eskom hole no: tpl1 project lima phase 2 sheet 1 of 1€¦ · project lima phase 2 hole no: tpl1...
TRANSCRIPT
PL1
PL2
ESKOMProject LIMA PHASE 2
HOLE No: TPL1Sheet 1 of 1
HOLE No: TPL1Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
2.75
0.00
5.32
6.25
Dry reddish brown, apparently dense in profile but potentially collapsible,intact, silty SAND. A layer of gravely cobbles (pebble marker) in a matrixof the above appear between 1.10m and 1.45m.HILL WASHP = 50 kPa
Dry, light reddish brown, loose to medium dense, intact, coarse gravellyBOULDERS (300 mm) in a matrix of slightly clayey silty sand.TALUSP = 100 kPa
Dry, light reddish brown, medium dense to dense, intact, slightly clayeysilty SAND.TRANSPORTED (Hillwash?)P 100 kPa
Scale1:30
NOTES
1) No Water Table or seepage
2) Maximum reach of machine
3) 3.Disturbed samples taken; PL1 at 1.0m and PL2 at 3.0m
4) Small to medium roots appear throughout the profile.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
KOMATSU PC 300
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1,75m
06/09/200625/01/07 16:49..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780137-83198
dot.PLOT 4014 J&W D03B
HOLE No: TPL1HOLE No: TPL1
ESKOMProject LIMA PHASE 2
HOLE No: TPU1ASheet 1 of 1
HOLE No: TPU1ASheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.15
0.00
1.00
Dry, brown, loose, micro-shattered, SAND with scattered cobbles andsmall roots.HILLWASH.P = 20kPa
Sub-rounded closely packed BOULDERS (200-1000mm diameter) in amatrix of slightly moist, light brown to brownish pink, loose, intact, clayeysilty sand. RESIDUAL GRANITE
Scale1:10
NOTES
1) No water table or seepage
2) No sample
3) Refusal on core stone granite
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CAT 325 LME/CE54
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1.75m
17/10/200625/01/07 16:46..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2779007-80761
dot.PLOT 4014 J&W D03B
HOLE No: TPU1AHOLE No: TPU1A
PL22
PL23
ESKOMProject LIMA PHASE 2
HOLE No: TPU1BSheet 1 of 1
HOLE No: TPU1BSheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.20
0.00
1.00
3.30
5.00
Dry, brown, loose, micro-shattered, SAND with scattered cobbles andsmall roots.HILLWASH.P = 20kPa
Dry, reddish brown, loose, intact, silty SAND with scattered nodules.TRANSPORTED.P =25kPa
Slightly moist to moist, light pinkish orange becoming pinkish grey withdepth speckled white, lose to medium, dense, intact, silty SAND.RESIDUAL GRANITE.P = 60 Kappa
Slightly moist, reddish brown speckled yellowish pink and black, dense,intact, slightly clayey silty SAND.RESIDUAL GRANITE.P= 300kPa
Scale1:25
NOTES
1) No water table or seepage
2) Maximum ridge of machine
3) Disturbed samples PL22 at 1.2m and PL23 at 3.5m
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CAT 325 LME/CE54
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1.75m
17/10/200625/01/07 16:46..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2779007-80761
dot.PLOT 4014 J&W D03B
HOLE No: TPU1BHOLE No: TPU1B
PL24
PL26
0.3
5.3m
ESKOMProject LIMA PHASE 2
HOLE No: TPU2Sheet 1 of 1
HOLE No: TPU2Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.30
0.00
2.30
5.30
Dry, brown, loose, micro-shattered, clayey silty SAND with scatteredcobbles and small roots.HILLWASH.P = 20kPa
Moist, light reddish brown, loose to medium dense, intact, clayey siltySAND.HILLWASH.P = 45 - 60kPa
Moist, reddish brown to grey orange speckled pinkish white and black,dense to very dense, intact, clayey silty SAND.RESIDUAL GRANITE.P = 400kPa
Scale1:25
NOTES
1) No water table or seepage
2) Maximum reach of machine
3) Disturbed sample taken: PL24 at 1.0m,PL25 at 2.0m and mixed samplePL26 at 0.3 - 5.3m
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CAT 325 LME/CE54
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1.75m
17/10/200625/01/07 16:45..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2779086-80823
dot.PLOT 4014 J&W D03B
HOLE No: TPU2HOLE No: TPU2
ESKOMProject LIMA PHASE 2
HOLE No: TPU3ASheet 1 of 1
HOLE No: TPU3ASheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.50
0.00
1.10
2.70
3.00
Dry, brown, loose, micro-shattered SAND with scattered cobbles andsmall roots.HILLWASH.P = 20kPa
Moist, light reddish brown, loose to medium dense, intact, silty SAND.HILLWASH.P = 45 kPa
Moist, reddish brown to orangish brown spackled pinkish white and black,apparently dense to very dense in profile but potentially collapsible, intact,silty SAND.RESIDUAL GRANITE.P = 70kPa
Pinkish brown to pinkish grey, moderately to highly weathered, coarsegrained, massive, medium strong to strong rock, GRANITE.
Scale1:15
NOTES
1) No water table or seepage
2) Refusal on weathered granite
3) No Sample taken
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CAT 325 LME/CE54
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1.75m
17/10/200625/01/07 16:46..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2779171-80899
dot.PLOT 4014 J&W D03B
HOLE No: TPU3AHOLE No: TPU3A
ESKOMProject LIMA PHASE 2
HOLE No: TPU3BSheet 1 of 1
HOLE No: TPU3BSheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
2.00
0.00
Sub-rounded to sub-angular, closely to scattered packed COBBLES andBOULDERS (100-1500mm diameter) in a matrix of dry to moist, brownbecoming light pink with depth, loose, intact, silty sand.RESIDUAL GRANITE.
