown SILTY SAND to SAND, some silt and clay Stiff red brown SILTY CLAY, with sand seams (eathered Crust) Grey brown SAND, some silt, trace clay Stiff red brown SILTY CLAY, with sand seams (eathered Crust) Soft grey to red grey SILTY CLAY Grey CLAYEY SILT, some sand Soft grey to red grey CLAY to SILTY CLAY, with silt seams RESISTANCE, Q U l Protective Casing MON. ELL Grey silt layer from. m to. m Grey SANDY SILT, with black staining Grey SILT, some clay Soft to firm red grey CLAY to SILTY CLAY, with black staining and sandy silt and sand seams Grey sandy silt layer from. m to. m.... Rotary Drill HQ Core Grey silt layer from. m to. m BentoniteCement Grout Grey clayey silt layer from. m to. m CRRRCSOIL.GPJ GALMIS.GDT // JM : Stiff grey and red CLAY to SILTY CLAY, with black staining CONTINUED NEXT PAGE.. DG
13 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: November, SHEET OF BING METHOD CONTINUED FROM PREVIOUS PAGE Stiff grey and red CLAY to SILTY CLAY, with black staining RESISTANCE, Q U l MON. ELL Rotary Drill HQ Core Stiff to very stiff grey CLAY to SILTY CLAY, with black staining.. BentoniteCement Grout CRRRCSOIL.GPJ GALMIS.GDT // JM : CONTINUED NEXT PAGE DG
14 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: November, SHEET OF BING METHOD CONTINUED FROM PREVIOUS PAGE Stiff to very stiff grey CLAY to SILTY CLAY, with black staining RESISTANCE, Q U l MON. ELL Rotary Drill HQ Core BentoniteCement Grout Dense to very dense grey SILTY SAND, some gravel, trace clay, with cobbles and boulders (GLACIAL TILL).. Borehole continued on RECD OF DRILLHOLE. Note:. Soil stratigraphy inferred from various soil sampling methods and CPT.. Different stratigraphy relative to borehole.. CRRRCSOIL.GPJ GALMIS.GDT // JM : DG
15 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF DRILLHOLE: DRILLING DATE: November, DRILL RIG: CME DRILLING CONTRACT: Marathon Drilling SHEET OF DRILLING RECD SYMBOLIC LOG RUN No. FLUSH RETURN JN Joint FLT Fault SH Shear VN Vein CJ Conjugate RECOVERY TOTAL CE % SOLID CE % R.Q.D. % BD Bedding FO Foliation CO Contact Orthogonal CL Clean FRACT. INDEX DIP w.r.t. PER CE.m AXIS PL Planar CU Curved UN Undulating ST Stepped IR Irregular DISCONTINUITY DATA AND SURFACE PO Polished BR Broken Rock K Slickensided NOTE: For additional SM Smooth abbreviations refer to list RO Rough of abbreviations & MB Mechanical Break symbols. Jcon Jr HYDRAULIC CONDUCTIVITY K, cm/sec Ja EATH ERING INDEX NOTES BEDROCK SURFACE CARLSBAD FMATION,. m to. m Fresh, very thinly to thinly interbedded sequence of dark grey to black slake susceptible SHALE, CALCAREOUS SHALE, SHALEY LIMESTONE and LIMESTONE with occasional bioclastic limestone beds.... JN,, Peltonite Seal MON. ELL.... JN,, JN,,.. Rotary Drill HQ Core.. JN,, JN,, Diam. PVC # Slot Screen JN,, CRRRCROCK.GPJ GALMISS.GDT // JM : CONTINUED NEXT PAGE JN,, JN,, JN,, JN,, DG
16 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF DRILLHOLE: DRILLING DATE: November, DRILL RIG: CME DRILLING CONTRACT: Marathon Drilling SHEET OF DRILLING RECD SYMBOLIC LOG RUN No. FLUSH RETURN JN Joint FLT Fault SH Shear VN Vein CJ Conjugate RECOVERY TOTAL CE % SOLID CE % R.Q.D. % BD Bedding FO Foliation CO Contact Orthogonal CL Clean FRACT. INDEX DIP w.r.t. PER CE.m AXIS PL Planar CU Curved UN Undulating ST Stepped IR Irregular DISCONTINUITY DATA AND SURFACE PO Polished BR Broken Rock K Slickensided NOTE: For additional SM Smooth abbreviations refer to list RO Rough of abbreviations & MB Mechanical Break symbols. Jcon Jr HYDRAULIC CONDUCTIVITY K, cm/sec Ja EATH ERING INDEX NOTES CONTINUED FROM PREVIOUS PAGE CARLSBAD FMATION,. m to. m Fresh, very thinly to thinly interbedded sequence of dark grey to black slake susceptible SHALE, CALCAREOUS SHALE, SHALEY LIMESTONE and LIMESTONE with occasional bioclastic limestone beds. MON. ELL.... JN,,.... Rotary Drill HQ Core.. Diam. PVC # Slot Screen JN,,.. CRRRCROCK.GPJ GALMISS.GDT // JM : CONTINUED NEXT PAGE JN,, DG
17 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF DRILLHOLE: DRILLING DATE: November, DRILL RIG: CME DRILLING CONTRACT: Marathon Drilling SHEET OF DRILLING RECD SYMBOLIC LOG RUN No. FLUSH RETURN JN Joint FLT Fault SH Shear VN Vein CJ Conjugate RECOVERY TOTAL CE % SOLID CE % R.Q.D. % CONTINUED FROM PREVIOUS PAGE CARLSBAD FMATION,. m to. m Fresh, very thinly to thinly interbedded sequence of dark grey to black slake susceptible SHALE, CALCAREOUS SHALE, SHALEY LIMESTONE and LIMESTONE with occasional bioclastic limestone beds JN,, Diam. PVC # Slot Screen Rotary Drill HQ Core BD Bedding FO Foliation CO Contact Orthogonal CL Clean FRACT. INDEX DIP w.r.t. PER CE.m AXIS PL Planar CU Curved UN Undulating ST Stepped IR Irregular DISCONTINUITY DATA AND SURFACE PO Polished BR Broken Rock K Slickensided NOTE: For additional SM Smooth abbreviations refer to list RO Rough of abbreviations & MB Mechanical Break symbols. Jcon Jr HYDRAULIC CONDUCTIVITY K, cm/sec Ja EATH ERING INDEX NOTES MON. ELL JN,, JN,,.. CRRRCROCK.GPJ GALMISS.GDT // JM : End of Drillhole.... DG
18 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: November, SHEET OF BING METHOD GROUND SURFACE TOPSOIL Very loose brown SILTY SAND to SAND, some silt and clay Stiff red brown SILTY CLAY, with sand seams (eathered Crust) Grey brown SAND, some silt, trace clay Stiff red brown SILTY CLAY, with sand seams (eathered Crust) Soft grey to red grey SILTY CLAY Grey CLAYEY SILT, some sand Soft grey to red grey CLAY to SILTY CLAY, with silt seams RESISTANCE, Q U l Protective Casing Bentonite Seal 'B' 'A' Grey silt layer from. m to. m Grey SANDY SILT, with black staining Grey SILT, some clay Soft to firm red grey CLAY to SILTY CLAY, with black staining and sandy silt and sand seams Grey sandy silt layer from. m to. m.... ash Boring H Casing Grey silt layer from. m to. m BentoniteCement Grout Grey clayey silt layer from. m to. m CRRRCSOIL.GPJ GALMIS.GDT // JM : Stiff grey and red CLAY to SILTY CLAY, with black staining CONTINUED NEXT PAGE.. DG
19 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: November, SHEET OF BING METHOD CONTINUED FROM PREVIOUS PAGE Stiff grey and red CLAY to SILTY CLAY, with black staining RESISTANCE, Q U l 'B' 'A' BentoniteCement Grout ash Boring H Casing Stiff to very stiff grey CLAY to SILTY CLAY, with black staining.. Peltonite CRRRCSOIL.GPJ GALMIS.GDT // JM : CONTINUED NEXT PAGE Diam. PVC # Slot Screen 'B' DG
20 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: November, SHEET OF BING METHOD CONTINUED FROM PREVIOUS PAGE Stiff to very stiff grey CLAY to SILTY CLAY, with black staining RESISTANCE, Q U l 'B' 'A' Bentonite Seal ash Boring H Casing Peltonite Dense to very dense grey SILTY SAND, some gravel, trace clay, with cobbles and boulders (GLACIAL TILL).. Diam. PVC # Slot Screen 'A' End of Borehole.. Peltonite Note:. Soil stratigraphy inferred from various soil sampling methods and CPT.. Different stratigraphy relative to borehole. CRRRCSOIL.GPJ GALMIS.GDT // JM : DG
21 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: November, SHEET OF BING METHOD GROUND SURFACE TOPSOIL Very loose brown SILTY SAND to SAND, some silt and clay Stiff red brown SILTY CLAY, with sand seams (eathered Crust) Grey brown SAND, some silt, trace clay Stiff red brown SILTY CLAY, with sand seams (eathered Crust) Soft grey to red grey SILTY CLAY Grey CLAYEY SILT, some sand Soft grey to red grey CLAY to SILTY CLAY, with silt seams RESISTANCE, Q U l Protective Casing Bentonite Seal 'B' 'A' Grey silt layer from. m to. m Grey SANDY SILT, with black staining Grey SILT, some clay Soft to firm red grey CLAY to SILTY CLAY, with black staining and sandy silt and sand seams Grey sandy silt layer from. m to. m.... Diam. PVC # Slot Screen 'B' Power Auger Diam. (Hollow Stem) Grey silt layer from. m to. m Grey clayey silt layer from. m to. m Bentonite Seal CRRRCSOIL.GPJ GALMIS.GDT // JM : Stiff grey and red CLAY to SILTY CLAY, with black staining CONTINUED NEXT PAGE.. Diam. PVC # Slot Screen 'A' DG
