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AR01055_EMAP_Gazetteer_of_Sites_4-2_10.pdf - The Heritage ...

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Waterford<br />

eastern half <strong>of</strong> the earlier defensive bank. It survived to over eight courses above a stone<br />

footing along the northern section and may have originally stood at over 3m high.<br />

Fig. 303: Plan <strong>of</strong> excavated defences at Bakehouse Lane, Waterford (after Hurley et al. 1997,<br />

23).<br />

Two distinct building styles were identified in the wall, one towards the north and the other<br />

to the south with a distinct constructional break where both meet at the southern end <strong>of</strong> Site<br />

III. <strong>The</strong> wall along the southern section (Lady Lane (Site I) to almost midway through Site<br />

III) was faced with large conglomerate boulders and roughly dressed blocks <strong>of</strong> sandstone laid<br />

horizontally in rough courses above a single-course footing.<br />

Two vertical discontinuities were apparent along the northern length though the masonry was<br />

<strong>of</strong> similar style- regular courses <strong>of</strong> rectangular or squared roughly dressed shale and<br />

sandstone blocks. <strong>The</strong> discontinuities in the masonry may reflect the practice <strong>of</strong> building the<br />

wall in sections by different groups <strong>of</strong> masons.<br />

<strong>The</strong> western (outer) face <strong>of</strong> the stone wall and a gateway were exposed on the southern side<br />

<strong>of</strong> modern Peter Street (Site V). <strong>The</strong> gateway consisted <strong>of</strong> two ashlar built jambs <strong>of</strong><br />

sandstone, three to four courses high above projecting single-course plinths. A compacted<br />

‘street’ surface <strong>of</strong> boulder clay at the same level <strong>of</strong> the plinths was uncovered 3m below<br />

modern Peter Street.<br />

<strong>The</strong> wall was set back from the eastern lip <strong>of</strong> the ditch creating a narrow berm which<br />

increased from 1m at the north end, to 1.7m at the south end due to the divergence <strong>of</strong> the<br />

wall. A metalled surface (4m-4.5m wide) was laid partially on top <strong>of</strong> the berm, and over the<br />

backfilled ditch and extended parallel to the wall for most <strong>of</strong> its excavated length (II, III and<br />

IV, but not I).<br />

Constructional debris such as mortar and chipped stones- apparently derived from dressing<br />

the stones used in the wall- overlay the track-way and indicate that it was built shortly before<br />

the wall was built. Overlying the chippings was a series <strong>of</strong> horizontally-laid radially-split oak<br />

beams 1m to the west <strong>of</strong> the stone wall which extended parallel to it for over 14m. <strong>The</strong><br />

beams ran along the edge <strong>of</strong> the berm and may have marked the line <strong>of</strong> firm ground.<br />

One beam lying directly on the chippings yielded a dendrochronological date <strong>of</strong> 1132±9 and<br />

indicates that the wall was probably constructed in the second quarter <strong>of</strong> the twelfth century.<br />

678

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