Scale1:10
NOTES
1) No water table or seepage
2) Refusal on core stone granite
3) No sample
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CAT 325 LME/CE54
GN NTENGNOU/ VS MUASI
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1.75m
17/10/200625/01/07 16:46..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2779171-80899
dot.PLOT 4014 J&W D03B
HOLE No: TPU3BHOLE No: TPU3B
ESKOMProject LIMA PHASE 2
HOLE No: TPU4ASheet 1 of 1
HOLE No: TPU4ASheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.70
0.00
1.30
2.70
3.00
Dry, dark brown, loose, intact, silty SAND with scattered boulders 300mmdiameterHILLWASH.
Moist, reddish brown mottled yellowish pink, loose to medium dense,intact, clayey silty SAND.TRANSPORTED. P = 60kPa
Moist, pinkish brown speckled light yellowish pink ,dense, intact, siltyclayey SAND.RESIDUAL GRANITE. P = 300kPa
Brownish pink stained black at joints, highly to completely weathered,medium to coarse grained, massive, soft to moderately strong rock,GRANITE
Scale1:15
NOTES
1) No water table or seepage
2) Refusal on weathered granite
3) No sample
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CAT 325 LME/CE54
GN NTENGNOU/ VS MUASI
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1.75m
17/10/200625/01/07 16:46..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2779324-81029
dot.PLOT 4014 J&W D03B
HOLE No: TPU4AHOLE No: TPU4A
PL27
ESKOMProject LIMA PHASE 2
HOLE No: TPU4BSheet 1 of 1
HOLE No: TPU4BSheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.70
0.00
3.00
Dry, dark brown, loose, intact, slightly clayey silty SAND with scatteredboulders 300mm diameterHILLWASH.
Moist, pinkish brown speckled light yellowish pink, dense, intact, slightlyclayey silty SAND.RESIDUAL GRANITE.
Scale1:15
NOTES
1) No water table or seepage
2) Refusal on granite boulder
3) Disturbed sample PL27 AT 0.5 -3.0m
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CAT 325 LME/CE54
GN NTENGNOU/ VS MUASI
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1.75m
17/10/200625/01/07 16:46..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2779324-81029
dot.PLOT 4014 J&W D03B
HOLE No: TPU4BHOLE No: TPU4B
ESKOMProject LIMA PHASE 2
HOLE No: TPU5Sheet 1 of 1
HOLE No: TPU5Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.40
0.00
1.70
Sub-angular closely to scattered packed COBBLES and BOULDERS(100-300mm diameter) in a matrix of dry brown loose intact silty sand.RESIDUAL GRANITE.
Brownish pink stained black at joints, moderately to highly weathered,medium to coarse grained, massive, closely to widely jointed, mediumstrong to strong rock, GRANITE.
Scale1:10
NOTES
1) No water table or seepage
2) Refusal on weathered granite
3) No sample
4) The matrix material of the first layer is Hillwash filling the voids between
5) resdual core stones.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CAT 325 LME/CE54
GN NTENGNOU/ VS MUASI
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1.75m
17/10/200625/01/07 16:45..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2779470-81284
dot.PLOT 4014 J&W D03B
HOLE No: TPU5HOLE No: TPU5
ESKOMProject LIMA PHASE 2
HOLE No: TPU6Sheet 1 of 1
HOLE No: TPU6Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.50
0.00
1.00
2.70
3.90
Sub-angular closely to scattered packed COBBLES and BOULDERS(100-300mm diameter) in a matrix of dry, brown, loose, intact, silty sand.RESIDUAL GRANITE.
Moist, reddish brown, loose to medium dense, intact, silty clayey SANDwith scattered nodules.TRANSPORTED.P = 50kPa
Dry, reddish brown to brownish pink, medium dense to dense in profilebut potentially collapsible, intact, silty SAND with scattered boulders(300-500mm diameter).RESIDUAL GRANITE.P = 50 - 80kPa
Brownsih pink mottled yellowish white, highly to completely weathered,medium to coarse grained, massive, soft to medium strong rock, GRANITE
Scale1:20
NOTES
1) No water table or seepage
2) Refusal on core stone granite
3) No sample
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CAT 325 LME/CE54
GN NTENGNOU/ VS MUASI
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1.75m
17/10/200625/01/07 16:45..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2779098-81305
dot.PLOT 4014 J&W D03B
HOLE No: TPU6HOLE No: TPU6
ESKOMProject LIMA PHASE 2
HOLE No: TPU7ASheet 1 of 1
HOLE No: TPU7ASheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.50
0.00
1.30
3.00
Dry, dark brown, loose, intact, silty SAND with scattered boulders in situ(200-1000mm diameter).HILLWASH.
Moist, reddish brown, medium dense, intact, silty clayey SAND withnodules.RESIDUAL GRANITE. P = 50kPa
Moist, pinkish brown to yellowish brown, dense, intact, silty SAND withsub-angular to sub-rounded scattered boulders (200-2400mm diameter)
Scale1:15
NOTES
1) No water table or seepage
2) Refusal on core stone granite
3) No sample
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CAT 325 LME/CE54
GN NTENGNOU/ VS MUASI
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1.75m
17/10/200625/01/07 16:46..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2778841-81073
dot.PLOT 4014 J&W D03B
HOLE No: TPU7AHOLE No: TPU7A
PL28
4.0m
ESKOMProject LIMA PHASE 2
HOLE No: TPU7BSheet 1 of 1
HOLE No: TPU7BSheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.50
0.00
1.30
4.30
Dry, dark brown, loose, intact, silty SAND with scattered boulders in situ(200-1000mm diameter).HILLWASH.
