EFTA00595330.pdf
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REVISED MANAGEMENT SUMMARY FOR
PHASE II ARCHAEOLOGICAL. TESTING AND EVALUATION
PERFORMED FOR
GREAT ST. JAMES HISTORIC VILLAGE SITE
GREAT ST JAMES, U.S. VIRGIN ISLANDS
Prepared for:
Marin
Box 10829
St. Thomas, U.S. Virgin Islands
00801
Prepared by:
Soltisipternational Inc.
M. Box 267011
Weston, Florida
33326
_
1_ 2001
EFTA00595330
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the field work for the PlInc,
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‘'atitnil
(ShIlly) for the (Oval SI. James thstont
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Site
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performed on behalf of Mr. KeN;111 I) ' Amour.
11$
AtrorrIcY
r .”"
111e o wners 01 Great Si. James Island, as pan or thy
P"an"
reqUireineitiS
it)t
. the proposed subdivision and development of the Island.
One of the primary
all the planning and d(cikisciviiii‘Xti‘i)ef
Ihis study
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.ne data tot
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she intent or avoiding and/or lll i ll i lll izing adverse effects to significant cultural resources.
November
I 7, 2006.
I lie study was perlbrmed or
to the Research Ilan approved by your office on
I IOW
nitre N. • 41•04 I de
ore 1: USGS Quadrangle: Eastern St. Thomas depicting the location of Styli
a
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A Phil"
i ArChaallinainil SinVeY Wet M r ilItIlldld kir the Island ad /west et hens in Mara
by M. Iiihralyth Righter of Areheolink
the Arehetettek sWilly lessened te Om
uhnionominn nf a vomplint of Mohave ruins and
booted on the northern pone of
ithstot. boo" roottoo to to ow ',sums CHUM M
howl Village llte
tats
Arroollith study also inenitheg • well, day laid einnsicrnet wells.
to urciletiMintiete tmninidi
in. James %/Maga.
and what they describe
grave she, loomed oft chin motion" but outbids la Ms (neat
i /,,. ri twiny objective of the current Phase II Argliaqui
III Tooting
VIIIttithtkr3 W. or
,„ r.,1 I lc, .fridii I ffff III 4110 Chao l o assitti in the develop
,nt of sits albs,owls 10,0,6
.
II/e •Ill‘ el "C tellP4ICIS IQ gielline•IIII
Co Itorol r4gt,orocii.
To occompt hal the s?
(guy, I I % l . a li• '".; i Ili i$ kt :IS (ICHlulled In tAlitlet dfilii conecrolog du following:
IIIIIIIII
.
Tho horizontal and vertical limits of the Great St. James Village f"le•
,
The contextual integrity of the archaeological deposits
• The existing et
"lion
•
The potential
s of c 'stone architectural resources
the cultural resource to meet criteria
f I listorie Places (Nk !IP)
eligibility to the
National Regis
raiwar. • NMI
nn... r. 4104014,0
3.0
FIELD WORK
The field work 11w the Phase ll Archaeological Testing and !:valuation was oetforme4
between December I anti December 2I, 200.6. The field work was accomplished through
the implementation of the seven tasks enumerated below:
1. Site Reconnaissance
2. Site Clearing
.3. Site mapping and establishment of a site grid
4. Recordation of constructed features
.5. Controlled Surface Collection (CSC)
6. Excavation of Shovel Tests
7. Excavation of one by one meter test units
3.1
Site Reconnaissance
Thc first task performed tau, a reconnaissance of the site area to familiarize the team wit
MIL' area and its immediate environs. The reconnaissance also served to assist in t
planning and ac heduling of the other tasks.
EFTA00595332
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Rev SI James thgtors Village Stir. SI Thooriai. (Mu ult 'Hi re 'sift
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3.2
Site Clearing
The site area was found to.be heavily vegetated and required the cutting of lurge LIMOIMIN
01 brushy and thorny species prior to or during the estublishinent of survey trunsects and
co expose constructed features.
1 3
Mapping and Site Grid
tchruien I. qui?
814"
Prolect Nu nlw4
Brian Moseley and Associates established the site grid b
constructed features.
in:clines and mapped the
3.4
Recordation of constructed features
The constructed features were photographed and measured sketches of the plan of each
building made, examples are provided in later section's of this document.
3.5
Controlled Surface Collection (CSC)
A controlled surface collection (CSC) of the site area was made using collection units
that measured 1.75 meters square and were established at 10 meter intervals.
