HomeMy WebLinkAbout20210302 Ver 1_Cherokee County - B170 - Archaeology_20210610 ProJed Tracking No.:
16-02-0079
aac1Q. NO ARCHAEOLOGICAL SURVEY REQUIRED FORM
4„r"F E,nn,41 This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not fib}{; to
{!F
-v ra valid for Historic Architecture and Landscapes. You must consult separately with the iu
\P Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No: Bridge 170 County: Cherokee
WBSNo: 17BP.14.R.163 Document: MCDC
F.A.No: fi47 Funding: ®State ❑ Federal
Federal Permit Required? ® Yes ❑ No Permit Type: NWP3/14-TVA-401
Project Description:Replacement of Bridge No.170 over Marble Creek on SR1411(Old Block Plant
Road)in Cherokee 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 SR1411
center-line).
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities,results of review,and conclusions:
First,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 will
apply and the United States Army Corp of Engineers(USACOE)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.Once an APE was outlined,a map review
and site file search was conducted at the Office of State Archaeology(OSA)on Friday,March 4,2016.No
previously documented archaeological sites are located within the APE.Numerous prehistoric archaeological sites
have been recorded within a mile radius of the project area,mostly Isolated to the Valley River floodplain to the
south and east.
Historic structure locations often harbor archaeological deposits and features related to the former occupation of
a property.An inspection of National Register of Historic Places(NRHP),State Study Listed(SL),Locally Designated
(LD),Determined Eligible(DE),and Surveyed Site(SS)properties employing the NCSHPO website evidenced an
absence of these historic resources within the immediate project area.In addition,historic maps of Cherokee
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 to moderate potential for the documentation of archaeological resources.
Further,topographic,geologic,flood boundary,lidar and NRCS soil survey maps(UrF,UfB)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 SURVEY REQUIRED"form for the Amended Minor YYon porvana,Projects at Qualified n,the 2015 Programmatic Agreement
I of 2
Project Tracking No.:
16-02-0079
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 limits for the SR1411 bridge replacement
project in Cherokee County,North Carolina.Soil data and topographic maps confirm that the APE is highly
disturbed from past and on-going commercial development at this location.In fact,the entire APE is underlain by
urban land complex soils.In such contexts,intact NRHP archaeological sites are unlikely to be present or
preserved.No further consultation is advocated.A finding of"no archaeological survey required"is considered
appropriate.
SUPPORT DOCUMENTATION
See attached: A Map(s) Previous Survey Info ❑Photos ❑Correspondence
Photocopy of County Survey Notes Other:
FINDING BY NCDOT ARCHAEOLOGIST
INO ARCHAEOLOGY
',SURVEY REQUIREO
Otod&ZZ 3//a/Z0/6
NCDOT
•
'No ARCHAEOLOGY SURVEY REQUIRED"fona for the Amended Minor Transportation Prajrels as Oral(fled hr the 2015 Prograarmo0c Agreement
2 of 2
8'.-:
-&
..(,/(‘''': , , ‘‘ i ' _,•\/-, t-,'
In: t , mob
11 - � t
4.74s <-,
eii Lit.),....\ P :'
.-sc..} ift1.---
igil \s. Li . .
\-) 16S—* 1 i 1
u .. ...ice ... , 16 ,1
\\./.*4"Sli° <4.1
)(I, I 2.P
/4, •:-.:11 e‘ , . , . i,,,,„ ...,.., 40 P '„ .,
:: `.k °I $.. i ) fil ,..(,,,, ... „:: .. \,.1, ,. .., , ,
.,... ..N. k• r
No
1(
\ .. N icr, 1 k --------- - . Ikairtteriy( % ,,,
. .,/ 4t"4t.it: * per/VItoip;",-1
ea d ll ./ :%-N,' k ' ' '4"Af 4
N 4 \ , "44-..„-.,..,4(//je--".,
UG t
.C '
off' ` � � 1.-.,--....t f(''''‘' c
(.......). c
Z )1( 2".:-..N„,,,rt
.,.sp . -,\
,. ,,..) .,
.1,,. , .7 4
.\\:- .:\--. • . 1 0,14. "3-.,.- ...0.::j,474
.3,.." i
rz
AVW/1 .- • l \VV.7 n
"14 '' t:. ' 9'' ' 11) . -1:‘---\. N '.
