20170347 Ver 1_AR16-09-0029NoSurvey_20170327

Project Trackdng No.:
16-09-0029
oa��:: NO ARCHAEOLOGICAL SURVEY REQUIRED FORM ;� �
!���,'' �� ���' This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not valid ,�.'
. '�#`� � �►
�,�t����� for Historic Architecture and Landscapes. You must consult separately with the Historic ��`� �`�°
�a:.. A rc h i tec t u re a n d La n dsca es G rou �' �
. �`� p p� �p�....�5`�r
PROJECT INFORMATION
Project No.• ria
1,VBS No:
F.A. No:
Federal Pernait Kequired?
17BP.S.R.119
na
County:
Document.•
Funding:
Moore
MCC
� State ❑ Federal
� Yes ❑ No Permit Type: NWP 3
ProjectDescription: NCDOT intends to replace Bridge No. 14 on SR 1102, Thunder Road, over Horse
Creek (Pinehurst Lake) in southern Moore Counry. The project length is listed on preliminary planning for
the project at nearly 787 feet (over 239.79 meters) in length. An examination of the preliminary design
indicates that the majoriry of the proposed project remains within the e�sting 60-foot (nearly 18.29-metex)
right-of-way (RO� along SR 1102. However, small easements appear necessary to accommodate fill-lines
outside existing ROW closer to the drainage. For the purposes of the archaeological review, an area of
potential effects (APE) that accommodates the length of the project within e�sting ROW in addition to the
small expansions for fill was established. This APE encompasses an area estimated at roughly 1.29 acxes
(slightly over .52 hectare).
SUMMARY OF CULTURAL RESOURCES REVIEW
Briefdescription ofrevrewactivYt�es, results ofrevrew, and conclusions:
A review of the site maps and files archived at the North Carolina Office of State Archaeology (OSA) was
conducted on October 17, 2016. No previously recorded archaeological resources are located within the
proposed APE, nor have any archaeological resources been identified within .5-mile of the proposed APE.
Additionally, an examination of the data presented on the North Carolina State Historic Preservation Office
HPOWEB GIS Service (htt�://gis.ncdcr.gov/h�oweb/) xeveals that no historic properties are located within
a .5-mile radius.
An examination of soils in Moore County presented on the National Resources Conservation Service Web
Soil Survey (htt�://websoilsurvev.nres.usda.gov/a�/WebSoilSurvev.as�x) indicates that the following soil
types fall within the delineated APE: Ailey loamy sand, 8 to 15 percent slopes (AeD) and Bibb loam, 0 to 2
percent slopes, frequendy flooded (Bb).
No further archaeological invesrigations are required for the project within the area established as the current
APE. Should the project change to expand beyond the APE established for this review, further consultation
will be necessary. In the unlikely event that suspected archaeological remains are encountered during the
bridge replacement, work should cease in that area and the NCDOR Archaeology Group should be contacted
immediately.
BrtefExplanatron ofwhp the available informat�onprovides a reliable basis forreasonablppredicting
that there are no unidenti&ed historic properties in the APE.•
In general, at least for the purposes of archaeological review, e�sting ROW is considered to have undergone
severe disturbances associated with transportation faciliry construction and maintenance. This is especially
true in the areas surrounding bridge locations where the highway easement includes a causeway through
wetland areas, such as can be seen in the topographic mapping for Bridge No. 14 on SR 1102. While it is true
"No ARCHAEOLOGYSURVEYREQUIRED " form for the Amended Minor Transportation Project.r as Qualified in the 2015 Programmatic Agreement.
1 of 3

Project Tracking No.:
16-09-0029
that the current project does include impacts outside e�sting ROW, those areas appear to be xelatively small
and contained to frequently flooded wetlands adjacent Horse Creek; conditions ill-suited to most
archaeological resources of significance. The current project seems very unlikely to impact any archaeological
resources that would prove othenvise exceptional.
SUPPORT DOCUMENTATION
See attached: � Map(s) ❑ Previous Survey Info ❑ Photos ❑Correspondence
� Other: soil map; preliminary design.
FINDING BY NCDOT ARCHAEOLOGIST
NO ABCFIA.EOLOGY SUBVEY kE�UIKED
�
NCDOT ARCHAEOLOGIST
November 2, 2016
Date
"No ARCHAEOLOGYSURVEYREQUIRED " form for the Amended Minor Transportation Project.r as Qualified in the 2015 Programmatic Agreement.
2 of 3

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Aerial photograph with 2-foot and illustrating the location of the APE (red lines) for the replacement of
Bridge No. 14 on SR 1102.
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No ARCffAEOLOGYSURVEYREQUIRED" for�m for the Amended Minor Tr�ansportation Projects as Qualifted in dhe 2015 Pr�ogrammatic Agreenient.
3 of 3

