39
TP1A BKS (PTY) LTD REDHOUSE CHELSEA ARTERIAL GEOTECHNICAL INVESTIGATION HOLE No: TH 01 Sheet 1 of 1 HOLE No: TH 01 Sheet 1 of 1 JOB NUMBER: 400359 JOB NUMBER: 400359 0.51 0.00 0.86 Slightly moist, dark blackish grey, very loose, intact, silty fine grained SAND with occasional sandstone boulders, rootlets: Colluvial. Light grey mottled yellow brown, moderately weathered, fractured, medium hard to hard rock, fine grained, slightly oxidized, SANDSTONE: Peninsula Formation. Scale 1:10 NOTES 1) Near-refusal. 2) No water table. 3) Sample taken from TP1A 0--0.51m. 4) Photo. 5) Ease of Excavation: Hard. 6) Duration of Excavation: 10 minutes. CONTRACTOR : MACHINE : DRILLED BY : PROFILED BY : TYPE SET BY : SETUP FILE : CASE 695 SUPER-R D JEFFERYS M RICHARDS TP-TT-A4.SET INCLINATION : DIAM : DATE : DATE : DATE : TEXT : 14/04/2010 14/05/10 09:15 ..C:\DOTPLOT\40830E~1.TXT ELEVATION : X-COORD : Y-COORD : 33d56'07.8''S 25d28'17.7''E dot.PLOT 5008 J&W D06C D48 HOLE No: TH 01 HOLE No: TH 01

BKS (PTY) LTD HOLE No: TH 01 REDHOUSE CHELSEA … E... · d06c d48 dot.plot 5008 j&w hole no: th 39. tp40a bks (pty) ltd redhouse chelsea arterial geotechnical investigation hole

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TP1A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 01Sheet 1 of 1

HOLE No: TH 01Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.51

0.00

0.86

Slightly moist, dark blackish grey, very loose, intact, silty fine grainedSAND with occasional sandstone boulders, rootlets: Colluvial.

Light grey mottled yellow brown, moderately weathered, fractured,medium hard to hard rock, fine grained, slightly oxidized, SANDSTONE:Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP1A 0--0.51m.

4) Photo.

5) Ease of Excavation: Hard.

6) Duration of Excavation: 10 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'07.8''S25d28'17.7''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 01HOLE No: TH 01

1.43m

TP02A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 02Sheet 1 of 1

HOLE No: TH 02Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.32

0.00

0.75

1.31

1.63

Slightly moist, light grey, very loose, intact, silty fine grained SAND,rootlets: Colluvial.

Slightly moist, brown, loose to medium dense, intact, fine grained SANDwith abundant rounded and angular pebbles and cobbles, rock fragments:Fluvial.

Red brown mottled cream, completely to highly weathered, fractured, verysoft to soft rock, oxidized, fine grained, sandy, SANDSTONE: PeninsulaFormation.

Light grey mottled cream, highly to moderately weathered, bedded,fractured, soft to medium hard rock, fine grained, SANDSTONE:Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) Water table @ 1.43m.

3) Sample taken from TP02A 0.32--0.75m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 15 minutes.

7) Water seepage into bottom of trial pit.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'16.6''S25d28'15.2''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 02HOLE No: TH 02

TP3A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 03Sheet 1 of 1

HOLE No: TH 03Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.39

0.00

0.94

2.12

Slightly moist, dark blackish grey, very loose to loose, intact, silty finegrained SAND with occasional pebbles and bricks, rootlets: Fill.

Dry, light grey, loose, intact, slightly silty fine grained SAND with plastic,pebbles and bricks: Fill.

Light grey mottled yellowish brown, highly to moderately weathered,bedded, fractured, soft to medium hard rock, fine grained, SANDSTONE:Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP3A 0.94--2.12m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 15 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'24.8''S25d28'12.5''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 03HOLE No: TH 03

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 04Sheet 1 of 1

HOLE No: TH 04Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.26

0.00

0.85

Dry, dark grey, loose to medium dense, intact, silty fine grained SANDwith abundant cobbles and boulders, rootlets: Colluvial.

Yellow brown mottled cream, highly to moderately weathered, bedded,fractured, soft to medium hard rock, fine grained, oxidized, SANDSTONE:Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) No sample taken.

4) Photo.

5) Ease of Excavation: Hard.

