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obvious that what was visible prior to the removal of these stones. An unconformity in the fill <br />outside of the feature where the less consolidated upper fill becomes slightly more compacted <br />at approximately 20cm below the present ground surface possibly represents an associated <br />living surface, or a natural deflation surface. However, this surface was not documented either <br />as a soil change or a disconformity in the profiled walls of excavations anywhere else on the <br />site. <br />Various portions of Test Pit 3 were cleared to depths of 20 to 37cm (Figure 6, Profile <br />D -D'; and Figure 7, Profile E -E'). The fill in ST5 and TP3 (the Feature 2 Locus) consisted of <br />dark brown (1 OYR 3/3) silty clay to a depth of 32-38cm where fractured and decomposing <br />sandstone was contacted the upper surface of the underlaying bedrock. The upper 5-6cm of the <br />deposit was less compacted than that below. A faint and discontinuous layer of unconsolidated <br />grayish brown fill (apparently decomposed organic matter) was noted at 5-7cm in portions of <br />the units. <br />N4 0 S <br />E <br />- E' <br />PGS <br />c.� , •� ' � +► <br />PGS <br />upright slabs <br />•= <br />slightly darker soil <br />Fe 2 asp <br />atys <br />4®. <br />with pockets of <br />• • .�.m <br />�; <br />charcoal <br />- unoxidized sandstone possible floor of <br />® = oxidized sandstone Feature 2 % <br />20cm <br />❑ = excavated fill <br />Figure 6. Profile E -E', Test Pit 3, Feature 2. <br />slightly oxidized <br />upright slab <br />D— 11 <br />darker soil with <br />pockets of <br />charcoal ; - o <br />l <br />arbitrary level <br />W ) E <br />F <br />AIM=C . co <br />t.l gature <br />_ <br />is <br />.p , o . <br />v o soil <br />o pedestal <br />IL possible Floor of <br />Feature 2 <br />o � ' O =unoxidized sandstone <br />Sandstone hem. ®= oxidized sandstone <br />I ❑ = excavated fill <br />upper contact with compact soil <br />possible living surface or <br />natural deflation surface <br />0 20cm <br />Figure 7. Profile D -D', Test Pit 3, Feature 2. <br />24 <br />