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Page 1 of 3

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
� � Soil Map Unit Lines
0 Soil Map Unit Points
Special Point Features
�oj elowout
�g Borrow Pit
;�g Clay Spot
- Closed Depression
� Gravel Pit
„ Gravelly Spot
� Landfill
� Lava Flow
� Marsh or swamp
�'y� Mine or Quarry
�qr Miscellaneous Water
�"j Perennial Water
, Rock Outcrop
-.� Saline Spot
Sandy Spot
� Severely Eroded Spot
Sinkhole
Slide or Slip
oa Sodic Spot
Soil Map—Moore County, North Carolina
(Bridge No. 14 on SR 1102)
. Spoil Area
' SYony Spot
Very Stony Spot
Wet Spot
, Other
++ Special Line Features
Water Features
Streams and Canals
Transportation
F++ Rails
rti.r Interstate Highways
US Routes
Major Roads
Local Roads
Background
� Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at 1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more accurate
calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Soil Survey Area: Moore County, North Carolina
Survey Area Data: Version 17, Sep 24, 2015
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
Date(s) aerial images were photographed: Feb 11, 2011—Apr 2,
2011
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
USDa Natural Resources Web Soil Survey 11/2/2016
� Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Moore County, North Carolina
Map Unit Legend
Bridge No. 14 on SR 1102
Moore County, North Carolina (NC125)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
AeD Ailey loamy sand, 8 to 15 0.2 17.7%
percent slopes
Bb Bibb loam, 0 to 2 percent 1.1 82.3%
slopes, frequently flooded
Totals for Area of Interest 1.3 100.0%
U��a Natural Resources Web Soil Survey 11/2/2016
� Conservation Service National Cooperative Soil Survey Page 3 of 3

• �
See Sheet �-A For Index of Sheets
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LOCATI01�: BRIDGE 1�0. 620014 01� SR 1102 (THU1�lDER ROAD)
O T�ER HORSE CREEK
TYPE OF WORI�: GRADII�G, DRAII�AGE, PA VI1�lG � STR UCTURE
���������� �����
d9� N�b7C �J�]E F�][8 ]fk % W AC��J��d7['I�N
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PLANS PREPARED BY: PLANS PREPARED FOR: HYDRAULICS ENGINEER
GRAPHIC SCALES DESIG11t DATA PROJECT LE11tGTH � ENGINEERING DIVIS701V oF HIGHWAYS
� DIVIS701V 8
ADT 2013 = 1200 3220 GLEN ROYAL RD. RALEIGH, NC 27617 902 N Sandhills Blvd
50 0 50 l00 qDT 2025 = 2400 LENGTH ROADWAY PROJECT 176P.8.R.119 = 0.136 mi TELE91NC88CENSE#P-0189880232 Aberdeen, Nc 283I5 0� �oa�,�
r�
� �o
K _ p/o 2012 STANDARD SPECIFICATIONS ��c� �'��oQ
PLANS � �
�— % LENGTH STRUCTURE PROJECT 17BP.8.R.119 = 0.013 mi SIGNATURE: P.E. � a
50 0 50 100 T— 6 ��o * RIGHT OF WAY DATE: BRIAN A. WILES, PE a �
V = 6O MPH DECEMBER 2016 PROJECT ENGINEER ROADWAY DESIG11t � �
E111GI11tEER '
PROFILE (HORIZONTAL) * TTST = DUAL TOTAL LENGTH OF PROJECT 17BP.8.R.119 = 0.149 mi ��� Qo�`��
�� � G°3 Q��
l0 0 l0 2p FUNC CLASS = LETTIIIIG DATE: TIM WELCH, PE
LOCAL JUNE 2017
PROFILE (VERTICAL) SUBREGIONAL TIER NCDOT CONTACT
DIV 8 BRIDGE PROGRAM MA11iAGER P.E.
SIGNATURE:

BOUNDARIES AND PROPERTY.•
State Line ----- -----
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin �
Property Corner �
Property Monument �
Parcel/Sequence Number �23
Existing Fence Line -X X X-
Proposed Woven Wire Fence �
Proposed Chain Link Fence �
Proposed Barbed Wire Fence '�
Existing Wetland Boundary - - - -W�e- - - -
Proposed Wetland Boundary W�e
Existing Endangered Animal Boundary EAB
Existing Endangered Plant Boundary EPB
Existing Historic Property Boundary HPB
Known Contamination Area: Soil �' �' '
Potential Contamination Area: Soil � ��
Known Contamination Area: Water - '� '� �
Potential Contamination Area: Water �?� �
Contaminated Site: Known or Potential �' �
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap O
Sign �
Well °
w
Small Mine �
Foundation 0
Area Outline
Cemetery fi
Building
School �
Church �
Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir � �
Jurisdictional Stream �S -
Buffer Zone 1 Bz �
Buffer Zone 2 Bz 2
F I ow Arrow � --- ---
Disappearing Stream �-- --
Spring o�-�����---�
Wetland �
Proposed Lateral, Tail, Head Ditch
� FLOW
False Sump �
��������� ��� ����1���`���� ���,����,�°���������.��.� 7�����°J��� ,% �� ��' ��������1,;�.�1��"�
Note: Not to Scale *S. U.E. = Subsurface Utility Engineering
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RIGHT OF WAY.•
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite R�W Marker
Proposed Control of Access Line with
Concrete C/A Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage / Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
�
CSX TRANSPORTATION
0
MILEPOST 35
0
SWITCH
����
�
0
�o
�
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES.•
Existing Edge of Pavement -
Existing Curb -
�\ �
.. �
-
in� 0
'"' ��
,� c �,
�A,
c
E
E
TDE
PDE
DUE
PUE
TUE
AUE
�
Proposed Slope Stakes Cut --- �---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp cR
Existing Metal Guardrail -
Proposed Guardrail =
Existing Cable Guiderail -
Proposed Cable Guiderail -
Equality Symbol
Pavement Removal
T�EGETATION.•
Single Tree
Single Shrub
Hedge 'V"
Woods Line �
ti
:���������i
�
�
Orchard
Vi neya rd
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES.•
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
U/G Power Line LOS B(S.U.E.*)
U/G Power Line LOS C(S.U.E.*)
U/G Power Line LOS D(S.U.E.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand Hole
U/G Telephone Cable LOS B(S.U.E.*) -
U/G Telephone Cable LOS C(S.U.E.*) -
U/G Telephone Cable LOS D(S.U.E.*) -
U/G Telephone Conduit LOS B(S.U.E.*)
U/G Telephone Conduit LOS C(S.U.E.*)
U/G Telephone Conduit LOS D(S.U.E.*)
U/G Fiber Optics Cable LOS B(S.U.E.*)
U/G Fiber Optics Cable LOS C(S.U.E.*)
U/G Fiber Optics Cable LOS D(S.U.E.*)
� � � �
Vineyard
CONC
J ��N� WW �
CONC HW
�--------�
� CB
�
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O
❑T
�
HH
- - - -T- - - -
- -T- -
T
- - - -TC- - - -
- -TC- -
TC
- - - -T FO- - -
- -T FO- -
T FO
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
U/G Water Line LOS B(S.U.E*)
U/G Water Line LOS C(S.U.E*)
U/G Water Line LOS D(S.U.E*)
Above Ground Water Line
TV:
TV Pedestal
TV Towe r
U/G TV Cable Hand Hole
U/G TV Cable LOS B(S.U.E.*)
U/G TV Cable LOS C(S.U.E.*)
U/G TV Cable LOS D(S.U.E.*)
U/G Fiber Optic Cable LOS B(S.U.E.*)
U/G Fiber Optic Cable LOS C(S.U.E.*)
U/G Fiber Optic Cable LOS D(S.U.E.*)
GAS :
Gas Valve
Gas Meter
U/G Gas Line LOS B(S.U.E.*)
U/G Gas Line LOS C(S.U.E.*)
U/G Gas Line LOS D(S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS 6(S.U.E.*)
SS Forced Main Line LOS C(S.U.E.*)
SS Forced Main Line LOS D(S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS 6(S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. -
A�G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A(S.U.E.*)
Abandoned According to Utility Records -
End of Information
W
A/G Water
c❑
�
HH
- - - -TV- - -
- -TV- - -
T�
- - - -TV FO- - -
- -TV FO-
TV FO
�-
A/G Gas
�
O
ss
A/G Sanitary Sewer
- - - -FSS- - - -
- - FSS - -
FSS
•
0
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- 7UTL
0
UST
0
�
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AATU R
E.O.I.

« � � PROJECT REFERENCE NO. SHEET NO.
��- �� �, �, �, '� ENGINEERING
� , �, � , l7BPo8eRJl9 5
� �
_ � i � i
� _.' i_ I I_ __ _ _, I_ � _ ''_ _, i_', ', . _ ROADWAY DESIGN HYDRAULICS
�n I� �i �
I_
ENGINEER ENGINEER
I I�� ��i — 3220 GLEN ROYAL RD. RALEIGH, NC 27617
� � � ; � TELE 919.788.0224 FAX [phone] l[1\T��1�'I[][�][.e]E lE IEDI[e�I�T�
, .
� � ,, , � N C L I C E N S E#P-0189 �� ��� ���� ��� i�.����T��������
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BP1 7. 8. R. 1 1 9 X-1
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BP17.8.R.119 X-3
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BP17.8.R.119 X-4
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O 2.5 5 PROJ. REFERENCE NO. SHEET NO.
BP17.8.R.119 X-6
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O 2.5 5 PROJ. REFERENCE NO. SHEET NO.
BP1 7. 8. R. 1 1 9 X-7
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BP17.8.R.119 X-8
5 0 5 0 5 50 5 0 35 30 25 20 1 1 1 1 20 25 30 35 0 5 50 5 0 5 0 5
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