Figure 2: Controlled surface collection activities in progress
3.6
Excavation of Shovel Tests
Shovel testing was performed at l0 meter intervals to define the horizontal and vertical
limits of the site. Each test measured 30 by 30 centimeters and was excavated
mesh
to
artilactually sterile depths; all excavated soils were screened through
v, inch
hardware.
3
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Figure 3: Photograph of shovel testing activities In progress
3,7
Excavation of one by one meter test units
Five one by one meter units were excavated to test select areas of the site. The areas
selected included thick midden deposits (Figure 4), general site contexts, discrete
concentrations of artifacts and one area in the central part of the site that appeared to be
devoid of materials. In addition to the test units, large areas were cleared of vegetation.
rubble and colluviutn to expose and record architectural features (Figure 6).
Figure 4: Surface of Test Unit 1. Note shell and artifacts
4
EFTA00595334
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4,0
LAIIORATort v
The material recovered from the Phan ii Archaeological Testing and Evaluation are
being processed. We are scheduled to complete analysis by the end of January. 2001.
ruined* I. 2007
!toilet I•rujng Vo 0511414N
5.0
REPORTING
The report of the investiy,ations will be submitted to the VISIIPO for review on or before
March 9. 2007
6.0
PRELIMINARY FINDINGS
61
VI I [AGE PLAN
'Mc Phase It Archaeological Testing and Evaluation performed for the Great St. James
Historic Village resulted in the identification of 17 structures of varying forms and likely
function within the historic village. We note that this number of structures is six less than
reported by Righter in 2005. The village proper exhibits a symmetrical plan that is
rectilinear iri (aim (Figure 7) with what are likely to be small domestic Structures and
ascociatod te;ituret; aligned along, the north edge of the saddle. The larger structures are
located im the west side of the s Wage and gerierady trend along a north to south axis.
1 \No
I structures are located to the west of the village core area (P and Q); these two
structures may represent earlier construction or perhaps specific function buildings
separated from the core village area. Additional possible associated features include a
number of cart paths, a well at Christmas Cove to the west of the village, and const-rnettd
features to the northeast of the village, including one that was considered by Righter
(20(15) to represent a grave,
EFTA00595335
ReVlied Management Summary.
for t SP
he hase
Archaeological Testing and Eval
ti
uaon
Great Si James Historic Village Sa
Thom11 s. USV1
February t. 2007
Sant Protest No 050414.4
Figure 7: Map depicting the location of the Great St. James h istoric illage
Structures
6.1.1 Village Architectural Remains
The remains of seventeen readily definable structures were located and recorded by
measured drawings and photography, examples of the level of documentation is shown in
Figures 8-10. We note that 23 structures were recorded by Righter; the discrepancy
between our findings and Righter's may be in part attributable to the level of exposure
made for each structure; we suspect that because of the thick vegetation and considerable
disarticulation of building materials, some structures may have been considered by
Righter to represent more than one structure.
The domestic and store buildings are represented by rubble masonry foundation walls
that supported timber superstructures. An exception to this pattern is a small building
(M) that contained a full elevation of stone. Interestingly, no evidence for the use of
wattle and lime plaster was noted at the site. Significant amount of the recycling of
building materials appears to have been made in the late 19th-century as evidenced by
ground level foundation walls, an absence of surrounding rubble and artifact scatters in
the building's interiors. Other structures include a large rectangular cistern with a vaulted
roof and catchment basin ( Figure 10), other cisterns, bathhouse and a water trough.
EFTA00595336
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summary
Sae, A
Phase I/ Art.hugyaltv•ili TrAimx
E‘aluala
ai
Jame, /horn*.
Alle.
nuimas. (No
he buildings arc generally poorly to moderately well
onion) numerous diagonal fissures or disarticulated wall
readily discernable.
Figure 8: Example of plan view for Structure A
I
Figure 9: Photograph of Structure NI
FrAnsin I 2007
Suhn rnyn0 Vo 05041414
the surviving walls
However, then plan
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figure 10: Plan View of Structure 1, cistern and catchment basin
6.2
ARTIFACT BEARING MATRICES
We had initially hypothesized in our research proposal that the artifact bearing matrices
would be restricted to surface or very near-surface contexts. This proposition was largely
refuted as artifact hearing matrices were found to extend to depths as much as 18 to 20
centimeters below surface (curbs). An exception to this general pattern is an area near the
center of the site that appears to have been regularly swept, as evidenced by the absence
of top soil and artifacts. The most extensive midden deposits are located along the edges
of the settlement and largely down slope from the structures.