6) Duration of Excavation: 5 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'35.8''S25d28'03.6''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 04HOLE No: TH 04

TP05A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 05Sheet 1 of 1

HOLE No: TH 05Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.19

0.00

0.56

0.87

1.06

1.15

Dry, light brownish grey, very loose, intact, silty fine grained SAND,rootlets: Fluvial.

Slightly moist, light yellowish brown, loose, intact, medium to fine grainedSAND, rootlets: Fluvial.

Dry, red brown mottled yellow brown, medium dense, intact, sandyGRAVEL with abundant pebbles and rock fragments, completelyweathered sandstone: Residual.

Dark yellow brown, completely weathered, very soft rock, clayey, finegrained, SANDSTONE: Peninsula Formation.

Light yellow brown mottled grey, highly to moderately weathered,fractured, soft to medium hard rock, medium to fine grained, oxidized,SANDSTONE: Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP05A 0.19--0.56m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 10 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'45.5''S25d27'56.6''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 05HOLE No: TH 05

TP06A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 06Sheet 1 of 1

HOLE No: TH 06Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.62

0.00

1.13

1.37

Slightly moist, dark grey, very loose, intact, silty fine grained SAND,rootlets: Fluvial.

Reddish brown mottled grey, completely to highly weathered, very soft tosoft rock, fine grained, quartzitic fragments, honeycomb ferricrete,oxidized, SANDSTONE: Peninsula Formation.

yellowish brown mottled grey, highly to moderately weathered, fractured,soft to medium hard rock, fine grained, SANDSTONE: PeninsulaFormation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP06A 0.62--1.13m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 10 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'56.8''S25d27'51.6''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 06HOLE No: TH 06

TP07A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 07Sheet 1 of 1

HOLE No: TH 07Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.38

0.00

1.08

2.54

2.88

Dry, dark grey, very loose, intact, silty fine grained SAND, rootlets: Fluvial.

Dry, light cream brown, loose, intact, medium to fine grained SAND:Fluvial.

Slightly moist, yellow brown, loose, intact, medium to fine grained SANDwith sandstone pebbles, completely weathered sandstone: Residual.

Light brown mottled grey, highly to moderately weathered, fractured, softto medium hard rock, medium to fine grained, oxidized, SANDSTONE:Peninsula Formation.

Scale1:15

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP07A 0.38--1.08m.

4) Photo.

5) Ease of Excavation: Soft to medium.

6) Duration of Excavation: 15 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d57'05.5''S25d27'49.5''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 07HOLE No: TH 07

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 08Sheet 1 of 1

HOLE No: TH 08Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.07

0.00

0.25

Dry, light grey, very loose, intact, slightly silty fine grained SAND withabundant sandstone and quartzitic pebbles: Colluvial.

Reddish brown mottled grey, highly to moderately weathered, fractured,soft to medium hard rock, fine grained, SANDSTONE: PeninsulaFormation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) No sample taken.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 5 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d57'14.9''S25d27'49.6''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 08HOLE No: TH 08

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 09Sheet 1 of 1

HOLE No: TH 09Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.17

0.00

0.63

Dry, blackish grey, very loose, intact, slightly silty fine grained SAND withoccasional pebbles, rootlets: Fluvial.

Light brown mottled grey, highly to moderately weathered, fractured, softto medium hard rock, fine grained, SANDSTONE: Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) No sample taken.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 5 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'52.7''S25d27'36.5''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 09HOLE No: TH 09

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 10Sheet 1 of 1

HOLE No: TH 10Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.06

0.00

0.31

0.57

0.85

Dry, dark grey, loose, intact, silty fine grained SAND with abundantpebbles: Colluvial.

Dry, greyish brown, loose, intact, gravelly medium to fine grained SANDwith abundant pebbles, cobbles and sandstone rock fragments: Residual.

Dark yellow brown, completely weathered, very soft rock, clayey, finegrained, SANDSTONE: Peninsula Formation.

Greyish cream, highly to moderately weathered, fractured, soft to mediumhard rock, medium to fine grained, oxidized, SANDSTONE: PeninsulaFormation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) No sample taken.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 5 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'45.3''S25d28'23.3''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 10HOLE No: TH 10

TP11A

TP11B

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 11Sheet 1 of 1

HOLE No: TH 11Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.11

0.00

0.67

1.32

1.89

Dry, light grey, very loose, intact, silty fine grained SAND with occasionalpebbles: Colluvial.

