07/1586 - Response to Information Request [As Published] · 132007.1586

Soil Surveys Engineering Pty. Limited LEGEND SHEET

ing Goon RECO No 195
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Information

ORILLING TYPES

¥ - open hole drilling using augers and a steel "V" bit

TG - open hole drilling using augers and a Tungsten Carbide bit
WEB - wash boring using a drag or blade bit CH - CLAY of high plasticity
RR - wash boring using a rock roller bit
NMLC - coring using a NMLC core barrel
Casing - steel casing in hole

Graphic Legend

CI - CLAY of intermediate plasticity

DEPTH wei
Expressed in metres below the surface unless otherwise noted CL - CLAY of low plasticity

ROCK DESCRIPTION MH - SILT of high plasticity
Rock name, grain size, colour, texture, fabric and any other relevent comments s

WEATHERING GRADES MI - SILT of intermediate plasticity

XW - Extremety Weathered

OW - Distinctly Weathered ML - SILT of low plasticity

SW - Slightly Weathered

FR - Fresh Pt- PEAT

STRENGTH cs

estimate of UCS) OH - Organic SILTS and CLAYS of high
W- extremely weak <1.0 MPa plasticity ove em one

Wy en eek peta MPa OL - Organic STLTS and CLAYS of low

MS - medium strong 25 to 50 MPa SY Plasticity

S - strong 50 to 100 MPa SAKA SC - Clayey SAND.

VS - very strong 100 to 250 MPa SS?

ES - extremely strong >250 MPa GS LY $M - Silty SAND

CORING DETAILS ~ "
Rec - core recovery in each run expressed as a % x : SP - poorly graded SAND
RQD - Rock Quality Description expressed as a %

Defect Description : SW - Well graded SAND

3.00m:;J45;p,s,0,z GC - Clayey GRAVEL

Depth in mstres; Detect Type and angle with the core axis;planarity,roughness, aperture, infill |
Defect Type Pianarity Roughness Aperture — Infill GM - Silty GRAVEL
uJ - Joint p- Planar s-Smooth o- Gpen z-Clean é
F - Follation s-Sub-planar_r- Rough ¢-Closed c- Clay GP - poorly graded GRAVEL
8 - Bedding c- Gurvilinear v-very Rough Q - Quara 4 ;
~ Vein u-Undutating |- Slickensides - ite
§ - Shear Zone 9 w - Weathered Rock GW -well graded GRAVEL
T - Fault t- Limonite
C- Clay Seam Fill
Z- Contorted Zone
Ru - Relict Joint Core loss

Testing

[ SPT SPT testing Meta-Sittstone

Phyllite

10.15.15 Blows! 150mm or as noted
~— Meta-Sandstone

Greywacke

USO (50) USO Tube Samples (% Recovery}
[ PP = 500 kPa Pocket penetrometer reading

Tuff

vs Vane Shear Testing
g 1.30.5: 25 ‘Seating, peak and residual : Corrected vatue Sandstone

DIST Disturbad Samples Siltstone
Mudstone

Conglomerate

Water Intersections

aor Water steady level
por ‘Water first noted
Basalt

Testing Results La VOLCANIC ASH

Corrected Point Load Test Result
_— Is50=4 (A) A- Ade, D - Diametral 3 VOLCANIC AGGOLMERATE

Breccia

Granite

MARINE DEPOSITS

 

I ISSUE No. 1.1 08/10/97 RSOO5