22 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: November, SHEET OF BING METHOD End of Borehole CONTINUED FROM PREVIOUS PAGE.. RESISTANCE, Q U l 'B' 'A' Note: Soil stratigraphy inferred from various soil sampling methods and CPT. CRRRCSOIL.GPJ GALMIS.GDT // JM : DG
23 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: November, SHEET OF Power Auger BING METHOD Diam. (HS) GROUND SURFACE TOPSOIL Very loose brown SILTY SAND to SAND, some silt and clay Stiff red brown SILTY CLAY, with sand seams (eathered Crust) Grey brown SAND, some silt, trace clay Stiff red brown SILTY CLAY, with sand seams (eathered Crust) Soft grey to red grey SILTY CLAY End of Borehole RESISTANCE, Q U l Protective Casing Bentonite Seal Diam. PVC # Slot Screen MON. ELL Note: Soil stratigraphy inferred from various soil sampling methods and CPT. CRRRCSOIL.GPJ GALMIS.GDT // JM : DG
24 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: April, SHEET OF BING METHOD GROUND SURFACE TOPSOIL Very loose brown SILTY SAND to SAND, some silt and clay Stiff red brown SILTY CLAY, with sand seams (eathered Crust) Grey brown SAND, some silt, trace clay Stiff red brown SILTY CLAY, with sand seams (eathered Crust) Soft grey to red grey SILTY CLAY Grey CLAYEY SILT, some sand Soft grey to red grey CLAY to SILTY CLAY, with silt seams RESISTANCE, Q U l MH Grey silt layer from. m to. m Grey SANDY SILT, with black staining Grey SILT, some clay Soft to firm red grey CLAY to SILTY CLAY, with black staining and sandy silt and sand seams Grey sandy silt layer from. m to. m.... MH Geoprobe Diam. (Driveable Casing) Grey silt layer from. m to. m Grey clayey silt layer from. m to. m CRRRCSOIL.GPJ GALMIS.GDT // JM : Stiff grey and red CLAY to SILTY CLAY, with black staining CONTINUED NEXT PAGE.. DG
25 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: April, SHEET OF BING METHOD RESISTANCE, Q U l CONTINUED FROM PREVIOUS PAGE Stiff grey and red CLAY to SILTY CLAY, with black staining Geoprobe Diam. (Driveable Casing) Stiff to very stiff grey CLAY to SILTY CLAY, with black staining.. CRRRCSOIL.GPJ GALMIS.GDT // JM : CONTINUED NEXT PAGE DG
26 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: April, SHEET OF BING METHOD RESISTANCE, Q U l CONTINUED FROM PREVIOUS PAGE Stiff to very stiff grey CLAY to SILTY CLAY, with black staining Geoprobe Diam. (Driveable Casing) Grey SANDY SILT, trace clay.. Grey SILTY CLAY Grey SILTY SAND, some gravel, trace clay (GLACIAL TILL) End of Borehole Note:. Soil stratigraphy inferred from various soil sampling methods and CPT.. Different stratigraphy relative to borehole.... CRRRCSOIL.GPJ GALMIS.GDT // JM : DG
27 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: SAMPLER HAMMER, kg; DROP, RECD OF BEHOLE: BING DATE: December, SHEET OF PENETRATION TEST HAMMER, kg; DROP, Power Auger BING METHOD Diam. (Hollow Stem) GROUND SURFACE TOPSOIL/PEAT Very loose to loose grey brown SILTY SAND Red brown SILTY CLAY, with sand seams (eathered Crust) CLAY to SILTY CLAY H RESISTANCE, Q U l Grey brown SANDY SILT, trace to some clay Firm red grey SILTY CLAY, with sand seams Sand layer from. m to. m Grey SAND, some silt, trace clay, with black staining Soft to firm red grey CLAY to SILTY CLAY, with silt seams Grey silt layer from. m to. m Electric Nilcon Silt layer from. m to. m Silt layer from. m to. m SILTY SAND, trace clay, with black staining Grey CLAYEY SILT Soft to firm red grey to grey CLAY to SILTY CLAY, with black staining and silt seams.... CRRRCSOIL.GPJ GALMIS.GDT // JM : CONTINUED NEXT PAGE DG
28 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: SAMPLER HAMMER, kg; DROP, RECD OF BEHOLE: BING DATE: December, SHEET OF PENETRATION TEST HAMMER, kg; DROP, BING METHOD RESISTANCE, Q U l CONTINUED FROM PREVIOUS PAGE Soft to firm red grey to grey CLAY to SILTY CLAY, with black staining and silt seams Firm to stiff grey CLAY to SILTY CLAY, with black staining.. Electric Nilcon > Very stiff dark grey CLAY to SILTY CLAY, with black staining.. CRRRCSOIL.GPJ GALMIS.GDT // JM : End of Borehole Note:. Soil stratigraphy inferred from various soil sampling methods and CPT.. Vane pushed to. m depth... DG
29 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: SAMPLER HAMMER, kg; DROP, RECD OF BEHOLE: BING DATE: January, SHEET OF PENETRATION TEST HAMMER, kg; DROP, BING METHOD GROUND SURFACE TOPSOIL/PEAT Very loose to loose grey brown SILTY SAND... RESISTANCE, Q U l Protective Casing MON. ELL Red brown SILTY CLAY, with sand seams (eathered Crust) CLAY to SILTY CLAY... Grey brown SANDY SILT, trace to some clay Firm red grey SILTY CLAY, with sand seams Sand layer from. m to. m Grey SAND, some silt, trace clay, with black staining Soft to firm red grey CLAY to SILTY CLAY, with silt seams Grey silt layer from. m to. m TP PH ash Boring H Casing Silt layer from. m to. m Silt layer from. m to. m SILTY SAND, trace clay, with black staining Grey CLAYEY SILT Soft to firm red grey to grey CLAY to SILTY CLAY, with black staining and silt seams.... BentoniteCement Grout TP PH TP PH CRRRCSOIL.GPJ GALMIS.GDT // JM : CONTINUED NEXT PAGE TP PH DG
30 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: SAMPLER HAMMER, kg; DROP, RECD OF BEHOLE: BING DATE: January, SHEET OF PENETRATION TEST HAMMER, kg; DROP, BING METHOD CONTINUED FROM PREVIOUS PAGE Soft to firm red grey to grey CLAY to SILTY CLAY, with black staining and silt seams RESISTANCE, Q U l MON. ELL Firm to stiff grey CLAY to SILTY CLAY, with black staining.. TP PH ash Boring H Casing BentoniteCement Grout TP PH Very stiff dark grey CLAY to SILTY CLAY, with black staining.. CRRRCSOIL.GPJ GALMIS.GDT // JM : CONTINUED NEXT PAGE DG
31 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: SAMPLER HAMMER, kg; DROP, RECD OF BEHOLE: BING DATE: January, SHEET OF PENETRATION TEST HAMMER, kg; DROP, BING METHOD CONTINUED FROM PREVIOUS PAGE Very stiff dark grey CLAY to SILTY CLAY, with black staining RESISTANCE, Q U l MON. ELL TP PH ash Boring H Casing Grey brown SILTY SAND Grey SANDY SILT Dark grey and brown SILTY CLAY Compact to very dense grey SAND and SILT, some gravel, trace clay (GLACIAL TILL) BentoniteCement Grout Borehole continued on RECD OF DRILLHOLE. Peltonite Note: Soil stratigraphy inferred from various soil sampling methods and CPT. CRRRCSOIL.GPJ GALMIS.GDT // JM : DG
32 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF DRILLHOLE: DRILLING DATE: January, DRILL RIG: CME DRILLING CONTRACT: Marathon Drilling SHEET OF DRILLING RECD SYMBOLIC LOG RUN No. FLUSH RETURN JN Joint FLT Fault SH Shear VN Vein CJ Conjugate RECOVERY TOTAL CE % SOLID CE % R.Q.D. % BD Bedding FO Foliation CO Contact Orthogonal CL Clean FRACT. INDEX DIP w.r.t. PER CE.m AXIS PL Planar CU Curved UN Undulating ST Stepped IR Irregular DISCONTINUITY DATA AND SURFACE PO Polished BR Broken Rock K Slickensided NOTE: For additional SM Smooth abbreviations refer to list RO Rough of abbreviations & MB Mechanical Break symbols. Jcon Jr HYDRAULIC CONDUCTIVITY K, cm/sec Ja EATH ERING INDEX NOTES BEDROCK SURFACE CARLSBAD FMATION,. m to. m Fresh, medium grey, fine to medium grained crystalline, nonporous, thinly to medium bedded LIMESTONE with fine argillaceous partings, occasional bioclastic and lithoclastic beds and black slake susceptible shale partings.. cm thick. Shale and calcareous shale comprises approximately % of section..... JN,, BD,, BD,, Peltonite MON. ELL BD,,... BD,,. BD,,. BD,, Rotary Drill HQ Core JN,, BD,, Diam. PVC # Slot Screen CRRRCROCK.GPJ GALMISS.GDT // JM : CONTINUED NEXT PAGE.. JN,, BD,, BD,, DG
