HomeMy WebLinkAbout20180542 Ver 1_Archaeology Beaufort 249 No Survey form 2017_20180417Project Tracking No.
13-10-0033
-oo..��� NO ARCHAEOLOGICAL SURVEY REQUIRED FORM �
'��`' ��'';� This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not ��; ;� ��
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i; ¢,� o,: �� valid for Historic Architecture and Landscapes. You must consult separately with the ;. �n
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PROJECT INFORMATION
Project No:
WBS No: 17BP.2.R.85
Federal Aid No:
Federal Permit Required? � Yes
County.•
Document
Funding
❑ No
Beaufort
State Minimum Criteria Checklist
� State ❑ Federal
Permit Type: USACE
Project Description: Replace Bridge 249 on SR 1336 (Hawkins Beach Rd.) over Duck Creek in
Beaufort County. This is a low impact bridge replacement project. Detour route on existing SR
1336 using staged construction to maintain traffic. Area of Potential Effects (A.P.E.) is
approximately 610 meters (2,000 ft.) long and 30 meters (100 ft.) wide. The A.P.E. includes the
area within 305 meters (1,000 ft.) from each end of the bridge and within 15 meters (50 ft.) of
each side of the road. The project is State-funded, will require Federal permits, and will require
easements. No design plans have been provided.
NOTE: This project was originally reviewed in 2013 (PA 13-10-0033). A No Archaeological
Survey Required form was submitted on 9/26/2014. (The 2013 A.P.E. was smaller [half as long]
than the current one.) The project was re-submitted in 2017, and an Archaeological Survey
Required form was submitted on 6/12/2017. The recommendation was changed to no survey
required after a site visit.
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
see attached memo
Brief Explanation of why the available information provides a reliable basis for reasonably
predicting that there are no unidentified historic properties in the APE:
A visual examination of the project area found that the landforms within the A.P.E. have a low
potential for archaeological sites. No archaeological survey is required for this project.
SUPPORT DOCUMENTATION
See attached: � Map(s) ❑ Previous Survey Info
❑ Photocopy of County Survey Notes
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SURVEYREOUIRED
Caleb Smith
NCDOT ARCHAEOLOGIST II
� Photos ❑Correspondence
Other:
10/30/2017
Date
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Archaeological Reconnaissance for the Replacement of Bridge 249 on SR 1336
(Hawkins Beach Rd.) over Duck Creek, Beaufort County, North Carolina
(Programmatic Agreement # 13-10-0033)
By Caleb Snzith (10/30/2017)
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge 249 on SR
1336 (Hawkins Beach Rd.) over Duck Creek in Beaufort County (see locator maps above [Figure
1]). Tl�e bridge will be replaced in-place using phased constructioi� in order to maintain traffic. The
Area of Potential Effects (A.P.E.) for the project is approximately 610 meters (2,000 ft.) long and
30 meters (100 ft.) wide. This includes the area within 305 meters (1,000 ft.) fi•om each end of the
bridge and 15 meters (50 ft.) from centerline on each side of the road. The bridge is oriented
approximately north-south (330°).
This project was fust reviewed in 2013. A No Archczeological Survey Required form was submitted
on 9/26/2014. The 2013 A.P.E. was smaller (half as long) than the current one. The landfonns
within the smaller A.P.E. did not appear to have much potential for prehistoric archaeological sites.
The project was re-submitted for cultural resources review in 2017 with a much larger A.P.E. The
current review included an examination of the topographic map (Bath, N.C.), the Beaufort County
soil survey, and an aerial photograph, as well as background research about previously recorded
sites, previous archaeological surveys, and previous environmental reviews at the Office of State
Archaeology (O.S.A.). The A.P.E. included the level uplands on each side of Duck Creek, a
landfonn with a moderate to high potential far prehistaric archaeological sites. In this region, level
upland landforms overlooking a stream/swamp/wetland have a moderate to high potential for
"No ARCHAEOLOGY SCIRVEY REOUIRED "fa•r�A�or Minor Trans/�o�•[ation P��ojects cts Quali/ied ira [he 2015 Pr�og��nmm�atic rlgreenier�t.
