20190326 Ver 1_PA 18-02-0031 Anson (NSR)_20190307

Project Tracking No.:
18-02-0031
-o��� . NO ARCHAEOLOGICAL SURVEY REQUIRED FORM :,�'�'��� ,
,q,;.. 4..;,y'x.. /�v"`- ' .�9
' �� This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not i� , a
��Fp�� � valid for Historic Architecture and Landscapes. You must consult separately with the �� ���i0
�'a..,.'_. � �..
__.;,�'� Historic Architecture and Landscapes Group. ��_��
PROJECT INFORMATION
Project No: Bridge 175
County:
Document.
Anson
WBS No: 17BP.10.R.105
F.A. No:
Federal Permit Required?
MCC
Funding: � State ❑ Federal
� Yes ❑ No Permit Type: USACE
Project Description: Replacement of Bridge 175 over Caudle Branch on SR 1408 (Deep Springs Rd) in
Anson County, North Carolina. The archaeological Area of Potential Effects (APE) measures 600ft in
length (300ft from each bridge end-point) and 150ft in width (75ft from each side of the SR 1408 center-
line).
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
Permitting and funding information was reviewed for determining the level of archaeological input required by
state and federal laws. Based on the submitted "request for cultural resources review" form, the project is state-
funded with federal permit interaction. As such, Section 106 of the National Historic Preservation Act wi�l apply
and the United States Army Corps of Engineers (USACE) will serve as the lead federal agency. Next, construction
design and other data was examined (when applicable) to define the character and extent of potential impacts to
the ground surfaces embracing the project locale. The APE was designed to capture any federal permit areas.
Once an APE was outlined, a map review and site file search was conducted at the Office of State Archaeology
(OSA) on Thursday, March 1, 2018. No previously documented archaeological sites are located in the APE or
directly adjacent. Also, there are no recorded archaeological sites situated within a one mile radius of the APE or
along Caudle Branch.
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 NCSHPO website
is important in establishing the location of noteworthy historic occupations related to a perspective construction
impact area. A cross-check of these mapped resources concluded that no meaningful historic properties with
possible contributing archaeological elements were located inward of the archaeological APE margins. In addition,
historic maps of Anson County were appraised to identify former structure locations, land use patterns, or other
confirmation of historic occupation in the project vicinity. Archaeological/historical reference materials were
inspected as well. In general, the cultural background review established that no NRHP listed properties, previously
recorded archaeological sites, or cemeteries are located within the APE. Based on cultural-historical factors, the
APE is considered to have a low potential for the documentation of archaeological resources.
Further, topographic, geologic, flood boundary, and NRCS soil survey maps (BgB, MsA, Ba6) were referenced to
evaluate pedeological, geomorphological, hydrological, and other environmental determinants that may have
resulted in past occupation at this location. Aerial and on-ground photographs (NCDOT Spatial Data Viewer) and
the Google Street View map application (when amenable) were also examined/utilized for additional assessment
of disturbances, both natural and human induced, which compromise the integrity of archaeological sites.
Environmental/impact factors do not suggest a heightened potential for archaeological resource recovery.
"No ARCHAEOLOGY SU2VF,Y RGQUIRGD" form for the Amended Minar Transpalalron Projects as Qualified in !he 20l5 Progranunalic Agreemenl.
1 of 2

rro�ecr � racKrng �va.:
18-02-0031
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
No documented cultural resources are contained within the current APE lirnits for this bridge replacement project
in Anson County, North Carolina. Environmental and cultural-historical factors do not suggest a heightened
potential for archaeological resource recovery. Intact NRHP archaeological sites are unlikely to be present or
preserved within the currently defined APE. No further consultation is advocated. A finding of "no archaeological
survey required" is considered appropriate.
