Supporting Technical Assessments

99 95 97 91 108 86 107 105 HW Casing HQ Coring HW MW HW MW HW MW 89 91 79 91 62 100 100 100 from 9.5m: highly weathered, weak to moderately strong Completely weathered-residual soil, fine to medium grained, reddish grey DACITE; very weak to extremely weak; closely spaced joints (joints not easily distinguished) in CW-RS Soil Silty fine to coarse SAND, poorly-graded, wet, soft to very soft from 12.6m: becomes moderately weathered, color change from reddish grey + mottled to light grey, strong from 13.0m: becomes highly weathered, colour greymottling (orange Fe weathering), reddish, weak from 15.3m: moderately weathered, light grey, strong from 15.9m: highly weathered, dark grey, slight red,mottled, weak to moderately strong from 16.5m: moderately weathered, grey, strong Coromandel Volcanics -Joint at 10.2m, Gently inclined, undulating, rough, Iron staining, narrow -Joint at 10.4m, Subhorizontal, undulating, rough, minor Iron staining, tight -Joint at 11.25m: Subhorizontal, undualting, smooth to rough, tight, Iron staining -Joint at 11.5m: Subhorizontal, undualting, smooth to rough, tight, minor Iron (DB?) -Joint at 11.9m: Gently inclined to moderately inclined, undulating to stepped, rough, minor Iron and Manganese, tight to very narrow -Joint at 12.5m: Very steeply inclined, undulating, rough, very narrow to narrow, minor Iron staining -Joint at 12.8m: Gently inclined, undulating to stepped, rough, Manganese and Iron staining -Joint at 13m: Moderately inclined to steeply inclined, planar, smooth to rough, narrow, Iron and Manganese staining -Joint at 13.45m: Sub horizontal, undulating, smooth, tight, Iron staining -Joint at 13.92m: Sub horizontal, undulating, rough, tight, Iron staining -Joint at 14.62m: Sub horizontal, undulating, smooth, tight, Iron staining, minor Manganese -Joint at 15.3m: Sub horizontal, undulating, smooth to rough, tight, Iron staining -Crushed zone at 16.00-16.04m: Sub horizontal, fine to coarse sand, minor gravel, sub angular Iron staining -Joint at 16m: Steeply inclined to very steeply inclined, planar to stepped, smooth, very narrow, Iron and Manganese staining -Joint at 16.4m: Sub vertical, stepped, very narrow, Iron and Manganese staining PO Box 6543 Auckland 1141 GHD Limited Project Quattro OceanaGold Ltd Waihi 51/37083 Site Identification: Logged: Processed: Checked: Project: Client: Site: Job No.: WRS05a HB AS HB BOREHOLE with Piezo LOG Commenced: 09-Jun-17 Completed: 09-Jun-17 Contractor: Perry Geotech Datum: Total Depth: 21.0m Sheet 2 of 3 BOREHOLE LOG NZ ALT 5137083_NZ LIB_PROJECT QUATTRO - WRS HB COMPLETE DRAFT.GPJ NZ GINT DATA TEMPLATE VER 1.5.GDT 10/8/17 Piezometer Shear Vane: Drilling Method 11 12 13 14 15 16 17 18 19 20 -90 Comments: ROCK DESCRIPTION: Weathering, colour, fabric, ROCK NAME (Formation Name) W MS VS S Water Bore Diameter (mm): Inclination: VW ES Core Run / Recovery (%) 20 60 200 600 2000 SOIL DESCRIPTION: (Soil Code), Soil Name [minor MAJOR], colour, structure [zoning, defects, cementing], plasticity or grain size, secondary components, structure. (Geological Formation) / Defect Spacing (mm) RQD (%) Estimated Rock Strength EW Graphic Log Classification Support / Casing (m) JD Tractor Rig Depth (m)/ [Elev.] Equipment: Weathering Consistency/ Relative Density Moisture Condition TESTS & SAMPLES / ROCK MASS DEFECTS: Depth, Type, Inclinations, Roughness, Texture, Aperture, Coating Geological Fm 11 12 13 14 15 16 17 18 19 20 96

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