Moist, reddish brown, medium dense, intact, clayey silty SAND withnodules.RESIDUAL GRANITE. P = 50kPa
Moist, pinkish brown to yellowish brown, dense, intact, clayey silty SANDwith sub-angular to sub-rounded scattered boulders (200-2400mmdiameter)
Scale1:20
NOTES
1) No water table or seepage
2) Maximum ridge of the machine
3) Disturbed sample PL28 at 0.5m - 4.0m
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CAT 325 LME/CE54
GN NTENGNOU/ VS MUASI
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1.75m
17/10/200625/01/07 16:46..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2778841-81073
dot.PLOT 4014 J&W D03B
HOLE No: TPU7BHOLE No: TPU7B
PL30
PL312.8
5.0m
ESKOMProject LIMA PHASE 2
HOLE No: TPU 8Sheet 1 of 1
HOLE No: TPU 8Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.20
0.00
1.40
2.80
5.00
Dry, dark brown, loose, intact, silty SAND with small roots.HILLWASH.P = 25kPa
Moist, reddish brown, medium dense to dense but potentially collapsiblein places, intact, clayey silty SAND with some ferricrete nodules at around0.4m-0.8m.RESIDUAL GRANITE.P = 50kPa
Moist, reddish brown mottled white and yellowish brown, medium denseto dense in profile but potentially collapsible intact fine clayey silty SAND.RESIDUAL GRANITE.P = 70 kPa
Moist to very moist, brownish pink mottled yellowish white and grey, firmto stiff, intact, sandy clayey SILT.RESDUAL GRANITE (SHEAR ZONE?) P = 200kPa Clay material isdipping to Lower Resevoir.
Scale1:25
NOTES
1) No water table or seepage
2) on weathered granite
3) Mixed disturbed sample PL30 at 1.4 - 2.8m and PL31 at 2.8 - 5.0m
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CAT 325 LME/CE54
GN NTENGNOU/ VS MUASI
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1.75m
18/10/200625/01/07 16:45..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2778600-80920
dot.PLOT 4014 J&W D03B
HOLE No: TPU 8HOLE No: TPU 8
PL32
2.7m
ESKOMProject LIMA PHASE 2
HOLE No: TPU 9Sheet 1 of 1
HOLE No: TPU 9Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.20
0.00
0.70
1.80
2.60
2.80
Dry, dark brown, loose, intact, silty SAND with small roots.HILLWASH.P = 25kPa
Sub-rounded to rounded closely packed ferricrete nodules in the matrix ofslightly moist reddish brown, medium dense to dense, intact, slightlyclayey silty SAND. RESIDUAL GRANITE.P = 45kPa
Moist, reddish brown, loose to medium dense in profile but potentiallycollapsible, intact, slightly clayey silty SAND.RESIDUAL GRANITE.P = 30kPa
Moist, brownish orange to brownish pink, medium dense to dense inprofile but potentially collapsible, intact, slightly clayey silty SAND.RESIDUAL GRANITE.P = 70kPa
Brownish pink, highly to completely weak, fine to medium grained,massive, intact, medium hard rock.GRANITE.
Scale1:15
NOTES
1) No water table or seepage
2) Refusal on weathered granite
3) Mixed disturbed sample PL32 at 0.2 - 2.7m
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CAT 325 LME/CE54
GN NTENGNOU/ VS MUASI
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1.75m
18/10/200625/01/07 16:45..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2778320-80760
dot.PLOT 4014 J&W D03B
HOLE No: TPU 9HOLE No: TPU 9
PL29
2.8m
ESKOMProject LIMA PHASE 2
HOLE No: TPU 10Sheet 1 of 1
HOLE No: TPU 10Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.30
0.00
1.50
2.80
5.00
Dry, dark brown, loose, intact, silty SAND with small roots.HILLWASH.P = 25kPa
Moist, reddish brown, dense, intact, clayey silty SAND with scatteredferricrete nodules.RESIDUAL GRANITE. P = 100kPa
Moist to very moist, reddish brown to brownish orange, medium dense todense in profile but potentially collapsible, intact, clayey silty SAND.RESIDUAL GRANITE.P =60kPa
Moist to very moist, light reddish brown to whitish pink speckled orange,dense, intact, silty SAND with scattered boulders (250mm).RESIDUAL GRANITE.P =150kPa
Scale1:25
NOTES
1) No water table or seepage
2) Refusal on weathered granite
3) Mixed sample PL29 at 1.5 - 2.8m
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CAT 325 LME/CE54
GN NTENGNOU/ VS MUASI
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1.75m
18/10/200625/01/07 16:45..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2778550-80230
dot.PLOT 4014 J&W D03B
HOLE No: TPU 10HOLE No: TPU 10
ESKOMProject LIMA PHASE 2
HOLE No: TPU 11Sheet 1 of 1
HOLE No: TPU 11Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
1.10
0.00
2.00
2.80
2.90
Slightly moist, reddish brown speckled brownish orange, medium denseto dense, intact, silty SAND.HILLWASH.P = 100-150kPa
Slightly moist to moist, pinkish brown to brownish orange speckled whitishpink and greyish orange, medium dense to dense, intact, silty SAND.RESIDUAL GRANITE.P = 100kPa
Slightly moist to moist, brownish pink to brownish orange, dense to verydense, intact, silty SAND with scattered boulders (200-900mm diameter).RESIDUAL GRANITE.P = 200kPa
Reddish brown to greyish brown mottled whitish pink, medium to coarsegrained, intensely very soft to medium hard rock.GRANITE.