SUPPORT DOCUMENTATION
See attached: � Map(s) � Previous Survey Info
❑ Photocopy of County Survey Notes
❑ Photos ❑Correspondence
Other:
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGYSURVEYREQUIRED
.���'af.G �-�L ���C�tl�r.�o � ' � ��
NCDOT
"No ARCHAEOLOGY SURVEY RLQU/RED"jonn for !he AmendedMinor Ti•ansportalion Projecrs as Qualified rn the 20/S ProgrammoNc Agreemeni.
2 of 2

R.105 Vicinity Map
�sov
�,.
��
��
S�'
b� 0,
.��
� io
4sd
,�
,, 'L'K
e�' �
�
p�.
'ioi
� �L'4
�:ia)
$�yl,i�� �
a
v
[G'+��� � 3a:w.c ta.�a':bC�3 JAi,.'¢ ..
�maeu
=,.ar:�-.: tsP•, Ni/„7„�„ '' ':r.ca., Pa+*�n.m ._„ •a.-: :mc.-,� :r ;�.�r_., �.�ii:.<� :Lti.,:�, :i�],, ::Tr.; :EL2.='.ni. � l�,•d�.n.�*. �.1;�, �:La•Iri�A.P f:R, �YP4mxa.'.: ki'.nma��7v +6ie.".�4n!'�W G1[i5'+� C4v1! (: K�rom l'�'+aC� PC"mDi. ?�dFi'C'e?+. �'�Cm14�'�+Y O �`�P��" ' ' 3+4'1°MR fn!�.��!'/
5 e719':' l•Ka'i.�r'Sl' 6;Yp . . . .
Ft20Y •9A 1JP10: .. ..� � -..

� I
: � '`,�p 1 .' ,
y � ��� :
l , t ' ��a��
� J rU5 YS � F. �� �"'�i�,� �f{� Ni.<l i .
:. �
a. .. �§;_ s v ... . -` r .� . �Y7 ��. �s;�i4%iqn5� �.� .
` ,..^� .�"°,y
4,
.� �
�
� � `: f.',�' `� h�f\
4 $` Wµ 7� �.�' y �_, r1 C .
' �Wl�. L' �+ .'� 1� Si's)A�r - � 'i
v � y'�
7� i t '":= ^a �='r�.
�� ,
��� . I , � � � �y:;:,!:
�>�i �b {, akhl"�� � �v / k i. �k"�rt`���.
: � . . � w� ' , +^; � � ��
� ' � � , i.:s � .'" ., i.. ..- � ' ' . . ' �,-:
>;
� �. �. .,��: . M1...
:"- �.... - � � y i�. .�g� �..
� [ y R � y � ' ,� '�ol p y % '' �
�I`' ��� yi M + I Y .� LL iu,Yr I� �� 5 � ��
�pu� M�
'✓.+�i �. K P ) � - �' � �.�-�
,
l i�' y: � . . � 4 ��.� ' L ^ ' �'.. ,� _
� � � �G � �; , 1 � �twx -
r �.'� � :�< . � a�� : o- '. " ��..'
f� � �
�' 'ry ic� � rl � e . i
�'�^ =��`r�, r �s ��� �"4i "� ; r 'f � �'.�,� ; i �
ai ' - � ,, �
`t :,. � L.r.�. " `;. i�'� �` '2'y��.
L: k � _ � i �, 1 �': �- o r .:Ny,^�. n' �
,� r ;'
V ��'� ,��"-�'4 I} } ' � ° � e�i ��� ` + � X,�
C 9
�� ��� V � � � � � � I � �L �. .
` � � I �� � , :.�
„j�l� `� � ' . „t
yi55 �K P-�: Itt . I, R� ;
�� � -� i
�� r F �,. . � a
. i'3kd;��a�.� .... . . �"� ,.-. ���
��=.^.
���
n
� ; µ �'`''
� �
�. `� .
�
x i
K
� �i
r �..�!:
�. °"' '
p `\ "
� SC ,I
a '� �a,';'�Ei' :i�
� �r � NC .:.
\ 4�6�u•. �...

