HomeMy WebLinkAbout20210481 Ver 1_15-03-0019 Perquimans (NHP)_20210304 Project Tracking No.:
• 15-03-0019
NO NATIONAL REGISTER OF HISTORIC PLACES
ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES ;•'
f E N7iir: PRESENT OR AFFECTED FORM
s t '• This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not ‘rn..,•.. ...
Lk ` valid for Historic Architecture and Landscapes. You must consult separately with the t"4
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No: B-5416 County: Perquimans
WBS No: 55046.1.1 Document: Minimum Criteria Sheet
F.A. No: BRZ-1621(3) Funding: ® State ❑ Federal
Federal Permit Required? ® Yes ❑ No Permit Type: unspecified
Project Description:
The NCDOT proposes to replace Bridge No. 29 on SR 1200(Bethany Church Road)over a branch of the
Perquimans River in Perquimans County. As defined by the NCDOT, the Area of Potential Effects (APE)
for archaeology measures approximately 1,400 feet(426.72 m) long(centered on the mid point of the
existing bridge). The corridor is approximately 150 feet(45.72 m) wide, extending 75 feet(22.86 m) on
each side of the centerline of the roadway/bridge.
SUMMARY OF ARCHAEOLOGICAL FINDINGS
The North Carolina Department of Transportation (NCDOT)Archaeology Group reviewed
the subject project and determined:
® There are no National Register listed ARCHAEOLOGICAL SITES within the project's
area of potential effects.
n No subsurface archaeological investigations are required for this project.
❑ Subsurface investigations did not reveal the presence of any archaeological resources.
® Subsurface investigations did not reveal the presence of any archaeological resources
considered eligible for the National Register.
® All identified archaeological sites located within the APE have been considered and all
compliance for archaeological resources with Section 106 of the National Historic
Preservation Act and GS 121-12(a)has been completed for this project.
® There are no National Register Eligible or Listed ARCHAEOLOGICAL SITES present
or affected by this project. (Attach any notes or documents as needed)
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RECOMMENDATION
An archaeological survey and evaluation of the proposed replacement of Bridge No.29 on SR 1200 over
a tributary of the Perquimans River in Perquimans County was conducted on May 23-24,2015 by Terri
Russ and Laura Griesmer of Environmental Services,Inc. (ESI). As a result of the investigations,two
archaeological sites(31PQ235** and 31PQ236**)were recorded within the project's APE. Neither site
is recommended eligible for listing in the National Register;no further archaeological investigations are
needed for this project. One historic cemetery(3 1PQ234**)was also recorded during this investigation;
however,the cemetery is located well outside of the APE. The project,as proposed,will have no effect
on this cemetery. I concur with this recommendation as the proposed bridge replacement project will not
impact significant archaeological resources. If the project expands and impacts subsurface areas beyond
the defined APE,further archaeological consultations will be necessary.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ❑ Previous Survey Info ® Photos ['Correspondence
Other:
Signed:
" eG / 44 ✓011 _ ‘ o / /5
/Date
NCDOT ARCHAEOLOGIST
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Brief description of review activities,results of review, and conclusions:
ESI conducted an intensive archaeological survey for the replacement of Bridge No. 29 (built in 1964)on
SR 1200 (Bethany Church Road) over a branch of the Perquimans River in Perquimans County, North
Carolina (Figures 1 and 2). As defined by the NCDOT, the survey area (Area of Potential Effects
[APE])for archaeology measures approximately 1,400 feet(426.72 m)long(centered on the mid-point of
the existing bridge). The corridor is approximately 150 feet(45.72 m)wide, extending 75 feet(22.86 m)
on each side of the centerline of the roadway/bridge.
Background Summary
A search of the North Carolina State Historic Preservation Office online database (HPOWEB GIS
Service)revealed one previously recorded Study Listed property,the Thomas D. White House(PQ0295),
is located within the southwestern quadrant of the APE (Figure 3). According to SHPO records, this c.
1845 Federal two-story frame structure was placed on the Study List in 1982 and was determined eligible
for the National Register in 2012. It is possible that subsurface archaeological deposits related to the
structure may be located within the APE. Previously recorded structure PQ0751 is located north of(and
outside of)the northeastern quadrant of the APE. Previously recorded structure PQ0753 (demolished) is
located well outside of the southeastern quadrant of the APE. No other previously recorded historic
architectural resources that have the potential to yield intact archaeological deposits are located within the
APE. . •
A map review and site file search conducted by NCDOT at the Office of State Archaeology (OSA) on 9
March 2015 revealed that two previously recorded archaeological sites are located in close proximity to
the project's APE. According to site forms on file at the OSA, sites 31PQ110 and 31PQ111 were
recorded in 1989 during a reconnaissance survey of portions of Perquimans and Pasquotank counties.
