Graphics ID no.,spot level no.,Vicus TBM 0.00 m,Vicus Zone,Vicus Zone room,trench,context,feature,description,source,Notes
178,200,-0.79,B,,P,,,?,,
178,201,-1.97,B,,P,,,Drain A floor,,
178,202,-2.57,B,,P,,,sand test (limit of excavation),,
178,203,-0.58,B,,P,,,street surface north of C5,,
178,204,-0.63,B,,P,,,street surface north of C5,,
178,206,-0.54,B,,P,,,"drain A wall, top south side",,
178,207,-0.66,B,,P,,,"drain A wall, top south side",,
178,208,-0.63,B,,P,,,"drain A wall, top north side",,
178,212,0.19,B,,P,,,limit of excavation ,,
325,,,B,H3,H3S,,,plan.  All levels indicated are corrected to 0.00 datum,drawing,TBM2 -0.20 BS 1.28  IH 1.08
337,datum 1,0.085,B,,P,,,Section drawing datum line (upper) as corrected on drawing ,,"TBM ""0.84"" an error for TBM1 = -0.25"
337,datum 2,-0.4,B,,P,,,Section drawing datum line (lower) as corrected on drawing,,
475,datum,-0.48,B,,P,,,section drawing datum,,"TBM ""0.84"" an error. TBM1 =-0.25 BS 0.96 IH = 0.71"
476,,,B,,P,,,Plan. Levels indicated are all converted to 0.00,,
178,89,-0.68,B/D,,H3S,,,concrete surface [2],,
178,90,-0.62,B/D,,H3S,,,concrete surface [2],,
178,91,-0.69,B/D,,H3S,,,concrete surface [2],,
178,92,-0.61,B/D,,H3S,,,concrete surface [1],,
178,93,-0.67,B/D,,H3S,,,concrete surface [2],,
178,94,-0.9,B/D,,H3S,,,concrete surface [3],,
178,95,-0.84,B/D,,H3S,,,gully in concrete surfacing (bottom),,
178,96,-0.68,B/D,,H3S,,,tiling at level of concrete surface [2],,
178,97,-1.02,B/D,,H3S,,,concrete surface [4],,
178,98,-0.92,B/D,,H3S,,,tile frags set vertically in surface [4] (top),,
178,99,-0.89,B/D,,H3S,,,concrete surface [3],,
178,100,-1.06,B/D,,H3S,,,concrete surface [4],,
178,101,-0.53,B/D,,,,,modern ground surface,,
178,102,-0.8,B/D,,,,,,,
178,103,-0.88,B/D,,D1a,,,,,
178,104,-0.57,B/D,,,,,modern ground surface,,
178,105,-0.91,B/D,,D1a,,,limit of excavation,,
178,106,-0.81,B/D,,D1a,,,limit of excavation,,
178,107,-0.55,B/D,D1,,,,west wall,,
178,108,-0.66,B/D,D1,,,,plaster facing on west wall (top),,
178,109,-0.35,B/D,D1,,,,middle basin floor,,
178,110,-0.24,B/D,D1,,,,wall south side middle basin (top),,
178,111,-2.11,B/D,D1,,,,apse -well shaft (limit of excavation),,
178,112,-0.66,B/D,D1,,,,apse beside well shaft,,
178,113,-0.67,B/D,D1,,,,apse beside well shaft,,
178,114,-0.66,B/D,D1,D1b,,,"pier at apex of apse, bipedalis foundation top",,
178,115,-0.46,B/D,D1,,,,"pier at apex of apse, top",,
178,116,-0.04,B/D,D1,,,,"pier at apex of apse, top",,
178,117,0.09,B/D,D1,,,,apse wall east (top),,
178,118,0.53,B/D,D1,,,,"apse, outer east wall (top)",,
178,119,-1.91,B/D,D1,D1b,,,bottom foundation trench,,
178,120,-1.72,B/D,D1,D1b,,,natural sand,,
178,121,-0.84,B/D,,D1b,,,drain roofing concrete,,
178,122,-1.27,B/D,,D1b,,,drain roofing concrete,,
178,123,-0.77,B/D,D1,D1b,,,small patch plaster beside outer apse wall,,
178,124,-0.5,B/D,D1,,,,brick course west wall,,
178,125,-0.67,B/D,D1,,,,plaster facing on west wall (top),,
178,126,-0.71,B/D,D1,D1a,,,foundation level D1,,
178,127,-0.42,B/D,D1,,,,"drain from middle basin, west end, floor",,
178,128,-0.47,B/D,D1,,,,"drain from middle basin, east end, floor",,
178,129,-0.69,B/D,D1,,,,offset foundation NE corner,,