DATUM DESCRIPTION ;,e
�
THE LOCALIZED COOR�INATE SYSTEM DEVELOPEO FOR THIS PROJE[T .. . ^
IS BASED ON THE STATE PLANE COOROINATES ESTABLISHED BY -�� ,� p �,-
SEPI FOR MONUIdENT "D30175-2" -� -,'�,6 -'� /(: ��
WITH NAO 83/NSPS 2007 STATE PLANE GR1� COOR�INATES DF �-� — ,•'- �
NORTHINC: 470435.7630 (fi) EASTING: 7613BT7.3317 Ifil Q' �-���-� � � g
NGpINE C NEWELL � �� �
ELEVATION: 457.18 ({tl oa iic ac iea � � �
THE AVERAGE C�MBINED CRID FACTOR I15ED ON THIS PR0.IECT p�Sla /3+9/,Jz P BEG/N BR/OGE
IGROUNO TO GR1�l I5: 0.99987495 1/X = 1.0001250T �_ Zj.�,�g,���
THE N.C. LAYBERT GRID BEARING AND D= I.TOYlB.4' -L- STA14+63d7 .�
LOCALIZE� H�RI20NTAL GROUNO OISTANCE FROM L= 0753' BEGIN APPROACN SLPB -�e.m .....
15 W' IS.M
"BL-3" TO -L- STATION 13+70.OD IS R_ B�m, -L- STA/4+5299 �'�
5 T3'15'78.745" W 171.540 1{t) cvssn
ALL LMEAR DIMENSIONS AFE LOCALIZED HORIZONTAL DISTANCES w"""r �
VERT1CAl DATIIM 115ED IS NAV� BB . __ _
+85.66 ._._... -_._-F___., r ' +7974
BM-1 N �10519.ti1 E 161<tiJ.i]i ELEV 9G1.9i' -5000 F "� - �.- ' � ..". � ` .
BL-J N IZ.ES�
ii0555.W9 E 161<J02.T85 ELEV OCB.B3' 3vvs�,�sop � --�
� roe s�ore .xonrnoM � � � e�� na
s[[ oEru� n
� ` ,
-
� t._�c .�, 3 i13� 8� RD �� _ 8820' �.
i
� 1& i SPRIt�� � o.a� .4 E p i
, I� ,n i� DEEP Sq I�8 S �� •e - "' -
" -L'
m� �� � N Fi� a �
' m g I "� \'� ?- 'az = S � �_ ' _ .
�a — �_
4
END BRIGGE
' -C- STA/5+2612
.�, END APPROACH 5
_ L- S(A/5+37.(V
��
o R � 2 � ; O� 81 +3//4 F _ _ __ E � .__ . __.
F ` \ / �a f —' �eceu rw . --�r '-..� cuss u
1 � ' h --f�/ � PIV MP . iOE SLOPF •
F _
C\ _ r _� .... , -�.. ....�.. _...".. 0�0 SEE DETAIL n
� � \ \ / / \oti. O C J' P,' '� �
^ 6 ,,
y � + - �
FSi¢iON �]�.86 H��O
�' N / CltiS 0 WI LV 15.00' ' .\ � I5.00'
En , r
�µ�� � � , GfOiIXillf �
' � � '� �..i �5000 �1 �� ��� �\
- = � oo.ov,as.00� NP�WE C NEWELL ;
� BEGIN PROJELT WBS l7BPlORJ05 oa ms Pc iea � I
� � � n�
,' :� -L- STAl3+101A� � � '�
i y
NO'f&INpDEM17AC MILL A?PROX/MArEfl' NOTE:DESIGN SPfED SHOWN FOR HORlZON7AL
25'AT TlE lN TO PROVIDE A SAI�H CURVE lS UP TO l0 MPH LESS THAN OVERALL
7l3M'S?lON TO THE EXlST1NG DESIGN SPEED PER SUB-REGIONPL TIER DESIGN
PAV�MENT �. , GUIDEUNES. �
468
464
460
456
452
448
444
440
436
EL = 95/93'
EX/j7 I-13.3G57i
13+00
-L- STA /4ifi38/
PI = l3+BSD0 E� `
EL = 44935'
vc - isa
K=38
OS - 30 MPHz
—"_�
���
��
O
JAMES XALL <USTIN
OB'l91PG 192
EL = 45630
PI = 16+I5fi0
EL = 450b0'
vc = na
K=28
OS = 25 MPHx
ED GRO!/ND _
� au-�
GRIX/ND
CU55 /I
R/P RFP
fTYP!
