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Table B.2. Golden Wonder Level 6 Piezometer Well Development Specifications. <br />Hole Hole B Hole C <br /> Water not affected by waste rock Water associated with Spring located <br />Target pad, associated with Deadman adjacent to Deadman Gulch <br /> Gulch <br /> 0 - 25' bgs : waste rock [muck 0 - 10' bgs : waste rock [muck (dry), <br /> (dry), pale to medium grayish pale to medium grayish brown] <br /> brown] <br /> 25 - 125' bgs: alluvium (sand, 10 - 27' bgs : Mix of muck and native <br />Depth Profile - argyle, pebble. Reddish/orange disturbed ground (alluvium, sand, <br />Geologic to grey. Water at 95-105'. argyle pebble). Mostly dry with wet <br />Materials interval around 23 - 36'. <br /> 27 - 28' bgs : Sand (dry) beige orange. <br /> 28 - 38' bgs : Alluvium (dry) mix of <br /> sand and argyle and few pebbles. Beige <br /> to light brown. <br /> 0 - 6' Cement 0 - 6' Cement <br /> 6 - 50' Bentonite (flake) 6 - 32' Bentonite <br />Depth Profile - <br />Well 50 - 90' Bentonite (pellets) 32 - 38' Filter sand <br />Construction <br /> 90 - 116' Filter sand 33 - 38' Perforated section <br /> 90 - 115' Perforated section