Site 31PQ110 consisted of a scatter of lithic debitage and a single Late Woodland Cashie ceramic sherd
collected from the exposed ground surface adjacent to a small cemetery. Site 31PQ111 yielded several
projectile points, a steatite bowl fragment, lithic debitage, three Cashie ceramic sherds, and four
unidentified sand tempered sherds. Although both sites were recommended for additional testing, neither
site is located within the APE and were not revisited during this investigation.
A small cemetery adjacent to 31PQ110 is recorded as PQ0271 (Dempsey White Cemetery) in the North
Carolina State Historic Preservation Office online database. Although located well outside of the
southwestern quadrant of the APE, the cemetery was recorded during the investigation and is described
later in this report.
Topographic maps, aerial photography, United States Department of Agriculture (USDA) soil survey
maps, and historic maps were examined for information on natural or cultural factors that might have
affected site locations or preservation. The 1905 soil map for Pasquotank and Perquimans counties
appears to show the current road alignment and bridge; however, no structures within the APE are
depicted (Figure 4). The c. 1910 Rural Delivery Route maps show a similar alignment(Figure 5). This
map appears to show the current road alignment and bridge; however, no structures within the APE are
depicted.
Environmental Setting
The APE is located within the Coastal Plain physiographic region and consists of the floodplain and
adjacent terraces of an unnamed tributary of the Perquimans River. SR 1200 (Bethany Church Road)
crosses the branch of the Perquimans River roughly northeast to southwest.
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Map units (soil series) are named for the major soil or soils within the unit, but may have minor
inclusions of other soils(NRCS 2014). The floodplain of the APE is mapped as Chowan silt loam, a very
poorly drained, frequently flooded soil series (Table 1). The adjacent terrace on the south side of the
bridge is mapped as Munden loamy sand, a moderately well drained soil series encountered along marine
terraces. The terraces on the north side of the bridge are mapped as Wando fine sand and State loamy
fine sand,both well drained soil series encountered along ridges on marine terraces.
Table 1:Project Area Soils
Soil Name Code Slope Drainage Landform
Chowan silt loam CO 0-2% Very Poorly Floodplains
Munden loamy fine sand MuA 0-2% Moderately Well Marine terraces
State loamy fine sand StB 2-6% Well Ridges on marine terraces
Wando fine sand WnB 0-5% Well Ridges on marine terraces
The current archaeological investigation included pedestrian(visual) inspection and shovel testing within
the APE. Photographs of the project area are shown as Figures 6-18. A systematic visual inspection of
the APE was undertaken to search for surface artifacts, above-ground resources, or other signs of cultural
activity. A total of 72 shovel tests were excavated during the current investigation (see Figure 2 for
shovel test locations). Excavated shovel tests measured 30 centimeters in diameter and were excavated to
sterile subsoil, hydric/saturated soils, the water table, or 75 centimeters below surface (whichever was
encountered first). All soils were excavated by natural levels (soil strata) and screened through a 0.25-
inch hardware mesh. The APE was divided into four quadrants (e.g., northeast, southeast) based roughly
on their locations relative to the bridge. Each quadrant of the APE is described below.
Southwestern Quadrant
The southwestern quadrant of the APE consisted of an agricultural field and landscaped yard of the c.
1845 Thomas D. White House (see Figures 6-7). The field had been recently plowed and planted in
peanuts. Surface visibility in this portion of the project area was excellent, and several historic ceramic
sherds were observed on the ground surface. A 7.5-meter interval surface collection grid was established
in the field to determine the approximate extents of the surface scatter(see Figure 8). Shovel testing was
then conducted within the APE portion of the site,recorded as 31PQ235**. Artifacts were collected from
five of the shovel test locations(STs 3, 10, 11, 18,and 20),discussed below.
