20210481 Ver 1_15-03-0019 Perquimans (SR)_20210304

Project Tracking No.:
15-03-0019
0904.. ARCHAEOLOGICAL SURVEY REQUIRED FORM 9:4
it
ty H rt. This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not ,, i _
0 0 ciliv valid for Historic Architecture and Landscapes. You must consult separately with the
�.r.. Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No: B-5416 County: Perquimans
WBSNo: 55046.1.1 Document: MCS
F.A. No: Funding: ® State ❑ Federal
Federal Permit Required? ® Yes ❑ No Permit Type: unspecified
Project Description: This project proposes to replace Bridge No.29,which carries SR1200(Bethany Church Rd)
over a branch of the Perquimans River in Perquimans County,North Carolina.According to the environmental
input request,the undertaking involves the in place replacement of the structure along the existing alignment,
thereby minimizing potential surface and subsurface disturbances at this location.An off-site detour route or
staged construction effort is anticipated. The archaeological Area of Potential Effects(APE)is centered upon
Bridge 29 and measures 1400ft in length (700ft from each bridge end point)and 150ft in width(75ft from each side
of the SR1200 center-line).
SUMMARY OF ARCHAEOLOGICAL RESOURCES REVIEW: hferaAaVlorrO
Brief description of review activities,results of review, and conclusions:
To determine the cultural resource potential of the APE, numerous sources of information were considered. First,
preliminary construction design, funding, and other data was examined for defining the potential impacts to the
APE ground surfaces and for determining the level of effort necessary for Section 106 compliance. Next, a map
review and site file search was conducted at the Office of State Archaeology(OSA)on Monday, March 9, 2015. No
previously documented archaeological sites have been recorded within the boundaries of the APE. However, two
resources (31PQ110 & 31PQ111) lie adjacent to the project's APE and numerous prehistoric archaeological sites
have been documented nearby to the west on landforms similar or identical to those in the project study area.
31PQ110 and 31PQ111 were documented during reconnaissance of selected portions of Perquimans and
Pasquotank Counties(Rogers 1989). Both sites are located on prominent rises adjacent to an unnamed tributary of
the Perquimans River. Both appear to be small sites whose main components belong to the Late Woodland. One
Cashie ceramic sherd was collected from 31PQ110 as surface collecting conditions were poor at the time of the
survey. Each of these sites warrant test excavations to assess buried cultural strata and to collect a more robust _
ceramic sample. The assemblage at 31Pq111 included a soapstone bowl fragment, Morrow Mountain, Guilford,
and Savannah River projectile points, quartz and rhyolite flakes, sand-tempered sherds and Cashie sherds. Also, a
white kaolin pipestem fragment was recovered (Rogers 1989). It appears, based on aerial images,that 31PQ111 is
situated on the southern side of the tributary, thereby presenting a natural site barrier from the existing APE.
31PQ110,too,appears to be just beyond the APE boundary, but may extend into it in the southwestern quadrant.
Additionally, a small cemetery is relegated to the southwestern quadrant as well. Likely beyond the B-5416 APE,
the cemetery shares close proximity to 31PQ110. Therefore, it is suggested that the cemetery be recorded with a
North Carolina archaeological site number and a North Carolina cemetery form be completed for the small
resource regardless of its inclusion within or proximity to the APE.
Examination of National Register of Historic Places (NRHP), State Study Listed (SL), Locally Designated (LD),
Determined Eligible (DE), and Surveyed Site (SS) properties employing resources available on the North Carolina —
State Historic Preservation Office (NCSHPO) website determined no historic structural resources with potential
archaeological deposits were contained in the boundaries of the APE.The(SL)Thomas D.White House is in the
"ARCHAEOLOGICAL SURVEY REQUIRED"form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
1 of 2