Scale1:15
NOTES
1) No water table or seepage
2) No sample
3) Refusal on weathered core stone granite
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CAT 325 LME/CE54
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1.75m
17/10/200625/01/07 16:46..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2778769-81030
dot.PLOT 4014 J&W D03B
HOLE No: TPU 11HOLE No: TPU 11
ESKOMProject LIMA PHASE 2
HOLE No: TPU 12Sheet 1 of 1
HOLE No: TPU 12Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.30
0.00
1.50
2.80
5.00
Dry, dark brown, loose, intact, silty SAND with small roots.HILLWASH.P = 25kPa
Moist, reddish brown, dense, intact, clayey silty SAND with scatteredferricrete nodules.RESIDUAL GRANITE. P = 100kPa
Moist to very moist, reddish brown to brownish orange, medium dense todense in profile but potentially collapsible, intact, clayey silty SAND.RESIDUAL GRANITE.P =60kPa
Moist to very moist, light reddish brown to whitish pink speckled orange,dense, intact, silty SAND with scattered boulders (250mm).RESIDUAL GRANITE.P =150kPa
Scale1:25
NOTES
1) No water table or seepage
2) on weathered granite
3) No sample taken
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CAT 325 LME/CE54
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1.75m
18/10/200625/01/07 16:46..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2778440-80200
dot.PLOT 4014 J&W D03B
HOLE No: TPU 12HOLE No: TPU 12
ESKOMProject LIMA PHASE 2
HOLE No: TPU 13Sheet 1 of 1
HOLE No: TPU 13Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.30
0.00
1.00
2.40
Dry, dark brown, loose, intact, silty SAND with small roots.HILLWASH.P = 25kPa
Moist, reddish brown, dense, intact, clayey silty SAND with scatteredferricrete nodules.RESIDUAL GRANITE. P = 100kPa
Moist to very moist, orangish brown stained black at joints, medium denseto very dense in profile but potentially collapsible in places, intact, siltySAND with scattered sub-angular boulders (200-600mm diameter).RESIDUAL GRANITE.P = 200kPa
Scale1:15
NOTES
1) No water table or seepage
2) on moderately to highly weathered granite boulder
3) No sample taken
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CAT 325 LME/CE54
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1.75m
18/10/200625/01/07 16:46..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2779984-83258
dot.PLOT 4014 J&W D03B
HOLE No: TPU 13HOLE No: TPU 13
ESKOMProject LIMA PHASE 2
HOLE No: TPL3Sheet 1 of 1
HOLE No: TPL3Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
1.00
0.00
2.20
4.30
5.40
Slightly moist, dark reddish brown, dense, intact, clayey silty SAND.Presence of small to medium rootsHILLWASHP = 150 kPa
Sub-rounded closely to scatterely packed coarse GRAVEL andBOULDERS in a matrix of slightly moist to moist reddish brown, dense,intact, clayey silty sand. Presence of small roots.TALUSP= 150 kPa
Dry reddish grayish brown, medium dense and collapsible, intact, siltySAND with scattered rounded to sub-rounded medium to coarse gravel.TRANSPORTED (Hillwash?)
Slightly moist reddish brown, dense, intact, silty SAND.TRANSPORTED (Hillwash)P = 250 kPa
Scale1:25
NOTES
1) No water table or seepage
2) Maximum reach of machine
3) No Sample
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
KOMATSU PC 300
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1,75m
07/09/200625/01/07 16:49..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780113-83472
dot.PLOT 4014 J&W D03B
HOLE No: TPL3HOLE No: TPL3
PL
PL4
4.10m
PL10
PL
1-
5m
ESKOMProject LIMA PHASE 2
HOLE No: TPL4Sheet 1 of 1
HOLE No: TPL4Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
1.10
0.00
5.60
Moist, dark reddish brown, dense, shattered, clayey silty SANDHILL WASHP = 150kPa
Moist, dark reddish brown, dense, intact, slightly clayey silty SAND withscattered coarse gravel and cobbles.TRANSPORTED (HILLWASH?)P = 250 kPa
Scale1:30
NOTES
1) No water table or seepage
2) Maximum reach of machine
3) Undisturbed samples PL 3 at 0.55m and PL4 at 4.10m
4) Disturbed samples PL 9 at 0.5m, PL10 at 4.m and PL 13 at 1- 5m.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
KOMATSU PC 300
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1,75m
07/09/200625/01/07 16:49..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780043-83353
dot.PLOT 4014 J&W D03B
HOLE No: TPL4HOLE No: TPL4
ESKOMProject LIMA PHASE 2
HOLE No: TPL5Sheet 1 of 1
HOLE No: TPL5Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.20
0.00
4.50
Dry to slightly moist, dark brown, loose, intact, silty SANDHILL WASHP = 25kPa
Reddish brown grey in places speckled black and yellowish orange,medium to highly weathered, medium to coarse grained, very closelyjointed, massive, weak to medium strong rock, DIORITE.