6.3
GRAVES
Two graves were found present in between Structures A and B (Figure 7): both graves
are defined by arrangements of rocks and conch shells.
EFTA00595338
"NIENIPti
Figure I I: Nan
leSS of graves recorded !whs.:ell SI ructuves A and B
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6.4
OTHER CONSTRUCTED FEAR RES
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7
4
Other constructed features that are likely associated with the Great St. James Historic
Village were reported by Righter (2005) are located quite some distance from the village
proper, to the west on Christmas Cove and to the northeast of the village. These features
were visited by us during the course of our presence on Great St. James and were
recorded by photography.
6.4.1
The Features at Christmas Cove
The well at Christmas Cove contains a dry laid rubble casing that is well preserved. me
well was constructed at a location where it intercepts a small gut descending from the
slopes above the well.
EFTA00595339
Figure 12: Well at Christmas Cove
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6.4.2
Features to the northeast of the Village
The features to the northeast of the village are in, or in close proximity to, the large salt
pond located on the extreme north pan of the island. These features include a dry laid
rubble wall constructed with rock and coral was identified by Righter in 2005. The
purpose of this wall remains undetermined. Similar additional walls are reported by
Righter in this same general area.
Figure 13: Dry laid coral and rock wall
EFTA00595340
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A causeway of loose rock and coral crosses the eastern end of a salt pond on the northern
or the island. The rock alignment (in the tone of a stone lined
ties on the
slows
pan
to a location that mop-wins undetermined.
above.
path) continues
tr.,. tn. • •
gilt'
~Oigt P • plc, t vc.
f, I
Figure 14: Photograph of causeway
Figure 15: Stone lined path (continuation of causeway )
EFTA00595341
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Silk kryta,,:ititranar
re
ay!
844.,
44.04)Ovir
The pine ant defused by niosaa as aionimeng
n 499n„,n,
comoucted feature that has brae
partiagy issanica asgains then mi..
ge
faceted coral and slant blocks are knead scaliared Savages
meters in diameter and along the
edges of a large. rev* twat delwesa
0
Figure
Grave pfatifirtri vicntaied in Righter (2005:44)
a
lter (2005:43 and 44) suggests that the disaniculated coral and stone represents the
remains oral/tenor-nem that was set on top of the grave and the depression to be a robbed
izsve. We are not entire!), convinced that this is a grave site, as the amount of worked
rock. and coral appears w be far greater than necessary for a monument (s). and the
depression is far larger than necessary to rob a grave. Additionally, neither Righter nor
our team reports seeing loose skeletal remains that are characteristic of robbed grave
contexts (although we did not screen the sods).
We did however. note an additional constructed leanife w the south r)f the grave platform
described by Righter (Figure 17). Additionally, a number of le-Med areas and the
features described above (dry laid walls. causeway. stone linvi path) were noted by
Righter and us in close proximity to the putative grave.
EFTA00595342
figure 17: Photograph showing relationship of grave platform and additional
constructed feature (north arrow sits on top of additional constructed feature)
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01
hton
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ormiNivion
7.0
PRELIMINARY CONCLUSIONS
7.1
The Great St. James Historic Village
The Phase II Archaeological Testing and Evaluation perefonnt nhed for the Great St. James
Historic Village resulted in the identification of a settlement
of having been occupied in the late 18th-century; howevert atht
contains some evidence
e preponderan
he
artifacts appear to date to the 19th-Century with some minor 'amounts dating to the 20
ce of tth-
century. The settlement contains the remains of 17 rubble masonry structures in varying
states of preservation.
The artifact bearing matrices appear well preserved with contextual integrity. Faunal
remains in the form of large amounts of whelk and moderate amounts of conch
predominate; additionally, the remains of fish, birds, large and small mammals were also
recovered, The Great St. James Historic Village is considered to meet the criteria for
inclusion in the National Register of Historic Places under Criterion D which is defined
as having yielded or may he likely to yield, information important to prehistory or
history.
