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<br />DISCONTINUITY LOG <br />Project Company Date: 2-22-04 Shect _1 of _2_ <br /> <br />PARKDALE D04-033 J. A. CESARE & ASSOCIATES Geologist: FWL <br />Feature Location Assisted by: <br /> <br />Joint Survey Granite quarry Units: English <br />Traverse Northing Eastin Elevation Trend Plunge Traverse Length # of Observ <br /> 26 <br />Number Distance Lithology Dip Azimuth Dip Stru Cont End Roug Mois Hard W'ea Open Thk Heal Notes and Comments <br />1 Granite 100 74 it 2 1 3 2 4 5 2 0 3 <br />2 Granite 60 68 it 1 2 1 2 4 5 2 0 3 <br />3 Granite 355 89 it 3 2 3 2 4 5 2 2 3 Clay on joint surface <br /> <br />,4 Granite 280 87 it 2 1 1 2 3 4 1 0 3 <br />5 Granite 45 66 it 3 2 2 2 4 4 1 0 3 <br /> <br />6 Granite 275 58 it 2 1 1 2 4 4 1 0 3 <br /> <br />7 Granite 40 88 it 3 1 2 2 3 4 1 0 3 <br />8 Granite 165 70 it 2 1 3 2 4 5 2 2 3 Cla on joint surface <br />9 Granite 30 87 it 3 2 2 2 4 4 1 0 3 <br />•10 Granite 10 71 Jt 2 1 2 2 4 4 1 0 3 <br />11 Granite 20 57 it 2 1 1 2 4 5 1 0 3 <br />12 Granite 230 54 it 3 1 2 2 4 4 1 0 3 <br />13 Granite 240 - <br />48 - <br />Jt 3 2 2 2 4 4 1 0 3 <br />14 Granite 235 45 Jt 3 1 2 2 4 4 1 0 3 <br />15 Granite 310 88 it 2 1 4 2 4 4 1 0 3 Clay on oint surface <br />16 Granite 215 65 it 2 1 3 2 4 4 1 0 3 <br />17 Granite 225 50 it 2 1 3 2 4 4 1 0 3 <br />18 Granite 225 55 it 3 1 3 2 3 4 1 0 3 <br />19 Granite 220 47 it 2 1 3 2 2 3 1 0 3 <br />20 Granite 40 62 it 1 0 2 2 2 2 1 C 3 <br /> Bd-Bedding R I - Stepped 141-Extremely hard OO-Tight <br />01 - <I nrm <br /> Bx-Braccla R2 - Rough Hz-Very hard Openness 02 - 1-3 mm <br /> CI-Cleavage Roughness R3 - Mod Rough Wall H3•Hard 03 - 3-10 mm <br />structure Co-Contact R4 - S1 rough Hardness H4- Moderately hard 04- 10.30 mm <br /> FI-Faull R5 - Smooth H5- Moderately soft 05 -> 30 mm <br /> Fo-Foilation R6 - Polished H6-Soft <br /> J W olnt H7-V cry so0 <br />TO - None <br /> Sh-Shear <br />T7 - < I min <br /> CI -<1 m WI-Fresh 1'iiiekness T2- 1-3 mm <br /> C2- I -3 m w2•SI weathaed to fresh T3 - 3-10 mnt <br />Connsuilty C3.3-10 m MI-Dry, not passible W3-Sligtdyweathered T4-10-3Umm <br />TS -> 30 mm <br /> C4 .10-30 m M2•Dry• no evidence Will W4•Mod w stweathaed <br /> C5 -> 30 m M3-Dry, some evidencWcathering WS•Modaately weatlwed <br />0 - ctnnpletely. to strength or wall rock <br />I•I1 <br /> Moisture M4-Damp, no free water W6-Int to mod weathered . <br />or weaker than wall rock <br />I-ILI > 50% <br /> EO•None visible M5-Wet, soma tamps W7-Inrasely weathered Healing . <br />1,11.2<50% <br />Ends EI.Oncvisible M6-Cont flow, low press WII-Very Ott weathered 14 L3 -No induration <br />L E2-BIXh vas isle M7•l:ont HOW, nt press ...... -,-