Scale1:25
NOTES
1) No water table or seepage
2) Partial refusal on moderately to highly weathered diorite
3) Highly weathered continuous lenses of shear zones
4) Rock mass jointed into blocks (70 X70 mm) and (300 X 300mm)
5) The excavated materials appears as a sandy gravely cobbles
6) No sample taken
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
KOMATSU PC 300
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1,75m
08/09/200625/01/07 16:49..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780626-83778
dot.PLOT 4014 J&W D03B
HOLE No: TPL5HOLE No: TPL5
ESKOMProject LIMA PHASE 2
HOLE No: TPL6Sheet 1 of 1
HOLE No: TPL6Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.20
0.00
2.00
Dry to slightly moist, dark brown, loose, intact, silty SANDHILL WASHP = 25kPa
Reddish brown grey in places speckled black and yellowish orange,medium to highly weathered, medium to coarse grained, very closelyjointed, massive, weak to medium strong rock, DIORITE
Scale1:10
NOTES
1) No water table or seepage
2) Partial refusal on moderately to highly weathered diorite
3) Highly weathered continuous lenses of shear zones
4) Rock mass jointed into blocks (70 X70 mm) and (300 X 300mm)
5) The excavated materials appears as a sandy gravely cobbles
6) No sample taken
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
KOMATSU PC 300
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1,75m
08/09/200625/01/07 16:45..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780596-83645
dot.PLOT 4014 J&W D03B
HOLE No: TPL6HOLE No: TPL6
ESKOMProject LIMA PHASE 2
HOLE No: TPL7Sheet 1 of 1
HOLE No: TPL7Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.20
0.00
1.50
Dry to slightly moist, dark brown, loose, intact, silty SANDHILL WASHP = 25kPa
Reddish brown grey in places speckled black and yellowish orange,medium to highly weathered, medium to coarse grained, very closelyjointed, massive, weak to medium strong rock, DIORITE
Scale1:10
NOTES
1) No water table or seepage
2) Partial refusal on moderately to highly weathered diorite
3) Highly weathered continuous lenses of shear zones
4) Rock mass jointed into blocks (70 X70 mm) and (300 X 300mm)
5) The excavated materials appears as a sandy gravely cobbles
6) No sample taken
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
KOMATSU PC 300
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1,75m
08/09/200625/01/07 16:45..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780538-83584
dot.PLOT 4014 J&W D03B
HOLE No: TPL7HOLE No: TPL7
ESKOMProject LIMA PHASE 2
HOLE No: TPL8Sheet 1 of 1
HOLE No: TPL8Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.65
0.00
3.65
4.65
Closely packed gravel (70%), sub-rounded to subangular, medium strong,moderately to highly weathered, dolerite and granite, coarse GRAVELand BOULDERS ( 60 mm - 350 mm) in a a matrix of dry, dark brown,loose, intact silty sand.COLLUVIUMSP = 60kPa
Dry, black greenish white, streaked reddish brown at the upper part,medium dense to dense, intact, SAND.RESIDUAL DIORITEP = 200 kPa
Dark greenish white, disintegrated to decomposed, massive, medium toclosely jointed, very weak to weak, medium grained DIORITE.P = 400 kPa
Scale1:25
NOTES
1) No water table or seepage
2) Refusal on weathered diorite
3) Randomly orientated anorthosite veins
4) No Sample taken
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
KOMATSU PC 300
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1,75m
11/09/200625/01/07 16:45..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2779945-83174
dot.PLOT 4014 J&W D03B
HOLE No: TPL8HOLE No: TPL8
ESKOMProject LIMA PHASE 2
HOLE No: TPL 9Sheet 1 of 1
HOLE No: TPL 9Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.60
0.00
1.40
2.60
3.60
5.50
5.70
Dry, reddish brown, medium dense, intact, silty SAND.HILLWASHP = 50 kPa
Closely packed gravel (70%), sub-rounded to subangular, medium strong,moderately to highly weathered, dolerite and granite, coarse GRAVELand BOULDERS ( 60 mm - 350 mm) in a a matrix of dry, dark brown,loose, intact, silty sand.COLLUVIUMSP = 200 kPa
Dry reddish brown, dense, intact, gravelly silty SAND.HILLWASHP = 100 kPa
Closely packed gravel (70%), sub-rounded to subangular, medium strong,moderately to highly weathered, dolerite and granite, coarse GRAVELand BOULDERS ( 60 mm - 350 mm) in a a matrix of dry, dark brown,loose, intact, silty sand.COLLUVIUMSP = 250 kPa
Dry, black greenish white, streaked reddish brown at the upper part,medium dense to dense, intact, SAND.RESIDUAL DIORITEP = 200 kPa
Dark greenish white, disintegrated to decomposed, massive, medium toclosely jointed, very weak to weak, medium grained, DIORITE.P = 450 kPa
Scale1:30
NOTES
1) No water table or seepage
2) Potential refuse on weathered diorite
3) No sample taken
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
KOMATSU PC 300
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1,75m
11/09/200625/01/07 16:45..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2779984-83258
dot.PLOT 4014 J&W D03B
HOLE No: TPL 9HOLE No: TPL 9
ESKOMProject LIMA PHASE 2
HOLE No: Hole TPL2Sheet 1 of 1
HOLE No: Hole TPL2Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
1.30
0.00
6.10
Dry, dark reddish brown, medium dense becoming dense with depth butpotentially collapsible, intact, clayey silty fine SAND. Presence of mediumsize roots.HILLWASHP = 50 - 100 kPa
Slightly moist, light reddish brown, apparently dense in profile butcollapsible, intact, clayey silty SAND, with scattered coarse gravel.Presence of small roots.HILL WASHP = 100 kPa
Scale1:30
NOTES
1) No water table on seepage
2) Maximum reach of machine
3) No sample taken
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
KOMATSU PC 300
