Monument record 8235 - Roman Interval Tower West Wall 2 at Nicholas Street

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Summary

A tower was investigated at Nicholas Street in the 1950s. During the excavations it became clear that the tower, as has been seen elsewhere, was a later addition to the basic defences clearly cutting the earth rampart. The overall plan of the tower as excavated suggests a width of 6.55m extending back from the fortress wall. As with other excavated towers there is evidence of a slight widening towards the rear of the structure. The defences of the Roman fortress comprised several components: The rampart (artificial bank), built in the late first century, consisted of a core of sand, clay or rubble held in place to the front and rear by revetments of stacked turves. It was set on a base of close-set transverse logs and measured approx 6m wide by perhaps 3m high. The top of the rampart would have been flattened to create a walkway that could be patrolled and would have had been protected by a wooden palisade. In all the defences defined a rectangular space some 592m long and 411m wide. Towers, initially of timber and measuring 4.42m square, were also placed at regular intervals along each wall as well as at each angle of the fortress, while four major gates were placed at each main access point to control traffic in and out. There may originally have been 44 towers in all, including angle and gate towers, the angle towers perhaps being about 45m apart. The towers were later rebuilt in stone, measuring about 6.5 m square, with the angle towers being slightly larger. They were now placed slightly further apart, at about 62.5m, and the total number reduced to 34 or 36. The rampart was separated from a substantial outer ditch by a flat area called a berm. The berm was about 1.8m wide and the primary ditch about 3m wide by 1.5m deep. At a later date the defences were further strengthened by the insertion of a stone revetment wall laid in regular courses each about 0.30m high against the outer face of the rampart. This measured about 1.5m wide by about 4.75m to wall walk level and was again surmounted by stone breastwork. The ditch was widened and deepened, perhaps up to 7m by 3m, although re-cutting has made the dimensions difficult to measure. The date of construction of the stone revetment wall is disputed. It is possible that the southern and eastern sectors were started at the beginning of the second century, along with the towers, but that remaining sectors were not completed until the early third century. Evidence of two phases of reconstruction incorporating re-used stones has been found on all but the south side, accompanied in some cases by rubble in the ditch. It is suggested that reconstruction to the original width is to be dated to the start of the fourth century, but that doubling of the width may belong to the Saxon period.

Map

Type and Period (2)

Full Description

Evidence for the interval tower primarily came from the 1957 phase of excavations when the opportunity was taken to examine the projected area of the tower along the west wall. The trench confirmed the presence of the tower identifying the 1.20m wide foundation of the north wall with the east, rear wall extending perpendicular to it. During the excavations of the tower it was possible to identify the timber strapping in the infill of the tower originally laid down for the base of the earth rampart indicating the tower was a later insertion into the defensive structure. This was cut by the foundation trench for the east wall. The south wall had been largely truncated by a later pit however. The overall plan of the tower as excavated suggests an overall width of 6.55m extending back from the fortress wall and 4.08m on an east-west axis. As with other excavated towers there is evidence of a slight widening towards the rear of the structure. (1)

A series of archaeological investigations at 11a Nicholas Street (formerly the site of the Carlux Electrical Services Ltd workshop) carried out between 1954 and 1959 identified the remains of the western Roman defences. The first opportunity in investigate arose in 1954 when the Carlux company extended their premises east towards Weaver Street when the work was observed by G Webster of the Grosvenor Museum. The company again extended their premises this time to the south in 1957 with the work observed by F H Thompson. Finally in 1959 a further small area of work was carried out on the site. In all, the works identified an almost complete cross section of the Roman defences identifying the line of the earth rampart (CHER 8213/4), rampart wall (CHER 8214/4) and exterior ditch (CHER 8215/3) as well as evidence of an internal rampart building (CHER 8332) and an interval tower (CHER 8235). (1)


<1> Thompson F.H, 1962, Excavations in Nicholas Street, 1957 (Article in Journal). SCH5869.

<2> Webster, Graham, 1955, A Section Through the Legionary Defences on the West Side of the Fortress (Article in Journal). SCH5738.

<3> Harris, B.E. (ed), 1987, Victoria County History - A History of the County of Chester: Volume I, p122 (Book). SCH3556.

<4> LeQuesne C, 1999, Excavations at Chester: The Roman and Later Defences Part I (Monograph). SCH6156.

Sources/Archives (4)

  • <1> Article in Journal: Thompson F.H. 1962. Excavations in Nicholas Street, 1957. Journal of the Chester Archaeological and Historic Society. 49.
  • <2> Article in Journal: Webster, Graham. 1955. A Section Through the Legionary Defences on the West Side of the Fortress. Journal of the Chester Archaeological and Historic Society. Volume 42.
  • <3> Book: Harris, B.E. (ed). 1987. Victoria County History - A History of the County of Chester: Volume I. p122.
  • <4> Monograph: LeQuesne C. 1999. Excavations at Chester: The Roman and Later Defences Part I. Survey Report No 11.

Related Monuments/Buildings (1)

Related Events/Activities (2)

External Links (0)

Location

Grid reference Centred SJ 403 661 (7m by 9m) (2 map features)
Map sheet SJ46NW
Civil Parish CHESTER NON PARISH AREA, CHESTER, CHESHIRE WEST AND CHESTER
Historic Township/Parish/County CHESTER, CHESTER HOLY TRINITY, CHESHIRE

Protected Status/Designation

Record last edited

Mar 9 2023 12:49PM