31PQ235**
UTM: 18S 364383 4019576
Site Size: 1,275m2
Topography: Upland Flats
Elevation: 2 feet amsl
Environmental Setting: Agricultural Field
Soil Type: MuA,Munden Loamy Fine Sand, 0-2%slopes
Surface Visibility: 100%
Field Procedure: Visual Inspection; Shovel testing(n=23)
Cultural Affiliation: Historic: 19th-20`h Century
Site Function: Historic Artifact Scatter/Domestic
Recommendations:Not Eligible;No Further Work
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Site Description: A 7.5-meter interval surface collection grid was established in the field(both within and
immediately adjacent to the APE boundaries) to determine the approximate horizontal limits of the
surface scatter (see Figure 8). Five of the shovel test locations (STs 3, 10, 11, 18, and 20) yielded
historic artifacts from the exposed ground surface. Table 2 presents a summary of the materials
collected.
Table 2: Artifacts Recovered from 31PQ235**
Provenience Artifact
(Depth) Category Description Size N=
ST3 (surf.) Ceramic UID Refined Earthenware,plain 30 1
ST10(surf.) Ceramic UID Refined Earthenware,plain rim 30 1
Pearlware,hand painted blue 30 1
Whiteware,plain 20 1
Glass Clear-Frosted 30 1
ST11 (surf.) Ceramic Pearlware,cabled 30 1
ST18(surf.) Ceramic Porcelain,hand painted blue 30 1
ST20(surf.) Ceramic Pearlware,transfer print black 20 1
UID Refined Earthenware,plain 20 1
Shovel testing was only conducted within the APE; however, a visual inspection of the field adjacent to
the APE was undertaken in order to determine the site boundaries. Although the greatest concentration of
artifacts appeared to be located outside of the APE, each of these positive surface collection points
contained only one artifact, suggesting a generally low artifact density at the site(see Figure 8 for surface
collection locations). Soils in the shovel tests consisted of 20 to 25 centimeters of dark grayish brown
sandy loam(plowzone)over 20 to 25 centimeters of yellow sand. Subsoil was an olive yellow sandy clay
or sandy clay loam, typically encountered between 45 and 50 centimeters below surface. No subsurface
artifacts were recovered from any of the shovel tests, and no evidence of buried soil horizons or features
was noted.
It is possible that this artifact scatter is associated with general refuse from the adjacent Thomas D. White
House, scattered by over a century of plowing. Dateable ceramics recovered from site 31PQ235**
included black transfer printed pearlware (c. 1765-1815), cabled pearlware (c. 1790-1820), handpainted
blue pearlware(c. 1780-1840),and whiteware(c.1830—present).
Recommendations: The lack of subsurface artifacts or evidence of features, as well as the overall low
density of cultural materials recovered, suggest that this artifact scatter has no potential to yield new or
significant information regarding historic occupation of the area. This artifact scatter should be
considered Not Eligible for the National Register; no further work in this location is recommended.
Dempsey White Cemetery(T.D.White Cemetery)
31PQ234**
UTM: 18S 364543 4019493
Site Size: 825m2
Topography: Upland Flats
Elevation: 3 feet amsl
Environmental Setting: Agricultural Field
Surface Visibility: 100%
Cultural Affiliation: Historic: 19th-21St Century
Site Function: Cemetery
Site Condition: Maintained,
Recommendations: Not Eligible; Preservation by Avoidance
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Site Description: Although located well outside of the APE, a small cemetery was recorded during the
investigation(see Figures 9-10). The Dempsey White Cemetery(31PQ234**) is located approximately
400 feet southeast of the southwestern quadrant of the APE along the west side of Sandy Cross Road. At
least 48 individuals are interred in this family cemetery(Table 3).Interments span the period from 1829
to 2008. The North Carolina State Historic Preservation Office online database identifies this cemetery as
PQ0271 (Dempsey White Cemetery); however, a second cemetery identified as the Dempsey White
Cemetery is located at 191 Dempsey White Road in nearby Hertford. The cemetery is also referred to
locally as the T.D. White Cemetery.
Table 3: Dempsey White Cemetery(31PQ234**)Interments
Name Dates Comment
W.,P. b.unknown d. 1840 Probably Margaret"Peggy"Sanders White,
wife of Dempsey White(1791-1840)
White,Dempsey b.4/27/1784 d.8/11/1829 child of Benjamin&Milicent White
White,Mordecai John b. 12/17/1839 d. 12/9/1843 child of Mary A.and Thomas D.White
White,Benjamin Alonzo b.8/18/1835 d. 1861 child of Mary A.and Thomas D.White
White,Mary Abigail Morris b.4/7/1817 d.8/9/1892 wife of T.D.White
White,Thomas D. b.2/3/1810 d.4/2/1861 child of Dempsey White;Husband of M.A.