Dry, Light yellow-brown with grey mottles, , loose, intact, SAND withoccassional pebbles and cobbles: Fluvial.

Slightly moist, dark grey, loose, intact, silty fine grained SAND withoccasional sandstone rock fragments: Fluvial.

Light brown mottled grey, highly to moderately weathered, fractured, softto medium hard rock, fine grained, SANDSTONE: Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP11A 0.11--0.67m and TP11B 0.67--1.32m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 15 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'49.9''S25d28'13.6''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 11HOLE No: TH 11

TP12A

TP12B

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 12Sheet 1 of 1

HOLE No: TH 12Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.15

0.00

0.55

1.15

2.48

2.95

Dry to slightly moist, light grey, very loose, intact, silty fine grained SANDwith occasional pebbles, rootlets: Fluvial.

Slightly moist, brown, loose, intact, medium to fine grained SAND with fewrounded pebbles, rootlets: Fluvial.

Dry, reddish brown mottled brown, FERRICRETE nodules and pebbles ina sandy matrix, sandstone fragments, completely weathered sandstone:Pedogenic.

Yellow brown mottled red brown, completely weathered, very soft rock,clayey, fine grained SANDSTONE: Peninsula Formation.

Light orange brown mottled grey, highly to moderately weathered,fractured, soft to medium hard rock, medium to fine grained, oxidized,SANDSTONE: Peninsula Formation.

Scale1:15

NOTES

1) No refusal.

2) No water table.

3) Sample taken from TP12A 0.55--1.15m and TP12B 1.15--2.48m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 20 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'46.4''S25d28'11.4''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 12HOLE No: TH 12

TP13A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 13Sheet 1 of 1

HOLE No: TH 13Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.31

0.00

0.57

1.12

1.83

2.08

Dry, light grey, very loose, intact, silty fine grained SAND, rootlets andoccasional pebbles and gravel: Fluvial.

Slightly moist, light brown, loose, intact, medium to fine grained SANDwith occasional angular pebbles: Fluvial.

Dry, red brown mottled brown, medium dense, intact, FERRICRETEnodules in a sandy matrix with sandstone fragments, weatheredsandstone: Pedogenic.

Orange brown, completely weathered, very soft rock, fine grained, clayey,muddy, SANDSTONE: Peninsula Formation.

Light brown mottled grey, highly to moderately weathered, fractured, softto medium hard rock, fine grained, SANDSTONE: Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP13A 0.31--0.57m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 15 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'49.1''S25d28'10.4''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 13HOLE No: TH 13

TP14A

TP14B

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 14Sheet 1 of 1

HOLE No: TH 14Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.29

0.00

0.66

0.87

1.62

Dry, light grey, fine grained SAND with abundant pebbles and sandstonecobbles: Colluvial.

Dry, reddish brown mottled brown, loose to medium dense, intact, sandyGRAVEL with abundant pebbles and rock fragments: Residual.

Yellow brown, completely weathered, very soft rock, fine grained, clayey,SANDSTONE: Peninsula Formation.

Light brown mottled grey, highly to moderately weathered, fractured, softto medium hard rock, fine grained, SANDSTONE: Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP14A 0.29--0.66m and TP14B 0.87--1.62m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 10 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'51.0''S25d28'07.5''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 14HOLE No: TH 14

TP15A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 15Sheet 1 of 1

HOLE No: TH 15Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.12

0.00

0.34

0.81

1.12

Dry, dark grey, very loose, intact, silty fine grained SAND, rootlets: Fluvial.

Slightly moist, brown, very loose, intact, medium to fine grained SAND,rootlets: Fluvial.

Dry, light grey brown, medium dense, intact, fine grained SAND: Fluvial.

Dry, reddish brown, medium dense to dense, intact, honeycombFERRICRETE, weathered sandstone matrix, rock fragments: Pedogenic.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP15A 0.34--0.81m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 15 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'45.9''S25d28'02.3''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 15HOLE No: TH 15

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 16Sheet 1 of 1

HOLE No: TH 16Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.12

0.00

0.45

0.69

Dry, light grey, very loose, intact, slightly silty medium to fine grainedSAND with pebbles, rootlets: Fluvial.

Slightly moist, dark brown, loose, intact, medium to fine grained SANDwith sandstone rock fragments: Fluvial.

