20190232 Flat Rock Archeo Curtain PH 1A report 2019 PHASE 1A ARCHAEOLOGICAL SURVEY ADDENDUM
PROPOSED CITY CENTER PARKING GARAGE
HIGH ROCK AVENUE
CITY OF SARATOGA SPRINGS
SARATOGA COUNTY, NEW YORK
Prepared for
Saratoga Springs City Center
522 Broadway
Saratoga Springs, New York 12866
Prepared by
Curtin Archaeological Consulting, Inc.
61 Rowland Street
Ballston Spa, New York 12020
(518) 884-7105
Report Authors:
Edward V. Curtin, Ph.D.
Kirsten Dymond, B.A.
January 2019
MANAGEMENT SUMMARY
SHPO Project Review Number:
Involved State and Federal Agencies:
Phase of Survey: Phase 1A
Location Information
Location: Lake Avenue at Maple and High Rock Avenues
Minor Civil Division: Saratoga Springs
County: Saratoga
Survey Area
Length: 108 m (354 ft)
Width: 78 m (256 ft)
Number of Acres Surveyed: 1.2 a (.49 ha)
USGS 7.5 Minute Quadrangle Map: Saratoga Springs
Archaeological Survey Overview
Number and Interval of Shovel Tests: n/a
Number and Size of Units: n/a
Width of Plowed Strips: n/a
Surface Survey Transect Interval: n/a
Results of Archaeological Survey
Number and Name of Prehistoric Sites: n/a
Number and Name of Historic Sites: n/a
Number and Name of Sites Recommended for Phase II/Avoidance: n/a
Results of Architectural Survey
Number of buildings/structures/cemeteries within Project Area: 0
Number of buildings/structures/cemeteries adjacent to Project Area: 0
Number of previously determined NR Listed or Eligible
buildings/structures/cemeteries/districts: 2
Report Authors: Edward V. Curtin, Ph.D. and Kirsten Dymond, B.A.
Report Date: January 2019
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TABLE OF CONTENTS
INTRODUCTION 1
Project Location and Description 1
Purpose and Scope of Work 1
ENVIRONMENTAL SETTING 1
SITE FILES RESEARCH 4
PREVIOUS ARCHAEOLOGICAL RESEARCH 4
Summary, East Side of High Rock Ave 6
NATIONAL REGISTER OF HISTORIC PLACES SITES 6
MAP RESEARCH 6
MAP-DOCUMENTED STRUCTURES 8
PRIOR DISTURBANCE 9
ARCHAEOLOGICAL SENSITIVITY 10
PHASE 1A SUMMARY AND RECOMMENDATIONS 11
REFERENCES 12
APPENDIX A: FIGURES 13
APPENDIX B: PHOTO 34
APPENDIX C: NEWSPAPER CLIPPINGS 42
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INTRODUCTION
Project Location and Description
Curtin Archaeological Consulting, Inc. has been retained by the Saratoga Springs City
Center to conduct a Phase 1A archaeological survey addendum for the proposed project
including a parking garage, commercial space, and park and green space located between Lake
Avenue, Maple Avenue, High Rock Avenue and York Street in the City of Saratoga Springs. The
project site currently is a paved parking lot with small medians and slopes that are covered with
grass and tree plantings. Sidewalks and narrow grassy strips border the street sides.
The present Phase 1A archaeological survey addendum is an addition to the previously
conducted Phase 1A archaeological survey (Curtin 2014). The previous Phase 1A
archaeological survey included the north section of the existing parking lot. The addendum
includes the southern section of the existing parking lot. The southern section contains two
existing parking areas separated by a grassy slope. These areas are referred to as the northern
and southern sections of the presently considered Area of Potential Effect(APE). Previously,
based upon the review of the 2014 Phase 1A archaeological survey, the New York State Historic
Preservation Office determined that the parking garage project as it had been proposed at that
time would have no effect/no impact upon archaeological sites.
The present APE is the area south of the previous survey area. Current plans indicate
that the southernmost part of the APE fronting on Lake Avenue will be a park referred to as Flat
Rock Park. The parking area to the north will be retained and continued in use as a small, open
parking lot. Trail, market, and landscaped space will border High Rock Avenue.
The Phase 1A archaeological survey addendum was conducted to meet the procedures
and information requirements of all federal, state and local regulatory processes. The report
content and format follow the standards adopted by the New York State Archaeological Council
(NYAC) and recommended by the New York State Office of Parks, Recreation, and Historic
Preservation (OPRHP).
Purpose and Scope of Work
The purpose of this Phase 1A archaeological survey is to assess the archaeological
sensitivity of the project's APE and to identify conditions such as indications of prior disturbance
within the project APE. The scope of work for this undertaking includes: (1) assessment of the
environmental setting and indications of prior disturbance; (2) compilation and interpretation of
background information including a site file search and map research; and (3) a report of findings
with recommendations.