14+00
REMOVE EX/S7/NG
STRULTURE
E57 223 CY UNCUSSIFIED
STRULTURE EXCAVATION
fT0ia1 BOTH SIDESJ
15+00
16+00
STV En inccrs. Inc.
a no"ii: �c°s°ezol wn. iis
uc u�.�.. x.me.� r-oovi
� �
FICNqFO B B�M1ER Q
09 53 PG 164 Z
snEn �+o.
no.
PLANS
wCOVmTOn
�
GOCUMENT MOT CONSIOERED FINLL
UNLE88 YLL SIGN/1TYNF3 COMPLETEI
P/ Sfo 17+p4p/ 9
�- 27'35'3/9'lRTI t'
a=d4B'S317 �
� - sisoz �
T ' /59.6/'
R = 650D0' r�°
'`' F � �r Q ER � -.;\ '
S� RT �'-�•.,.-��_ _.,
a �
___ B_a s" Q ` _ �
_ ��, �
C � � �
END PROJECiVlBSJ7BPJORJ05 \��
-�- s%ai%t�Ki �\,
�\
DEfAII A \ \� ..
iOE� OifC110N
nwn�� � p'\\\
r,,. �- oe..�r ua+.e
f O.w _�ST� �S+Y TO Si�.1p�50 �t
+ NOTE:
DESIGN SPEED SHONN FOR VERTICFL WRVE /5 UP 468
TO ZO MPH LE55 7NAN OVERNI DES(GN SPEED
PER SUB-REGIONAL TIER DESIGN GUIDfLlNES.
�
QS!
E� �+AAB�� 456
BRlDGE HYDRAULIC DATA
DESIGN 0/SCHARGE = 900 CFS
DESIGN FREIXIENLY � 25 YRS
DESlGN hM' ELEVATION = 4458 �
BASE OISCHPRGE = 1300 CFS
BASE FREOUENCY = l� YRS
BASE hW E[EVATION = 4476 FT
OVEl7TOPPING DISCH..aHHGE= 3� CFS
OVER70PPING FREOUENCY= 500+ YRS
OVERTOPP/NG ELEVATIDN - �97 f7
oare oF surr✓er = anoizore
WS.ELEVATIDN
AT DArE OF SUR✓EY � �-3 F�
17+00
452
aa8
444
440
436
�
: ��

OFF-SITE DETOUR SIGNING AND ROAD CLOSURE SIGNING
:����� i� � ..: �i.
���� �� ��
►�"�� ii . . .ii
���■��.�
►�����iiiiii
�
�""`�L ��.� �
�-� �����
�""` �� � �����
�` , �' �" .:
� • � �
�
ROAD
CLOSED
500 FT
v.�aa
48" % {8"
O
♦
• w�i
a8" % �8••
O
ROAD
CLOSED
1000 Ff
vrsoa
�e" % IB••
O
ROAD
CLOSED
AHEAD
wzw
�0" X 48"
O
flt1.3
fi�" z 30"
III BAH
O
STOP
0.1-0
e8' •
O
ROAD ROAD
CLOSED CLOSED
AHEAD AHEAD
wzoa wx0a
�8"%a8" �8"XaO••
NEXT RIGHT 50.,a
OaY'x B..
F
�eep Spnngs Rd
FND
DEfOUR Mae A
2!' % IB••
O
Deap Spnngs Rd
DETOUR �g
xaxn••
� MS1 L
11" % 15••
O
�Bep $pnngs Rd
DEfOUR
AHEAD
NIXf LEFf sr..i �.rzo-x
�Y'%13•• l0"XdO••
O O
Deep $prings Rd
o�roua ,,,...a
z�^ x iv..