EFTA00595343
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the phase
Study provides a sufficient amount of
Sober Prelect
030414.4
pop from
ures and archaeological contexts to assist in the
plantriesine:tfuoi:ltibeasdteovtehloepinoct:nttioinn
dus Pfined to
or strict of the island. A proposed
avoid impacts to historic strue
Fi
mad on the western side of the village has been
P eCc"azi
redesirrnad alignment (highlighted in deep blue).
gure 17 shows the location of the
73,2 Christmas Cove Features
itowisuras cove features of concern include a well and a trough which appears to be
etier eclustrisctIon• The well is most likely associated with the hininic settlement and
Righter suggests, possibly also provided mariners with a water supply.
Features to the northeast of village
The. walls, cause ay, rock pathway, potential "grave site", and leveled areas, all within
dose, proXimtly to each other strongly indicate this area to have been the locus for
activities a as yet undetermined nature, most likely related to the village settlement, but
,..vise possibly, independent of it.
8.0
RECOMMENDATIONS
Soltec recommends that the village structures he avoided and preserved in snu within a
deer spaced area.
We recommend that consideration he afforded to developing the
village aria as an interpreted culturally sensitive park like setting.
The proposed road alignment to the west of the core of the ruins complex (Figure 18) will
cut through midden deposits. Soltec will make specific recommendations for mitigating
adverse impacts in the final report of investigations.
8.1 Christmas Cove Features
The well and trough located on Christmas Cove should be preserved in sift and
incorporated into the overall landscape design for the development. We recommend that
the location of the Christmas Cove features be mapped by a Virgin Islands licensed
Surveyor. Additionally, we recommend that a grate be placed over the well opening as a
safety measure.
EFTA00595344
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November 20. 20015
Memorandum
To:
From:
Victor Somme, Director. CZ.M
M
D. JacksgtC Director
M- 1'.•11 1 1 10, Liam 1 'Ir. ,
Subject:
VISHPO Review and Comments regarding Technical Proposal to
Perform a Phase I/ Archaeological Testing and Evaluation Study for an
Historical Archaeological Site Located on the Island of Great St. James,
U.S. Virgin Islands by Soiree International Inc. (11/15/06) for Major
CZM Application No. CZT-12-06 / Christian Klatt-
VISHPO has received the technical proposal referenced above and our comments are as
follows:
•
Pursuant to the Phase I Cultural Resources Survey investigations carried out by
Ms. Holly Righter of Archaeolink in 2004, which resulted in the Report of a
Phase I Cultural Resources Survey of Great St. James Island, St. Thomas, IJSVI,
several significant cultural resources were identified.
•
The significant cultural resources identified by Ms. Righter included the remains
of at least 23 structures, refuse middens, a well, a grave, cart paths, and other
landscape features.
• As a result of the identification of these significant cultural resources, and in light
of the proposed development by Great St. James Properties for residential
housing, further Phase II Testing and Evaluation Study is required to determine
boundaries, depth, documentation, and level of significance for a determination
eligibility to the National Register of Historic Places for the resources identified
The sites are already considered significant for inclusion onto the local Virgin
Islands Registry of Historic Buildings, Sites, and Places.
EFTA00595345
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•
Based on the review of the Phase II Technical Proposal submitted by soltec, it
appears that it meets the recommendations necessary to as
and evaluate the
identified cultural resources as per VISHPO requirements.
OP
The VISHPO also notes that "as a preliminary concept, the culturally significant
site area will be developed as an interpreted, culturally sensitive, passive park-like
setting that maintains the site's inherent archaeological character", and it is our
wish that this concept is supported throughout the planning process; at the same
time, we applaud the developer for this foresight and sensitivity.
•
Our only further concern regarding the Phase II Testing and Evaluation is that the
historic well, which is outside the described "culturally significant site area" be
documented and preserved, with any mitigative testing to be discussed with the
VISHPO prior to disturbance, and the grave site, already identified, be preserved
in place, restored as a marked place of burial, and fenced in, with access allowed.
If either of these alternatives is not conducive to planning and development, the
VISI-IPO is to be contacted and consulted prior to any measures that may impact
the site.
•
As discussed in the proposal (Reporting, p. 5) a Management Summary report
will be prepared for submittal to the VISHPO within three days of the conclusion
of field activities, and as a result this document will be sufficient to issue a
conditioned finding for the purposes of the CZM permitting process. Should
further work be necessary, once agreed-upon and signed, a Memorandum of
Agreement can be put in place to allow the permitting to proceed.
c:
Dean C. Plaskett, Esq., Commissioner and
Virgin Islands State Historic Preservation Officer
Manny C. Ramos, CZM Environmental Engineer
EFTA00595346
EFTA00595347
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| Filename | EFTA00595330.pdf |
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