ENVIRONMENTAL SETTING
The APE for the currently proposed southern extension of the project is located in an
urban setting within the City of Saratoga Springs. This setting includes the late 19th-early 20th
century structures across Lake and Maple Avenues such as The Saratogian building and
Saratoga Springs City Hall (Photos 1 and 2). More broadly, the urban setting of this southern
section includes the Broadway Historic District to the west. This district is bounded in the vicinity
of the proposed project by the west side of Maple Avenue. In addition, the project site is
immediately adjacent to large, modern buildings including the Hampton Inn and High Rock
Condominiums, LLC, located to the east across High Rock Avenue, and other recent
development in this vicinity (Photos 4-6).
The controlling, local environmental influence is the location of the project within
Saratoga's valley of the springs bordered by the escarpment on the west side of the project
location. The valley of the springs contains a series of springs where mineral water seeped to
the surface during precontact and early historic times, or where wells have been piped or drilled
during the historic and recent eras to access the spring water. The occurrence of the springs
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results from bedrock faulting that created the low limestone and dolostone escarpment that runs
through the project site and opened the surface to spring water. The escarpment and valley
continue north and south of the project site.
The exposed rock of the escarpment is seen a short distance to the north in High Rock
Park. An early view of the escarpment and adjoining High Rock Spring were published in the
Columbian Magazine in 1797 and has been reproduced in Swanner(1988:19). Swanner
(1988:73) showed another view from 1840 in which the settlement on top of the escarpment and
the undeveloped, park-like setting of the spring valley are observed. Swanner(1988:29)
identified the escarpment in High Rock Park as part of the Saratoga Fault.
One of the earliest identified and frequented springs is Flat Rock Spring, which reportedly
ran dry in 1839 due to the tubing and exploitation of the Pavilion Spring nearby on the other side
of Lake Avenue. According to Swanner(1988:63-64), Flat Rock Spring was discovered soon
after High Rock Spring was visited by Europeans in 1767. The Flat Rock Spring was located on
the edge of the marsh that formed at the foot of the escarpment. It was a popular spring
enclosed in a Chinese-style pagoda with a dipper boy assigned to assist the many visitors.
Gardner Bullard built a bathhouse next to it(Swanner 1988:64). Swanner(1988:64) quoted a
report from 1880 that noted that"The Flat Rock Spring still exists but it is covered by the
tanneries".
Flat Rock Spring and the adjoining bathhouse are shown on an 1848 map of Saratoga
Springs (this report, Figure 8). The"tanneries" probably refers to the hide and wool rendering
operations a little to the north of the spring area. These are shown on a series of maps from
1876 onward, where this operation is first labeled soap and candles in 1876 (This report, Figure
11), and soon after by various iterations of"hides, skins and wool" (1884-1950, Figures 12-18)
The site of Flat Rock Spring is beneath the southern part of the present-day parking lot within the
current APE.
Various other springs located farther north in the valley include High Rock, President's,
and Red Springs (among others)while to the south are Congress and Columbian Springs
(among others). The effect of the concentration of springs at the foot of the escarpment was to
turn the valley swampy, and this situation is alluded to repeatedly, in particular when the swamp
was drained in places in order to develop specific springs for use by tourists. The area around
the original location of High Rock Spring (which featured a cone of mineral precipitate)was so
wet that it sometimes resembled a lake (Swanner 1988:177-178). The initial settlement of
Saratoga Springs was located on top of the escarpment (north of the project site)where a tavern
with rooms served visitors to High Rock Springs (Sylvester 1878) in the swampy lowland. The
well-drained surfaces within the valley today are the result of draining and substantial filling.
Elevations within the APE range from approximately 270 feet above mean sea level
(amsl) along High Rock Avenue to approximately 280 feet at Maple Avenue (and there is a
notable rise proceeding north along Maple Avenue). North of the APE, the parking lot is well
characterized as divided into a lower lot along High Rock, and an upper lot along Maple (C.T.
Male 2013). Although the ground rises gently to the west across the lower lot, much of the
change in elevation (as much as 15-18 feet north of the APE) occurs with the rise of the
escarpment above the lower lot. The escarpment here has a very steep slope covered with earth
or fill and grass and weeds. The height of the escarpment decreases to the south toward the
current APE. This topography as it exists today has been much-modified from natural conditions
by the process of urban development, including the leveling of the lower parking lot. This
lowered (and previously disturbed) lower lot extends into the northern section of the present APE.
It is separated from the southern section of the present APE by a sloped grassy area (indicating a
deeper cut for parking lot construction north of this grassy slope).
The geoengineering study for the larger parking garage project found fill composed of
sand, silt, gravel, cobbles, brick, concrete, ash, glass, and other materials (as summarized in
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Curtin 2014). The reported thickness of the fill is 5.5-12 feet(below up to1 foot of asphalt
pavement and sub-base material). Standard penetration resistances show that the fill varies from
loose to very compact. Below the fill occurred silt with variable amounts of clay and sand, inter-
bedded in places with peat layers usually less than 6 inches thick. The silt underlying the fill
ranged from 3-8 feet deep. At one test boring (B-12), sand with relatively thin seams of peat was
directly below the fill; the sand occurred above the silt layer observed elsewhere. Limestone
bedrock occurred below the silt(or in test boring B-8, directly below the fill).