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1,75m
07/09/200625/01/07 16:49..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780155-83328
dot.PLOT 4014 J&W D03B
HOLE No: Hole TPL2HOLE No: Hole TPL2
ESKOMProject LIMA PHASE 2
HOLE No: TPL10Sheet 1 of 1
HOLE No: TPL10Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
1.40
0.00
5.90
Dry reddish brown, medium dense, intact, silty SAND comprising scaterlypark (30 - 40 %) subrounded strong moderately weathered granite anddiorite, coarse GRAVEL, PEBBLES and BOULDERS.COLLUVIUMSP = 150kPa
Tightly park abundant (60 - 70%) subrounded to rounded strong dioriteand granite coarse GRAVEL PEBBLES and COBBLES in a matrix of dryreddish brown, dense intact, silty sandALLUVIUMP = 300kPa
Scale1:30
NOTES
1) water table or seepage
2) Maximum reach of machine
3) No sample
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
KOMATSU PC 300
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1,75m
11/09/200625/01/07 16:48..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780102-83596
dot.PLOT 4014 J&W D03B
HOLE No: TPL10HOLE No: TPL10
PL5
PL7
PL6
PL8
ESKOMProject LIMA PHASE 2
HOLE No: TPL11Sheet 1 of 1
HOLE No: TPL11Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.80
0.00
2.55
2.95
3.45
5.00
Slightly moist, dark brown, dense, intact, silty clayey SANDHILL WASHP = 100kPa
Moist, very dark brown to black, stiff to very stiff, intact, silty CLAYHILL WASHP = 300kPa
Slightly moist, light greenish brown, dense, intact, silty sandy CLAY withscattered gravelHILL WASHP = 250kPa
Moist, very dark brown to black, stiff to very stiff, intact, silty sandy CLAYHILL WASHP = 300kPa
Closely packed medium to coarse GRAVEL PEBBLES and COBBLES(60 - 80%) subrounded to rounded moderately weathered granite anddiorite in a matrix of moist reddish brown, medium dense, intact, silty sandCOLLUVIUMS
Scale1:25
NOTES
1) No water table or seepage
2) Partial refusal on cobbles and boulders
3) Disturbed samples PL5 at 0.5m and PL7 at 2.70m
4) Undisturbed samples PL6 at 0.55 and PL8 at 2.75m
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
KOMATSU PC 300
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1,75m
11/09/200625/01/07 16:48..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780216-83668
dot.PLOT 4014 J&W D03B
HOLE No: TPL11HOLE No: TPL11
ESKOMProject LIMA PHASE 2
HOLE No: TPL12Sheet 1 of 1
HOLE No: TPL12Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.20
0.00
1.50
Dry to slightly moist, dark brown, loose, intact, silty SANDHILL WASHP = 25kPa
Reddish brown grey in places speckled black and yellowish orange,medium to highly weathered, medium to coarse grained, very closelyjointed, massive, weak to medium strong rock, DIORITE
Scale1:10
NOTES
1) No water table or seepage
2) Partial refusal on moderately to highly weathered diorite
3) Highly weathered continuous lenses of shear zones
4) Rock mass jointed into blocks (70 X70 mm) and (300 X 300mm)
5) The excavated materials appears as a sandy gravely cobbles
6) No sample taken
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
KOMATSU PC 300
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1,75m
22/09/200625/01/07 16:48..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780953-83535
dot.PLOT 4014 J&W D03B
HOLE No: TPL12HOLE No: TPL12
ESKOMProject LIMA PHASE 2
HOLE No: TPL13Sheet 1 of 1
HOLE No: TPL13Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.50
0.00
1.30
Dry to slightly moist, dark brown, loose, intact, silty SANDHILL WASHP = 25kPa
Reddish brown grey in places speckled black and yellowish orange,medium to highly weathered, medium to coarse grained, very closelyjointed, massive, weak to medium strong rock, DIORITE
Scale1:10
NOTES
1) No water table or seepage
2) Partial refusal on moderately to highly weathered diorite
3) Highly weathered continuous lenses of shear zones
4) Rock mass jointed into blocks (70 X70 mm) and (300 X 300mm)
5) The excavated materials appears as a sandy gravely cobbles
6) No sample taken
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
KOMATSU PC 300
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1,75m
22/09/200625/01/07 16:48..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780733-83592
dot.PLOT 4014 J&W D03B
HOLE No: TPL13HOLE No: TPL13
ESKOMProject LIMA PHASE 2
HOLE No: TPL14Sheet 1 of 1
HOLE No: TPL14Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.20
0.00
1.50
Dry to slightly moist, dark brown, loose, intact, silty SANDHILL WASHP = 25kPa
Reddish brown grey in places speckled black and yellowish orange,medium to highly weathered, medium to coarse grained, very closelyjointed, massive, weak to medium strong rock, DIORITE
Scale1:10
NOTES
1) No water table or seepage
2) Partial refusal on moderately to highly weathered diorite
3) Highly weathered continuous lenses of shear zones
4) Rock mass jointed into blocks (70 X70 mm) and (300 X 300mm)
5) The excavated materials appears as a sandy gravely cobbles
6) No sample
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
Ford 550
GN NTENGNOU/VS MUASI
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
0.5m
03/10/200625/01/07 16:48..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780402-83636
dot.PLOT 4014 J&W D03B
HOLE No: TPL14HOLE No: TPL14
ESKOMProject LIMA PHASE 2
HOLE No: TPL 15Sheet 1 of 1
HOLE No: TPL 15Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.60
0.00
1.60
Dry, reddish brown, dense, intact, silty SAND with roots.HILL WASHP = 200kPa
Sub-rounded closely to scatterely packed, coarse GRAVEL andBOULDERS (0.5 - 1.0 m) in a matrix of dry to slightly moist, reddishbrown, dense, intact, clayey silty sand.ALLUVIUMP= 150kPa
Scale1:10
NOTES
1) No water table or seepage
2) Partial refusal on Diorite boulders.