� M11 L
31" % 15••
O
Deep $prings Rd
o�roua '"`�8
zr x ix..
� Mil
31" % 8••
O
Deap Spnngs Rd
DETOUR M,..g
1P•x I]••
� m5-10.
L" % IS'•
O
SEE flOADWAY ST� DWG 7701.03, SHEET 1& 2 OF g 600 300 0 600 1200
FOH ADVANCE WARNING AND BARRICA�E PLACEMENT.
Scele: 1"=600'

� �
_�
�
r •� y ��
. r �i
� �
�r ,
_ �-
�-
�-ti.
�
.�
.�
.,
�
��.�- �- z ti
.�
�
r• .1��
, � ■
� � �
�
�
� • �
�
_ � �
I"� '
-
r
r �.�1 �
I
�
� � I
��� �
`� �
��' • �
� ��
ti �
ti■ �
�
-- -
r�
�
�
�
�� . �
� f
�
�
� f, ,�
� �
� , ti �. _ r
i
�
f � �
�. �_-�
��
i
;e: Esri, DigitalGlobe, GeoEye, arth �a Geographic '
>/Airbus DS, U6rDA, USGS, AEX, Get�mapping, Aerogrid,
*GP, swis,s„topo, and the GIS User Community �
��
�
:r
��
_ .�
Portion of the Olive Branch topographic map illustrating the location and boundaries
of the archaeological Area of Potential Effects (APE) in Anson County, North Carolina.

�
��
_ � � �.
_�r� �
' -.;r,:. rs:v
p,�..�. . . . , i'.;
� `� �� "
� �. � _
�.
�� � m� � `,,���� - � _ ��,r� � �
'� �jl �`'s' � �`� f � j
�i
�� �I
�'w - �
: � - - - -- - - - - -- —
�,'t,�% ,' ��3 ,
�
,'
,_�
. .
�,A , „ �, „
. "°���� # q ,y �.;. , . : ' ,
�. �.:
z �. � '
�`�- ,'�� � �. , .
. � � ; ,
- ,
w � �c;" .� :
,pz� _ - —* ," . � . �
��
�eR �
SYy�� •
�', �1�
�
}� ��. ; � � ���'.` -�,.
4
k... �" �, . ., SE �]`., . .
'� T �
�
� t ' �
3e,Y�� ,�,
. .� ' 'F< ':_ . . �
�' .. � tr� �r't , r`��t�- � a �� '�` 2 `°� �]
t K � �i :. ��Y�.T� �.nx _
� � i
� �?t
4 �i' �*�'� .i � A'� "�Y'=�
'it � .:,'" � ys '� LL .
�Z �� �� � ' � L ' *^�
E 4 ?Y
�C�� � i
iT b
� ' F
i �
�* . ��'� � �� ! �-����
l '; "�t'4 � � � k .»�i C�
�� , x xy� `� � �i " b�
r.
'��i . ���' .
g �
41 �
`� �5 S�, � �� la � .a ,� 'S���b
-�s -. t 7� �.�r�T��"�'�
'� .. � � r� w�?' �..i *r�;.�. =�-�,
� J.
vf
�Y i'
���:
� i.
