DESCRIPTION OF EXCAVATIONS

With the exception of Wall A, the protruding bit of brickwork near the

clump of trees (where Highway 621 makes its turn to the southeast) was

the only evidence remaining above ground in 1956 of Marlborough's past

grandeur. Designated Structure B, it was plainly the remains of a cellar

foundation, which the tangled thicket of vines and trees adjacent to it

tended to confirm. Since its location corresponded with the initially

estimated position of the courthouse, it seemed possible that the

foundation might have survived from that structure.

Excavation of Structure B began accidentally when the excavators began

following the westward course of Wall A-I, as described in the preceding

section on the "Wall System." Wall A-I abutted, but did not mesh with,

the corner of two foundation walls, one of which ran northward and the

other continued on for 28 feet in the same direction as Wall A-I. The

brickwork in the 28-foot stretch of Wall A-I was laid in a step-back,

buttress-type construction. At the bottom course the wall was 2.65 feet

thick, diminishing upward for five successive courses to a minimum of

1.5 feet. A wall running northward--the east foundation wall--was

exposed for 16 feet from the point of its junction with Wall A-I until

it disappeared under the highway. It was found to have the same

buttress-type construction. There was no evidence of a cellar within the

area enclosed by the foundation walls south of the highway.

Excavation of the east foundation wall was resumed north of the

highway, but here no buttressing was found, with evidence of a cellar

visible instead. This evidence consisted of a curious complex of

features, comprising remnants of two parallel cross walls only 4.5 feet

apart with a brick pavement between 4.8 feet below the surface. The east

wall and the cross walls had flush surfaces. The northerly cross wall

was tied into the brickwork of the east wall, showing that it was built

integrally with the foundation. The northerly cross wall had been

knocked down, however, to within five courses on the floor level. The

pavement was fitted against it.

The southerly cross wall was not tied into the brickwork of the east

wall, and the pavement had been torn up next to it. Thus it was evident

that this wall had been erected subsequent to the building of the

foundation, that it had shortened the cellar by 4.5 feet, and that the

cellar extended southward to a point beneath the highway where it was

impossible to excavate. Documentary evidence to confirm this alteration

will be shown below (p. 91).

Extending 12.5 feet north of the original cross wall was another

cellarless section, with step-back buttressing again featuring the

foundation wall. Another paved cellar was in evidence north of this,

extending for 26 feet, with a final 14.25-foot cellarless portion as far

as the north wall of the structure. The interior of the cellar, to the

extent that inviolate trees and shrubs made it possible to determine,

was filled with brickbats and debris, large portions of which were

removed. Evidence, however, of construction of cross walls and of floor

treatment remained concealed.

[Illustration: Figure 33.--SITE OF STRUCTURE B before excavating,

looking northeast.]

The entire length of this extraordinary foundation totaled 108 feet.

The northwest corner of Structure B was not excavated because it was

hidden beneath a group of cedar trees which could not be disturbed.

South of the trees, however, the section of the west-wall foundation was

exposed to a length of 15.5 feet. This section was situated partly in,

and partly north of, the north cellar area. The cross measurement, from

outer edge to outer edge, was 28 feet, the same as the length of the

south foundation wall. Another short section of the west foundation wall

also was exposed from the southwest corner as far as a private driveway

which limited the excavation.

Abutting the exterior of the north wall of the foundation a flagstone

pavement was found, extending 8.45 feet northward and 16 feet westward

from the northeast corner. Against the foundation, within this space,

was a U-shaped brick wall, forming a hollow rectangle 5 feet by 3.6 feet

(inside). The space was filled with ashes, loose bricks, and other

refuse. This brickwork was the foundation for a small porch, the

lime-sandstone slabs surrounding it having been an apron or a small

terrace.

Extending westward from the cedar trees, beyond the projected 28-foot

length of the north wall, was a short section of brick wall foundation,

the outer surface of which was faced with slabs of red sandstone and

dressed on the top with a cyma-reversa molding. The tops of the slabs

were rough, but each had slots and channels for receiving iron tie bars

(ill. 3) that were still in place. This wall was inset four inches to

the south of the alignment of the main north foundation wall.

[Illustration: Figure 34.--SOUTHWEST CORNER OF STRUCTURE B. Piazza

foundation extends to left, with red sandstone block at junction of

piazza with main foundation. To the left of top of sign, molded

red-sandstone trim can be seen which apparently surrounded the piazza.

Bricks in front of trim appear to have been added later as step

foundation. Brick buttressing of main-foundation footing appears at

right.]

The northwest corner of this additional structure was hidden under the

highway. Even now, however, the discerning eye can pick up the contour

of a wall running parallel with the west foundation wall under the

blacktop pavement. For a brief distance, between the point where the

road swings eastward from it and the private driveway covers it again,

excavation exposed this wall. Designated Wall C, it was 22 inches thick,

entirely of brick, with no evidence remaining of red sandstone on the

outside. The exterior surface was 9.5 feet beyond the west foundation

wall.

At the southwest corner of the foundation, evidence matching that at the

northwest corner was found. Here, again inset 4 inches from the line of

the main south foundation wall, were to be seen the tops of

red-sandstone slabs like those found at the north end (fig. 36), in this

case with one tie rod still in place. The driveway obscured the point to

which the corner of this extending structure could presumably be

projected. Subsequent construction against the sandstone slabs had

covered their surfaces with a rubble of brick and mortar that appeared

to be the foundation for masonry steps (fig. 35). Projecting out from

the southwest corner of the foundation was a rectangular red-sandstone

block which appeared to be the corner of these superimposed steps.

Although situated under the driveway, it was apparent by projection that

Wall B-I joined the southwest corner of Wall C. It will be demonstrated

from surviving records that Wall C, with its connecting sections, was

the foundation of a full-length veranda.

The belief which persisted for a time that Structure B might have been

the courthouse was dispelled by documentary evidence showing that it was

John Mercer's mansion.

[Illustration: Figure 35.--SOUTHWEST CORNER OF STRUCTURE B, showing

molded-sandstone trim with added brickwork in front. Bricks also covered

red-sandstone block, lower right. (Diagonally placed bricks at left are

not part of structure.)]

The Cultural History of Marlborough, Virginia An Archeological and Historical Investigation of the Port Town for Stafford County and the Plantation of John Mercer, Including Data Supplied by Frank M. Setzler and Oscar H. Darter · 第 148 / 290 题