Project Tracking No.:
southwestern quadrant, located relatively proximal to the tributary and APE. Many (SS) locations have been
documented in the surrounding area suggesting a long and enduring historic occupation of the area. Furthermore,
historic maps of Perquimans County were appraised for former structure locations, land use patterns, or other
confirmation of historic occupation in the Bridge 29 vicinity. Archaeological/historical reference materials were
reviewed as well. In general, the APE is considered to have a moderate to elevated potential for the recovery of
archaeological artifacts and features based on the cultural data outlined above.
In addition,topographic,geologic,and NRCS soil survey maps(MuA, CO,WnB)were referenced for the evaluation
of geomorphological, pedeological, hydrological, and other environmental-type elements that may have resulted
in past occupation at this location. Finally, review of aerial and on-ground images (NCDOT Spatial Data Viewer,
Google) afforded first-hand perspectives of the overall study area which were useful for assessing localized
disturbances,both natural and human induced,which compromise the integrity of archaeological sites/deposits.
The proximity of potentially important archaeological sites and advantageous hydrology,drainage and topography
suggest an elevated probability for the presence of cultural resources, particularly to the prehistoric end.To be
sure,an in-field subsurface survey of the APE is recommended prior to construction/replacement activities.This
work should seek to determine if 31PQ110 extends into the APE,document the small cemetery in the
southwestern quadrant regardless of its inclusion in the APE,and document any other presently unknown
archaeological resources in the project area.
Rogers,Rhea J.
1989 An Archaeological Reconnaissance of Selected Portions of Perquimans and Pasquotank
Counties,North Carolina.Office of State Archaeology,NC Division of Archives and History.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ® Previous Survey Info ® Photos ❑Correspondence
❑ Photocopy of County Survey Notes Other:
FINDING BY NCDOT ARCHAEOLOGIST an, ' ' I SIRE i>
.#� • /0 24/5
NCDOT AR HA�EjOILOGIST Date
, ,e,
Pro osed fieldwork completion date
"ARCHAEOLOGICAL SURVEY REQUIRED"form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
2of2

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DIVISION OF HIGHWAYS
PROJECT DEVELOPMENT&
``^. %,/ I_ ToENVIRONMENTAL ANALYSIS UNIT
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�1tt1� PERQUIMANS COUNTY
;\ REPLACE BRIDGE NO.29
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�� ON SR 1200 OVER PERQUIMANS RIVER BRANCH
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USGS 1:24,000 Topographic Map(s). Quad(s): Hobbsville(1983)

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MuA—Munden loamy fine sand,0 to 2 percent slopes
Map Unit Setting
• National map unit symbol:w7c7
• Elevation:0 to 20 feet
• Mean annual precipitation:42 to 58 inches
• Mean annual air temperature:61 to 64 degrees F
• Frost free period:190 to 270 days
• Farmland classification:Farmland of statewide importance
Map Unit Composition
• Munden and similar soils:85 percent
• Minor components:5 percent
• Estimates are based on observations,descriptions,and transects of the mapunit.
Description of Munden
Setting
• Landform:Marine terraces
• Down-slope shape:Linear
• Across-slope shape:Convex
• Parent material:Sandy and loamy fluviomarine deposits and/or marine deposits

Typical profile
• A-0 to 8 inches:loamy fine sand
• E-8 to 14 inches:loamy fine sand
• Bt-14 to 36 inches:fine sandy loam
• C-36 to 80 inches:loamy fine sand
Properties and qualities
• Slope:0 to 2 percent
• Depth to restrictive feature:More than 80 inches
• Natural drainage class:Moderately well drained
• Runoff class:Very low
• Capacity of the most limiting layer to transmit water(Ksat):Moderately high to high(0.57 to 5.95 in/hr)
• Depth to water table:About 18 to 30 inches
• Frequency of flooding:None
• Frequency of ponding:None
CO—Chowan silt loam
Map Unit Setting
• National map unit symbol:w7by
• Elevation:0 to 30 feet
• Mean annual precipitation:40 to 55 inches
• Mean annual air temperature:59 to 70 degrees F
• Frost free period:200 to 280 days
• Farmland classification:Prime farmland if protected from flooding or not frequently flooded during the growing
season
Map Unit Composition
• Chowan,undrained,and similar soils:90 percent
• Estimates are based on observations,descriptions,and transects of the mapunit.
Description of Chowan,Undrained
Setting
• Landform:Flood plains
• Down-slope shape:Linear
• Across-slope shape:Linear
• Parent material:Silty alluvium over herbaceous organic material and/or woody organic material
Typical profile
• A-0 to 6 inches:silt loam
• Cg-6 to 27 inches:silty clay loam
• 2Oa-27 to 80 inches:muck
Properties and qualities
• Slope:0 to 2 percent
• Depth to restrictive feature:More than 80 inches
• Natural drainage class:Very poorly drained
• Runoff class:Very high
• Capacity of the most limiting layer to transmit water(Ksat):Moderately high to high(0.20 to 5.95 in/hr)
• Depth to water table:About 0 to 6 inches
• Frequency of flooding:Frequent
• Frequency of ponding:None
• Available water storage in profile:Very high(about 12.8 inches)