178,130,-0.37,B/D,D1,,,,NE corner wall preserved height,,
178,131,-1.06,B/D,D1,T,,,street surface 'lower' to east of D1,,
178,132,-0.67,B/D,D1,,,,north end of outer wall of apse,,
178,133,-0.49,B/D,D1,,,,"north basin, floor",,
178,134,-0.4,B/D,D1,,,,"north basin, floor ",,
178,135,-0.4,B/D,D1,,,,"north basin, floor ",,
178,136,-0.53,B/D,D1,,,,north basin floor makeup,,
178,137,-0.6,B/D,D1,,,,"north basin, gully",,
178,138,-0.67,B/D,D1,,,,"north basin, gully (socket for marble slab?) ",,
178,139,-0.84,B/D,D1,,,,"north basin, gully (socket for marble slab?) ",,
178,140,-0.84,B/D,D1,,,,"north basin, gully (socket for marble slab?) ",,
178,141,-0.71,B/D,D1,,,,"north basin, gully (socket for marble slab?) ",,
178,142,-0.64,B/D,D1,,,,"north basin, floor",,
178,143,-0.67,B/D,D1,,,,"north basin, floor",,
178,144,-0.7,B/D,D1,,,,"NW corner, damaged",,
178,145,-0.75,B/D,D1,,,,"north basin, floor",,
178,146,-0.71,B/D,D1,,,,street surface to north of basin,,
178,147,-0.64,B/D,D1,,,,street surface to north of basin,,
178,148,-0.63,B/D,D1,,,,street surface to north of basin,,
178,149,-0.53,B/D,D1,,,,north basin foundation,,
178,150,-0.54,B/D,D1,,,,north basin foundation,,
178,151,-0.66,B/D,D1,,,,north basin foundation,,
178,152,-0.76,B/D,,,,,collapsed roof of drain,,
178,153,-0.63,B/D,,,,,street surface,,
178,154,-0.09,B/D,A40,,,,foundation of A40 ('limekiln'),,
178,155,-0.51,B/D,,,,,cocciopesto below kiln,,
178,156,-0.07,B/D,A40,,,,foundation of A40 ('limekiln'),,
178,157,-0.49,B/D,,,,,limit of excavation,,
178,158,-0.44,B/D,A,,,,concrete ,,
178,159,0.07,B/D,A,,,,building A SW corner,,
178,160,0.52,B/D,A40,,,,limekiln A40,,
178,161,0.65,B/D,A,,,,wall SW corner of building A,,
178,162,0.4,B/D,A,,,,wall SW corner of building A,,
178,163,0.71,B/D,A40,,,,limekiln A40 top of wall,,
178,164,0.77,B/D,A40,,,,limekiln A40 top of wall,,
178,165,0.42,B/D,A40,,,,limekiln A40 top of wall,,
178,166,0.09,B/D,,,,,baulk (modern ground surface,,
178,167,-0.59,B/D,,T,,,drain shaft surround,,
178,168,-0.64,B/D,,T,,,drain shaft surround,,
178,169,-0.58,B/D,,T,,,drain shaft surround,,
178,170,-0.56,B/D,,T,,,drain shaft surround,,
178,171,-2.11,B/D,,T,,,Drain B floor,,
178,172,-2.29,B/D,,T,,,Drain C floor,,
178,173,-1.42,B/D,,T,,,Drain E floor,,
178,174,-0.76,B/D,,T,,,Drain E apex,,
178,175,-2.06,B/D,,T,,,Drain A,,
178,176,-0.65,B/D,,T,,,street surface D,,
178,177,-0.69,B/D,,T,,,street surface D,,
178,178,-0.13,B/D,,T,,,wall C1,,
178,179,-0.26,B/D,,T,,,wall C1,,
178,180,0.06,B/D,,T,,,wall C1 top,,
178,181,0.28,B/D,,T,,,wall C1 south,,
178,182,0.12,B/D,,T,,,NW door jamb C2 top,,
178,183,-0.56,B/D,,T,,,West wall C1 top,,
178,184,-0.57,B/D,,T,,,"second kiln structure, floor",,
178,185,0.76,B/D,,,,,bank north of C1,,
178,186,-0.7,B/D,,,,,ground south of D1b,,
178,187,-0.35,B/D,,,,,D1 wall [6],,
178,188,0.02,B/D,,,,,,,
178,189,0.03,B/D,,,,,limit of excavation in N beside A,,
178,190,0.06,B/D,,,,,modern ground between A and H3,,
178,191,1.72,B/D,,,,,19th cent spoil heap,,
178,192,1.59,B/D,,,,,w. retaining wall spoil heap,,
178,193,0.44,B/D,,,,,w. retaining wall spoil heap,,
178,194,0.59,B/D,,,,,w. retaining wall spoil heap,,