33 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF DRILLHOLE: DRILLING DATE: January, DRILL RIG: CME DRILLING CONTRACT: Marathon Drilling SHEET OF DRILLING RECD SYMBOLIC LOG RUN No. FLUSH RETURN JN Joint FLT Fault SH Shear VN Vein CJ Conjugate RECOVERY TOTAL CE % SOLID CE % R.Q.D. % BD Bedding FO Foliation CO Contact Orthogonal CL Clean FRACT. INDEX DIP w.r.t. PER CE.m AXIS PL Planar CU Curved UN Undulating ST Stepped IR Irregular DISCONTINUITY DATA AND SURFACE PO Polished BR Broken Rock K Slickensided NOTE: For additional SM Smooth abbreviations refer to list RO Rough of abbreviations & MB Mechanical Break symbols. Jcon Jr HYDRAULIC CONDUCTIVITY K, cm/sec Ja EATH ERING INDEX NOTES CONTINUED FROM PREVIOUS PAGE CARLSBAD FMATION,. m to. m Fresh, medium grey, fine to medium grained crystalline, nonporous, thinly to medium bedded LIMESTONE with fine argillaceous partings, occasional bioclastic and lithoclastic beds and black slake susceptible shale partings.. cm thick. Shale and calcareous shale comprises approximately % of section..... BD,, JN,, MON. ELL.. JN,, Rotary Drill HQ Core.. BD,, Diam. PVC # Slot Screen CRRRCROCK.GPJ GALMISS.GDT // JM : CONTINUED NEXT PAGE JN,, BD,, JN,, DG
34 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF DRILLHOLE: DRILLING DATE: January, DRILL RIG: CME DRILLING CONTRACT: Marathon Drilling SHEET OF DRILLING RECD SYMBOLIC LOG RUN No. FLUSH RETURN JN Joint FLT Fault SH Shear VN Vein CJ Conjugate RECOVERY TOTAL CE % SOLID CE % R.Q.D. % BD Bedding FO Foliation CO Contact Orthogonal CL Clean FRACT. INDEX DIP w.r.t. PER CE.m AXIS PL Planar CU Curved UN Undulating ST Stepped IR Irregular DISCONTINUITY DATA AND SURFACE PO Polished BR Broken Rock K Slickensided NOTE: For additional SM Smooth abbreviations refer to list RO Rough of abbreviations & MB Mechanical Break symbols. Jcon Jr HYDRAULIC CONDUCTIVITY K, cm/sec Ja EATH ERING INDEX NOTES CONTINUED FROM PREVIOUS PAGE CARLSBAD FMATION,. m to. m Fresh, medium grey, fine to medium grained crystalline, nonporous, thinly to medium bedded LIMESTONE with fine argillaceous partings, occasional bioclastic and lithoclastic beds and black slake susceptible shale partings.. cm thick. Shale and calcareous shale comprises approximately % of section BD,, BD,, BD,, MON. ELL VN,, BD,, Rotary Drill HQ Core.... BD,, Diam. PVC # Slot Screen BD,, End of Drillhole CRRRCROCK.GPJ GALMISS.GDT // JM : DG
35 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: January, SHEET OF BING METHOD GROUND SURFACE TOPSOIL/PEAT Very loose to loose grey brown SILTY SAND... RESISTANCE, Q U l Protective Casing Bentonite Seal MON. ELL Red brown SILTY CLAY, with sand seams (eathered Crust) CLAY to SILTY CLAY... Grey brown SANDY SILT, trace to some clay Firm red grey SILTY CLAY, with sand seams Sand layer from. m to. m Grey SAND, some silt, trace clay, with black staining Soft to firm red grey CLAY to SILTY CLAY, with silt seams Grey silt layer from. m to. m ash Boring H Casing Silt layer from. m to. m Silt layer from. m to. m SILTY SAND, trace clay, with black staining Grey CLAYEY SILT Soft to firm red grey to grey CLAY to SILTY CLAY, with black staining and silt seams.... BentoniteCement Grout CRRRCSOIL.GPJ GALMIS.GDT // JM : CONTINUED NEXT PAGE DG
36 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: January, SHEET OF BING METHOD CONTINUED FROM PREVIOUS PAGE Soft to firm red grey to grey CLAY to SILTY CLAY, with black staining and silt seams RESISTANCE, Q U l MON. ELL Firm to stiff grey CLAY to SILTY CLAY, with black staining.. ash Boring H Casing BentoniteCement Grout Very stiff dark grey CLAY to SILTY CLAY, with black staining.. CRRRCSOIL.GPJ GALMIS.GDT // JM : CONTINUED NEXT PAGE Bentonite Seal DG
37 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: January, SHEET OF BING METHOD CONTINUED FROM PREVIOUS PAGE Very stiff dark grey CLAY to SILTY CLAY, with black staining RESISTANCE, Q U l MON. ELL Diam. PVC # Slot Screen ash Boring H Casing Peltonite Grey brown SILTY SAND Grey SANDY SILT Dark grey and brown SILTY CLAY Compact to very dense grey SAND and SILT, some gravel, trace clay (GLACIAL TILL) Cave End of Borehole.. Note: Soil stratigraphy inferred from various soil sampling methods and CPT. CRRRCSOIL.GPJ GALMIS.GDT // JM : DG
38 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: January, SHEET OF BING METHOD GROUND SURFACE TOPSOIL/PEAT Very loose to loose grey brown SILTY SAND... RESISTANCE, Q U l Protective Casing 'B' 'A' Red brown SILTY CLAY, with sand seams (eathered Crust) CLAY to SILTY CLAY Grey brown SANDY SILT, trace to some clay Firm red grey SILTY CLAY, with sand seams Sand layer from. m to. m Grey SAND, some silt, trace clay, with black staining Soft to firm red grey CLAY to SILTY CLAY, with silt seams Bentonite Seal Grey silt layer from. m to. m Diam. PVC # Slot Screen 'B' ash Boring H Casing Silt layer from. m to. m Silt layer from. m to. m SILTY SAND, trace clay, with black staining Grey CLAYEY SILT Soft to firm red grey to grey CLAY to SILTY CLAY, with black staining and silt seams.... Bentonite Seal CRRRCSOIL.GPJ GALMIS.GDT // JM : CONTINUED NEXT PAGE DG
39 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: January, SHEET OF BING METHOD CONTINUED FROM PREVIOUS PAGE Soft to firm red grey to grey CLAY to SILTY CLAY, with black staining and silt seams RESISTANCE, Q U l 'B' 'A' Firm to stiff grey CLAY to SILTY CLAY, with black staining.. Bentonite Seal ash Boring H Casing Diam. PVC # Slot Screen 'A' End of Borehole Note: Soil stratigraphy inferred from various soil sampling methods and CPT... CRRRCSOIL.GPJ GALMIS.GDT // JM : DG
40 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: January, SHEET OF Power Auger BING METHOD Diam. (Hollow Stem) GROUND SURFACE TOPSOIL/PEAT Very loose to loose grey brown SILTY SAND Red brown SILTY CLAY, with sand seams (eathered Crust) CLAY to SILTY CLAY Grey brown SANDY SILT, trace to some clay End of Borehole RESISTANCE, Q U l Protective Casing Bentonite Seal Diam. PVC # Slot Screen MON. ELL Note: Soil stratigraphy inferred from various soil sampling methods and CPT. CRRRCSOIL.GPJ GALMIS.GDT // JM : DG
41 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: March, SHEET OF BING METHOD GROUND SURFACE TOPSOIL/PEAT Very loose to loose grey brown SILTY SAND Red brown SILTY CLAY, with sand seams (eathered Crust) CLAY to SILTY CLAY RESISTANCE, Q U l Grey brown SANDY SILT, trace to some clay Firm red grey SILTY CLAY, with sand seams Sand layer from. m to. m Grey SAND, some silt, trace clay, with black staining Soft to firm red grey CLAY to SILTY CLAY, with silt seams MH MH Grey silt layer from. m to. m Geoprobe Silt layer from. m to. m Silt layer from. m to. m SILTY SAND, trace clay, with black staining Grey CLAYEY SILT Soft to firm red grey to grey CLAY to SILTY CLAY, with black staining and silt seams.... MH CRRRCSOIL.GPJ GALMIS.GDT // JM : CONTINUED NEXT PAGE KE
42 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: March, SHEET OF BING METHOD RESISTANCE, Q U l CONTINUED FROM PREVIOUS PAGE Soft to firm red grey to grey CLAY to SILTY CLAY, with black staining and silt seams Firm to stiff grey CLAY to SILTY CLAY, with black staining.. Geoprobe Very stiff dark grey CLAY to SILTY CLAY, with black staining.. CRRRCSOIL.GPJ GALMIS.GDT // JM : CONTINUED NEXT PAGE KE
43 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: March, SHEET OF BING METHOD RESISTANCE, Q U l CONTINUED FROM PREVIOUS PAGE Very stiff dark grey CLAY to SILTY CLAY, with black staining Geoprobe Grey brown SILTY SAND Grey SANDY SILT Dark grey and brown SILTY CLAY..... Compact to very dense grey SAND and SILT, some gravel, trace clay (GLACIAL TILL).. End of Borehole.. Note: Soil stratigraphy inferred from various soil sampling methods and CPT. CRRRCSOIL.GPJ GALMIS.GDT // JM : KE
44 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: SAMPLER HAMMER, kg; DROP, RECD OF BEHOLE: BING DATE: November, SHEET OF PENETRATION TEST HAMMER, kg; DROP, Power Auger BING METHOD Diam. (Hollow Stem) GROUND SURFACE TOPSOIL Loose to compact grey brown to grey SILTY SAND, trace clay Grey SANDY SILT, trace clay Soft grey and red brown CLAY to SILTY CLAY, with silt seams H RESISTANCE, Q U l MH Grey SILT, trace clay Grey SILTY SAND Soft grey and red brown CLAY to SILTY CLAY, with black staining and silt seams.... Grey SILT Soft grey and red brown CLAY to SILTY CLAY, with black staining Grey SILT Soft grey and red brown CLAY to SILTY CLAY, with black staining and clayey silt seams.... Electric Nilcon Soft to stiff grey and grey brown CLAY to SILTY CLAY, with black staining.. CRRRCSOIL.GPJ GALMIS.GDT // JM : CONTINUED NEXT PAGE DG