Reddish brown mottled grey, moderately weathered, fractured, mediumhard to hard rock, medium to fine grained, oxidized, quartzitic,SANDSTONE: Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) No sample taken.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 10 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'45.1''S25d28'04.0''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 16HOLE No: TH 16

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 17Sheet 1 of 1

HOLE No: TH 17Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.13

0.00

0.74

Dry, light grey, loose, intact, silty fine grained SAND with rounded andangular pebbles, rootlets: Colluvial.

Red brown mottled grey, highly to moderately weathered, highly fractured,medium hard rock, medium to fine grained, quartzitic, SANDSTONE:Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) No sample taken.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 10 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d57'20.6''S25d27'50.7''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 17HOLE No: TH 17

TP18A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 18Sheet 1 of 1

HOLE No: TH 18Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.13

0.00

0.37

0.86

Dry, light grey, very loose, intact, silty fine grained SAND with occasionalpebbles, rootlets: Fluvial.

Slightly moist, dark brown, loose, intact, medium to fine grained SAND,rootlets: Fluvial.

Dry, red brown mottled cream, medium dense, intact, honeycombFERRICRETE, weathered sandstone matrix, pebbles and rock fragments:Pedogenic.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP18A 0.13--0.37m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 5 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'47.2''S25d28'03.4''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 18HOLE No: TH 18

TP19A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 19Sheet 1 of 1

HOLE No: TH 19Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.23

0.00

0.34

0.59

0.78

1.46

Dry, light brownish grey, very loose, intact, silty fine grained SAND withfew pebbles, rootlets: Fluvial.

Dry, light brown, loose, intact, fine grained SAND with abundant roundedand angular pebbles: Fluvial.

Dry, red brown mottled brown, sandy GRAVEL with abundant pebblesand rock fragments, completely weathered sandstone: PeninsulaFormation.

Dark yellow brown, completely weathered, very soft rock, clayey, finegrained, SANDSTONE: Peninsula Formation.

Light yellow brown mottled grey, highly to moderately weathered,fractured, soft to medium hard rock, medium to fine grained, oxidized,SANDSTONE: Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP19A 0.34--0.59m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 10 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'48.3''S25d27'54.0''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 19HOLE No: TH 19

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 20Sheet 1 of 1

HOLE No: TH 20Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.12

0.00

0.49

Slightly moist, light grey, loose, intact, silty fine grained SAND withabundant pebbles and cobbles, rootlets: Residual.

Light brown mottled grey, highly to moderately weathered, fractured, softto medium hard rock, fine grained, SANDSTONE: Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) No sample taken.

4) Photo.

5) Ease of Excavation: Hard.

6) Duration of Excavation: 5 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'56.6''S25d28'00.1''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 20HOLE No: TH 20

TP21A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 21Sheet 1 of 1

HOLE No: TH 21Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.35

0.00

0.48

0.64

0.94

Slightly moist, dark grey, very loose, intact, silty fine grained SAND withfew pebbles, rootlets: Fluvial.

Dry, light grey, very loose to loose, intact, silty fine grained SAND: Fluvial.

Dry, light grey mottled brown, loose to medium dense, intact, GRAVELYSANDY SILT with abundant pebbles and rock fragments, completelyweathered sandstone: Residual.

Cream mottled reddish brown, highly to moderately weathered, fractured,soft to medium hard rock, medium to fine grained, oxidized,SANDSTONE: Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP21A 0.48--0.64m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 10 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:16..C:\DOTPLOT\40161F~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'49.1''S25d27'35.6''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 21HOLE No: TH 21

TP22A

TP22B

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 22Sheet 1 of 1

HOLE No: TH 22Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.09

0.00

0.38

0.86

1.83

2.67

Dry, blackish grey, very loose, intact, silty fine grained SAND with pebblesand rock fragments, rootlets: Colluvial.

Dry, yellowish brown, loose, intact, medium to fine grained SAND,pebbles, rootlets: Fluvial.

Dry, light grey, loose to medium dense with depth, intact, fine grainedSAND with few pebbles: Fluvial.

Yellow brown mottled dark grey, completely weathered, very soft rock,fine grained, clayey, muddy, SANDSTONE: Peninsula Formation.

Cream brown mottled grey, highly to moderately weathered, fractured,soft to medium hard rock, fine grained, SANDSTONE: PeninsulaFormation.

Scale1:15

NOTES

1) Near-refusal.

2) No water table.

