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i~ <br />~1 <br />~i~ <br />'t <br />I' <br />1 <br />1 <br />1 <br />1 <br />~' <br />1 <br />1 <br />DETAIL LINE SURVEYS - 4 <br />Column 12. WTR. Water condition along discontinuity. <br />I D = dry <br />Z M = moist <br />3 W - wet, i. e., dripping <br />4 F = flaw, continuous stream <br />13. WAV. Waviness. Descriptive Classification <br />P = Planar <br />C Curved <br />R = Rough or stepped <br />U = Undulating <br />(See Figure 4 far ~aore comple*_a explanation) <br />Tne length of each profile is in the ran;e 1 to lU r,~etars. <br />('+'ertical and Horizontal scales are equal) ' <br />I4. LITH. Lithoiogy of rock type at the point of the <br />discontinuity. Use Mines Exploration Standard <br />abbreviations. <br />I5. Rock Hardness as based on the scale of R values <br />HRDN. given under Column 11. <br />16. ~ I7. <br />SPARE Depending upon the geologic environment, other <br />factors related to discontinuities may be con- <br />sidered significant and may be coded. <br />The following is however, recommend:- <br />16. MINIMLM <br />DIP The fifference between minimum and maximum d~'p <br />of the discontinuity within the mapping zone, <br />measured in degrees. <br />17. Numeric cross reference to notes made in fie id <br />book. <br />