PREFACE

SITETYPE/GEOARCH LANO EFFORT AREA EXCAVATED (SQ M)Mech.Manual Strip Mech. Trench Other Tests122048 T 7 36 STPs on 10 mgrid122050 T 22 STPs on 10 mgrid122045 D 10.5 15 STPs on 10 mgrid98820 D 134 ~12,000 ~650 mIII 190930 T 4 57 STPs134274 D 5 ~28 m6825 D 32358971 D ~250 ~30 ~10 mQuarry SitesIII 21177 T ~8 16 STPs27676 T 8 28 STPsRing MiddenIII 45863 D 83 ~35 m103523 D >76134277 D 34 ~75m131686 D 59 30m131687 D 70 ~95 m130417 T 12 STPsBedrock MortarIIB 68182 D 46.571167 D 37.75MultipleResidenceIII 3334 D 212 713 ~70 mResidentialComplexIA 68188 D ~430 ~3800 ~450 m 382 auger holessame reason, since much of the small debitage produced during the later stages of tool manufacture andtool refurbishment will pass through a quarter inch screen. Third, an adequate sample of artifacts isneeded to discern site structure patterns that may not be evident using only surface artifacts. At many ofthe sites, for example, excavations within fire-cracked rock concentrations were limited to a single 1 by 1m square. Not only is the excavation of so small an area inadequate to determine if a subsurface pit isassociated with the scatter, it is inadequate to recover any artifacts associated with that feature. Taking3-24