Archaeological investigation across High Rock Avenue from the project site found fill soils
surmounting soils in different states of prior disturbance or preservation. Some test areas only
encountered fill, and these were the most deeply disturbed locations tested. Where sub-fill
deposits were reached, the depth of fill generally ranged from about 2.5 feet(0.8 m) to about 5
feet(1.5 m). The lowest strata encountered did not contain artifacts and were composed of clay
or silty clay (Curtin et al 2006). Artifacts occurred in fill soils (or possibly in deposits above built
land).
According to the county soil survey, the soil types associated with this project site and
adjoining properties are Deerfield loamy fine sand and Windsor loamy sand. Soil information
based upon the county soil survey (USDA 1992) is presented in Table 1. The spatial distributions
of these and surrounding soils in the vicinity of the project site are shown in Figure 3. The higher
slope associated with Windsor loamy sand, rolling appears to reflect the presence of the
escarpment, yet does not actually reflect the near-vertical rock face along the escarpment, as can
be observed in High Rock Park.
Table 1: Soil Descriptions (USDA 1992)
Name Soil Horizon Depth Color Texture Slope Drainage Landform
(symbol) cm(in) yo
On glacial
Deerfield loamy A 0-18 (0-10) V Dk Gr Br Lo Fi Sa Moderately outwash
fine sand, B 18-94 (10-26) Mot Dk Ye Br Lo Fi Sa 0-3 well drained plains and
nearly level C 94-229(26-44) Mot Ye Br Fi Sa terraces
(DeA)
0-5 (0-2) Decomposing Pine needles On glacial
Windsor loamy A 5-28 (2-11) V dk gr br Lo sa Excessively outwash
sand, rolling B 28-53(11-21) Ye br Lo sa 8-15 drained plains and
(WnC) B 53-64(21-25) Ye br Sa terraces
C 64-183(25-72) Lt ye br Sa
Key: mot: mottled;v: very; dk: dark; gr: gray; br: brown; ye: yellow; lo: loam; fi: fine; sa: sand
A summary of these varied data on soils reveals the following information: the soil
survey mapped loam and loamy find sand within and adjacent to the project site. The
archaeological investigation performed for the large area directly across High Rock Avenue found
silty-sandy upper soils often in disturbed condition, as well as artifactually sterile lower clay and
silty clay soils. The finding of silty-sandy soil above clayey soil probably reflects filling as well as
the formation of soils in a swampy environment(as recorded by early accounts). Since the sand
contains middle 19th century to early 20th century artifacts, it appears that the sand was deposited
during the period of 19th-20th century human occupation, perhaps after draining had lowered the
water table. Within the parking garage project site, the sub-fill soils are primarily silt with some
clay and sand as well as peat layers. These sub-fill soils within the project site seem to
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correspond best with the artifactually sterile clay and silty clay characterizing the deepest soil
found at the Hampton Inn-High Rock Condominiums Project site across High Rock Avenue. The
sand found within the project site tends to occur in the fill, except for the deposit interspersed with
peat at Boring B-12. The thin layers of peat within this sand speak to sequences of faster and
slower flowing water and vegetation growth consistent with the fluctuating action of a spring
within a swampy environment. Within the parking garage project site, the kinds of soil layers
consistent with 19th-20th century site use were not identified as stable surfaces within the
geoengineering data. Plausible explanations for this are that the corresponding sand strata have
been removed or mixed with building material within the project site.
SITE FILES RESEARCH
The archaeological site files of the New York State Museum (NYSM) and the Office of
Parks, Recreation, and Historic Preservation (OPRHP), both maintained by OPRHP, were
reviewed in order to identify whether archaeological resources have been reported previously
within or adjacent to the project boundaries. Seven previously recorded archaeological sites
occur within a one-mile radius. These sites are identified in Table 2.
Table 2: Archaeological Site File Search Results
NYSOPRHP Site Additional Site# Distance to Time Period Site Type National
# APE m(ft) Register
09140.000970 Gasholder Buildings 980(3215) 1873-1929 Gasholder Listed
Archaeological Site facility
09140.000307 Saratoga RR Station 232(761) 19th-20th C. Historic Undetermined
09140.000338 Congress Spring 523(1716) 1811-late Historic Undetermined
Bottling Plant Historic 1860's Bottling Plant
Complex
09140.001512 Lake Avenue Gasholder 174(571) Mid 19th C. Historic Eligible
NYSM 6907, Sara 3B 0 No Info Camps
NYSM 4698 1038(3406) Woodland Village
NYSM 4697 1073(3520) No Info Village
Three of these sites are precontact period sites while 4 are historic period sites. Two of
the precontact period sites are depicted as more than %/ mile away. The project site is within a
recorded precontact period archaeological site identified in the New York State Museum site file
as NYSM No. 6907, described as ACP Sara 3B "along the escarpment". ACP refers to the
inventory of early 20th century New York State Museum archaeologist Arthur C. Parker. Sara 3
refers to Saratoga County Site 3 in his inventory. B is a designation later assigned to part of Sara
3 by the New York State Museum. NYSM No. 6907 is depicted as covering a large area in the
general vicinity of the escarpment referred to in the Environmental Context section of this report,
as well as the continuation of the escarpment. However, as noted in Curtin (2014), the NYSM
depicted the archaeological site as an area much broader than the location of the escarpment.