� �
� �' �
d;
� � ,
� �
� ��{:_
� � ��.,
�, � :... . : .' t. � _

BgB—eadin-Goldston complex, 2 to 8 percent slopes
Map Unit Setting
• National map unit symbol: 3v4j
• Elevation: 200 to 650 feet
• Mean annual precipitation: 37 to 60 inches
• Mean annual air temperature: 59 to 66 degrees F
• Frost free period: 200 to 240 days
• Farmland dassification: Not prime farmland
Map Unit Composition
• Badin and similarsoils: 60 percent
• Goldston and similarsoils: 25 percent
• Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Badin
Setting
• Landform:lnterfluves
• Landform position (two-dimensionalJ: Summit
• landform position (three-dimensionalJ: Interfluve
• Down-slope shape: Convex
• Across-slope shape: Convex
• Parentmaterial: Residuum weathered from metavolcanics and/or argillite
Typical profile
• Ap - 0 to 4 inches: channery silt loam
• BE - 4 Yo 8 inches: silty clay loam
• Bt - 8 to 26 inches: silty clay
• BC - 26 to 33 inches: silty clay loam
• C- 33 to 38 inches: channery silt loam
• Cr - 38 to 80 inches: weathered bedrock
Properties and qualities
• Slope: 2 to 8 percent
• Depth to restrictive feature: 20 to 40 inches to paralithic bedrock

• Natura/ drainage class: Well drained
• Runoff class: Medium
• Capacity of the most limiting layer to transmit water (KsatJ: Very low to high (0.00 to 1.98 in/hr)
• Depth to water table: More than 80 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available waterstorage in profile: Moderate (about 6.5 inches)
MsA—Misenheimer-Callison complex, 0 to 3 percent slopes
Map Unit Setting
• National map unitsymbol: 3v5q
• Elevation: 200 to 650 feet
• Mean annual precipitation: 37 to 60 inches
• Mean annual air temperature: 59 to 66 degrees F
• Frost free period: 200 to 240 days
• Farmland classification: Not prime farmland
Map Unit Composition
• Misenheimerand similarsoils: 55 percent
• Callison and similar soils: 30 percent
• Estimates are based on observations, descriptions, and transects of the mapunir.
Description of Misenheimer
Setting
• Landform:lnterfluves
• Landform position (two-dimensiona/J: Summit
• Down-slope shape: Convex
• Across-slope shape: Convex
• Parent material: Residuum weathered from metavolcanics and/or residuum weathered from argillite
Typical profile
• A- 0 to 2 inches: channery silt loam
• E- 2 to 7inches: channery silt loam
• Bw - 7 to 14 inches: channery silt loam
• Cr -14 to 25 inches: weathered bedrock
• R- 25 to 80 inches: unweathered bedrock
Properties and qualities
• Slope: 0 to 3 percent
• Depth to restrictive feature: 10 to 20 inches to paralithic bedrock; 20 to 40 inches to lithic bedrock
• Natural drainage class: Moderately well drained
• Runoff class: Very high
• Capacity of the most limiting layer to transmit water (KsatJ: Very low to high (0.00 to 1.98 in/hr)
• Depth to water table: About 12 to 18 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available waterstorage in profile: Very low (about 2.1 inches)
BaB—Badin channery silt loam, 2 to 8 percent slopes
Map Unit Setting
• National map unit symbol: 2t80y
• Elevation: 300 to 1,100 feet
• Mean annual precipitation: 43 to 49 inches
• Mean annual air temperature: 59 to 63 degrees F
• Frost free period: 215 to 245 days
• Farmland classification: Farmland of statewide importance
Map Unit Composition
• eadin and similarsoils: 90 percent

• Minorcomponents: 10 percent
• Estimates are based on observations, descriptions, and transects of [he mapunit.
Description of Badin
Setting
• Landform:lnterfluves
• Landform position (two-dimensional): Summit, shoulder
• Landform position (three-dimensionalJ: Interfluve
• Down-slopeshape: Linear
• Across-slope shape: Convex
• Parentmaterial: Residuum weathered from metasedimentary rock and/orrnetavolcanics
Typical profile
• A- 0 to 6 inches: channery silt loam
• Bt - 6 to 35 inches: silty clay
• Cr - 35 to 43 inches: bedrock
• R- 43 to 53 inches: bedrock
Properties and qualities
• Slope: 2 to 8 percent
• Depth to restrictive feature: 24 to 40 inches to paralithic bedrock; 40 to 59 inches to lithic bedrock
• Natural drainage class: Well drained
• Runoff class: Medium
• Capacity of the most limiting layer to transmit water (Ksat): Very low to high (0.00 to 1.98 in/hr)
• Depth to water table: More than 80 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available waterstorage in profile: Low (about 6.0 inches)

r �� � �' i % �t,. � J �-� j = 1 __ � � BM..� � �:
�� sso � � �,� � ��� _ � � % _ � t - — — — - � � .�; 3 ��
� --
, . �, � .�- • , ;
. - ,
;� --,,
i �"� ' �_.. ° •,\ ) �, ' ._ /,__ J t`_ - � �� � �� -�-�` 5�,
1123 � � ' � �--�-----, � / � _ S � p � /' � .� � �
� =--'Y�` ` .SI4 �, � ' �.