White
White,Thomas D. b.8/14/1865 d.6/13/1866 child of Dempsey and Rachel White
W.,S.J. b.unknown d.6/21/1866
W.,C. b.unknown d. 1873
White,Rachel M.A.R. b. 1/8/1871 d. 10/8/1876 child of Dempsey and Rachel White
Lane,Margaret Riddick b.3/6/1847 d.5/14/1916
White,Sweety b.unknown d.8/9/1882
W.,M.D. b.unknown d.9/23/1882 "Our Darling"
W.,M.M. b.unknown d.9/26/1882 Wife of W.D.White
White,William D. b. 1893 d. 1923
White,Martha E. b.7/7/1854 d. 12/6/1908
White,Cornelius Francis b. 12/29/1847 d. 1/18/1907 child of Mary A.and Thomas D.White
White,Jethro Thomas b. 10/15/1844 d.5/25/1926 child of Mary A.and Thomas D.White
White,Mary E. b.5/18/1847 d.3/2/1909
Curlen,C.M. b.6/29/1909 d. 12/1909
White,Tommie D. b.5/28/1913 d.5/30/1913
White,Zebulon Donald b.8/28/1879 d.9/25/1938 child of Dempsey and Rachel White
White,Mary Turner b. 1/20/1885 d. 12/16/1952
White,Opal Vandenberge b.5/27/1924 d. Wife of C.T.White
White,Cornelius Trafton b.7/4/1911 d.3/5/2001
Johnson,Dawn Renee b.8/10/1996 d.8/19/1996
White,Hugh Henley b. 11/27/1898 d.8/26/1972
White,Mary Peranelia Davis b. 11/20/1877 d. 1/3/1952
White,Benjamin Lett b.3/19/1867 d.5/3/1927
Dail,William A. b.2/28/1841 d.9/2/1897
Dail,Mary Elizabeth White b. 10/17/1841 d.3/27/1900 child of Mary A.and Thomas D.White
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Name Dates Comment
White,Dempsey Henley b.4/21/1837 d.6/16/1898 child of Mary A.and Thomas D.White
White,Rachel Jackson White b.3/19/1843 d.4/19/1912 wife of D.H.White
White,Margaret Earl b. 1/7/1869 d.5/15/1898
Jolliff,Ruth Ellen b. 12/28/1911 d. 12/3/1933 •
White,Richard Henry b. 1/16/1857 d.8/3/1935 child of Mary A. and Thomas D.White
White,Ella C.Layden b. 1870 d. 1949
White,Elihu Anthony b.4/16/1890 d. 12/15/1957
Jolliff,James Marvin b.9/23/1879 d.5/13/1956
Jolliff,Mary A.White b. 12/10/1887 d.5/7/1969
White,Charles Clarkson b. 10/27/1899 d. 11/12/1961
Rountree White,Emma Ainsley b.5/20/1906 d.6/1/1998
May,Joseph McKinster b.7/25/1922 d.2/2/1980
Jolliff,John Adolphus b. 10/27/1877 d. 11/3/1941
Jolliff,Hannah Savage b. 12/2/1891 d.6/19/1977
Jolliff,Willis Savage b.5/16/1915 d. 10/11/1986
White,Charles Clarkson,Jr b. 10/21/1930 d. 11/23/1992
Foreman,Marjorie Francis White b.8/4/1928 d.9/9/2008
White,Henrietta Henly b.7/12/1873 d. 10/14/1876 Unmarked?Should be buried here;child of
Dempsey and Rachel White
Lane,David W. b.2/12/1838 d.2/21/1917 Unmarked grave,buried here acc.to death
certificate. Spouse of Margaret R.Lane.
White,Clarkson b.unknown d.4/7/1846 Unmarked?Should be buried here;child of
Mary A.and Thomas D.White
Recommendations: The Dempsey White Cemetery does not meet the criteria for eligibility established by
the National Register nor does it qualify under Criteria Considerations for cemeteries and burial places
(Potter and Boland 1992). The cemetery is not located within the APE for the proposed project.