WnB—Wando fine sand,0 to 5 percent slopes
Map Unit Setting
• National map unit symbol:w7cr
• Elevation:0 to 20 feet
• Mean annual precipitation:42 to 58 inches
• Mean annual air temperature:61 to 64 degrees F
• Frost free period:190 to 270 days
• Farmland classification:Not prime farmland
Map Unit Composition
• Wando and similar soils:85 percent
• Minor components:5 percent
• Estimates are based on observations,descriptions,and transects of the mapunit.
Description of Wando
Setting
• Landform:Ridges on marine terraces
• Landform position(two-dimensional):Shoulder,summit
• Landform position(three-dimensional):Crest
• Down-slope shape:Convex
• Across-slope shape:Convex
• Parent material:Eolian sands and/or beach sand
Typical profile
• A-0 to 8 inches:fine sand
• C-8 to 99 inches:fine sand
Properties and qualities
• Slope:0 to 6 percent
• Depth to restrictive feature:More than 80 inches
• Natural drainage class:Well drained
• Runoff class:Very low
• Capacity of the most limiting layer to transmit water(Ksat):High to very high(5.95 to 19.98 in/hr)
• Depth to water table:About 48 to 72 inches
• Frequency of flooding:None
• Frequency of ponding:None
• Available water storage in profile:Low(about 3.1 inches)
StB—State loamy fine sand,2 to 6 percent slopes
Map Unit Setting
• National map unit symbol:w7ch
• Elevation:0 to 20 feet
• Mean annual precipitation:42 to 58 inches
• Mean annual air temperature:61 to 64 degrees F
• Frost free period:190 to 270 days
• Farmland classification:All areas are prime farmland
Map Unit Composition
• State and similar soils:85 percent
• Estimates are based on observations,descriptions,and transects of the mapunit.
Description of State
Setting
• Landform:Ridges on marine terraces
• Down-slope shape:Convex
• Across-slope shape:Linear
• Parent material:Sandy and loamy fluviomarine deposits and/or marine deposits
Typical profile
• Ap-0 to 7 inches:loamy fine sand

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STATE SITE#: _POUR._
NORTH CAROLINA ARCHAEOLOGICAL SITE FORM
OFFICE OF STATE ARCHAEOLOGY
SITE NAME(S): OTHER SITE NUMBER:
INSTITUTION ASSIGNING: Other _..._.._._._____--___ PROJECT SITE NUMBER:
SITE COMPONENT: prehistoric SITE REMAINS:
SITE LOCATION INFORMATION
COUNTY PERQUIMANS QUAD MAP HOBBSVILLE 1982
COORDINATE SYSTEM' UTM MAP UNITS
MAP ZONE 18 MAP EASTING 364520
MAP DATUM NAD 27 MAP NORTHING 4019310
RECORDED W/GPS?: GPS DATA POST-PROCESSED?:
DATE RECORDED: 2/15/19a9_.
RECORDED BY: R,.Marshall _.._.�..._.�_._—.�
RESULT OF COMPLIANCE PROJECT: _No CODING DATE:
PROJECT NAME: An.A CchaealooicaLRecannaissan_ CODED BY: _l_BarshaU__.._...__.___.__.____...____._--___
ARTIFACT INVENTORY ATTACHED?: No
CURATION FACILITY: ACCESSION NUMBER ORDER:
Office of State Archaeology--DCR 1
BIBLIOGRAPHIC NUMBER(S):
BIB 2627
RECOMMENDATION
Test Excavations
Surface Collection
ENVIRONMENTAL INFORMATION
TOPOGRAPHIC SITUATION:._Qther._.___.______ ___ ELEVATION(FEET): Z __
SLOPE PERCENT LOW(%): 1 ._ .. ._._.._.�_.___. SLOPE PERCENT HIGH (%): L_,__________._..__
SLOPE FACE DIRECTION: _Southeast_-_ __ __ SOIL COMPOSITION: _tnamy Sand.._._.._..___ -.
MODERN VEGETATION: _Row_CrnolCulti3rated__ ...._.... NRCS SOIL TYPE CODE:
SOIL SERIES NAME JY1uIIden_Inamv�insar>1L.__
DISTANCE TO WATER(METERS): 120__ NEAREST PERM WATER TYPE: _River.Creek-or.Stream____
DRAINAGE BASIN: Pasnuotank.__..___._..._____._. SITE SIZE: _6pL5nun_sn._m_IZi9 49flfLsa.vd�_
GROUND VISIBILITY LOW(%):_40 -_..___...._ GROUND VISIBILITY HIGH(%): 240
PERCENT DESTROYED Unknown. DESTRUCTION DATE
SITE CONDITION: DESTRUCTION CAUSES
Cultivated Cultivation
Light Erosion Erosion
INVESTIGATIONS
COLLECTION MADE: Yes COLLECTION STRATEGY —
General
AREA COVERED IN CONTROLLED COLLECTION (SQ.M.):
LhST lvv;L PECr_;01);MED '.19?<."11 Pdr 1 of 3