'- J �' ' � `L. ��� f/ � � � O � �/� � � �� ,
�_ 1 �� i� , � / O � � '� . . �I,1 �� \ "� �1:
� . i
� ` _ � ,, ,, . _ _ �,i - — - ia�3 � _ - � II
;, �r '' '�� ; r \
\ . _..�(. �sao t�t ,.; \ � o -., i i,-- �;;�; � ;I i. �, _ _
�. \ � s �, /, i ,�I �`'
20 � Q ', , �' � , �
��-' � ;'� �" - ti y� � �,� � � � i - � � ��,�� ' � � t �, ���� � � � �' i � � ���-�, �
il '� - � f � �ti � `.+. �, j , � I. \� \ `
' r�, 11j �, -- -_-�--� � ,, � '— � / `"D ; � '' _ 1 \
, , _ ,1 , � ;� � �� ,__ _ , , o t .;'�� �� a ;
; � 1 `,r'_�-�_ __ _— -'�, � �— � :% � ti ' , �,/ � r , ; ,�$ J�
Q / �` � J,�-- � -i 531 _ .. �� i ` ' � ! >-t'4a ! ` � Q �� I ; 5 _ ' I ; .
...�' J � = ���' .`�' '� � � j' ' �`, _ '� _ ! 1 " i � e3.
i _�; � � ' �-� � ,� � -` � . :�'- �-� � i
� �� s� � �` � , � � � � � / � ,�
i _ o -- /. Q ~o'
�f (1714 - � 500�"' ` ; �,'" -- y` � � `� � L '.`1 � �'..`" /f II �� \
�� � � \/ Q �- � .1�� f. i` �AO_. � t��) 11 II \
� ,..� . � � �
.Y . { - '� l� I �` �. .. 141� _ I rcp "�
%�' � j _ � � i 4ti � I �`l � � � �� �.. . p �;
� �'�l i�� � . � � � �,`. 1�., �� %� �� �' _ ��-�
� �F� �. ' �t.. . �a . �� --... ' _�' � � �� • �/'% ( �, � �� ... � ;I � �-� _� �
, f �
, �. � � _� . - ' � � �
•, - ��� � --� , •,
, � •.-� S � . -,� �.. � _ � .' I i` - �� �O ... _ I' . �j � � ' _
,
� J ...J' � •1 0 � 1
� ; ••• -.. , ,. ,�� ; ', �500 _ `y 14 (, ✓ r ._- it
,
;Q' ' S6
�,° ' � o \ , - 08 , _ �; K , 4az ,r �
._. d �_.._ . ., .,1 ' � ._J � �� .. �- . „� G • ` ` e��� - ., _ '" -r � - I. -_ Ii+rl
�
� l � � • i� I �.
,
. ��� • 1 � „� .. � <.:\�%
\
+ >
' , : : - ,/ � , � t'�- i : ",� - G9� � ��
� (� �tr. i , . � ��. .x . . L o - �■' ��� . �I I. I
-- " •, � ' '�r r �l �' ,f _ � � ,1'ti ��� � .� � �� . �' �
� . .