Northwestern Quadrant
The northwestern quadrant of the APE consisted of a low, wooded area and a recently plowed field (see
Figures 11-12). A systematic visual inspection of the portion of the field located within the APE prior to
shovel testing revealed no surface artifacts or cultural materials. A total of 10 shovel tests (STs 39-48)
were excavated at 15-meter intervals within this portion of the APE. Soils in the shovel tests consisted of
25 centimeters of dark grayish brown sandy loam (plowzone)over 15 to 20 centimeters of yellow loamy
sand. Subsoil was an olive yellow sandy clay, typically encountered between 40 and 45 centimeters
below surface.No artifacts were recovered during the investigation of this portion of the APE.
Southeastern Quadrant
The southeastern quadrant of the APE consisted of an overgrown clearcut area(north of the intersection
of Bethany Church Road and Sandy Cross Road) and a recently clearcut area south of the intersection.
Surface visibility in this quadrant was poor due to ground cover; however, a general surface inspection of
this portion of the APE and vicinity was undertaken to look for above-ground signs of cultural occupation
(e.g., surface artifacts or structural remains). A total of 10 shovel tests (STs 49-58) were excavated
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within this portion of the APE. Soils in the shovel test consisted of 20 to 25 centimeters of dark brown or
dark grayish brown sandy loam or loamy sand over 35 to 40 centimeters of yellow sand. Subsoil was a
yellowish brown sandy clay loam or sandy clay. No artifacts were recovered from this portion of the
APE.
Northeastern Quadrant
The northeastern quadrant of the APE consisted of a recently plowed field to the north and low, wooded
area to the south (adjacent to the branch of the Perquimans River). Figures 16-17 show representative
views of the project area. A visual inspection of the plowed field revealed a single undecorated refined
earthenware sherd on the ground surface within the APE, recorded as site 31PQ236** and discussed
below.
31PQ236**
UTM: 18S 364586 4019801
Site Size: Isolate
Topography: Upland Flats
Elevation: 2 feet amsl
Environmental Setting: Agricultural Field
Soil Type: StB, State Loamy Fine Sand,2-6%slopes
Surface Visibility: 100%
Field Procedure: Visual Inspection; Shovel testing(n=8)
Cultural Affiliation: Historic: 19`h-20th Century
Site Function: Historic Isolate
Recommendations: Not Eligible;No Further Work
Site Description: One historic ceramic sherd(undecorated refined earthenware body sherd)was recovered
from the exposed ground surface adjacent to ST 63 (Figure 18). Additional delineation shovel testing at
7.5-meter intervals surrounding the surface artifact yielded no additional cultural materials. Shovel
testing was only conducted within the APE; however, a visual inspection of the field adjacent to the APE
was undertaken (no additional artifacts were recorded). Soils in the shovel tests were similar to those
encountered during shovel testing of the southeastern quadrant and consisted of 15 to 25 centimeters of
dark grayish brown sandy loam or loamy sand over 25 to 35 centimeters of yellow sand. Subsoil was a
yellowish brown sandy clay loam or sandy clay. No subsurface artifacts were recovered from any of the
shovel tests,and no evidence of buried soil horizons or cultural features was noted.
Recommendations: The lack of subsurface artifacts, as well as the overall low density of cultural
materials recovered (one ceramic sherd), indicate that this isolated artifact find has no potential to yield
new or significant information regarding historic occupation of the area. This isolate should be
considered Not Eligible for the National Register;no further work in this location is recommended.
In summary,the current investigation recorded one historic artifact scatter(31PQ235**)and one historic
isolated artifact find(31PQ236**)within the APE for Bridge No. 29 in Perquimans County. Neither site
is considered significant or eligible for listing in the National Register. In addition, an historic cemetery
(31PQ234**) was recorded; however, this small family cemetery is located well outside of the APE and
will not be affected by the proposed project.
It is recommended that this project be allowed to proceed without concern for impacts to significant
cultural resources. Should the boundary of the proposed APE be expanded or moved, additional
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archaeological investigations may be necessary, as determined in consultation with the NCDOT and/or
SHPO per the Programmatic Agreement.
Terri Russ
Senior Archaeology Manager
Environmental Services, Inc.
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REFERENCES CITED
National Resources Conservation Service(NRCS)
2014 Perquimans County, North Carolina Soil Survey. Natural Resources Conservation Service,
United States Department of Agriculture Web Soil Survey.
http://websoilsurvey.nres.usda.gov/accessed 18 May 2015.
Potter,E.W.,and B.M Boland
1992 Guidelines for Evaluating and Registering Cemeteries and Burial Places. U.S.
Department of the Interior, National Park Service, Interagency Resources Division,
National Register of Historic Places,Washington D.C.