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prehistoric ai•chaeological sites. The highest potential area is the part of the upland immediately
adjacent to the water source. Sites are usually found along the edge of the upland, and are less
common farther away from the water source. The soils in the A.P.E., Tarboro sand and Altavista
fine sandy loam, are both well-drained upland soils. Since the landforms within the A.P.E. included
well-drained, level uplands overlooking a stream, an archaeological survey was recommended on
6/ 12/2017.
Background research also included an examination of historic maps of the area. An 1874 map
shows there was a road and bridge in this general location (U.S. Coast and Geodetic Survey 1874).
The area in the vicinity of the northwest quadrant is shown as an agicultural field. No structures
are shown in the A.P.E. The map shows a mill pond along the east side of what would become
bridge 249. Presumably the road ran along the top of the dam to cross the creelc. There may have
been a structure on the dam along the north side of the creek (mill building?) but it is hard to tell.
None of the other maps label a mill in this area. A review of other maps shows no structures in this
vicinity in 1908 (N.C. Geological and Economic Survey 1908), 1914 (U.S. Post Office Deparhnent
1914), or 1919 (U.S. Dept. of Agriculture 1919). A 1938 map does not show the road crossing
Duck Creek at this point (N.C. State Highways and Public Warks Com�nission 1938). These
highway maps tended to show the major roads and not always the smaller ones. However, it is odd
that it doesn't show the road or the bridge if they were maintained by the state. It does show a
group of "lodges" along the north side bank of Duck Creek in the vicinity of the road, but this map
is not detailed enough to identify specific locations. An earlier (1951) edition of the topographic
map does not show any structures nearby (U.S. Geological Survey 1951) (Figure 2).
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Figure 2: Map of the project area in 1951 (USGS 1951 Bath, N.C. 1:24,000-scale topographic
map).
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The project area was visited on 6/14/2017 and 10/l2/2017 by NCDOT archaeologists Damon Jones,
Scott Halvorsen and Caleb Sinith. The visual exainination of the project area found that the land
within the A.P.E. is disturbed roadside and drainage ditches, and that the upland landfonns outside
of the A.P.E. have been disturbed by recent logging activity. Therefore, the recommendation was
changed to no archcreological survey requi�ed.
The landform in the northeast quadrant appears to be poorly-drained from the bridge north for
approximately 60 meters (197 ft.), then a gentle slope up to a level upland (Figure 3). As mentioned
above, level upland landforms overlooking a stream/swamp/wetland have a moderate to high
potential for prehistoric archaeological sites. The highest potential area is the part of the upland
immediately adjacent to the water source. Sites are usually found along the edge of the upland, and
are less common farther away from the water source.
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Figure 3: North view of the poorly-drained area in the northeast quadr-ant.
The A.P.E. for the project extends only 15 meters (50 ft.) east of the centerline on each side of the
road. The visual examination found this area includes the disturbed roadside, a drainage ditch, and
a powerline right of way (Figure 4). The upland landform outside of the A.P.E. appears to have
been logged in the recent past. The area was covered with sparse vegetation, piles of small logs and
branches, and the ground surface was crossed by deep furrows (Figure 5). The furrows indicate this
was a pine "plantation" with the trees planted in rows for eventual harvest. Modern aerial
photographs (courtesy of NC One Map GeoSpatial Porta� show the A.P.E. was wooded between
1993 and 2012, and was logged between 2012 and 2016. The area had good surface visibility and
the land within and adjacent to the A.P.E. was inspected for archaeological sites. No artifacts were
identified in this quadrant.
"No ARCHAEOLOGY SCIRVEY REOUIRED "fa•r�A�or Minor Trans/�o�•[ation P��ojects cts Quali/ied ira [he 2015 Pr�og��nmm�atic rlgreenier�t.
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Figure 4: Soutl� view of ihe dishu-bed roadside in the northeast quadrant.
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Figure 5: North view of the logged area in the northeast quadrant.
"No ARCHAEOLOGY SCIRVEY REOUIRED "fa•r�A�or Minor Trans/�o�•[ation P��ojects cts Quali/ied ira [he 2015 Pr�og��nmm�atic rlgreenier�t.
