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i? ? r ? 4? ?? ? ? ? 1=! in¦? firi <br />DISCONTINUITY LOG <br />Project Company <br />Shcec 1_ttr z_ <br />Date: 2-22-04 <br /> <br />PARKDALE 1)0=4.433 J. A. CESARE & ASSOCIATES Geologist. PWL <br />Feature Location Assisted by: <br /> <br />Joint Survey Granite quarry Units: English <br />Traverse Northing Eastin Elevation Trend Plun a Traverse Length # of Observ <br /> 5e t- 26 <br />Number Di ncc Lithol6gy Dip Azitnuth 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 /> <br />3 ! <br />1 Granite 355 89 it 3 2 3 2 4 5 2 2 3 Clay on 'ointsurface <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 />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 Clay on oint surface <br />9 r Granite 30 87 it 3 2 2 2 4 4 1 0 3 <br /> <br />10 Granite 10 71 it 2 1 2 2 4 4 1 0 3 <br /> <br />11 Granite 20 57 it 2 1 1 2 4 5 1 0 3 <br /> <br />12 Granlce 230 54 it 3 1 2 2 4 4 1 0 3 <br />13 Granite 240 48 it 3 2 2 2 4 4 1 0 3 <br /> Granite 235 45 it 3 1 2_ 2 4 4 1 0 3 <br /> 1 Granite 310 88 it 2 1 4 i 2 4 4 1 0 3 Clay on joint surface <br /> Granite 215 65 it 2 1 3 2 4 4 1 0 3 <br />r Granite 225 .50 Jt 2 1 3 2 4 4 1 0 3 <br /> <br />Granite <br />225 <br />55 <br />Jt <br />3 <br />t <br />3 <br />2 I <br />3 <br />4 <br />1 <br />0 <br />3 <br /> Granite 220 47 it 2 1 3 2 2 3 1 0 3 <br />2 <br />Granite <br />40 <br />62 <br />Jt <br />1 <br />0 <br />2 <br />2 <br />2 <br />2 <br />1 <br />0 <br />3 <br />so-sodding Rt • titcppcd FlV-13xlrcmcly lord 0 Tight <br />D1 l <br /><I <br />+m <br />\ <br />- <br />n <br />fI2-Veryhud <br />Bx-Breccla R2-Rough 1 <br />Openness 02 • 1.3 mm <br />CI-Cleavage Roughness R3 - Med Rough - - Wall H3-Hard <br />Structure Co-CDdtaCt R4 • Si rough llarducss H4. Moderately hard `--^` U3 • 3•IU nnu <br />04 . 10.30 nm+ <br />Fl-Fault R5 . SmMlt E15- Modcratcly soft <br />FO-Follalldn R6. 1 unshed 116-SOLI US • > 30 mm <br />J t-J oInt H7. V ny son <br />11) • Nune <br />ShSnear <br />71-< Imm <br />W i•F=h l'utekncss T2 - 1-3 mm <br />CI -c <br />W2-SI weafhcraJ W rresl+ 7;t - 3.10 nun <br />C2 - l-a3 m <br />m <br />Continuity C3 - 3-I U III M I •Dry, nut passible W3-slighly weatl+ercd 'r4 - 10.30 mm <br />• <br />' <br />t <br />S - > 30 nun <br />C4 - 10.30 m N12-Dry, no evidence Wall W4-Mud to sl wcatl=d j <br />C5 - > 30 in M3•Dry, sane evidtniVeathcrb+y W5-tvlodcralcly weathered --- <br />to strersglh of v:alt rock <br />HLU • cwnplutcly <br />, <br />Nlulstnre M4.0amp, no free %valef W6-lnt to mod weathered <br />W7-inicnsely weathered HLI>50%, or Wcakc than u'+dl rock <br />1:0-None vWb?c M5-wel, some ttrolxa <br />d Hcalins HI1 < 51)"A <br />h <br />ere <br />Ends EI-One visible M6•Cont I10W, low press IVS-Vory im weat <br />- __ _ _ .. _ a r, _.....,......e I TO - No induration