45 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: SAMPLER HAMMER, kg; DROP, RECD OF BEHOLE: BING DATE: November, SHEET OF PENETRATION TEST HAMMER, kg; DROP, BING METHOD RESISTANCE, Q U l CONTINUED FROM PREVIOUS PAGE Soft to stiff grey and grey brown CLAY to SILTY CLAY, with black staining > Electric Nilcon Stiff grey and red brown CLAY to SILTY CLAY, with black staining.. Grey CLAYEY SILT, some sand Very stiff grey CLAY to SILTY CLAY, with black staining.... > CRRRCSOIL.GPJ GALMIS.GDT // JM : Grey SILTY fine SAND Grey SANDY SILT, some clay Very stiff grey CLAY to SILTY CLAY, with black staining CONTINUED NEXT PAGE.. > DG
46 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: SAMPLER HAMMER, kg; DROP, RECD OF BEHOLE: BING DATE: November, SHEET OF PENETRATION TEST HAMMER, kg; DROP, BING METHOD RESISTANCE, Q U l Electric Nilcon CONTINUED FROM PREVIOUS PAGE Brown SILTY SAND Very stiff grey CLAY to SILTY CLAY, with black staining End of Borehole.... > Note: Soil stratigraphy inferred from various soil sampling methods and CPT. CRRRCSOIL.GPJ GALMIS.GDT // JM : DG
47 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: SAMPLER HAMMER, kg; DROP, RECD OF BEHOLE: BING DATE: December, SHEET OF PENETRATION TEST HAMMER, kg; DROP, BING METHOD GROUND SURFACE TOPSOIL Loose to compact grey brown to grey SILTY SAND, trace clay... RESISTANCE, Q U l Protective Casing Bentonite Seal Grey SANDY SILT, trace clay Soft grey and red brown CLAY to SILTY CLAY, with silt seams.... TP PH Grey SILT, trace clay Grey SILTY SAND Soft grey and red brown CLAY to SILTY CLAY, with black staining and silt seams.... TP PH ash Boring H Casing Grey SILT Soft grey and red brown CLAY to SILTY CLAY, with black staining Grey SILT Soft grey and red brown CLAY to SILTY CLAY, with black staining and clayey silt seams.... BentoniteCement Grout Soft to stiff grey and grey brown CLAY to SILTY CLAY, with black staining.. CRRRCSOIL.GPJ GALMIS.GDT // JM : CONTINUED NEXT PAGE TP PH DG
48 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: SAMPLER HAMMER, kg; DROP, RECD OF BEHOLE: BING DATE: December, SHEET OF PENETRATION TEST HAMMER, kg; DROP, BING METHOD RESISTANCE, Q U l CONTINUED FROM PREVIOUS PAGE Soft to stiff grey and grey brown CLAY to SILTY CLAY, with black staining TP PH TP PH ash Boring H Casing Stiff grey and red brown CLAY to SILTY CLAY, with black staining.. BentoniteCement Grout Grey CLAYEY SILT, some sand Very stiff grey CLAY to SILTY CLAY, with black staining.... CRRRCSOIL.GPJ GALMIS.GDT // JM : Grey SILTY fine SAND Grey SANDY SILT, some clay Very stiff grey CLAY to SILTY CLAY, with black staining CONTINUED NEXT PAGE.. TP PH DG
49 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: SAMPLER HAMMER, kg; DROP, RECD OF BEHOLE: BING DATE: December, SHEET OF PENETRATION TEST HAMMER, kg; DROP, BING METHOD RESISTANCE, Q U l CONTINUED FROM PREVIOUS PAGE Brown SILTY SAND Very stiff grey CLAY to SILTY CLAY, with black staining.. ash Boring H Casing Very stiff grey SILTY CLAY, some sand Very stiff grey and red CLAY to SILTY CLAY... Compact to very dense grey SILTY SAND to SANDY SILT, some gravel, trace to some clay, with cobbles and boulders (GLACIAL TILL).. BentoniteCement Grout Rotary Drill HQ Core MH > Borehole continued on RECD OF DRILLHOLE. Peltonite Note: Soil stratigraphy inferred from various soil sampling methods and CPT. CRRRCSOIL.GPJ GALMIS.GDT // JM : DG
50 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF DRILLHOLE: DRILLING DATE: December, DRILL RIG: CME DRILLING CONTRACT: Marathon Drilling SHEET OF DRILLING RECD SYMBOLIC LOG RUN No. FLUSH RETURN JN Joint FLT Fault SH Shear VN Vein CJ Conjugate RECOVERY TOTAL CE % SOLID CE % R.Q.D. % CARLSBAD FMATION,. m to. m Fresh, very thinly to thinly interbedded sequence of dark grey to black slake susceptible SHALE, CALCAREOUS SHALE, SHALEY LIMESTONE and LIMESTONE with occasional bioclastic limestone beds JN,, Peltonite JN,,.. JN,,.. JN,, VN,, Rotary Drill HQ Core BD Bedding FO Foliation CO Contact Orthogonal CL Clean FRACT. INDEX DIP w.r.t. PER CE.m AXIS PL Planar CU Curved UN Undulating ST Stepped IR Irregular DISCONTINUITY DATA AND SURFACE PO Polished BR Broken Rock K Slickensided NOTE: For additional SM Smooth abbreviations refer to list RO Rough of abbreviations & MB Mechanical Break symbols. Jcon Jr HYDRAULIC CONDUCTIVITY K, cm/sec Ja EATH ERING INDEX NOTES BEDROCK SURFACE.... Diam. PVC # Slot Screen CRRRCROCK.GPJ GALMISS.GDT // JM : CONTINUED NEXT PAGE VN,, DG
51 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF DRILLHOLE: DRILLING DATE: December, DRILL RIG: CME DRILLING CONTRACT: Marathon Drilling SHEET OF DRILLING RECD SYMBOLIC LOG RUN No. FLUSH RETURN JN Joint FLT Fault SH Shear VN Vein CJ Conjugate RECOVERY TOTAL CE % SOLID CE % R.Q.D. % BD Bedding FO Foliation CO Contact Orthogonal CL Clean FRACT. INDEX DIP w.r.t. PER CE.m AXIS PL Planar CU Curved UN Undulating ST Stepped IR Irregular DISCONTINUITY DATA AND SURFACE PO Polished BR Broken Rock K Slickensided NOTE: For additional SM Smooth abbreviations refer to list RO Rough of abbreviations & MB Mechanical Break symbols. Jcon Jr HYDRAULIC CONDUCTIVITY K, cm/sec Ja EATH ERING INDEX NOTES CONTINUED FROM PREVIOUS PAGE CARLSBAD FMATION,. m to. m Fresh, very thinly to thinly interbedded sequence of dark grey to black slake susceptible SHALE, CALCAREOUS SHALE, SHALEY LIMESTONE and LIMESTONE with occasional bioclastic limestone beds JN,,... Rotary Drill HQ Core Diam. PVC # Slot Screen CRRRCROCK.GPJ GALMISS.GDT // JM : CONTINUED NEXT PAGE DG
52 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF DRILLHOLE: DRILLING DATE: December, DRILL RIG: CME DRILLING CONTRACT: Marathon Drilling SHEET OF DRILLING RECD SYMBOLIC LOG RUN No. FLUSH RETURN JN Joint FLT Fault SH Shear VN Vein CJ Conjugate RECOVERY TOTAL CE % SOLID CE % R.Q.D. % BD Bedding FO Foliation CO Contact Orthogonal CL Clean FRACT. INDEX DIP w.r.t. PER CE.m AXIS PL Planar CU Curved UN Undulating ST Stepped IR Irregular DISCONTINUITY DATA AND SURFACE PO Polished BR Broken Rock K Slickensided NOTE: For additional SM Smooth abbreviations refer to list RO Rough of abbreviations & MB Mechanical Break symbols. Jcon Jr HYDRAULIC CONDUCTIVITY K, cm/sec Ja EATH ERING INDEX NOTES CONTINUED FROM PREVIOUS PAGE CARLSBAD FMATION,. m to. m Fresh, very thinly to thinly interbedded sequence of dark grey to black slake susceptible SHALE, CALCAREOUS SHALE, SHALEY LIMESTONE and LIMESTONE with occasional bioclastic limestone beds.... VN,, Rotary Drill HQ Core Diam. PVC # Slot Screen.. CRRRCROCK.GPJ GALMISS.GDT // JM : End of Drillhole.... DG
53 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: December, SHEET OF BING METHOD GROUND SURFACE TOPSOIL Loose to compact grey brown to grey SILTY SAND, trace clay... RESISTANCE, Q U l Protective Casing 'B' 'A' Grey SANDY SILT, trace clay Soft grey and red brown CLAY to SILTY CLAY, with silt seams.... Grey SILT, trace clay Grey SILTY SAND Soft grey and red brown CLAY to SILTY CLAY, with black staining and silt seams.... ash Boring H Casing Grey SILT Soft grey and red brown CLAY to SILTY CLAY, with black staining Grey SILT Soft grey and red brown CLAY to SILTY CLAY, with black staining and clayey silt seams.... BentoniteCement Grout Soft to stiff grey and grey brown CLAY to SILTY CLAY, with black staining.. CRRRCSOIL.GPJ GALMIS.GDT // JM : CONTINUED NEXT PAGE DG