Accordingly, NYSM 6907 is considered to be a vague designation in terms of spatial data. It may
refer to more than one location along the escarpment, but it probably does not refer to the
majority of locations along the escarpment. This information therefore vaguely indicates the
sensitivity within the project area for the occurrence of precontact period archaeological sites.
PREVIOUS ARCHAEOLOGICAL RESEARCH
Curtin (2014) examined the area north of the present APE in a Phase 1A archaeological
survey. This survey found that the APE considered in that report, which is the northern part of
the currently proposed project, was too disturbed to warrant a Phase 1B archaeological survey.
SHPO concurred with this finding.
Curtin et al (2006) reported an archaeological investigation immediately east of the
project site. This investigation was located at the present-day site of the Hampton Inn and Suites
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and the High Rock Condominiums LLC, which occupy the block between Lake Avenue and York
Street on the east side of High Rock Avenue. This investigation included a Phase 1
Archaeological Survey and a Phase 2-3 Data Recovery. The results of this investigation are
drawn upon and cited in several sections of the present report, especially as they aid
interpretation of environmental setting and evaluation of evidence of prior disturbance.
The archaeological investigation on the east side of High Rock Avenue examined an
area of similar size to the parking garage parking site (including the parking lot to be maintained
or modified into park area, as well as the parking structure). The Phase 1 investigation found that
the area that had been razed, graded, and paved over for parking was too disturbed for intact
archaeological sites to occur. An additional 10 test trenches were placed in the area to the north
that also had been used as a parking lot, but which had a gravel surface where evidence of
foundations was visible at ground surface in one area. Most of these trenches also found
extensive evidence of prior disturbance. However, five areas were examined further. While
additional evidence of severe disturbance was found in all areas, an area of intact foundations
proved to be associated with a late 19th-early 20th century iron-clad tenement building. This
foundation was placed in sandy soil that had a Terminus Post Quem (TPQ) date of 1885. This
late date is identified by the occurrence of an artifact or artifacts of well-documented periods of
manufacture, hence the designation of terminus post quem, the time after which the
archaeological context was open for depositional events to occur. This information indicated the
approximate time when the fill was deposited to raise the surface above poorly drained soil, i.e.,
1885 or later. All soil strata above this sandy soil had similar or later TPQ dates, indicating that
this site was used soon after filling.
At the iron-clad tenement building, the close proximity of the top of the foundation to the
present-day ground surface permitted excavation from the ground surface without the need to
remove deep fill with a backhoe. One hand excavated 1x2 meter unit found a layer of fill 10 cm
thick over a builder's trench along the foundation wall. The builder's trench contained 6 distinct
backfill deposits referred to as Strata 2-7. The TPQ date of the deepest of these (Stratum 7)was
1887. The TPQ of the fill capping the builder's trench was 1888. These dates closely
approximate the time when the iron-clad tenement building first appeared on Sanborn Insurance
maps: 1896-1900. This clustering of TPQ dates in the late 1880s is indicative of extensive
transformative events about this time, which apparently included the built land event as well the
construction of the building itself.
The other excavation area at the tenement building site was 1x3 meters in size and
oriented perpendicular to the foundation. The upper two strata were fill deposits consisting of
very dark brown silty sand and crushed stone (Stratum 1) underlain by coal ash (Stratum 2).
Their TPQ dates are 1923 and 1920, respectively. Both depositional events occurred above the
foundation. Stratum 3 was mottled (i.e., at least somewhat disturbed) dark gray brown and dark
yellow brown silty sand found in a thin layer above the foundation that thickened to the west away
from the foundation. Its TPQ date is 1920. It may have been a context open during the last
stage in the existence of the tenement house. The iron-clad building disappeared from the
Sanborn mapping between 1909 and 1926, approximating the ages of the fill layers covering the
foundation. Below these, Stratum 4 was coal ash with a TPQ date of 1915. This layer seems
certainly contemporary with the occupation of the building. The lowest stratum, Stratum 5, was
dark yellow brown silty sand with a TPQ date of 1885. The main importance of the iron-clad
tenement site for the present analysis is that its existence outside of a cut-down and paved
parking lot provides a contrast with conditions within the proposed parking facility that is the
current subject of analysis. Although most of the Hampton Inn-High Rock Condominiums project
site was disturbed, the tenement house foundation was relatively well-preserved, probably
because the existing grades in this location were suitable for use as a parking lot without cutting
the surface down, and because this section of the larger lot was never graded for asphalt paving.
Also, it is possible that the large, strong foundation that supported iron-clad walls is an anomaly
that was not removed due to the relatively massive scale of construction.