United States Bureau of Soils: North Carolina Department of Agriculture
1905 Soil Map, North Carolina, Pasquotank and Perquimans Counties Sheet. On file,North
Carolina State Archives,Raleigh.
http://dc.lib.unc.edu/cdm/singleitem/collection/ncmaps/id/277/rec/2 accessed 20 May 2015.
United States Post Office
1910 Rural Delivery Routes, Perquimans County, North Carolina[c.1910]. On file,North
Carolina State Archives, Raleigh.
http://dc.lib.unc.edu/cdm/singleitem/collection/ncmaps/id/1002/rec/3
accessed 20 May 2015.
United States Geological Survey(USGS)
1983 Hobbsville, N.C.,7.5-minute topographic quadrangle map.
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"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED"
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' 0 Negative ST
r, 0 Positive Surface(outside APE)
`..0 0 Negative Surface(outside APE)
0 too 200
1
1- Feet
Source:2011 National Geographic Society/ESRI,i•cubed
Ft , , seamless USGS quadrangles(,NC);Project Boundary
r.; provided by NCOOT,Fieldwork by ESI.
1 Declaimer:The information depicted on this figure is for
,i Amy r� srfmmahonal purposes only and was not prepared for.and is not
c., --I ,Ho..;I ==uttv-ff IIIR suitable for legal or engineering purposes.
Figure 2. Bridge No.29 APE,Archaeological Site,and Shovel Test Locations.
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form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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Project Tracking No.:
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Figure 3.Previously Recorded Historic Structures(HPOWeb GIS Service).
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form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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Project Tracking No.:
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Figure 4. 1905 Perquimans County Soil Map
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Figure 5. c. 1910 Rural Delivery Routes Map of Perquimans County
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form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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Project Tracking No.:
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Figure 6. View of the Southwestern Quadrant of the APE,facing Northeast.
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Figure 7. View of the Southwestern Quadrant of the APE,facing Southwest.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
15 of21
Project Tracking No.:
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0 0 • .
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2 31 ? 3 '••..30 17 0 23 8 9
0 ''•., Q 0 0 • 0 0 • 0 • ''•., 0 0
32i3 35 34 tt..._...._...14 19 19 22._........_..29..._
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Surface Negative(Outside APE)
APE Boundary(approximate)
— Ditc
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............. ..
Edge of Field Meters
* Magnolia
Site Boundary
Saurco F.SI Field Da'd.2015
Figure 8. 31PQ235** Site Plan.
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Figure 9. Dempsey White Cemetery(31PQ234**), facing Southwest.
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form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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Project Tracking No.:
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v
•
Figure 10. Dempsey White Cemetery(31PQ234**),facing North.
•
•
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3 ,
Figure 11. View of the Northwestern Quadrant of the APE,facing Southwest.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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Project Tracking No.:
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x'Fe 1; Ur / -"',...,., , - • , -,,--.1.. " " V.14 - ' "" • ,,, •• ''i •
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Figure 12. View of Wooded Portion of the Northwestern Quadrant of the APE,facing Northeast.
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Figure 13. View of the Southeastern Quadrant of the APE, facing South.
"NO NATIOBSD HACL S "
formNAL for
REGISTER Minor TransportationELIGILEOR ProjLIectsTE as QARCuatifted in theEOLOGI 2007A Programmatic Agreement.ORAFFECTED
18of21
Project Tracking No.:
15-03-0019
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Figure 14. View of the Southeastern Quadrant of the APE near Bridge 29,facing Northeast.
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Figure 15. View of Bridge 29, facing Southwest.
•
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form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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Project Tracking No.:
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a':
Figure 16. View of the Northeastern Quadrant of the APE,facing Northwest.
•
•
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Figure 17. View of the Northeastern Quadrant of the APE,facing South.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
20 of 21
Project Tracking No.:
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)
0
66
..........
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•
•
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69 68 67 65 63 64 62
%••.........••/
71
0 Surface Positive
0 Negative Shovel Test
Surface Negative (Outside APE)
APE Boundary(approximate)
Road
Edge of Field
CID Site Boundary
Meters
Source: ESI Field Data,2015.
Disclaimer:The information depicted on this figure Is for
informational purposes only and was not prepared for,and is not
suitable for legal or engineering purposes.
Figure 18. 31PQ236** Site Plan.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
21 of21