3) No samples
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
Ford 550
GN NTENGNOU/VS MUASI
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
0.5m
04/10/200625/01/07 16:48..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780260-83436
dot.PLOT 4014 J&W D03B
HOLE No: TPL 15HOLE No: TPL 15
ESKOMProject LIMA PHASE 2
HOLE No: TPL 16Sheet 1 of 1
HOLE No: TPL 16Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.50
0.00
2.50
mDry, dark reddish brown, dense, shattered, silty fine SANDHILL WASHP = 150 kPa
Dry, dark reddish brown, dense, intact, silty fine SAND with scatteredcoarse gravel and cobbles.TRANSPORTED (HILL WASH?)P = 300 kPa
Scale1:15
NOTES
1) No water table or seepage
2) Maximum reach of machine
3) See TPL 4 for samples.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
Ford 550
GN NTENGNOU/VS MUASI
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
0.5m
04/10/200625/01/07 16:49..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780249-83298
dot.PLOT 4014 J&W D03B
HOLE No: TPL 16HOLE No: TPL 16
ESKOMProject LIMA PHASE 2
HOLE No: TPL 17Sheet 1 of 1
HOLE No: TPL 17Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
1.00
0.00
1.50
Dry, dark brown, medium, dense to dense, intact, silty SAND.HILLWASHP = 100kPa.
Dry to slightly moist, yellowish brown speckled white and black, verydense, intact, silty SAND with scattered gravels cobbles and boulders(100 - 300mm).HILL WASH?P = 300 kPa.
Scale1:10
NOTES
1) No water table or seepage
2) Partial refusal on boulders
3) No samples
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
Ford 550
GN NTENGNOU/VS MUASI
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
0.5m
05/10/200625/01/07 16:49..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780406-83472
dot.PLOT 4014 J&W D03B
HOLE No: TPL 17HOLE No: TPL 17
ESKOMProject LIMA PHASE 2
HOLE No: TPL18Sheet 1 of 1
HOLE No: TPL18Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.20
0.00
1.50
Dry to slightly moist, dark brown, loose, intact, silty SANDHILL WASHP = 25kPa
Reddish brown grey in places speckled black and yellowish orange,medium to highly weathered, medium to coarse grained, very closelyjointed, massive, weak to medium strong rock, DIORITE
Scale1:10
NOTES
1) No water table or seepage
2) Partial refusal on moderately to highly weathered diorite
3) Highly weathered continuous lenses of shear zones
4) Rock mass jointed into blocks (70 X70 mm) and (300 X 300mm)
5) The excavated materials appears as a sandy gravely cobbles
6) No sample
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
KOMATSU PC 300
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1,75m
20/09/200625/01/07 16:49..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780596-83365
dot.PLOT 4014 J&W D03B
HOLE No: TPL18HOLE No: TPL18
PL
2m
ESKOMProject LIMA PHASE 2
HOLE No: TPL 19Sheet 1 of 1
HOLE No: TPL 19Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
1.10
0.00
2.50
Slightly moist, dark reddish brown, dense, intact, silty clayey SAND.HILLWASHP = 150kPa
Dry to slightly moist, light reddish brown, dense, intact, slightly clayey siltySAND with scattered fine to coarse gravel.HILLWASHP = 200 kPa
Scale1:15
NOTES
1) No water table or seepage
2) Stopped at required depth
3) Disturbed samples PL 19 at 0.5m and PL 20 at 2m
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
KOMATSU PC 300
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1,75m
21/09/200625/01/07 16:49..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780799-83298
dot.PLOT 4014 J&W D03B
HOLE No: TPL 19HOLE No: TPL 19
ESKOMProject LIMA PHASE 2
HOLE No: TPL20Sheet 1 of 1
HOLE No: TPL20Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.20
0.00
1.70
Dry to slightly moist, dark brown, loose, intact, silty SANDHILL WASHP = 25kPa
Reddish brown grey in places speckled black and yellowish orange,medium to highly weathered, medium to coarse grained, very closelyjointed, massive, weak to medium strong rock, DIORITE
Scale1:10
NOTES
1) No water table or seepage
2) Partial refusal on moderately to highly weathered diorite
3) Highly weathered continuous lenses of shear zones
4) Rock mass jointed into blocks (70 X70 mm) and (300 X 300mm)
5) The excavated materials appears as a sandy gravely cobbles
6) No sample taken
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
KOMATSU PC 300
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1,75m
21/09/200625/01/07 16:49..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780795-83035
dot.PLOT 4014 J&W D03B
HOLE No: TPL20HOLE No: TPL20
ESKOMProject LIMA PHASE 2
HOLE No: TPL 21Sheet 1 of 1
HOLE No: TPL 21Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.70
0.00
2.10
Dry, brown, loose, intact, silty SAND presence of roots.HILL WASH?P = 20 kPa
Dry to slightly moist, yellowish brown speckled white and black,dense,intact, silty SAND with scattered gravels cobbles and boulders (100 -300mm).HILL WASH?P = 100 kPa.