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The clearest picture of the soil stratigraphy, albeit showing evidence of disturbance, is the
area behind a former blacksmith shop near the corner of High Rock and York. The clearly
undisturbed level of this site contained a toppled pile of roof slates (some drilled/punctured) lying
on top of the basal clay to silty clay soil that underlies local sands. Four soil strata lay above the
top of this clay. Immediately on top of the clay was a very dark gray brown silty sand. Although a
fill soil (it was deposited above the layer of roof slates) its dark color indicates that it may have
been a stable topsoil for a while. Its TPQ date is 1885, indicating that there also was extensive
late 19th century activity at this site, leading to soil deposition (the short time frame of decades at
most after the slates toppled indicates that this is primarily a fill deposit, rather than the
development of a topsoil per se). Above this ca. 1885+ silty sand occurred yellow hard-packed
sand with a TPQ of 1855. The reversed TPQ sequence in comparison to the stratigraphic order
indicates that this yellow sand was re-deposited. It seems also to have been compressed. It
even may have been trucked in from off-site to raise the grade due to wet conditions. Above the
hard-packed yellow sand occurred two different soils at the same depth but in different locations.
These soils include yellow brown silty sand with an 1860 TPQ (apparently another episode of re-
deposition), and dark brown to dark gray silty sand and clay with a TPQ date of 1885 (but most
likely deposited sometime after 1885, since the 1885 TPQ also occurs substantially below this
stratum). Above this, was a layer of dark yellow brown silty sand with ash and charcoal. Its TPQ
is 1891. Fill deposits removed with a backhoe occurred above this. This excavation showed that
significant late 19th century activity involved moving soil around here (as well as at the iron-clad
tenement site). Its main importance with respect to the present analysis of the proposed parking
structure is two-fold: (1) it illustrates the fill nature of the sandy soils above the clays and silts,
and (2) it shows that the poorly drained basal clay/silty clay underlying the sandy soil deposits do
not contain precontact or historic period artifacts.
Summary, East Side of High Rock Ave
The Hampton Inn-High Rock Condominiums site across High Rock Avenue from the
present report's APE showed a high level of prior disturbance. Areas of good archaeological
preservation were encountered in places, but these were places where the ground was not cut
down for asphalt-paved parking lot construction. A poorly-drained, clay or silty clay underlay
sandy fill soil at the Hampton Inn-High Rock Condominiums site. This silty-clayey soil did not
contain precontact period or historic period artifacts.
NATIONAL REGISTER OF HISTORIC PLACES SITES
The project site is located near the National Register of Historic Places-listed Broadway
Historic District, which has an eastern boundary along a part of the west side of Maple Avenue.
Photos 2 and 3 show the adjoining east side of the historic district, including the rear view of the
City Hall building as well as other structures more distant in the background.
The East Side Historic District begins some 74 m (243 ft) to the east. Photos 4-6 look in
this direction, but the historic district is rather effectively screened by taller, more modern
buildings.
Table 3: National Register Districts Nearby
NR# Description Address Distance m(ft)
90NR02600 Broadway Historic District Saratoga Springs, NY 19(62)
90NR02601 East Side Historic District Saratoga Springs, NY 74(243)
MAP RESEARCH
The following maps, ordered chronologically, were consulted to identify possible historic
sites. Where possible, maps were rectified using GIS software. Historic map coverage is
inclusive for the years 1779 to 1954. Not all maps contained useable information, while some,
such as the Sanborn insurance maps presented redundant information. The maps that provide
6
information useful for analysis in this report are presented here as figures. The figure numbers
are included in Table 4. Spatial distortions in the underlying historic maps may be apparent in
comparison to the APE outline once rectified.
Table 4: Historic Maps Consulted
Map Date Reference Name/Other in PA
1779 A Chronological Map of the Province of New York, none
Claude J. Sauthier(Figure 5)
1829 Map of the county of Saratoga, David H. Burr(Figure 6) none
1839 Map of the Property of Henry Walton(Figure 7) Public square with a possible
spring house or pavilion for
Flat Rock Spring
1848/1852 Map of Saratoga Springs, John Bevan (Figure 8) One building "American
Bathhouse", Flat Rock Spring
1856 Map of Saratoga County, New York, Samuel Geil (Figure Five Buildings
9)
1866 Atlas of Saratoga County, S.N. Beers and D.G. Beers One church plus five other
(Figure 10) buildings,
1876 Map of Saratoga Springs, F.W. Beers and L.H. Cramer Zion Church, Rawson
(Figure 11) Merchant Soap, Candles
Alberdiek,
1884 Sanborn Insurance Map(Figure 12) 11 Buildings: "Negro"Church,
Hides and Skins, Wool,
Storage, Old Lumber Bones,
Carriage, For Rubbish. (Some
are unreadable or are not
labelled)
1888 Burleigh Bird's eye view(Figure 13) At least 4 buildings
1889 Sanborn Insurance Map(Figure 14) 10 Buildings: Imperial
Spring..., Storage, Carriage...,
"Colored" Church, Church (old)
(The rest are unreadable or
are not labelled/named)
1900 Sanborn Insurance Map(Figure 15) 18 Buildings: Painting, Stoves,
Vacant, Carptr, Hides and
Wool,A.M.E.Zion Church
(The rest are unreadable or
are not labelled/named)
1926 Sanborn Insurance Map(Figure 16) 22 Buildings: Hides and Wool,
A.M.E.Zion Church, Pool,
Carp'r, Storage, (The rest are
unreadable or are not
labelled/named)
1932 Sanborn Insurance Map(Figure 17) 21 Buildings:A.M.E.Zion
Church, Furne, Hides and
Wool..., Carp'r, Furn'e
Storage(The rest are
unreadable or are not
labelled/named)
1950 Sanborn Insurance Map(Figure 18) 20 Buildings:A.M.E.Zion
Church, Furne, Hides&Wool
Rendering, Carp'r, Furn'e
Storage(The rest are
unreadable or are not
labelled/named)
1954 Sanborn Insurance Map(Figure 19) 5 Buildings: A.M.E. Zion
Church, Police Department
(The rest are unreadable or
are not labelled/named)
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MAP-DOCUMENTED STRUCTURES
The Sauthier and Burr maps illustrate the development of historic roads and general
aspects of settlement pattern, but do not show structures in the project vicinity. The Sauthier
map predates the permanent settlement of Saratoga Springs. The Burr map typically does not
show house locations. These maps are presented to show general information from these
periods.