178,195,0.89,B/D,,,,,w. retaining wall spoil heap,,
178,196,-0.42,B/D,,,,,limit excavation inside C1,,
178,197,0.38,B/D,,,,,baulk east of T,,
178,198,0.96,B/D,,,,,baulk east of T,,
178,199,-0.02,B/D,,,,,limit of excavation on east side of C1 west wall,,
243,,,B/D,,T,,,plan.  All levels indicated are corrected to 0.00 datum,drawing,TBM2 -0.20 BS 1.31  IH 1.11
258,,,B/D,,T,,,elevation.  Datum marked on drawing not levelled,drawing,
333,datum,0.205,B/D,,T,,,section drawing datum line (0.00 also indicated),drawing/site notebook,
334,"""0.67""",,B/D,,T,,,does not make sense. 0.00 datum reconstructed from levels given for drains,drawing,
334,"""0.93""",,B/D,,T,,,does not make sense,drawing,
335,1,-1,B/D,,T,14,,"east end of E-W drain, tile floor",1989 site notebook,
335,2,-0.8,B/D,,T,14,,"wall north side of E-W drain, top course ",,
335,3,-1.015,B/D,,T,14,,"mortar slot in E-W drain floor, ",,
335,4,-1.13,B/D,,T,14,,drain tile floor 1 m. from east,,
335,5,-1.2,B/D,,T,33,,"tile pipe in drain 14, bottom",,
335,6,-1.265,B/D,,T,14,,"tile floor drain 14, 2 m. from east",,
335,7,-0.92,B/D,,T,14,,"wall south side of drain, top course",,
335,8,-1.08,B/D,,T,32,,"mortar surface, roof of drain D?",,
335,9,-1.085,B/D,,T,10,,sandy surface,,
335,10,-0.8,B/D,,T,24,,top of rim of dolium,,
335,11,-0.805,B/D,,T,20a,,top surface white mortar spread on east side of drain 19,,
335,12,-0.835,B/D,,T,20,,top of mortar ridge east side drain 19,,
335,13,-0.94,B/D,,T,5,,sandy surface,,
335,14,-1.18,B/D,,T,18,,"sandy fill to east of dolium, over sand bedding [22]",,
335,15,-1.19,B/D,,T,26,,"top of imbrex tile, pipe 26, near north section trench T ",,
335,16,-0.585,B/D,,T,2,, 'floor' of kiln ,,
335,17,-0.59,B/D,,T,1a,,top of brick edging drain shaft C ,,
335,18,-0.67,B/D,,T,0,,street surface in avenue D,,
474,,,B/D,,N,,,Plan. Levels indicated are all converted to 0.00,drawing/site notebook,TBM 0.00
477,A,-2.06,B/D,,T,,drain,floor of drain channel,site notebook,TBM 0.00
477,B,-2.11,B/D,,T,,drain,floor of drain channel,,
477,C,-2.29,B/D,,T,,drain,floor of drain channel,,
477,D ,-2.13,B/D,,T,,drain,floor of drain channel,,
477,E,-1.42,B/D,,T,,drain,floor of drain channel,,
477,H3,-0.83,B/D,,T,,drain,floor of drain channel,,
477,H3,-0.88,B/D,,T,,drain,floor of drain channel,,
478,,,B/D,,T,,,drain cross-sections: levels are below 0.00 datum,,
469,,-0.7,D,D1,D1b,,,baulk (modern ground level,drawing,TBM 0.00
469,,-0.66,D,D1,D1b,,,"bipedalis, top of foundation D1",drawing,TBM 0.00
470,,,D,D1,D1b,,,for levels see record sheet,drawing,
471,,,D,D1,D1b,,,for levels see record sheet,drawing,
472,,-1.21,D,D1,D1b,12,,,drawing,TBM 0.00
472,,-1.19,D,D1,D1b,12,,,drawing,TBM 0.00
473,,,D,D1,D1b,,,for levels see record sheet,drawing,
477,,-0.42,D,D1,,,drain,"floor of drain channel, west (basin) end",,
477,,-0.47,D,D1,,,drain,"floor of drain channel, east (street) end",,
178,81,-0.67,D/B,,H3SE,,,"concrete street surface between H3 and D1, north end",,
178,82,-0.5,D/B,,H3SE,,,modern ground level on south-west side of trench H3SE,,
178,83,-0.66,D/B,,H3SE,,,"concrete street surface betweeen H3 and D1, south end",,
178,84,-0.69,D/B,,D1a,,,concrete surface in NW corner of trench D1a. ,,