54 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: December, SHEET OF BING METHOD CONTINUED FROM PREVIOUS PAGE Soft to stiff grey and grey brown CLAY to SILTY CLAY, with black staining RESISTANCE, Q U l 'B' 'A' BentoniteCement Grout ash Boring H Casing Stiff grey and red brown CLAY to SILTY CLAY, with black staining.. Grey CLAYEY SILT, some sand Very stiff grey CLAY to SILTY CLAY, with black staining.... CRRRCSOIL.GPJ GALMIS.GDT // JM : Grey SILTY fine SAND Grey SANDY SILT, some clay Very stiff grey CLAY to SILTY CLAY, with black staining CONTINUED NEXT PAGE.. Peltonite Diam. PVC # Slot Screen 'B' DG
55 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: December, SHEET OF BING METHOD CONTINUED FROM PREVIOUS PAGE Brown SILTY SAND Very stiff grey CLAY to SILTY CLAY, with black staining.. RESISTANCE, Q U l 'B' 'A' Very stiff grey SILTY CLAY, some sand Very stiff grey and red CLAY to SILTY CLAY... Peltonite Compact to very dense grey SILTY SAND to SANDY SILT, some gravel, trace to some clay, with cobbles and boulders (GLACIAL TILL).. ash Boring H Casing Diam. PVC # Slot Screen 'A' End of Borehole Note: Soil stratigraphy inferred from various soil sampling methods and CPT... CRRRCSOIL.GPJ GALMIS.GDT // JM : DG
56 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: SAMPLER HAMMER, kg; DROP, RECD OF BEHOLE: BING DATE: December, SHEET OF PENETRATION TEST HAMMER, kg; DROP, BING METHOD GROUND SURFACE TOPSOIL Loose to compact grey brown to grey SILTY SAND, trace clay... RESISTANCE, Q U l Protective Casing 'B' 'A' Grey SANDY SILT, trace clay Soft grey and red brown CLAY to SILTY CLAY, with silt seams.... Bentonite Seal Grey SILT, trace clay Grey SILTY SAND Soft grey and red brown CLAY to SILTY CLAY, with black staining and silt seams.... TP PH Diam. PVC # Slot Screen 'B' Power Auger Diam. (Hollow Stem) Grey SILT Soft grey and red brown CLAY to SILTY CLAY, with black staining Grey SILT Soft grey and red brown CLAY to SILTY CLAY, with black staining and clayey silt seams.... Soft to stiff grey and grey brown CLAY to SILTY CLAY, with black staining.. Bentonite Seal CRRRCSOIL.GPJ GALMIS.GDT // JM : CONTINUED NEXT PAGE Diam. PVC # Slot Screen 'A' DG
57 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: SAMPLER HAMMER, kg; DROP, RECD OF BEHOLE: BING DATE: December, SHEET OF PENETRATION TEST HAMMER, kg; DROP, Power Auger BING METHOD CONTINUED FROM PREVIOUS PAGE Soft to stiff grey and grey brown CLAY to SILTY CLAY, with black staining End of Borehole Note: Soil stratigraphy inferred from various soil sampling methods and CPT... TP PH RESISTANCE, Q U l Diam. PVC # Slot Screen 'A' 'B' 'A' CRRRCSOIL.GPJ GALMIS.GDT // JM : DG
58 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: December, SHEET OF Power Auger BING METHOD Diam. (HS) GROUND SURFACE TOPSOIL Loose to compact grey brown to grey SILTY SAND, trace clay Grey SANDY SILT, trace clay End of Borehole RESISTANCE, Q U l Protective Casing Bentonite Seal Diam. PVC # Slot Screen MON. ELL Note: Soil stratigraphy inferred from various soil sampling methods and CPT. CRRRCSOIL.GPJ GALMIS.GDT // JM : DG
59 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: March, SHEET OF BING METHOD GROUND SURFACE TOPSOIL Loose to compact grey brown to grey SILTY SAND, trace clay Grey SANDY SILT, trace clay Soft grey and red brown CLAY to SILTY CLAY, with silt seams RESISTANCE, Q U l MH MH MH Grey SILT, trace clay Grey SILTY SAND Soft grey and red brown CLAY to SILTY CLAY, with black staining and silt seams.... MH Geoprobe Grey SILT Soft grey and red brown CLAY to SILTY CLAY, with black staining Grey SILT Soft grey and red brown CLAY to SILTY CLAY, with black staining and clayey silt seams.... Soft to stiff grey and grey brown CLAY to SILTY CLAY, with black staining.. CRRRCSOIL.GPJ GALMIS.GDT // JM : CONTINUED NEXT PAGE KE
60 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: March, SHEET OF BING METHOD RESISTANCE, Q U l CONTINUED FROM PREVIOUS PAGE Soft to stiff grey and grey brown CLAY to SILTY CLAY, with black staining Geoprobe Stiff grey and red brown CLAY to SILTY CLAY, with black staining.. Grey CLAYEY SILT, some sand Very stiff grey CLAY to SILTY CLAY, with black staining.... CRRRCSOIL.GPJ GALMIS.GDT // JM : Grey SILTY fine SAND Grey SANDY SILT, some clay Very stiff grey CLAY to SILTY CLAY, with black staining CONTINUED NEXT PAGE.. KE
61 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: March, SHEET OF BING METHOD RESISTANCE, Q U l CONTINUED FROM PREVIOUS PAGE Brown SILTY SAND Very stiff grey CLAY to SILTY CLAY, with black staining.. Geoprobe Very stiff grey SILTY CLAY, some sand Very stiff grey and red CLAY to SILTY CLAY... Compact to very dense grey SILTY SAND to SANDY SILT, some gravel, trace to some clay, with cobbles and boulders (GLACIAL TILL) End of Borehole... Note: Soil stratigraphy inferred from various soil sampling methods and CPT. CRRRCSOIL.GPJ GALMIS.GDT // JM : KE
62 PROJECT: LOCATION: N. ;E. INCLINATION: AZIMUTH: RECD OF BEHOLE: BING DATE: March, SHEET OF BING METHOD GROUND SURFACE TOPSOIL Loose to compact grey brown to grey SILTY SAND, trace clay Grey SANDY SILT, trace clay Soft grey and red brown CLAY to SILTY CLAY, with silt seams RESISTANCE, Q U l Geoprobe Grey SILT, trace clay Grey SILTY SAND Soft grey and red brown CLAY to SILTY CLAY, with black staining and silt seams.... Grey SILT Soft grey and red brown CLAY to SILTY CLAY, with black staining Grey SILT Soft grey and red brown CLAY to SILTY CLAY, with black staining and clayey silt seams.... Soft to stiff grey and grey brown CLAY to SILTY CLAY, with black staining End of Borehole.... Note: Soil stratigraphy inferred from various soil sampling methods and CPT. CRRRCSOIL.GPJ GALMIS.GDT // JM : AM
3.0 SITE COMPARISON GEOLOGY, HYDROGEOLOGY & GEOTECHNICAL 3.1 Comparison of Sites
APPENDIX TSD#-B COMPARATIVE EVALUATION OF ALTERNATIVE SITES GEOLOGY, HYDROGEOLOGY & GEOTECHNICAL COMPONENT Environmental Component Summary of Site Considerations Interpreted direction of vertical groundwater
APPENDIX A. Borehole Logs Explanation of Terms and Symbols
APPENDIX A Borehole Logs Explanation of Terms and Symbols Page 153 of 168 EXPLANATION OF TERMS AND SYMBOLS The terms and symbols used on the borehole logs to summarize the results of field investigation
Chapter 12 Subsurface Exploration
Page 12 1 Chapter 12 Subsurface Exploration 1. The process of identifying the layers of deposits that underlie a proposed structure and their physical characteristics is generally referred to as (a) subsurface
patersongroup Design for Earthquakes Consulting Engineers May 19, 2016 File: PG3733-LET.01
patersongroup May 19, 2016 File: PG3733-LET.01 Hydro Ottawa Limited c/o Cresa Toronto 170 University Avenue, Suite 1 Toronto, Ontario M5H 3B3 Attention: Ms. Barbara Wright Consulting Engineers 154 Colonnade
B-1 BORE LOCATION PLAN. EXHIBIT Drawn By: 115G BROOKS VETERINARY CLINIC CITY BASE LANDING AND GOLIAD ROAD SAN ANTONIO, TEXAS.
N B-1 SYMBOLS: Exploratory Boring Location Project Mngr: BORE LOCATION PLAN Project No. GK EXHIBIT Drawn By: 115G1063.02 GK Scale: Checked By: 1045 Central Parkway North, Suite 103 San Antonio, Texas 78232
Boreholes. Implementation. Boring. Boreholes may be excavated by one of these methods: 1. Auger Boring 2. Wash Boring 3.
Implementation Boreholes 1. Auger Boring 2. Wash Boring 3. Rotary Drilling Boring Boreholes may be excavated by one of these methods: 4. Percussion Drilling The right choice of method depends on: Ground
Depth (ft) USCS Soil Description TOPSOIL & FOREST DUFF
Test Pit No. TP-6 Location: Latitude 47.543003, Longitude -121.980441 Approximate Ground Surface Elevation: 1,132 feet Depth (ft) USCS Soil Description 0 1.5 1.5 5.0 SM 5.0 8.0 SM Loose to medium dense,
Description of Project and Site
DATE May, 0 PROJECT No. 09 TO Bob Wingate, P.Eng. IBI Group FROM Stephen Dunlop, P.Eng. EMAIL stdunlop@golder.com PRELIMINARY GEOTECHNICAL AND HYDROGEOLOGICAL INVESTIGATION (REV.) PROPOSED STORMWATER MANAGEMENT
Project: ITHACA-TOMPKINS REGIONAL AIRPORT EXPANSION Project Location: ITHACA, NY Project Number: 218-34 Key to Soil Symbols and Terms TERMS DESCRIBING CONSISTENCY OR CONDITION COARSE-GRAINED SOILS (major
Soil Mechanics Brief Review. Presented by: Gary L. Seider, P.E.
