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-? 4 ._._. .?_? ?a'r?r;»`t?eS`.??.'?:sw'?'T•"?s 'rte ?:'s.-:? <br />moo.--- .. <br />DISCONTINUITY LOG <br /> <br /> <br />Project Company Date: 2-22-04 Sheet 2_of_2_ <br />PA.RKDALE D04.033 J. A. CESARE &L ASSOCIATES Geologist: FNVL <br />Feature Location Assisted by: <br />Joint Survey Granite quarry Units: English <br />Traverse Northing Easting Elevation Trend Plunge Traverse Length # of Observ <br /> 26 <br />Number Distance Lithology Dip Azimuth Dip Stru Cont End Roug Mois Hard Wea Open Thk Real Notes and Comments <br />21 Granite 55 66 it 3 1 2 2 4 4 2 0 3 <br />22 Granite 230 39 it 3 1 2 2 4 5 2 0 3 <br />23 Granite 215 50 it 2 1 2 2 5 5 2 0 3 <br />24 Granite 55 73 it 2 1 3 2 4 4 2 0 3 <br />25 Granite 195 22 Jt 2 1 3 2 3 3 2 0 3 <br />26 Granite 145 47 Jt 2 1 3 2 3 3 2 0 3 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Bd-Bedding RI - Stepped Hl-Extremely hard 00.Tight <br />Bx-Breccia R2 - Rough 112-Very bard Ol - <t mm <br />=Ieavago Roughness R3-Mod Rough Wall H3-Hard Openness 02.1-3 mm <br />Structure Co-Contact R4 - $I rough Hardness H4- Moderately hard 03 -3-10 mm <br />Fl-Fault RS - Smooth H5- Moderately, soft 04 .10-30 mm <br />,.Xoliatlon R6 - Polished H6-Soft OS -> 30 mm <br />Jtloint H7.V cry soft <br />Si-Shear To -N ne <br />T'1_<t mm <br />Cl - <Im WI-Fresh Thickness '12.1-3 mm <br />C2- 1.3 m W2-Sl weathered to fresh T3 - 3.10 nun <br />Cominulty C3-3-10m MI-Dry, not passible W3-Slighlywcalhored T4.10-30 mm <br />C4 - 10.30 in 1vl2-Dry, no evidatce Wall W4-Mod to sl weathaed TS -> 30 mm <br />CS -> 30 m M3-1)ry, some evidmiWastbering W5-Moder2tely weathered <br />moisture M4•Damp, no Free water W6-1nt to mod weathered HU - completely, to strength orwa0 rock <br />EO-None visible MS• Wat, some drops W7•Intensely weathered HLI > 50X, or weaker than wall rock <br />Cads E1.One visible M6•Cont Dow, low press Wa•Vetyintweathcred Healing HU<50% <br />_..._.?.__...,_ a.r? r...,, n...., w. ,...e< W9.Deeemoosed HL3.14oinduration