STATE SITE #: poll s
NORTH CAROLINA ARCHAEOLOGICAL SITE FORM
OFFICE OF STATE ARCHAEOLOGY
SUBSURFACE TEST MADE: No
NATIVE AMERICAN SITE INFORMATION
CULTURAL AFFILIATIONS:
SITE FUNCTION
Late Woodland
Short-Term Habitation
MIDDEN: Unknown
LITHICS:
Other
Tertiary Debitaae
NATIVE AMERICAN CERAMICS
TEMPER SURFACE PROPOSED TYPE
Gravel Fabric Impressed
HISTORIC SITE INFORMATION
PERIOD OF OCCUPATION BEGIN PERIOD OF OCCUPATION END
REFINED DATE FROM REFINED DATE TO
DATEABLE CERAMICS:
OFFICE OF STATE ARCHAEOLOGY USE ONLY
DATE ON NRHP: REGISTER STATUS: Unassessed
TYPE OF FORM: Archaeological Site Form IV RECORDER STATUS: NCAC Member or Professional
FORM RELIABILITY: Codina Complete LOCATIONAL RELIABILITY: Accurate
FORM DATA CHECKED BY: FORM DATE:
COMMENTS
RESEARCH Unknown-subsurface testing and more extensive artifact collection is needed.
POTENTIAL:
EXPLANATION Field is stable,in cultivation.
OF IMPACTS:
EXPLANATION OF Surface visibility was poor-surface collection should yield more ceramics to assist temporal
RECOMMENDATIONS placement of site; testing required to determine presence of intact features and significance.
EXCAVATION
RESULTS:
SUBSURFACE TESTING
RESULTS:
FEATURE None apparent.
DESCRIPTION:
OWNER/TENANT H.S. Reynolds, RFD 1,Belvidere,NC.
INFORMATION:
DIRECTIONS TO SITE: 300 meters south of intersection of SR 1200 and 1001,on SR 1001 (west side)in field north of
and adjacent to small cemetery.

STATE SITE #: poi in
NORTH CAROLINA ARCHAEOLOGICAL SITE FORM
OFFICE OF STATE ARCHAEOLOGY
COMMENTS: Survey completed by the Museum of the Albemarle.
-----------
HISTORIC CERAMIC
TYPES:
HISTORIC SITE
DESCRIPTION:
OTHER IMPORTANT 1 sherd:Cashie fabric impressed.
ARTIFACT TYPES:

STATE SITE#: Pni i i
NORTH CAROLINA ARCHAEOLOGICAL SITE FORM
OFFICE OF STATE ARCHAEOLOGY
SITE NAME(S): OTHER SITE NUMBER:
INSTITUTION ASSIGNING: Other PROJECT SITE NUMBER: PPPO-44
SITE COMPONENT: Prehistoric SITE REMAINS:
SITE LOCATION INFORMATION
COUNTY PERQUIMANS QUAD MAP HOBBSVILLE 1982
COORDINATE SYSTEM' UTM MAP UNITS
MAP ZONE 18 MAP EASTING 364760
MAP DATUM NAD 27 MAP NORTHING 4019560
RECORDED W/GPS?: GPS DATA POST-PROCESSED?:
DATE RECORDED: 2/22/1989
RECORDED BY: R. Marshall
RESULT OF COMPLIANCE PROJECT: No CODING DATE:
PROJECT NAME: An Archaeological Reconnaissan CODED BY: R. Marshall
ARTIFACT INVENTORY ATTACHED?: No
CURATION FACILITY: ACCESSION NUMBER ORDER:
Office of State Archaeology--DCR 1
BIBLIOGRAPHIC NUMBER(S):
BIB 2627
RECOMMENDATION
Test Excavations
Surface Collection
ENVIRONMENTAL INFORMATION
TOPOGRAPHIC SITUATION: 1st Terrace ELEVATION(FEET): 13
SLOPE PERCENT LOW(%): 3 SLOPE PERCENT HIGH (%): 3
SLOPE FACE DIRECTION: North SOIL COMPOSITION: I namv Sand
MODERN VEGETATION: Row Cron/Cultivated NRCS SOIL TYPE CODE: StB. MuA
SOIL SERIES NAME State. Munden
DISTANCE TO WATER(METERS): 100 NEAREST PERM WATER TYPE: River.Creek.or Stream
DRAINAGE BASIN: Pasauotank SITE SIZE: 7c.nni-cn.nnn co. m. /7Q.Q(11-59.Ann cn.v
GROUND VISIBILITY LOW(%): 90 GROUND VISIBILITY HIGH(%): 90
PERCENT DESTROYED Unknown DESTRUCTION DATE
SITE CONDITION: DESTRUCTION CAUSES
Cultivated Cultivation
Light Erosion Erosion
INVESTIGATIONS
COLLECTION MADE: Yes COLLECTION STRATEGY
General
AREA COVERED IN CONTROLLED COLLECTION (SQ.M.):

STATE SITE #: Pn11
NORTH CAROLINA ARCHAEOLOGICAL SITE FORM
OFFICE OF STATE ARCHAEOLOGY
SUBSURFACE TESTING
RESULTS:
FEATURE None apparent.
DESCRIPTION:
OWNER/TENANT Winslow,RFD 5(South Mills)-tenant.
INFORMATION:
DIRECTIONS TO SITE: On SR 1001 heading north,site is in field to the right(east)immediately before crossing bridge
over feeder of Perquimans River.
COMMENTS: Survey completed by the Museum of the Albemarle.
HISTORIC CERAMIC
TYPES:
HISTORIC SITE 1 white kaolin pipe stem fragment(5/64"diameter).
DESCRIPTION:
OTHER IMPORTANT 1 steatite bowl fragment; 1 quartzite Morrow Mountain; 1 quartzite Savannah River base; 1
ARTIFACT TYPES: quartz serrated point-distal fragment; 1 rhyolite aborted point(Guilford); 1 quartzite abort-
UID; 4 flakes with retouch; 5 tertiary flakes,3 Cashie fabric impressed sherds;4 sand tempered
sherds.

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P03257 lip River Friends hiieetin.•g House
P007 Haus e
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Site Photos—B-5416, Perquimans County
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SUBMIT THIS FORM AND ATTACHMENTS ELECTRONICALLY TO:
PAtracker ncdot.gov

Project Tracking No.(Internal Use)
REQUEST FOR CULTURAL /S-b 3-O 8/7
RESOURCES REVIEW FORM
MEMORANDUM TO: Drew Joyner, Human Environment Section
1598 Mail Service Center, Raleigh, NC 27699-1598
Send Electronic Submittals to: [e-mail] r046
ATTENTION: Matt Wilkerson,Archaeology Supervisor
Mary Pope Furr, Historic Architecture&Landsca��:j. 'x •' •
FROM: Kim Gillespie, Project Development Engineer FEB 2 4 241 }
DATE: February 24, 2015 116M Oa 1
PROJECT INFORMATION
Project No: B-5416 County: Perquimans
WBSNo**: 55046.1.1 Document PCE or CE
Type:
Fed.Aid No: Funding: ® State ❑ Federal
USGS Quad Hobbsville Project ROW:2018
Name: Schedule: CONST:2019
Project Description:
Replace Bridge No. 29 on SR 1200 (Bethany Church Road/Perry's Bridge Road)over a branch of
Perquimans River
** Work cannot begin until a charge number is provided that can be billed to by staff in the Human
Environment Section.
DESIGN INFORMATION
Project Length: Approx. 1400' Detour TBD
Route*:
Existing ROW: Assume 60' Proposed 100'
ROW:
Existing X- 2-lane Proposed X- 2-lane
section: section:
Structure to be Bridge Structure 1964
Replaced: Build Date:
Additional Design Information:
*Please refer to study area map for possible detour.