February 2008 Monthly Update
As the end of February 2008 arrived, fieldwork for the Joint
Courts Archaeological Project also neared its end. Sixteen months
after we began, excavations in the project area were all but
complete. Only minor field tasks (albeit a substantial list of
them) awaited completion before the anticipated end of fieldwork
on March 14. As in every preceding month of fieldwork, we spent
February focused on the excavation of graves in the former National
Cemetery. By the end of the month, the total number of discovered
graves had reached 1,090, and only a few discovered graves remained
unexcavated. During February, grave excavations were limited
almost entirely to the eastern portion of Council Street, an
area with the same fairly regular distribution of graves seen
in most of the former cemetery and contrasting sharply with the
high grave density seen under the western portion of Council
Street.
Despite the comparatively low density of graves in the eastern
portion of Council Street, the excavation of individual graves
was slowed and complicated by the presence of multiple utility
trenches running east-west across the project area. These trenches
ranged in width from less than 1 foot to almost 4 feet, and in
depth from less than 1 foot to more than 7 feet. The utilities
they held included water, gas, sewer, and electric, both main
and secondary lines, many only recently disconnected. There were
also numerous household services in smaller trenches branching
off the larger trenches and dating to different parts of the
project area’s development. Each of the larger utility
trenches had disturbed, to varying degrees, a large number of
graves, and a good part of our efforts in February consisted
of recording partially disturbed graves and carefully screening
adjacent trench fill for displaced skeletal remains and burial-associated
artifacts.
A single utility remains in place under Council Street: the
high-voltage electrical lines owned by Tucson Electric Power
(TEP). These lines will also be disconnected once a reroute of
the lines around the project area has been completed. Construction
of the reroute began in February and is being carried out by
an engineering contractor working under a separate contract with
Pima County. The reroute consists of a new trench that begins
at the intersection of Council Street and Stone Avenue, heads
south down Stone Avenue to Alameda Street, and then east down
Alameda to Sixth Avenue. Because the new trench passes in close
proximity to the former National Cemetery (and in the vicinity
of other archaeological sites recorded in earlier projects),
Pima County asked the Joint Courts Archaeological Project to
monitor the trenching for possible accidental discoveries of
cemetery-related or other archaeological features. One of our
crew has been working the 10-hour night shift since the start
of the reroute project on February 11. As of the end of the month,
there had been no discoveries of archaeological features in the
construction right of way.
Within the Joint Courts project area, we have removed the fill
from the upper portion of the TEP trench and screened it for
displaced skeletal remains and burial-associated artifacts. Because
it is the widest and deepest trench in Council Street, the TEP
trench disturbed a large number of burials, and the amount of
displaced bone recovered from the trench fill has been considerable.
Once the TEP lines are disconnected, which will not happen for
another few months, we will return to the project area to remove
the concrete conduit holding the lines, screen the remainder
of the trench fill, and explore the area below the trench for
additional grave features. The TEP trench is quite deep—almost
7 feet at its deepest— which means the chances of intact
graves being present below the trench are low, but we are obligated
by the terms of our contract with Pima County (and by archaeological
principle) to ensure that no grave, no matter how badly disturbed,
is left behind.
In addition to the excavation of the remaining graves in the
National Cemetery, we also spent part of February completing
the excavation of several deep privy pits found in the project
area during earlier months. Most notably, we finally reached
the bottom of the privy pit associated with the former residence
at 34 East Alameda Street, but only after abandoning our original
plan to excavate the entire feature by hand. When we had excavated
this pit by hand to a depth of approximately 25 feet—with
the concomitant mechanical excavation of stepped terraces around
it to comply with OSHA excavation safety regulations—we
were still unable to detect the bottom of the pit with a 3-foot
soil probe. We decided to use a 4-inch-diameter bucket auger
(with multiple extensions) to explore the maximum depth of the
feature. When this procedure indicated a maximum depth of more
than 32 feet, we knew we could no longer continue hand excavation
because the necessary OSHA terracing would not only require a
tremendous amount of earthmoving but would probably extend beyond
the limits of the project area. We resigned ourselves to excavating
the lowermost 7 feet or more of the pit by backhoe, using arbitrary
excavation levels.
Also in February, we explored a variety of features discovered
in earlier months outside the limits of the cemetery and associated
with either the original residential or the later commercial
development of the project area. One feature of particular interest
was a partial basement located in the northern portion of the
project area, part of the house that once stood at 286 North
Stone Avenue. This house was immediately north of 270 North Stone,
the former residence of John and Dolores Brown, one of the first
houses built in the project area and occupied by the Browns for
over 30 years. Like 286 North Stone, 270 North Stone also had
a partial basement, documented in earlier months of the project.
The house at 286 North Stone belonged to Fred and Amelia Steward
and was similarly occupied for many years by that family. Mr.
Steward was a local banker; Mrs. Steward, born Amelia Brown,
was the daughter of John and Dolores Brown. The similarity of
the two partial basements, both of which incorporated brick and
dressed basalt in their construction, suggests that the two houses
shared a single builder, although other aspects of the two houses,
notably the floor plans and orientations, were distinct.
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