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List of figures -page 2 <br />• <br />Figure No. Pa e s <br />2.7-29o Water-level elevation versus time for Wetl P-1 2-523p <br />2.7-29p Water-level elevation versus time for Well GC3 2-523q <br />2.7-29q Water-level elevation versus time for Well Coy 2-523r <br />2.730 Recovery of Flume Well No. 1 2-549 <br />2.731 Recovery of Pyeatt Well No. 1 2-552 <br />2.732 Drawdown in observation Pyeatt Well 2 from pumping 2-554 <br /> Pyeatt Well 3 <br />2.733 Recovery of Pyeatt Well 3 2-557 <br />2.734 Drawdown and Recovery of Pyeatt Well 4 2-560 <br />2.7-35 Recovery of Pyeatt Well 5 2-564 <br />2.736 Recovery of Pyeatt Well 6 2-566 <br />2.737 Recovery of Pyeatt Well 8 2-568 <br />2.738 Flume Alluvium Cross Section at the Coy Site 2-5761 <br />2.739 Flume Allwium Cross Section at the GC3 Site 2-576j <br />2.7.40 Flume Allwium Cross Section at the GTi site 2-576k <br />2.7-41 Water-Level Elevation in Coy Alluvial Well, FT-MSL 2-5761 <br />2.72 Water-Level Elevation in GC3 Alluvial Well, FT-MSL 2-576m <br />• 2.7-03 Depth to Water Versus Time far Coy B and GC3A 2-576n <br />2.7-44 Stream CrossSections of the GT and GC Flume Drainages 2-5760 <br />2.75 Stream Profiles of the GT and GC Flume Drainages 2-576p <br />2.7.46 GC Flume (S1 Site) Daily Mean Flows, May 1985-October 1986 2-576q <br />3.1-1 Mine and permit ident'rfication signs 33 <br />3.1-2 Blasting signs 3-5 <br />3.13 Topsoil stockpile markers 3-6 <br />3.1 ~ Perimeter markers 3-7 <br />3.3-1 Drill hole abandonment for drill holes not completed 3-26 <br /> in an aquifer <br />3.3-1A Drill hole abandonment for drill holes completed through 3-26a <br /> an aqu'rfer or through muRiple aqu'rfers <br />3.4-1 Public notice of blasting operations 3-29 <br />3.4-2 Typical delay scheme (99-hole pattern) 333 <br />3.43 Explosives load sheet 334 <br />3.4~ Typical delay scheme (64-hole pattern) 335 <br />3.5-1 Conceptualization of muRiple coal seam stripping 3~1 <br />3.5-2 Conceptual pR closure and elimination of the final highwall 3-47 <br />• PR3 <br />ii-8 - ---- - - - -- --- . - <br />2-1(-93 <br />