The 1793 Saratoga Springs map, the 1813 map of the lands of Walton, the 1879 Cramer
and Mott map, and the 1881 Lawrence maps were reviewed, but since they do not show
structures within the project site, they were of little use and are not depicted as figures here.
On the 1839 map public space is indicated in the project APE where the former Flat Rock
Square had been developed around Flat Rock Spring. A slight inflection in the street orientation
is associated with this square and Flat Rock Street (no longer existing) north of it. A small
structure appears to be oriented diagonal to the street pattern. This may have been a spring
house or pavilion. There is no other development within the APE.
The 1848 Bevan map shows Flat Rock Spring in the southern part of the APE. To the
north is the American Bath House, which fronted on the spring. A small building in the same lot
but north of the APE may have been as associated dwelling.
The 1856 Geil map shows this area transformed, with the spring not indicated, and 5
structures at various corners and locations within the APE (the American Bath House appears to
have been razed). A street crosses through the APE, but seemingly north of the earlier Flat Rock
Street.
The 1866 Beers atlas shows a similar pattern, although a little more filled in. Importantly,
however, this map shows a church in the location later occupied by the African Methodist
Episcopal Zion Church. This structure is depicted as oriented roughly parallel to High Rock
Avenue, but a little askew, perhaps influenced by the escarpment behind it. A street separated
the church from the square formerly around Flat Rock Spring, which had small structures hugging
the streets, perhaps avoiding the spring location.
The 1876 map shows the Zion Church in the same location with the same orientation.
The street has disappeared, and a large building labeled Alberdiek or Albendiek is where its
Maple Ave. outlet would have been. Fewer but larger structures occupy the former block to the
south. These structures are associated with the name Rawson Merchant, and a label for soap
and candle manufacturing.
The 1884 map is the first of the Sanborn Insurance maps (which typically contain
significant detail). The African-American church is shown in similar size and orientation to the
earlier maps. The business to the south appears somewhat expanded, and the soap and candle
manufacturing has been replaced by work with skins, hides, and wool.
A stylized view of how the project site looked in the late 19th century is shown in the 1888
perspective drawing by Burleigh. In the Burleigh drawing, A.M.E. Zion Church is apparent and
oriented perpendicular to High Rock Ave. Its roof is labeled 9 in relation to the key.
The detail of the 1889 Sanborn map shows a striking change since 1884: the African-
American church is present but now oriented perpendicular to Maple Avenue. Armstead
(1999:126) reported that the congregation moved into a new building in 1888, consistent with the
history recoded by the Sanborn maps 1884-1889. The old church building or site is marked on
the map close to High Rock("Spring")Avenue. The new church building's location close to but
perpendicular to Maple Avenue suggests that it may have taken advantage of the escarpment to
8
open on Maple while providing a lower story opening toward High Rock. In 1888 the Church was
named Dyer Memorial A. M. E. Zion to recognize the donation from hotel owner Mrs. Benjamin
Dyer that allowed the purchase of the new building (Armstead 1999). According to author Myra
B. Young Armstead (1999:126) the more recent name, Dyer-Phelps A.M.E. Zion, appears to also
recognize a donation ca. 1900 associated with a descendant of philanthropist and abolitionist
Anson Green Phelps, who left money to his grandchildren intended for them to spend on
evangelical activities.
Also in 1889, industrial and commercial buildings continued to be located south of the
church, but a large building has been constructed along Lake Ave. toward High Rock. This
appears to be labelled Imperial Spring (Imperial Spring was another name for Flat Rock Spring;
Swanner 1988:63).
The A.M.E. Zion Church continues to be shown in the same location on all subsequent
Sanborn Insurance maps, 1900-1954. However, there were subsequent changes to the south,
first by 1900, and later there was major change 1950-1954. The complex of buildings to the
south changed by about 1900 in that the large building fronting on Lake Ave that appeared on the
1889 map was replaced by several smaller structures sharing common walls on the 1900 map.