3) Samples taken from TP22A 0.38--0.86m and TP22B 0.86--1.83m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 15 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:16..C:\DOTPLOT\40161F~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'59.4''S25d27'52.4''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 22HOLE No: TH 22

TP23A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 23Sheet 1 of 1

HOLE No: TH 23Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.42

0.00

0.92

1.22

Dry, light grey, very loose, intact, silty fine grained SAND with rootlets:Fluvial.

Yellow brown, completely weathered, very soft rock, fine grained, muddy,SANDSTONE: Peninsula Formation.

Yellowish brown mottled grey red, highly to moderately weathered,fractured, soft to medium hard rock, fine grained, SANDSTONE:Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP23A 0--0.42m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 10 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:16..C:\DOTPLOT\40161F~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'51.6''S25d27'48.2''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 23HOLE No: TH 23

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 24Sheet 1 of 1

HOLE No: TH 24Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.30

0.00

0.54

1.65

Dry, light grey, very loose, intact, silty fine grained SAND with fewpebbles, rootlets: Fluvial.

Dry, dark grey brown, medium dense, intact, sandstone PEBBLES andCOBBLES in a sandy matrix, rock fragments: Residual.

Light yellow brown mottled grey, highly to moderately weathered,fractured, soft to medium hard rock, fine grained, SANDSTONE:Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) No sample taken.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 10 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:16..C:\DOTPLOT\40161F~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'51.6''S25d28'00.0''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 24HOLE No: TH 24

TP25A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 25Sheet 1 of 1

HOLE No: TH 25Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.11

0.00

0.38

0.61

0.77

Dry to slightly moist, dark blackish grey, very loose, intact, silty finegrained SAND, rootlets: Fluvial.

Slightly moist, dark grey, loose to medium dense, intact, slightly silty finegrained SAND, rootlets: Fluvial.

Reddish brown mottled grey, completely to highly weathered, very soft tosoft rock, ferricrete nodules, quartzitic, oxidized, SANDSTONE: PeninsulaFormation.

Light yellow brown mottled grey, highly to moderately weathered,fractured, soft to medium hard rock, fine grained, SANDSTONE:Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP25A 0.11--0.38m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 10 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:16..C:\DOTPLOT\40161F~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d57'14.0''S25d28'13.9''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 25HOLE No: TH 25

TP26A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 26Sheet 1 of 1

HOLE No: TH 26Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.08

0.00

0.56

1.01

1.47

Slightly moist, dark brownish grey, very loose to loose, intact, gravelly finegrained SAND with occasional pebbles, rootlets: Colluvial.

Dry, reddish brown, loose to medium dense, intact, sandy GRAVEL withferricrete nodules and rock fragments, completely weathered sandstone:Residual.

Yellowish brown, completely to highly weathered, highly fractured, softrock, fine grained, quartzitic, oxidized, SANDSTONE: PeninsulaFormation.

Cream mottled grey, moderately weathered, highly fractured, mediumhard to hard rock, medium to fine grained, quartzitic, SANDSTONE:Peninsula Formation

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP26A 0.08--0.56m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 10 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:16..C:\DOTPLOT\40161F~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'34.9''S25d28'10.8''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 26HOLE No: TH 26

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 27Sheet 1 of 1

HOLE No: TH 27Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.41

0.00

0.52

1.15

1.45

Slightly moist, dark grey, very loose, intact, silty fine grained SAND,rootlets: Colluvial.

Dry, dark brown grey, medium dense, intact, rounded PEBBLES andCOBBLES in a silty fine grained matrix, rootlets: Fluvial.

Light yellow brown, completely to highly weathered, highly fractured, softrock, fine grained, quartzitic, oxidized, SANDSTONE: PeninsulaFormation.

Light grey mottled yellow brown, moderately weathered, highly fractured,medium hard to hard rock, medium to fine grained, quartzitic,SANDSTONE: Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) No sample taken.

4) Photo.

5) Ease of Excavation: Hard.

6) Duration of Excavation: 10 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:16..C:\DOTPLOT\40161F~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'08.1''S25d28'14.6''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 27HOLE No: TH 27

TP28A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 28Sheet 1 of 1

HOLE No: TH 28Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.28

0.00

1.37

1.87

Dry, blackish grey, loose, intact, silty fine grained SAND with pebbles,concrete bricks and rock fragments: Fill.

Dry, red brown, medium dense, intact, gravelly FERRICRETE, weatheredsandstone matrix, rock fragments: Pedogenic.