Soil Mechanics Brief Review Presented by: Gary L. Seider, P.E. 1 BASIC ROCK TYPES Igneous Rock (e.g. granite, basalt) Rock formed in place by cooling from magma Generally very stiff/strong and often abrasive
The process of determining the layers of natural soil deposits that will underlie a proposed structure and their physical properties is generally
The process of determining the layers of natural soil deposits that will underlie a proposed structure and their physical properties is generally referred to as sub surface investigation 2 1 For proper
A. V T = 1 B. Ms = 1 C. Vs = 1 D. Vv = 1
Geology and Soil Mechanics 55401 /1A (2002-2003) Mark the best answer on the multiple choice answer sheet. 1. Soil mechanics is the application of hydraulics, geology and mechanics to problems relating
Geology and Soil Mechanics /1A ( ) Mark the best answer on the multiple choice answer sheet.
Geology and Soil Mechanics 55401 /1A (2003-2004) Mark the best answer on the multiple choice answer sheet. 1. Soil mechanics is the application of hydraulics, geology and mechanics to problems relating
8.1. What is meant by the shear strength of soils? Solution 8.1 Shear strength of a soil is its internal resistance to shearing stresses.
8.1. What is meant by the shear strength of soils? Solution 8.1 Shear strength of a soil is its internal resistance to shearing stresses. 8.2. Some soils show a peak shear strength. Why and what type(s)
SOIL CLASSIFICATION CHART COARSE-GRAINED SOILS MORE THAN 50% RETAINED ON NO.200 SIEVE FINE-GRAINED SOILS 50% OR MORE PASSES THE NO.200 SIEVE PRIMARY DIVISIONS GRAVELS MORE THAN 50% OF COARSE FRACTION RETAINED
APPENDIX C. Borehole Data
APPENDIX C Borehole Data MAJOR DIVISIONS SOIL CLASSIFICATION CHART SYMBOLS GRAPH LETTER TYPICAL DESCRIPTIONS ADDITIONAL MATERIAL
APPENDIX F CORRELATION EQUATIONS. F 1 In-Situ Tests
APPENDIX F 1 APPENDIX F CORRELATION EQUATIONS F 1 In-Situ Tests 1. SPT (1) Sand (Hatanaka and Uchida, 1996), = effective vertical stress = effective friction angle = atmosphere pressure (Shmertmann, 1975)
GEOTECHNICAL INVESTIGATION REPORT
GEOTECHNICAL INVESTIGATION REPORT SOIL INVESTIGATION REPORT FOR STATIC TEST FACILITY FOR PROPELLANTS AT BDL, IBRAHIMPATNAM. Graphics Designers, M/s Architecture & Engineering 859, Banjara Avenue, Consultancy
Appendix J. Geological Investigation
Appendix J Geological Investigation Appendix J Geological Environment Table of Contents Page 1 INTRODUCTION...J-1 1.1 Purpose of the Investigation...J-1 1.2 Scope of the Investigation...J-1 2 METHODO OF
UAS Student Residence
General Notes, Abbreviations and Symbols C100 MATCH LINE - SEE SHEET L6 Existing Site Topographic Conditions C101 MATCH LINE - SEE SHEET L5 Existing Site Topographic Conditions C102 DEPTH(FT.) 5 FROZEN
SHEAR STRENGTH OF SOIL
Soil Failure Criteria SHEAR STRENGTH OF SOIL Knowledge about the shear strength of soil important for the analysis of: Bearing capacity of foundations, Slope stability, Lateral pressure on retaining structures,
Manual on Subsurface Investigations National Highway Institute Publication No. FHWA NHI Federal Highway Administration Washington, DC
Manual on Subsurface Investigations National Highway Institute Publication No. FHWA NHI-01-031 Federal Highway Administration Washington, DC Geotechnical Site Characterization July 2001 by Paul W. Mayne,
General. DATE December 10, 2013 PROJECT No TO Mary Jarvis Urbandale/Riverside South Development Corporation
DATE December 10, 201 PROJECT No. 10-1121-0260- TO Mary Jarvis Urbandale/Riverside South Development Corporation CC Justin Robitaille, Urbandale Jonathan Párraga, J.L. Richards & Associates Limited FROM
APPENDIX C HYDROGEOLOGIC INVESTIGATION
Figure B-5.7 Figure B-5.8 Preliminary Geotechnical and Environmental Report Appendix C Hydrogeologic Investigation APPENDIX C HYDROGEOLOGIC INVESTIGATION December 21, 2011 WESTSIDE SUBWAY EXTENSION PROJECT
Table of Contents Chapter 1 Introduction to Geotechnical Engineering 1.1 Geotechnical Engineering 1.2 The Unique Nature of Soil and Rock Materials
Table of Contents Chapter 1 Introduction to Geotechnical Engineering 1.1 Geotechnical Engineering 1.2 The Unique Nature of Soil and Rock Materials 1.3 Scope of This Book 1.4 Historical Development of Geotechnical
Geotechnical Investigation
Geotechnical Investigation Slope Stability Analysis for the Existing Slope Southwest of the Proposed Condo Developments 50 Ann Street, Bolton, Ontario Prepared For: Brookfield Homes (Ontario) Limited GeoPro
Shear Strength of Soils
Shear Strength of Soils STRESSES IN A SOIL ELEMENT t s v Analyze Effective Stresses (s ) Load carried by Soil t Where: s H t t s H s = t f = s v = s H = t = s v Stresses in a Soil Element after Figure
Chapter 5 Shear Strength of Soil
Page 5 Chapter 5 Shear Strength of Soil. The internal resistance per unit area that the soil mass can offer to resist failure and sliding along any plane inside it is called (a) strength (b) shear strength
Photo 1 - Southerly view across 2700 parking lot toward existing building. Multi-residential building borders western side of property in upper right of view. Photo 2 - Southerly view across 2750 parking
Geotechnical Engineering Report
Geotechnical Engineering Report Turner Turnpike Widening Bridge B Bridge Crossing: South 257 th West Avenue Creek County, Oklahoma June 1, 2016 Terracon Project No. 04155197 Prepared for: Garver, LLC Tulsa,
Geotechnical Data Report
Geotechnical Data Report Downtown Greenville Future Conveyance Study December 1, 2015 Terracon Project No. 86155032 Prepared for: Prepared by: Terracon Consultants, Inc. December 1, 2015 561 Mauldin Road
From - To 0,00-4,90 4,90-6,40 6,40-8,60 8,60-9,60 9,60-10,50 10,50-12,00 12,00-14,80 14,80-15,80 15,80-19,30 19, ,00
Závěrka 12,Praha 6,169 00 Log of Boring BH1 Project ID: 2018_A-017 Annex no.: A.1G Drilling equipment: Hütte 202 TF Location: Prague 12 Overall depth: 2 m Borehole position: Date start: 22.11.2017 Foreman:
Gotechnical Investigations and Sampling
Gotechnical Investigations and Sampling Amit Prashant Indian Institute of Technology Gandhinagar Short Course on Geotechnical Investigations for Structural Engineering 12 14 October, 2017 1 Purpose of
Appendix A. Producer Statement Advisory Note
Appendix A Producer Statement Advisory Note Ref. No. 17095 26 May 2017 PRODUCER STATEMENT CONSTRUCTION REVIEW (PS4) IMPORTANT ADVISORY NOTE The Building Consent Authority (BCA) frequently requires Producer
Cone Penetration Testing in Geotechnical Practice
Cone Penetration Testing in Geotechnical Practice Table Of Contents: LIST OF CONTENTS v (4) PREFACE ix (2) ACKNOWLEDGEMENTS xi (1) SYMBOL LIST xii (4) CONVERSION FACTORS xvi (6) GLOSSARY xxii 1. INTRODUCTION
Interpretation of Flow Parameters from In-Situ Tests (P.W. Mayne, November 2001)
Interpretation of Flow Parameters from In-Situ Tests (P.W. Mayne, November 2001) FLOW PROPERTIES Soils exhibit flow properties that control hydraulic conductivity (k), rates of consolidation, construction
APPENDIX A GEOTECHNICAL REPORT
The City of Winnipeg Bid Opportunity No. 529-2017 Template Version: C420170317 - RW APPENDIX A GEOTECHNICAL REPORT Quality Engineering Valued Relationships KGS Group 2017 Industrial Street Rehabilitation
Chapter 1 - Soil Mechanics Review Part A
Chapter 1 - Soil Mechanics Review Part A 1.1 Introduction Geotechnical Engineer is concerned with predicting / controlling Failure/Stability Deformations Influence of water (Seepage etc.) Soil behavour
ADDENDUM 1 FISHER SLOUGH RESTORATION PROJECT SKAGIT COUNTY, WASHINGTON
F I N A L A D D E N D U M 1 R E P O R T ADDENDUM 1 FISHER SLOUGH RESTORATION PROJECT SKAGIT COUNTY, WASHINGTON REPORT OF GEOTECHNICAL INVESTIGATION URS JOB NO. 3376186 Prepared for Tetra Tech Inc. 142
Soils. Technical English - I 10 th week
Technical English - I 10 th week Soils Soil Mechanics is defined as the branch of engineering science which enables an engineer to know theoretically or experimentally the behavior of soil under the action
H.1 SUMMARY OF SUBSURFACE STRATIGRAPHY AND MATERIAL PROPERTIES (DATA PACKAGE)
DRAFT ONONDAGA LAKE CAPPING AND DREDGE AREA AND DEPTH INITIAL DESIGN SUBMITTAL H.1 SUMMARY OF SUBSURFACE STRATIGRAPHY AND MATERIAL PROPERTIES (DATA PACKAGE) Parsons P:\Honeywell -SYR\444576 2008 Capping\09
SLOPE STABILITY ASSESSMENT PROPOSED RESIDENTIAL SUBDIVISION 161 LAKESHORE ROAD EAST TOWN OF THE BLUE MOUNTAINS, ONTARIO
SLOPE STABILITY ASSESSMENT PROPOSED RESIDENTIAL SUBDIVISION 161 LAKESHORE ROAD EAST TOWN OF THE BLUE MOUNTAINS, ONTARIO PETO MacCALLUM LTD. 19 CHURCHILL DRIVE BARRIE, ONTARIO L4N 8Z5 PHONE: (705) 734-3900
Geotechnical Indications Of Eastern Bypass Area In Port Harcourt, Niger Delta
Geotechnical Indications Of Eastern Bypass Area In Port Harcourt, Niger Delta Warmate Tamunonengiyeofori Geostrat International Services Limited, Rivers State, Nigeria www.geostratinternational.com info@geostratinternational.com,
Table 3. Empirical Coefficients for BS 8002 equation. A (degrees) Rounded Sub-angular. 2 Angular. B (degrees) Uniform Moderate grading.