Scale1:10
NOTES
1) No water table or seepage
2) Partial refusal on boulders
3) No samples taken
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
Ford 550
GN NTENGNOU/VS MUASI
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
0.5m
05/10/200625/01/07 16:49..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780710-82876
dot.PLOT 4014 J&W D03B
HOLE No: TPL 21HOLE No: TPL 21
ESKOMProject LIMA PHASE 2
HOLE No: TPL 22Sheet 1 of 1
HOLE No: TPL 22Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
1.00
0.00
2.70
Dry, brown loose, intact, silty SAND with scattered gravels cobbles andboulders (100 - 300mm), presence of rootsHILL WASH?P = 20 kPa
Dry to slightly moist, yellowish brown speckled white and black, dense,intact, silty SAND with scattered gravels cobbles and boulders (100 -300mm).HILL WASH?P = 100 kPa.
Scale1:15
NOTES
1) No water table or seepage
2) Maximum reach of machine
3) No samples taken
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
Ford 550
GN NTENGNOU/VS MUASI
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
0.5m
05/10/200625/01/07 16:49..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780552-83014
dot.PLOT 4014 J&W D03B
HOLE No: TPL 22HOLE No: TPL 22
1.5m
ESKOMProject LIMA PHASE 2
HOLE No: TPL 23Sheet 1 of 1
HOLE No: TPL 23Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.80
0.00
1.70
Dry, light yellowish brown speckled white and black, very dense, intact,silty SAND.HILLWASHP = 300 kPa
Slightly moist, reddish brown speckled black, very dense, intact, clayeysilty SAND with scattered gravels and cobbles.HILLWASHP = 300 kPa.
Scale1:10
NOTES
1) No water table or seepage
2) partial refusal on very dense soil
3) Disturbed samples PL 21 at 1.5m
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
Ford 550
GN NTENGNOU/VS MUASI
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
0.5m
05/10/200625/01/07 16:49..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780328-82993
dot.PLOT 4014 J&W D03B
HOLE No: TPL 23HOLE No: TPL 23
ESKOMProject LIMA PHASE 2
HOLE No: TPL 24Sheet 1 of 1
HOLE No: TPL 24Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.50
0.00
2.00
Dry, dark reddish brown, dense, shattered, silty fine SANDHILL WASHP = 150 kPa
Dry, dark reddish brown,dense,intact, silty fine SAND with scatteredcoarse gravel and cobbles.TRANSPORTED (HILL WASH?)P = 300 kPa
Scale1:10
NOTES
1) No water table or seepage
2) Maximum reach of machine
3) See TPL 4 for samples.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
Ford 550
GN NTENGNOU/VS MUASI
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
0.5m
04/10/200625/01/07 16:49..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780251-83104
dot.PLOT 4014 J&W D03B
HOLE No: TPL 24HOLE No: TPL 24
PL11
PL12
PL
ESKOMProject LIMA PHASE 2
HOLE No: TPL 25Sheet 1 of 1
HOLE No: TPL 25Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
1.00
0.00
2.30
Slightly moist to moist, dark brown, firm, slickensided and shattered, siltyclayey SAND with scattered coarse gravel and cobbles.HILLWASHP = 100 kPa
Slightly moist, light yellowish brown, mottled dark brown, dense, intact,bio-turbeted silty clayey SAND.RESIDUAL DIORITEP = 250 kPa
Scale1:15
NOTES
1) No Water Table or seepage
2) Stopped at required depth
3) Disturbed samples PL11 at 0.3m, PL12 at 0.55m, PL13 at1.60m and PL14 at 1.70m
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
KOMATSU PC 300
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1,75m
19/09/200625/01/07 16:49..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780551-84564
dot.PLOT 4014 J&W D03B
HOLE No: TPL 25HOLE No: TPL 25
PL
PL
0.3m
1.5m
ESKOMProject LIMA PHASE 2
HOLE No: TPL 26Sheet 1 of 1
HOLE No: TPL 26Sheet 1 of 1
JOB NUMBER: H475702JOB NUMBER: H475702
0.50
0.00
0.65
1.70
1.90
Slightly moist to moist, dark brown speckled white, firm to stiff, shatteredsilty clayey SAND.HILLWASHP = 250 kPa.
Slightly moist, dark brownish grey, loose to medium dense, intact, clayeySAND.HILLWASHP = 30 kPa
Slightly moist to moist, dark brown, firm to stiff, micro-shattered, siltysandy CLAY.HILLWASHP = 250 kPa
Slightly moist to moist, light yellowish brown, dense, intact, clayey siltySAND with scattered coarse gravel and boulders.RESIDUAL DIORITEP = 300 kPa
Scale1:10
NOTES
1) No Water Table or seepage
2) Partial refusal
3) Disturbed samples PL 15 at 0.3 - 1.4m, PL 16 at 0.3m and PL 17 at 1.5m
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
KOMATSU PC 300
GN NTENGNOU
STANDARD.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
1,75m
19/09/200625/01/07 16:49..C:\DOT4000\TEXT\ALL.TXT
ELEVATION :X-COORD :Y-COORD :
2780908-84839
dot.PLOT 4014 J&W D03B
HOLE No: TPL 26HOLE No: TPL 26