eskom hole no: tpl1 project lima phase 2 sheet 1 of 1€¦ · project lima phase 2 hole no: tpl1...

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PL1 PL2 ESKOM Project LIMA PHASE 2 HOLE No: TPL1 Sheet 1 of 1 HOLE No: TPL1 Sheet 1 of 1 JOB NUMBER: H475702 JOB 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 matrix of the above appear between 1.10m and 1.45m. HILL WASH P = 50 kPa Dry, light reddish brown, loose to medium dense, intact, coarse gravelly BOULDERS (300 mm) in a matrix of slightly clayey silty sand. TALUS P = 100 kPa Dry, light reddish brown, medium dense to dense, intact, slightly clayey silty SAND. TRANSPORTED (Hillwash?) P 100 kPa Scale 1:30 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 06/09/2006 25/01/07 16:49 ..C:\DOT4000\TEXT\ALL.TXT ELEVATION : X-COORD : Y-COORD : 2780137 -83198 dot.PLOT 4014 J&W D03B HOLE No: TPL1 HOLE No: TPL1

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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