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The landform in the northwest quadrant appears to be poorly-drained fram the bridge north for
approxiinately 70 meters (230 ft.), then a gentle slope up to a level upland. The A.P.E. for the
project extends 15 meters (50 ft.) west of the centerline. The visual examination found this area
includes the disturbed roadside, a drainage ditch, and a wooded benn between the ditch and the
upland (Figure 6). The upland outside of the A.P.E. appears to have been logged in the recent past.
Like in the northeast quadrant, the area was covered with sparse vegetation and piles of branches
and logs (Figure 7). The ground was scarred by deep furrows. Like the northeast quadrant, the
A.P.E. was wooded between 1993 and 2010. It appears that the south half of the A.P.E. was logged
by 2012. The north half was logged sometime between 2012 and 2016. The area had good surface
visibility and was inspected for archaeological sites. No prehistoric artifacts were seen in the A.P.E.
A scatter of historic refuse was noted near the northern edge of the northwest quadrant. This was
interpreted as a modern refuse dump. As mentioned above, the historic maps do not show any
structures in the vicinity. However, the 2007 aerial photograph shows there was an access road off
of SR 1336 in this vicinity, and this was probably an area where cars could pull off the road. These
areas often become informal dumps for those who can't quite make the drive to the local landfill.
The outline of the access road can be seen in the recently-logged area on the most recent aerial
photograph.
The landform in the southeast quadrant appears to be poorly-drained from the bridge south for
approximately 60 meters (197 ft.), and then a gentle slope up to a level upland (Figure 8). The
A.P.E. for the project extends 15 meters (50 ft.) east of the centerline. The visual examination
found this area includes the disturbed roadside, a drainage ditch, and a slope up to the uplai�d
(Figure 9). There is a powerline right of way along the side of the road in this quadrant. The
upland appears to have been logged in the recent past (Figure 10).
"No ARCHAEOLOGY SURVEY REOUIRED "fa•r�A�or Minor Trans/�o�•[ation P��ojects cts Quali/ied ira [he 2015 Pr�og��nmm�atic rlgreenier�t.
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Figiire 7: North view of the logged area in the northwest quadrant.
"No ARCHAEOLOGY SCIRVEY REOUIRED "fa•r�r �or Minor Trans/�o�•[ation P��ojects cts Quali/ied ira [he 2015 Pr�og��nmm�atic rlgreenier�t.
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Figure 10: North view of the logged area in the southeast quadrant.
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(The most recent aerial photograph shows this quadrant as being wooded.) Like in the northwest
and northeast quadrants, the area was covered with sparse vegetation and piles of branches and logs.
The ground was deeply furrowed, indicating this was a pine "plantation" with the trees planted in
rows for eventual harvest. (The aerial photograph clearly shows the trees were planted in rows.)
The area had good surface visibility and was inspected for archaeological sites. No artifacts were
seen in the A.P.E.
The landform in the southwest quadrant is poorly-drained froin the bridge south for approximately
60 meters (197 ft.), and then a gentle slope up to a level upland (Figure 11). The A.P.E. for the
project extends 15 meters (50 ft.) west of the centerline. The visual examination found this area
includes the disturbed roadside and a drainage ditch. The upland appears to have been logged in the
recent past. (The most recent aerial photograph shows this quadrant as wooded.) Like in the other
quadrants, the area was covered with sparse vegetation and piles of branches and logs (Figure 12).
The ground was deeply furrowed. (The aerial photograph clearly shows the trees were planted in
rows.) The area had good surface visibility and was inspected for arcl�aeological sites.
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FigL�re 11: North view of the so�ithwest quadrant.
One artifact, a prehistoric projectile point, was collected from the surface outside of the A.P.E. It
was found approximately 180 meters (591 ft.) south of the bridge and 40 meters (131 ft.) west of the
road. Examination of the ground surface did not identify any other artifacts (assigned isolate
number 31BF438). The projectile point is a serrated, corner-notched type fashioned from a dark
gray ir�eta-volcanic stone (Figure 13). It matches the description of a Palmer corner-notched
projectile point in Coe (1964:67), which describes it as a small corner-notched blade with a straight,
ground base and pronounced serrations. .
"No ARCHAEOLOGY SCIRVEY REOUIRED "fa•r�A�or Minor Trans/�o�•[ation P��ojects cts Quali/ied ira [he 2015 Pr�og��nmm�atic rlgreenier�t.
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, �:� r R�J � `t 1 � . �. .