Hatanaka and Uchida (1996); ' 20N 20 12N 20 ' 45 A lower bound for the above equation is given as; 12N 15 ' 45 Table 3. Empirical Coefficients for BS 8002 equation A Angularity 1) A (degrees) Rounded 0
(C) Global Journal of Engineering Science and Research Management
GEOTECHNCIAL ASSESSMENT OF PART OF PORT HARCOURT, NIGER DELTA FOR STRUCTURAL ANALYSIS Warmate Tamunonengiyeofori Geostrat International Services Limited, www.geostratinternational.com. *Correspondence
Conventional Field Testing & Issues (SPT, CPT, DCPT, Geophysical methods)
Conventional Field Testing & Issues (SPT, CPT, DCPT, Geophysical methods) Ajanta Sachan Assistant Professor Civil Engineering IIT Gandhinagar Conventional Field Testing 1 Field Test: In-situ shear strength
Class Principles of Foundation Engineering CEE430/530
Class Principles of Foundation Engineering CEE430/530 1-1 General Information Lecturer: Scott A. Barnhill, P.E. Lecture Time: Thursday, 7:10 pm to 9:50 pm Classroom: Kaufmann, Room 224 Office Hour: I have
10. GEOTECHNICAL EXPLORATION PROGRAM
Geotechnical site investigations should be conducted in multiple phases to obtain data for use during the planning and design of the tunnel system. Geotechnical investigations typically are performed in
Geotechnical Engineering Report
Geotechnical Engineering Report Turner Turnpike Widening Bridge D Bridge Crossing: South 209 th West Avenue Creek County, Oklahoma June 1, 2016 Terracon Project No. 04155197 Prepared for: Garver, LLC Tulsa,
Preliminary Geotechnical Investigation Cadiz / Trigg County I-24 Business Park. Cadiz, Kentucky
Environmental & Geoscience, LLC 834 Madisonville Road Hopkinsville, KY 440 70.44.000 FAX 70.44.8300 www.wedrill.com A member of Trinity Energy & Infrastructure Group, LLC Preliminary Geotechnical Investigation
GEOTECHNICAL SITE CHARACTERIZATION
GEOTECHNICAL SITE CHARACTERIZATION Neil Anderson, Ph.D. Professor of Geology and Geophysics Richard W. Stephenson, P.E., Ph.D. Professor of Civil, Architectural and Environmental Engineering University
Chapter (12) Instructor : Dr. Jehad Hamad
Chapter (12) Instructor : Dr. Jehad Hamad 2017-2016 Chapter Outlines Shear strength in soils Direct shear test Unconfined Compression Test Tri-axial Test Shear Strength The strength of a material is the
DRILL HOLE # BH-BGC13-FN-01
DILL HOLE # BH-BGC3-FN-0 Drill Method: Mud otary/coring Depth To ock (m): N/A Page of 7 eviewed by: AJB 0 GAVEL (GW) Fine to coarse, sandy, well graded, dense, max particle size = 30 mm, angular to subrounded,
Terraprobe Consulting Geotechnical & Environmental Engineering Construction Materials Inspection & Testing
Terraprobe Consulting Geotechnical & Environmental Engineering Construction Materials Inspection & Testing GEOTECHNICAL INVESTIGATION BLOCKS TO PIER HAMILTON, ONTARIO PREPARED FOR: City of Hamilton Waterfront
Geotechnical Properties of Soil
Geotechnical Properties of Soil 1 Soil Texture Particle size, shape and size distribution Coarse-textured (Gravel, Sand) Fine-textured (Silt, Clay) Visibility by the naked eye (0.05 mm is the approximate
3.0 SUMMARY OF FINDINGS
AECOM 500 W Jefferson St. Suite 1600 Louisville, KY 40202 www.aecom.com 502-569-2301 tel 502-569-2304 fax October 17, 2018 Big Rivers Electric Corporation Sebree Generating Station 9000 Highway 2096 Robards,
Geotechnical Engineering Report
Geotechnical Engineering Report Turner Turnpike Widening Polecat Creek Bridge (Bridge A) June 1, 2016 Terracon Project No. 04155197 Prepared for: Garver, LLC Prepared by: Terracon Consultants, Inc. TABLE
Appendix F Laboratory test results
Appendix F Laboratory test results SOIL AND ROCK SAMPLE ANALYSIS LABORATORY TEST REPORT To: Bord Gais Copy: Orla Smyth (kkidd@bge.ie) From: Stephen Watson Laboratory Manager Causeway Geotech Ltd Tel: +44(0)2827666640
Hydro One (Sept 2014) Hydro One (Sept 2014) Hydro One (Sept 2014)
TABLE 1 WELL CONSTRUCTION DETAILS MOE WWR No Well ID Location Installation Date Status Easting Coordinates Northing Source Elevation Screened Interval Screened Material Borehole Well Stick-up Ground Top
FIGURES 200 200 200 SW 175TH AVE 350 SW SCHOLLS FERRY RD SW FRIENDLY LN Area 64 SW ROY ROGERS RD 300 250 SW ONEILL CT SW LUKE LN SW LEEDING LN SW TUSCANY ST SW 164TH AVE SW BULL MOUNTAIN RD SW 164TH AVE
Cone Penetration Test (CPT) Interpretation
Cone Penetration Test (CPT) Interpretation Gregg uses a proprietary CPT interpretation and plotting software. The software takes the CPT data and performs basic interpretation in terms of soil behavior
The attitude he maintains in his relation to the engineer is very well stated in his own words:
Su bsurface Soil Exploration, 53: 139 Foundation Engineering Geotechnical companies that have a history of experience in a given region usually have extensive boring logs and maps telling where the borings
TP-1 N61E 0 DARK BROWN SANDY SILT (ML) stiff, wet with roots (Disturbed Surficial Soil) DEPTH (FEET) 5 REDDISH BROWN SANDSTONE intensely fractured, weak to friable, deeply weathered, tight (Franciscan
Soil and Rock Strength. Chapter 8 Shear Strength. Steel Strength. Concrete Strength. Dr. Talat Bader May Steel. Concrete.
Chapter 8 Shear Strength Dr. Talat Bader May 2006 Soil and Rock Strength Unconfined compressive strength (MPa) Steel Concrete 20 100 250 750 0.001 0.01 Soil 0.1 1.0 10 Rock 100 250 F y = 250 to 750 MPa
Prof. B V S Viswanadham, Department of Civil Engineering, IIT Bombay
56 Module 4: Lecture 7 on Stress-strain relationship and Shear strength of soils Contents Stress state, Mohr s circle analysis and Pole, Principal stressspace, Stress pathsin p-q space; Mohr-Coulomb failure
CONTENTS. 1. GeneralsG Field Investigation WorkG Laboratory Testing Work Surface Soil Description-- 7.
CONTENTS Page 1. GeneralsG 4 2. Field Investigation WorkG 4 3. Laboratory Testing Work--- 5 4. Surface Soil Description-- 7 Appendix A Borehole Location Plan 11 Soil Profile-- 15 Bore Logs--=---- 18 Appendix
Compression and swelling. Mechanisms of compression. Mechanisms Common cases Isotropic One-dimensional Wet and dry states
Compression and swelling Mechanisms Common cases Isotropic One-dimensional Wet and dry states The relationship between volume change and effective stress is called compression and swelling. (Consolidation
patersongroup memorandum 1.0 Field Investigation consulting engineers
consulting engineers memorandum to: KDSA Development Corporation - Ms. Susan Anglin - susananglin6@gmail.com re: Pavement Structure Recommendations - Shady Maple Road Proposed Braeburn Estates Residential
CITY OF VALDEZ Project Title: East Pioneer Reconstruction Project No.: Contract No.: TO: All Recipients Date: April 14, 2014
CITY OF VALDEZ Project Title: East Pioneer Reconstruction Project No.: 13-3-1.32 Contract No.: 11 TO: All Recipients Date: April 14, 214 SUBJECT: Addendum No.1 This seventeen (17) page Addendum forms a
SCOPE OF INVESTIGATION Simple visual examination of soil at the surface or from shallow test pits. Detailed study of soil and groundwater to a
Lecture-5 Soil Exploration Dr. Attaullah Shah 1 Today s Lecture Purpose of Soil Exploration Different methods 1. Test trenches and Pits 2. Auger and Wash Boring 3. Rotary Drilling 4. Geophysical Methods
BR-01 PAINT BRIDGE NO. 55 C GENERAL PLAN 720'-0" VC 605'-0" VC 1. FOR INDEX TO PLANS, QUANTITIES, AND GENERAL NOTES, SEE "INDEX TO PLANS" SHEET.
2'-" VC 6'-" VC BB EB 1 1 1 1 1 TV - " TV CONDUITS (COX E 8 - " ELECTRIC CONDUITS (SDG & E T - " TELEPHONE CONDUITS 1. FOR INDEX TO PLANS, QUANTITIES, AND GENERAL NOTES, SEE "INDEX TO PLANS" SHEET. 2.
