comment YWB - July 16, 2014 - QZ14-031 fluid flow evidence weathered rock, jointed RZ (10cm) jointed at 96'; R2 rock highly altered, brown from 95- crumbly R0 zones, highly weathered weathered rock, jointed, RZ (15cm) R0, minor Qz vein 1 Qz vein grey brown rock, slightly altered competent grey/pink rock (logged from photo) 96' mineralization around micro defects at 111.5' slithly weathered rock / competent rock very competent fresh rock, crs grained, 1 large vein J - properties to 90 degrees brown stained J's planar rough, stained, alpha 45 deg 7, 4 | 9 | 0  staining only; alpha 50 to 60 degrees 4, 7, 8 | 1, 3, 0 | 0   brown non softening fill, alpha 60 to 80  4 to 7 | 0 | 0, stained brown-orange 4 to 8 | 0 | 0, stained brown-orange, alpha 50 to 70 degrees 7 | 0 to 3 | 0 stained orange, alpha 30 to 70 degreesslightly altered from 41 to 43' 7 | 0 | 0 stained orange, alpha 45 4 to 7 | 0 | 0, stained, alpha 45 to 70 degrees 4 to 7 | 0 | 0, slightly stained 4 to 7 | 0 | 0, no staining J walls planar, undulating, rough, brown & altered; alpha 30 to  stained J's all J's weathered with non softening fill, altered J wall; alpha 45  1 J  with soft fill 0.5mm brown clay, alpha 15 degrees 1 J at 99' has 1 cm brown clay gauge fill (alpha 50 degrees) 1 J has 0.5mm soft fill hard fill in Js 1 J has 2mm soft fill 1 J has 2mm soft fill Js betw 162-163' have 2mm of soft fill 80 degrees degrees def. micro  fresh bedrock RQDIRS cm%strongweak0 to 3 RZ  +J  from  weathered bedrock JCJ OF % overburden m 3.501.07708280241514%R2R02 4.576.10313.080.9462712063032%R3R02 6.107.6255.001.52100139012381%R32 7.629.14515.081.55102109014594%R4R31 9.1410.6755.001.5210063014796%R4R30 10.6712.1955.001.5210085015098%R4R30 12.1913.72494.751.45951210010875%R4R30 13.7215.24535.251.6010597114892%R4R30 15.2416.7655.001.5210063015098%R5R40 16.7618.29410.54.881.4998740149100%R5R40 18.2919.81410.54.881.4998650149100%R5R40 19.8120.42222.170.6610854166100%R5R30 20.4221.34363.501.0711721010094%R5R40 21.3422.864104.831.4797630148100%R5R40 22.8624.384104.831.479765013894%R5R40 24.3825.9147.54.631.4193630141100%R5R40 25.9127.43525.171.5710344014995%R5R41 27.4328.9655.001.52100116414998%R5R41 28.9630.48525.171.5710312130413384%R4R20 30.4832.0055.001.5210065115098%R5R40 32.0033.53525.171.5710375114693%R5R41 33.5335.05515.081.551021011312279%R5R40 35.0536.58515.081.55102127110366%R5R41 36.5838.10525.171.57103126214089%R5R41 38.1039.624114.921.5098105113590%R5R41 39.6241.1555.001.52100141406241%R5R31 41.1542.67525.171.5710386114190%R5R41 42.6744.2055.001.5210097015098%R5R41 44.2045.7255.001.5210075013790%R5R41 45.7247.2455.001.5210074114494%R5R40 47.2448.774104.831.4797105113390%R5R41 48.7750.29494.751.459597013996%R5R40 TCR 3.054.573.5 mm ftinchesdecimal ft Run Interval 1015 1520 2025 2530 3035 3540 4045 4550 5055 5560 6065 6567 6770 7075 7580 8085 8590 9095 95100 100105 105110 110115 115120 120125 125130 130135 135140 140145 145150 150155 155160 160165 ftft * 10ft rods were used, with 5ft core barrel,  HQ3 bit, with split tubes;  casing depth 10ft 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Run # FromToFromTo MW09-3 Geotechnical log (basic+) YWB - July 16, 2014 - QZ14-031 YWB - July 16, 2014 - QZ14-031 YWB - July 16, 2014 - QZ14-031 YWB - July 16, 2014 - QZ14-031 YWB - July 16, 2014 - QZ14-031