Grey mottled yellow brown, moderately weathered, highly fractured,medium hard to hard rock, medium to fine grained, quartzitic,SANDSTONE: Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP28A 0.28--1.37m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 15 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:17..C:\DOTPLOT\40161F~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'32.0''S25d28'12.5''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 28HOLE No: TH 28

TP29A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 29Sheet 1 of 1

HOLE No: TH 29Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.36

0.00

0.91

1.72

2.03

Dry, light grey, very loose, intact, silty fine grained SAND: Fluvial.

Dry to slightly moist, light cream brown, very loose, intact, medium to finegrained SAND: Fluvial.

Yellow brown, completely to highly weathered, highly fractured, soft rock,fine grained, quartzitic, oxidized, SANDSTONE: Peninsula Formation.

Grey mottled yellow brown, moderately weathered, highly fractured,medium hard to hard rock, medium to fine grained, quartzitic,SANDSTONE: Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP29A 0.36--0.91m.

4) Photo.

5) Ease of Excavation: Soft to hard

6) Duration of Excavation: 15 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:17..C:\DOTPLOT\40161F~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'31.4''S25d28'04.7''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 29HOLE No: TH 29

TP30A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 30Sheet 1 of 1

HOLE No: TH 30Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.31

0.00

1.39

2.07

Dry, blackish grey, very loose, intact, silty fine grained SAND, rootlets:Fluvial.

Dry to slightly moist, light cream brown, very loose to loose with depth,intact, medium to fine grained SAND: Fluvial.

Yellow brown mottled grey, highly to moderately weathered, bedded,fractured, soft to medium hard rock, fine grained, SANDSTONE with lensof mudstone: Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP30A 1.39--2.07m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 15 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'33.8''S25d27'58.0''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 30HOLE No: TH 30

TP32A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 32Sheet 1 of 1

HOLE No: TH 32Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.38

0.00

0.88

Dry, dark greyish brown, loose, intact, silty gravelly SAND with pebbles,plastic bricks and rock fragments, rootlets: Fill.

Dry, yellowish red brown, medium dense to dense, intact, honeycombFERRICRETE with completely weathered sandstone matrix: Pedogenic.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP32A 0.38--0.88m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 10 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'32.9''S25d28'17.0''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 32HOLE No: TH 32

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 33Sheet 1 of 1

HOLE No: TH 33Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.15

0.00

0.33

0.82

Dry, light grey, very loose, intact, silty fine grained SAND with rootlets:Fluvial.

Slightly moist, dark brown, loose, intact, medium to fine grained SANDwith occasional gravel, rootlets: Fluvial.

Dry, reddish brown, medium dense to dense, intact, honeycombFERRICRETE, pebbles and rock fragments, oxidized, weatheredsandstone matrix: Pedogenic.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) No sample taken.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 10 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'29.0''S25d28'15.0''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 33HOLE No: TH 33

TP34A

TP34B

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 34Sheet 1 of 1

HOLE No: TH 34Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.09

0.00

0.95

1.13

1.45

Dry, light grey, very loose to looe, intact, silty fine grained SAND withoccasional pebbles, rootlets: Colluvial.

Dry, brown mottled red brown, medium dense to dense, intact,FERRICRETE nodules and pebbles in a sandy matrix, rock fragments,rootlets: Pedogenic.

Yellow brown mottled grey, completely weathered, very soft rock, clayey,SANDSTONE: Peninsula Formation.

Light cream grey, highly to moderately weathered, bedded, fractured, softto medium hard rock, fine grained, SANDSTONE: Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP34A 0.09--0.95m and TP34B 0.95--1.13m.

4) Photo.

5) Ease of Excavation: Soft to hard

6) Duration of Excavation: 15 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'28.1''S25d28'02.9''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 34HOLE No: TH 34

TP35A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 35Sheet 1 of 1

HOLE No: TH 35Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.11

0.00

0.22

1.06

3.05

Dry, light yellow brown, loose, intact, gravelly SAND with pebbles andbricks, rootlets: Fill.

Dry, light brown grey, medium dense, intact, PEBBLES and COBBLES ina sandy matrix with bricks and plastic: Fill.

Dry, reddish brown, medium dense, intact, sandy GRAVEL with pebblesand quartzitic rock fragments, oxidized: Residual.

Light yellow brown mottled grey, highly weathered, highly fractured, verysoft to soft rock, fine grained, slightly oxidized, SANDSTONE: PeninsulaFormation.