By the same time (1900) the large building at the corner of Lake and Maple was subdivided for
different functions. Small, connected buildings also appeared on the south end of High Rock by
1900, rather filling the available space of earlier decades. Immediately south of the Zion Church
there was long-term continuity in the presence of a long, narrow building associated with hide
and wool processing. Immediately northeast of the church a 2-story dwelling appeared on the
church lot on the 1900 Sanborn map. Although it isn't clear in the labeling of the 1889 map, it is
possible that this dwelling was built in the site of the older church. This dwelling also continued on
through 1954. It is assumed to be a rectory due to its location; it was a bit askew of the church
because it fronted on High Rock, which isn't exactly parallel to Maple Avenue at the Lake Avenue
end. Following these developments, the street-scape here changed little if at all from 1900-1950.
Despite the long-term continuity of the first half of the 20th century, major change is
depicted on later Sanborn maps. Although the Zion Church, the dwelling on its lot, and the
structure immediately to the south remain, the hide and wool processing building has been
converted into a police station (or police garage by one account), while all of the buildings to the
south were removed. In this southern area a new structure appeared. It was small compared to
some of the buildings previously on the site. It appears to have been one-story and it was
constructed turned at a 45-degree angle to the street pattern. Its "C.B." label indicates that it was
a concrete block structure. Although the function of this building was not labeled, it sits in a
relatively expansive area from which all the earlier buildings had been razed, suggesting a
commercial building with entrances from both Lake and High Rock, plus room for parking. This
would seem to be the gas station referred to in a newspaper article obtained during earlier
research at the Saratoga Room of the Saratoga Public Library (this report, Appendix C). The
clipping is labeled "The Saratogian 1/25/56" in a hand annotation. This date creates a
discrepancy with the Sanborn map which is copyrighted 1954 and was contained under a cover
with that date. The caption to the photo indicates that negotiations to acquire and raze the
buildings at 21-29 Lake Avenue were on-going and expected to conclude soon. The caption
noted that the buildings would be demolished to make way for a gas station. The depiction on
the Sanborn map believed to date to 1954 is consistent with the razing of this part of the block
and the construction of a gas station, although facilities such as gas pumps are not shown. The
label "VAC" associated with this building indicates that it was vacant
(http://web.mit.edu/thecity/resources/abbreviationsfor sanbornmaps.pdf). This building itself
was razed at a later date, probably in association with construction of the present parking lot.
PRIOR DISTURBANCE
The project site was razed of many buildings during the 1950s and others during urban
renewal in the 1970s. Since then a parking lot composed of two parking areas accommodating
9
topography and different periods of razing (1950s v. 1970s) has been constructed within the
cleared area. Appropriately captioned photos documenting the extent of prior disturbance are
shown in Appendix B.
The construction of the parking lot involved leveling the portion along High Rock Ave.
back to the escarpment and establishing a grassy steep slope from the sidewalk area along
Maple Avenue to the parking lot. This cut area extends south into the present APE to a cut bank
planted with grass and small trees that separates 2 sections of the parking lot. The cut bank
separating these parking areas is shown in several of the photos in Appendix B, including Photos
7, 8, and 10, where it is in the far or mid-range background, respectively, as well as Photo 12
which shows it lengthwise from High Rock Avenue westward, illustrating the greater depth of the
cut to the north (on the right side of the photo), respectively. The cut and landscaped bank along
the escarpment is shown on the right side of Photo 8, in the background of Photo 9, in the area to
the left of the sidewalk in Photo 10, along the slope bordering the right side of the parking lot in
Photo 11, in the background of Photo 12, and in the area to the right of the sidewalk in Photo 14.
Although both parking areas were cut down and graded, the northern area was cut
deeper. The Dyer-Phelps Zion A.M.E. Church and associated dwelling were in this area, as were
the hide and wool rendering facility, and eventually the police station. This area was cut as deep
by the razing associated with urban renewal as the parking lot to the north. The extent of
disturbance in this continuation of the parking lot has been documented by Curtin (2014) using a
similar review of the constructed landscape accommodating the present-day parking facility, as
well as a review of soil borings from the part of the project site in this parking lot, as well as
conditions encountered in extensive archaeological investigations on the other side of High Rock
Ave. (Curtin et al 2006).
The parking area to the south contained Flat Rock Spring as well as the changing
sequence of commercial buildings that eventually was razed ca. 1950s prior to the construction of
the one-story concrete block building (possibly a gas station)that commanded an expansive view
of the corner of Lake and High Rock.
ARCHAEOLOGICAL SENSITIVITY
Prior to constructing buildings in the APE during the 19th century, the low-lying valley of
the springs was wet and swampy and therefore probably not attractive for settlement.
Archaeological investigation in razed lots on the other side of High Rock Avenue illustrated that
generally land-filling was necessary in order to construct dwelling or commercial building sites
under these conditions (Curtin et al 2006). Deep fill over bedrock, clay, or periodically flooded
surfaces of sand and peat also characterizes the material under the parking lot on the west side
of High Rock, where the current project is planned (Curtin 2014).
