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Report of the Archaeological Investigations of the New Castle Court ...

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NEW CASTLE COURT HOUSE PLAZA<br />

NEW CASTLE, DELAWARE<br />

2.0 FIELD INVESTIGATIONS<br />

extending from <strong>the</strong> eastern edge <strong>of</strong> <strong>the</strong> north-south transect, continuing across <strong>the</strong> façade <strong>of</strong> <strong>the</strong><br />

1765/1802 wing, and terminating against <strong>the</strong> stone retaining wall. The alignment <strong>of</strong> <strong>the</strong>se units<br />

consisted <strong>of</strong> six full 5-x-5-ft. units and one partial unit <strong>of</strong> 1.7-x-5-ft. On <strong>the</strong> opposite end <strong>of</strong> <strong>the</strong><br />

plaza, a line <strong>of</strong> units began at <strong>the</strong> western edge <strong>of</strong> <strong>the</strong> north-south transect, extended across <strong>the</strong><br />

façade <strong>of</strong> <strong>the</strong> 1845 wing, and terminated against <strong>the</strong> retaining wall. The alignment <strong>of</strong> <strong>the</strong>se units<br />

consisted <strong>of</strong> five full 5-x-5-ft. units and one 4-x-5-ft. unit.<br />

These east-west and north-south transects formed a ‘T-shaped’ configuration with <strong>the</strong> head <strong>of</strong> <strong>the</strong><br />

“T” abutting <strong>the</strong> circa 1732 block. The alignment <strong>of</strong> <strong>the</strong> units effectively sectioned <strong>the</strong> plaza area<br />

and provided a complete stratigraphic pr<strong>of</strong>ile <strong>of</strong> this portion <strong>of</strong> <strong>the</strong> site. Due to <strong>the</strong> limited space<br />

between <strong>the</strong> façade <strong>of</strong> <strong>the</strong> circa 1732 block and <strong>the</strong> retaining wall, and because <strong>of</strong> possible<br />

subsurface remains, no east-west pr<strong>of</strong>iles were planned for this area.<br />

Six additional units were excavated within <strong>the</strong> east plaza that were not part <strong>of</strong> <strong>the</strong> original scope,<br />

but were supplemented during fieldwork to fur<strong>the</strong>r explore and document a feature beneath <strong>the</strong><br />

plaza fill in this section <strong>of</strong> <strong>the</strong> plaza. These additional units combined with <strong>the</strong> original east-west<br />

transect effectively blocked out <strong>the</strong> central portion <strong>of</strong> <strong>the</strong> plaza fronting <strong>the</strong> 1765/1802 addition.<br />

The total amount <strong>of</strong> test units excavated during this project amounted to twenty-two full 5-x-5-ft.<br />

units, one enlarged 5-x-5.7-ft. unit, and three partial units <strong>of</strong> varying dimensions.<br />

Unit excavation was by stratigraphic layer, or natural level, with undisturbed subsoil (B-horizon)<br />

exposed in many <strong>of</strong> <strong>the</strong> hand-excavated units. Proposal guidelines stipulated that excavation<br />

depth would fully extend to this lower horizon within <strong>the</strong> north-south orientated transects while<br />

<strong>the</strong> remainder <strong>of</strong> <strong>the</strong> units should stay within <strong>the</strong> ten-inch (.85 ft.) limit <strong>of</strong> excavation, a depth<br />

stipulated by <strong>the</strong> renovation requirements. During <strong>the</strong> course <strong>of</strong> <strong>the</strong> fieldwork it became apparent<br />

that plaza fill deposits far exceeded <strong>the</strong> renovation cut-<strong>of</strong>f depth in <strong>the</strong> majority <strong>of</strong> <strong>the</strong> sampled<br />

areas and in order to map <strong>the</strong> underlying features, excavation depth was extended in <strong>the</strong> majority<br />

<strong>of</strong> <strong>the</strong> units (Plates 1 and 2). Depth <strong>of</strong> deposits within <strong>the</strong> western section <strong>of</strong> <strong>the</strong> circa 1820 plaza<br />

remained within <strong>the</strong> restoration excavation limit, while fill deposits approximately 2 ft. in depth<br />

were identified within <strong>the</strong> remainder <strong>of</strong> <strong>the</strong> tested areas.<br />

Once <strong>the</strong> fill deposits were adequately sampled and removed, <strong>the</strong> remainder <strong>of</strong> <strong>the</strong> fieldwork<br />

focused on feature identification. Feature excavation was never intended to be a significant part<br />

<strong>of</strong> <strong>the</strong> archaeological work. In fact, excavated features were largely limited to those that would be<br />

potentially impacted by <strong>the</strong> proposed drain alignments and to o<strong>the</strong>r unique features; those deemed<br />

to be potentially important to <strong>the</strong> history <strong>of</strong> <strong>New</strong> <strong>Castle</strong> that could aid in our understanding <strong>of</strong> <strong>the</strong><br />

early <strong>Court</strong> House and <strong>the</strong> landform that it occupies.<br />

Excavated soils were screened to recover a sample <strong>of</strong> <strong>the</strong> artifacts present within <strong>the</strong>se foundation<br />

fill layers. The recovery <strong>of</strong> <strong>the</strong>se materials should provide chronological control that could fur<strong>the</strong>r<br />

our understanding <strong>of</strong> <strong>the</strong> plaza’s construction and any subsequent changes that it underwent. Once<br />

screened, <strong>the</strong> backfill was transported by wheelbarrow to <strong>the</strong> west side <strong>of</strong> <strong>the</strong> <strong>Court</strong> House and<br />

deposited within a designated area enclosed by safety fence. All fieldwork conformed to <strong>the</strong><br />

guidelines established in <strong>the</strong> Secretary <strong>of</strong> <strong>the</strong> Interior’s Standards and Guidelines for<br />

<strong>Archaeological</strong> Documentation (48FR 44734-37) and <strong>the</strong> DE SHPO’s Guidelines for<br />

Architectural and <strong>Archaeological</strong> Survey.<br />

The yardscape adjacent to and in front <strong>of</strong> <strong>the</strong> <strong>Court</strong> House has been sealed for a long period <strong>of</strong><br />

time and may potentially provide important landscape/yardscape data; thus <strong>the</strong> collection <strong>of</strong><br />

environmental samples from areas where this data is preserved was strongly advocated. Since this<br />

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