'�—_.:
° L-, � � -�y' ti ��' `` t - ' _ �` �'� �so ' � � i��� � � � t� � � %
�
� 1J25 '„-_. , � • ,� " I , �` - , - f � = .i ( �
f = ;• ,,. ,,
' %� �'\ ` �-: � �� � _ ' � f �
-``'-`' ----- ' ` � � , y C� � o ; i � _ ,,� � � , � t _
, ' �, ;, un ve B�nc� � " � f �:� � _
� v
1 � . f � 4-0940 , .�� Deep bpriti s,� .. ' -.�.'
r _-�.��: � /:..� � 192] v� � _ .'`'�^�4�_ ' • � t:
�✓ ,i \ � l ./�' ," s�C i ��./' � � . O I.. � � // .
�., . __. . . '�, . .' ._ ..__. N �'` � .
� ��/ ' �^ � .. ` �/� ' ,���['.,� \ � �,V I'� \. i� ,. '
� , \J i �. I
� . , ' � , . . _.
�.D \' � . . �� 'j� ._ .i , �. � _ "
i , �
� _ ,- . . .. . . _. {
� :, ,' i
_ � ,` , �� �� 5� � '� �t �`r 45�
�
,
__ J : i , n . �- � � r �, �
...._� - •
i ,
_, , ` , . : � J�, i,..� � ,. � � 4�� �f .. �� � �
-
n
, ' � `_ g .. ,,I '
� < _
r '
- �I ; ;. ., : �' _ .,�\ � '
__ p � .r" � eR, . �1 1 � � � �' i
..'� Y',/: ` -- � _46/ � �� � � ���
^`--'\ - ,�f�-- � i� CQ � `r' -' � �hp - ' .,�,'- � 1, � � �
' ` �s� � ..; �� � , � � � '� � \ D �' � . . Q C �o ` '
\ �_ � �' i i � _ �� = p � �,; �
., r:� � ; y `, ; ," 0 � - � �
� � �� � ��o' ' �'��r Q� �, 1� � '� �j � ,�
_� �
� -- ,
_ �� � , /, � � C ern ; ' � y
��_ ;,,; � � J� r
. . --- � . -� O � , , n ,; � Y
,
, / . .�} � , 1I,,� �, //,
0 ;� �
� O � ` � 48E �_�1� �� �� � � � � I c ' ,� ��% � ��.
,1 '
�' ar n muntt 1�- '= l�,
_. � � II' �:� - _ --- . r
� _ ( h • \.. !'_ . ' ` 'I �_`` ,
` ��
,-�,' Cem ��`= B t +...._.� _ r✓ o
� I: --->-- = Cl, C It 2t C l"� �
_ �.` c r p�' b �--- .
j ' r
�-� �I-- l\- •��I�'I -- � � � � '� . `� �I�1y I��''
� � _��...._ ; -t� - � � ��� � � � E31�1 i? � � ) ��i
� � .
y
�+ � �i� »�0 ; 4i' -----' 433 ) ,t�
$��� � " � ° ���� '-- ��y° ��._ �'
4ss � � � �', �
� �7'v v � r i . µ t! i/ � Q . �. ii
,� L,�a r .� ; , O 4v
� � ` � , - � o . -' � i�oi , '�'i - � - � ' ,
-' � � sa ��
�; � _`� (,,_ _ � ; `- ,1 '- , �� _� a \
l/� � ; � �; f.,' ° 'i'I ��� , . � _1 p . C _ u5 _ - -
! ''
, ,� , �
_/�/::'' 1 ' I � � , � � -� !��
� � ( ; � i
� ' � �' � �`` i ' � -_�� �� .o� ,o � � � �
I �� �� 1728 � ; � .. - _ . _
�� . _ `�; ��,�
� , , , 4 ,. ; � ° i' �, a�° , � ,,,
�} t � � '', �^-� ��
� f, ; .
J .�-. ./ G�' ' , y� _ "� � i, , ��� t� �� ' � /� � _ .��n �' n �`��� � � � � } ,

NCSHPO website map illustrating the generalized location of the archaeological APE in Anson County, North Carolina.