The project APE has been subjected to multiple episodes of prior construction, with
earlier structures (such as Bullard's bath house) having been razed for later structures, such as
the hide and wool rendering facilities referred to as tanneries in the passage from 1880 quoted
earlier in this report. Eventually the street-side along Lake Avenue and adjoining parts of Maple
and High Rock became densely packed with commercial structures and occasional dwellings,
while the Dyer-Phelps A.M.E. Zion church operated over several decades immediately north of
the hide and wool rendering facility (although its structure was replaced in the 1880s).
Occupation layers on top of 19th century fill would be considered archaeologically
sensitive within the APE if these layers had not been subjected to extensive prior disturbance
during periods when the buildings were razed, and the surfaces remade by cutting and grading to
create the parking lots. The area north of the grassy slope separating the parking areas has
been cut particularly deep. This is where the Dyer-Phelps A.M.E. Zion Church as well as other
structures once stood. The area south of the grassy slope is cut less deep in comparison to the
10
area to the north, although it was subject to a similar process of parking lot construction in the
1950s and was razed again subsequently.
Taking the extent of prior disturbance into consideration, and the likelihood that
archaeological deposits on top of the fill likely have not survived the excavation and bulldozing
associated with leveling and constructing the parking lots, the project APE is not considered
archaeologically sensitive.
PHASE IA SUMMARY AND RECOMMENDATIONS
A complete and comprehensive Phase 1A archaeological survey has been conducted.
All evidence indicates that the project area has been previously disturbed. It is noted that the
north parking area, which has been cut deeper than the south, is planned to remain a parking lot
without additional construction. It is also noted that the south parking area will be converted into
a park. As a result of prior disturbance and limited or no anticipated additional disturbance, no
further archaeological investigation is recommended.
Although no further archaeological investigation in recommended, the present APE was
once the site of places important in the history of Saratoga Springs. These are Flat Rock Spring
and the 19th-early 20th century site of the Dyer-Phelps A.M.E. Zion Church. It is therefore
recommended that, if it is consistent with the design and intended use of park and greenspace
associated with this project, historic markers should be erected to commemorate these sites and
provide information about them. The historic markers should be in reasonably close proximity to
the actual sites of the spring and the church, in places where they would be readily encountered
by pedestrians.
11
REFERENCES
Armstead, Myra B. Young
1999 "Lord, Please Don't Take Me in August African Americans in Newport and Saratoga
Springs, 1870-1930. University of Illinois Press, Urbana.
C.T. Male
2013 Geotechnical Evaluation Proposed Parking Structure, Maple and High Rock Avenues,
Saratoga Springs, New York. C.T. Male Associates, Latham, New York.
Curtin, Edward V.
2014 Phase 1A Archaeological Survey, Proposed City Center Parking Garage, High Rock
Avenue, City of Saratoga Springs, Saratoga County, New York. Curtin Archaeological
Consulting, Inc. Ballston Spa, New York.
Curtin, Edward V., Andrew Farry, Lauren Doherty, and Kerry L. Nelson
2006 Phase 1 Archaeological Survey and Phase 2/3 Data Recovery, Proposed Hampton Inn,
Lake Avenue, Henry Street, High Rock Avenue, York Street, Saratoga Springs, New
York. Edward V. Curtin, Consulting Archaeologist, Ballston Spa, New York.
Laubenfels, David J.
1977 Vegetation. In Geography of New York State, John H. Thompson, editor. Syracuse
University Press, New York.
Swanner, Grace Maguire, M.D.
1988 Saratoga Queen of Spas. North Country Books, Utica, New York.
Sylvester, Nathaniel Bartlett
1878 History of Saratoga County, New York, 1609-1878. Reprinted 1979, Heart of the Lakes
Publishing, Interlaken, New York.
Taintor, Charles Newhall
1892 Saratoga Illustrated: The Visitor's Guide to Saratoga Springs. Taintor Brothers,
Publishers, New York.
United States Department of Agriculture (USDA)
1992 Soil Survey of Saratoga County, New York.
12
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Figure 20: Project area with photo angles I 0 APE
APPENDIX B: PHOTO
34
Photo 1: Looking northwest toward The Saratogian building.
Photo 2: Looking west toward the rear of City Hall.
Photo 3: Looking northwest at the buildings on Maple Ave and behind them the rear of buildings on Broadway.
Photo 4: Looking northeast at the modern structures along High Rock Avenue.
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11
Photo 7: Looking south at the existing parking lot (east side): note the slope of a cut bank in front the south parking
area (background).
Photo 8: Looking south at the existing parking lot (west side): note the slope of a cut bank in front the south parking
area (background) and the cut bank along the low escarpment, right, showing how this lot was terraced.
Photo 9: Looking southwest at the landscaped remnant of the escarpment in the background.
Photo 10: Looking southeast, landscaped escarpment in foreground, cut down and leveled parking area to the left,
leveled but still elevated parking area in background.
IV
Photo 11: Looking south with cut bank in the foreground and cut/landscaped escarpment along the southernmost
parking area on the right.
61
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r
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Mal
Photo 12: Looking west to illustrate the elevation difference between the southern and northern parking areas (left
and right, respectively).
Photo 13: Looking north/northwest at the APE from across Lake Ave.
Photo 14: Looking north/northeast at the APE.
APPENDIX C: NEWSPAPER CLIPPINGS
42
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