Scale1:15

NOTES

1) No refusal.

2) No water table.

3) Sample taken from TP35A 0.22--1.06m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 15 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'27.8''S25d27'52.4''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 35HOLE No: TH 35

TP36A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 36Sheet 1 of 1

HOLE No: TH 36Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.21

0.00

1.17

1.65

Slightly moist, brownish grey, very loose, intact, silty fine grained SANDwith occasional pebbles, rootlets: Fluvial.

Light yellow brown, completely to highly weathered, highly fractured, softrock, fine grained, quartzitic, oxidized, SANDSTONE: PeninsulaFormation.

Light brown grey, moderately weathered, highly fractured, medium to hardrock, medium to fine grained, quartzitic, SANDSTONE: PeninsulaFormation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP36A 0.21--1.17m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 15 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'05.4''S25d28'21.7''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 36HOLE No: TH 36

TP37A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 37Sheet 1 of 1

HOLE No: TH 37Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.42

0.00

0.81

1.13

Dry, dark grey, very loose, intact, silty fine grained SAND, rootlets: Fluvial.

Dry, light yellow brown, loose, intact, medium to fine grained SAND,rootlets: Fluvial.

Red brown mottled grey, highly to moderately weathered, fractured, softto medium hard rock, fine grained, SANDSTONE: Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP37A 0.42--0.81m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 10 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d57'12.2''S25d27'52.8''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 37HOLE No: TH 37

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 38Sheet 1 of 1

HOLE No: TH 38Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.12

0.00

0.71

Dry, light brown, loose to medium dense, intact, silty fine grained SANDwith abundant angular and rounded sandstone cobbles, rootlets: Colluvial.

Reddish brown mottled grey, highly to moderately weathered, highlyfractured, bedded, medium hard rock, medium to fine grained, oxidized,SANDSTONE: Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) No sample taken.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 5 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d57'11.8''S25d27'44.6''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 38HOLE No: TH 38

TP39A

TP39B

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 39Sheet 1 of 1

HOLE No: TH 39Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.07

0.00

0.34

0.51

1.39

Dry, dark grey, very loose to loose, intact, gravelly silty fine grained SANDwith pebbles, rootlets: Colluvial.

Dry, dark brownish grey, loose to medium dense, intact, sandy GRAVELwith abundant pebbles and rock fragments, rootlets: Residual.

Dark yellowish brown, completely weathered, very soft rock, clayey, finegrained, SANDSTONE: Peninsula Formation.

Light orange brown mottled grey, highly to moderately weathered,fractured, soft to medium hard rock, medium to fine grained, oxidized,SANDSTONE: Peninsula Formation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP39A 0.34--0.51m and TP39B 0.51--1.39m.

4) Photo.

5) Ease of Excavation: Medium to hard.

6) Duration of Excavation: 10 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'39.4''S25d27'57.0''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 39HOLE No: TH 39

TP40A

BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION

HOLE No: TH 40Sheet 1 of 1

HOLE No: TH 40Sheet 1 of 1

JOB NUMBER: 400359JOB NUMBER: 400359

0.21

0.00

0.50

0.83

1.17

Dry, light grey, very loose, intact, silty fine grained SAND, rootlets: Fluvial.

Dry, dark brown, loose, intact, medium to fine grained SAND with fewpebbles, rootlets: Fluvial.

Dry, brown, medium dense, intact, angular and rounded PEBBLES andCOBBLES in a sandy matrix, rock fragments, rootlets: Residual.

Yellow grey mottled red brown, highly to moderately weathered, fractured,soft to medium hard rock, fine grained, SANDSTONE: PeninsulaFormation.

Scale1:10

NOTES

1) Near-refusal.

2) No water table.

3) Sample taken from TP40A 0.50--0.83m.

4) Photo.

5) Ease of Excavation: Hard.

6) Duration of Excavation: 15 minutes.

CONTRACTOR :MACHINE :

DRILLED BY :PROFILED BY :

TYPE SET BY :SETUP FILE :

CASE 695 SUPER-R

D JEFFERYSM RICHARDSTP-TT-A4.SET

INCLINATION :DIAM :DATE :DATE :

DATE :TEXT :

14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT

ELEVATION :X-COORD :Y-COORD :

33d56'50.4''S25d27'56.2''E

dot.PLOT 5008 J&W D06C D48

HOLE No: TH 40HOLE No: TH 40