. i �'a4�w. �� 9.t1Fr. f � � �'�%� r: �:'' � a,�r���'�-��`N�n.��i r �� r�.:. �`"` ,i:.. � ... �� d��1 vx -a`' . Y . �,
Figure 12: South view of the logged area u1 the southwest quadrant ( in the vicinity of
31BF438).
CA/
I�
fJ.
�r �•`��, ! rd x ,i^ j'� . �' �
' �:a� . .� ���i'+.ka� �.
��.. „ �;�� .,
Figure 13: Palmer corner-notched projectile point recovered from the southwest quadrant
(31 BF438).
"No ARCHAEOLOGY SURVEY REOUIRED "fornr �or Minor Trans/�o�•[ation P��ojects cts Quali/ied ira [he 2015 Pr�og��nmm�atic rlgreenier�t.
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This point measures approximately 43 mm. long, 25 mm. wide, and 7 mm. thick, measurements that
fit in Coe's (1964:67) description of the Palmer corner-notched points recovered from the
Hardaway site. This projectile point is a diagnostic artifact of the late Paleo-Indian or Early Archaic
period (8,000-7,000 B.C.). The Palmer corner-notched point and the Kirk corner-notched point are
very similar, although the Kirk points tend to be larger. Also, the Palmer points tend to have ground
bases. Phelps (1983:21) describes Palmer corner-notched points as a small "transitional" type of
point (between the Paleo-Indian and Early Archaic periods). Palmer points are more numerous and
widely distributed throughout the Coastal Plain than the earlier "fluted" Paleo-Indian points. Ward
and Davis (1999:53-55) discuss the similarities and differences between Palmer corner-notched and
Kirk corner-notched projectile points. Daniel (1998:59) suggests that the ratio of tang length to
tang width may be a way to differentiate between the two point types.
In conclusion, a visual examination of the project area found that the landforms within the A.P.E.
have a low potential for archaeological sites. The A.P.E. includes the area within 15 meters (50 ft.)
of the centerline on both sides of the road. Visual examination found that most of the A.P.E.
consists of disturbed roadside and a drainage ditch in each quadrant. The level upland landforms
adjacent to the A.P.E. in each quadrant have been disturbed by logging. Inspection of the exposed
surface in each quadrant found only one artifact, a prehistoric projectile point (31BF438) in the
southwest quadrant. The surrounding area is so disturbed by logging that we are not sure whether
this artifact is at or even near the location where it was originally deposited. Because of these
factors, no archaeological survey is required for this project.
References Cited
Coe, Joffre Lanning
1964 The Formative Cultures of the Carolina Piedmont. In Transactions of the American
Philosophical Society, Vol. 54, Part 5. The American Philosophical Society, Philadelphia,
Pennsylvania.
Daniel, I. Randolph, Jr.
1998 Hardaway Revisited: Early Archaic Settlement in the Southeast. University of Alabama
Press, Tuscaloosa, Alabama.
North Carolina Geological and Economic Survey
1908 Beaufort County, North Carolina.
North Carolina State Highways and Public Works Commission
1938 Beaufort County, North Carolina highway map.
Phelps, David Sutton
1983 Archaeology of the North Carolina Coast and Coastal Plain: Problems and Hypotheses. In
The Prehistory of North Carolina: An Archaeological Symposium, edited by Mark A.
Mathis and Jeffrey J. Crow, pp. 1-51. North Carolina Department of Cultural Resources,
Division of Archives and History, Raleigh.
U.S. Coast and Geodetic Survey
1874 Pamlico River, North Carolina
"No ARCHAEOLOGYSURVEYREQUIRED " form for Minor Transportation Projects as Qualified in the 201 S Programmatic Agreement.
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U.S. Department of Agriculture
1919 Soil Map, North Carolina, Beaufort County Sheet.
U.S. Post Office Department
1914 Rural Delivery Routes, Beaufort County, North Carolina.
Ward, H. Trawick and R.P. Stephen Davis, Jr.
1999 Time Before History: The Archaeology of North Carolina. University of North Carolina
Press, Chapel Hill, North Carolina.
"No ARCHAEOLOGYSURVEYREQUIRED" form for Minor Transportation Projects as Qualified in the 201 S Programmatic Agreement.
16 of 16