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Sockburn Hall, Darlington: an archaeological ... - English Heritage

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. Survey methodology<br />

The earthwork pl<strong>an</strong> was produced within Ordn<strong>an</strong>ce Survey National Grid coordinates<br />

using a combination of total-station theodolite <strong>an</strong>d Global Positioning System (GPS)<br />

equipment, <strong>an</strong>d traditional graphical survey techniques of taped baseline <strong>an</strong>d offset/<br />

radiation.<br />

Initially, a Trimble 5600-series theodolite was used to observe a six-station ring<br />

traverse from which a network of temporary control points was put out, marked on<br />

the ground by red plastic pegs <strong>an</strong>d chalk marks on fixed features such as fence posts.<br />

Stations 1, 2 <strong>an</strong>d 3 were all perm<strong>an</strong>ently marked by brass rivets drilled into earth-<br />

fast stone or concrete to allow <strong>an</strong>y future <strong>archaeological</strong> or conservation activity to<br />

be correlated to the earthwork pl<strong>an</strong> precisely. Traverse observations <strong>an</strong>d control<br />

points were all computed via Trimble GeoSiteV software, tr<strong>an</strong>sferred into AutoCAD<br />

2007 <strong>an</strong>d a plot produced on polyester film at the elected survey scale of 1:1000 for<br />

graphical completion in the field. The resulting field drawing was then sc<strong>an</strong>ned into<br />

the AutoCAD file, <strong>an</strong>d the new detail <strong>an</strong>d scarps traced off <strong>an</strong>d hachured with the<br />

help of Key-Terra Firma v6.7 software.<br />

The three perm<strong>an</strong>ent stations were subsequently each re-observed using GPS to<br />

enable tr<strong>an</strong>sformation of the local divorced site grid to National Grid coordinates.To<br />

do this, aTrimble 4800-series base station was set up over station 1 <strong>an</strong>d programmed<br />

to log satellite data over a two-day period. The data were then computed usingTrimble<br />

Geomatics Office (TGO) v1.63 software against synchronous data downloaded from<br />

the OS network of active GPS stations via the website www.gps.gov.uk, enabling a<br />

high-precision National Grid solution for the position of station 1 to be calculated.<br />

The st<strong>an</strong>dard Chi-Square test was passed after a single iteration of the adjustment<br />

routine using <strong>an</strong> alternative scalar weighting strategy,<strong>an</strong>d broadcast rather th<strong>an</strong> precise<br />

ephemerides. A Trimble 5800-series rover unit was used concurrently to log the<br />

positions of stations 2 <strong>an</strong>d 3 as observed control points via real-time differential GPS.<br />

Coordinates for, <strong>an</strong>d guides to relocating, all three perm<strong>an</strong>ent stations c<strong>an</strong> be found<br />

in the present report at Appendix 5.<br />

The <strong>Sockburn</strong> earthworks, church ruins <strong>an</strong>d churchyard are protected as a Scheduled<br />

Ancient Monument (Durham 40) under the 1979Ancient Monuments <strong>an</strong>dArchaeological<br />

Areas Act. The placement of survey markers <strong>an</strong>d perm<strong>an</strong>ent stations was authorised<br />

under the provisions of the Ancient Monuments (Class Consents) Order 1994.<br />

ENGLISH HERITAGE <strong>Sockburn</strong>

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