Geotechnical Testing Methods I
Geotechnical Testing Methods I Ajanta Sachan Assistant Professor Civil Engineering IIT Gandhinagar Hiding World of Geotechnical Engg!! Foundations Shoring Tunneling Soil Exploration Geotechnical Engg Structures
B-1 SURFACE ELEVATION
5A 5B LOGGED BY El. S. Bhangoo DRILLING CONTRACTOR Pitcher Drilling DRILLING METHOD Rotary Wash BEGIN DATE 12-14-12 SAMPLER TYPE(S) AND SIZE(S) (ID) SPT, MC BOREHOLE BACKFILL AND COMPLETION COMPLETION
UNIT I SITE INVESTIGATION AND SELECTION OF FOUNDATION Types of boring 1.Displacement borings It is combined method of sampling & boring operation. Closed bottom sampler, slit cup, or piston type is forced
IN SITU SPECIFIC GRAVITY VS GRAIN SIZE: A BETTER METHOD TO ESTIMATE NEW WORK DREDGING PRODUCTION
IN SITU SPECIFIC GRAVITY VS GRAIN SIZE: A BETTER METHOD TO ESTIMATE NEW WORK DREDGING PRODUCTION Nancy Case O Bourke, PE 1, Gregory L. Hartman, PE 2 and Paul Fuglevand, PE 3 ABSTRACT In-situ specific gravity
ENCE 3610 Soil Mechanics. Site Exploration and Characterisation Field Exploration Methods
ENCE 3610 Soil Mechanics Site Exploration and Characterisation Field Exploration Methods Geotechnical Involvement in Project Phases Planning Design Alternatives Preparation of Detailed Plans Final Design
QUESTION BANK DEPARTMENT: CIVIL SUBJECT CODE / Name: CE 2251 / SOIL MECHANICS SEMESTER: IV UNIT 1- INTRODUCTION PART - A (2 marks) 1. Distinguish between Residual and Transported soil. (AUC May/June 2012)
Geotechnical Data Report
Geotechnical Data Report ReWa Solar Farm at Durbin Creek Fountain Inn, South Carolina September 1, 2017 Terracon Project No. 86165043 Prepared for: Renewable Water Resources Greenville, South Carolina
Schedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK
2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK Parkside Lane Dewsbury Road Leeds LS11 5SX Contact: Mr K Walker Tel: +44 (0)113 385 9157 Fax: +44 (0)113 276 0472 E-Mail: Kevin.Walker@soil-engineering.co.uk
GEOTECHNICAL SUBSOIL PROPERTIES FOR WASIT GOVERNORATE
; www.jead.org Vol. 20, No.02, March 2016 ISSN 1813-7822 EVALUATION OF GEOTECHNICAL SUBSOIL PROPERTIES FOR WASIT GOVERNORATE *Hadeel Majid Hussein Assist Lecturer, Civil Engineering Department, Al-Esra'a
Underground Risk Management Course Marina Del Rey, California November, Geotechnical Data Reports. Greg Raines, PE
Underground Risk Management Course Marina Del Rey, California November, 2018 Geotechnical Data Reports Greg Raines, PE Gregory.Raines@Stantec.com Introduction What is a Geotechnical Data Report? The GDR
Dashed line indicates the approximate upper limit boundary for natural soils. C L o r O L C H o r O H
SYMBOL SOURCE 8 9 1 SOIL DATA NATURAL SAMPLE DEPTH WATER PLASTIC LIQUID PLASTICITY NO. CONTENT LIMIT LIMIT INDEX (%) (%) (%) (%) Client: County of Berthoud Project: Project No.: Boring B-2 S-1-5' 6.2 8
REPORT OF SUBSURFACE EXPLORATION
REPORT OF SUBSURFACE EXPLORATION GRAND RIVER DAM AUTHORITY HULBERT 69 KV SWITCHING STATION S. 440 Road Hulbert, Cherokee County, Oklahoma ENERCON PROJECT NO. GRDA006 MARCH 7, 2012 PREPARED FOR: C/O ENERCON
Site Investigations and Geotechnical Risk For Underground Construction Greg Raines, PE
August 14, 2017 Site Investigations and Geotechnical Risk For Underground Construction Greg Raines, PE Gregory.Raines@Stantec.com Develop Preliminary Geologic / Geotech Conceptual Model for the Project
Chapter 7 GEOMECHANICS
Chapter 7 Final SCDOT GEOTECHNICAL DESIGN MANUAL August 2008 Table of Contents Section Page 7.1 Introduction...7-1 7.2 Geotechnical Design Approach...7-1 7.3 Geotechnical Engineering Quality Assurance...7-2
Minnesota Department of Transportation Geotechnical Section Cone Penetration Test Index Sheet 1.0 (CPT 1.0)
This Cone Penetration Test (CPT) Sounding follows ASTM D 5778 and was made by ordinary and conventional methods and with care deemed adequate for the Department's design purposes. Since this sounding was
APPENDIX B: BORING LOGS
New Orleans Levee Systems Independent Levee Hurricane Katrina Investigation Team July, 6 APPENDIX B: BORING S As part of the field investigation 9 borings were performed at the sites of interest, as listed
Theory of Shear Strength
SKAA 1713 SOIL MECHANICS Theory of Shear Strength Prepared by, Dr. Hetty 1 SOIL STRENGTH DEFINITION Shear strength of a soil is the maximum internal resistance to applied shearing forces The maximum or
Lake Rotoiti Wastewater Scheme - Stage 1 Investigations. Rotorua Lakes Council
Lake Rotoiti Wastewater Scheme - Stage 1 Investigations Rotorua Lakes Council i Contents 1 Introduction...1 2 Site Description...1 3 Geological Setting...1 4 Geotechnical Investigation...1 4.1 Borehole
Principles of Foundation Engineering 8th Edition Das SOLUTIONS MANUAL
Principles of Foundation Engineering 8th Edition SOLUTIONS MANUAL Full clear download (no formatting errors) at: https://testbankreal.com/download/principles-foundation-engineering- 8th-edition-das-solutions-manual/
LEGEND BUSINESS ZONE NORTH OF AGRESEARCH BOREHOLE CPT SEISMIC CPT AUGER SCALE. Powells Road TEST PIT AGRESEARCH INNOVATION PARK. Hamilton Ring Road
LEGEND ra R aku Ru BUSINESS ZONE NORTH OF Powells Road oad AGRESEARCH BOREHOLE CPT SEISMIC CPT AUGER SCALE 3 mm TEST PIT AS121 SCPT12 TP18 BH13 TP15 2 AS125 AS126 TP14 BH12 AGRESEARCH CPT13 TP17 INNOVATION
Triaxial Shear Test. o The most reliable method now available for determination of shear strength parameters.
TOPICS Introduction Components of Shear Strength of Soils Normal and Shear Stresses on a Plane Mohr-Coulomb Failure Criterion Laboratory Shear Strength Testing Direct Shear Test Triaxial Compression Test
DATA REPORT GEOTECHNICAL INVESTIGATION GALVESTON CRUISE TERMINAL 2 GALVESTON, TEXAS
DATA REPORT GEOTECHNICAL INVESTIGATION GALVESTON CRUISE TERMINAL 2 GALVESTON, TEXAS SUBMITTED TO PORT OF GALVESTON 123 ROSENBERG AVENUE, 8TH FLOOR GALVESTON, TEXAS 77553 BY HVJ ASSOCIATES, INC. HOUSTON,
Soil strength. the strength depends on the applied stress. water pressures are required
Soil Strength Soil strength u Soils are essentially frictional materials the strength depends on the applied stress u Strength is controlled by effective stresses water pressures are required u Soil strength
SOIL MECHANICS AND APPLIED FOUNDATION ENGINEERING FUNDAMENTAL FACTS OF SOIL BEHAVIOR
SOIL MECHANICS AND APPLIED FOUNDATION ENGINEERING The Subsurface is Unknown to many and Blind Guesswork cannot be used to Determine the Character and Behavior of the Underlying Soil Conditions. FUNDAMENTAL
GEOTECHNICAL REPORT. Matanuska-Susitna Borough. Parks Highway Connections Museum Drive. Matanuska-Susitna Borough, Alaska.
Matanuska-Susitna Borough GEOTECHNICAL REPORT Parks Highway Connections Museum Drive Matanuska-Susitna Borough, Alaska March 2, 20 Prepared By: John Thornley, PE Geotechnical Engineer 333 Arctic Blvd.,
CIVE.5370 EXPERIMENTAL SOIL MECHANICS Soil Sampling, Testing, & Classification Review
DATA COLLECTION, INTERPRETATION, & ANALYSIS TO GEOTECHNICAL SOLUTIONS FLOW CHART PRIOR INFORMATION Reconnaissance Topography Geology Hydrology Environment SITE EXPLORATION Geophysics Drilling and Coring
Module 1 GEOTECHNICAL PROPERTIES OF SOIL AND OF REINFORCED SOIL (Lectures 1 to 4)
Module 1 GEOTECHNICAL PROPERTIES OF SOIL AND OF REINFORCED SOIL (Lectures 1 to 4) Topics 1.1 INTRODUCTION 1.2 GRAIN-SIZE DISTRIBUTION Sieve Analysis Hydrometer Analysis 1.3 SIZE LIMITS FOR SOILS 1.4 WEIGHT-VOLUME
Geotechnical Engineering Report
Geotechnical Engineering Report SH-9 Bridge over Wewoka Creek Hughes County, Oklahoma Job Piece No. 27059(04) July 16, 2015 Terracon Project No. 04125055 Prepared for: Holloway, Updike, and Bellen, Inc.
CPT Applications - Liquefaction 2
CPT Applications - Liquefaction 2 Peter K. Robertson CPT in Geotechnical Practice Santiago, Chile July, 2014 Definitions of Liquefaction Cyclic (seismic) Liquefaction Zero effective stress (during cyclic