0 N,-N3 •-• -- ,/ '( 4:
_,
/ -')..,)
D-41. *tiss
.0 1 %yr) i ) 111P 7,,,' 4. • - (C--, Ci. - .
u t--;/;'--. ,-1) , ,Acw, .,t,r_ii-,,, - 747,2':--,:,_ •.:%.. , k 1 ' I_ jkr...i....._:•'`,. . )\P.._,
d 3cj f--- .•-• ;.- /-je-Ne . ' ' skika--...S.Wit!Ar:- . '
IILI t ) y/7 . - 1, . ' k ,..,-,:,...-.4-,; . - ,-.1-- 41P1*.' -. - .'- /I/ (cro .--;'-':' 14
III - ' --.‘1.1 0""*...S7 ,4,4i- j .'s7k,< ? ; •kek -..... .".\ .d.-P t
, .., .
_„, !t {-5 l 14 (.44-1, - •.,,,-,- ‘;„..v\, . • • -.
\ ---.), ,),
•c 4,,
,,,. ,.....-
co / o) V \\.,.‘„ g-,.. - • ‘ ,•:. .. ., ,,:- . :* *:: *4
0 .j.j<toiSf15)' ) ' Z'"-" . : . W! \ '%\ . ' 4 ..
It
,t ,.. 1.\ \ ' 5 I.
'• St.r. ) -
% \ ) ti. \ ;::. :
'' r•-,-`2.'p)c...,,,,---) )) ‘ 'It '' • .
1,1- -%? . 0‘. 4 0 It..
".�►^ {J T � r r
r .. } /:1
t ). 041(11 -6_,..) ,,--:• +``� -..."``, /ram., 0\.:• ' v
"r 1, 1• ' f 'I '
AI
•
r'a• . .i
•
• • • f•�r i ` • • f
a i'
f t '
Y 1.
Yi ,• s' D�
lite
.„1 .•
"IN
• • I
r _ a'
• • :, v t
i I. 7. ,
•
1 t O
L.
' c0
•
4- . dr46.6 • tZ .4, ,
•
0
, .
, • . .
,_ ., ,. • • ..
. ,
.. .
.„... ... .:iiii. - . .-....,
' shy 1 1 +.• 4' t
o
I:f w 1 1 1 •I . b 4V .-
........ . %Ad 1 illi . a •od• 1 -IL
t , ..0
•it ill:.. . t * Vit CV
I
f
. ,t• •
% ' . a..)
• a- (CJ
le
` • , • v
it% AL • r•-•
r •
'{
•
I . r a d00
a.
a
CO
Of S'i44.- ••••• 4 1,k,'!, ' 4 • Cr
\I° 4-
1 •
`
\1 I.
ra
i y
r Q
•
::1
•
. lits. 41 _
•
- . - _ - - - - _ - r^# ;- 1. y ram - '-32
,t. ' If . `-. . II!t. Ili
-,-,-,10-t-.--7. - -7----r,...4.1-4-_____:4_,L_ _ _ _A_ 8, , . . . ,
. ,
.?..."
- --- a - , .1 .1' 1 1 ,
i �/
, P AI ' 1 "4:: .k., ti; - .;.,' I
�. j fit:
.
, ... . I( • • -
/ -TT 1 .. r t •` ,;,r,r p MC. 7.-----1.,. �N�� - ”?:
Na it' k. ilik . ...4
I , ... .
/ ,4 t , . 4 ,„, „ , •
t/
f� i . , r � + •
1 oq
+l- ,� • • 1 . ,f i �11 r i
i P - . :4!0;lit t ii,iir • 111.„ . ,
,tiol#1 . . . , . - .• :4-, .."4,LA
••,,- ;et i•141, .11 N. .,, r 1
r �7 ♦ �' llr ' • OftF� III . ; { •+ . `e‘ •
1 1 •
V y �. Y Ft6
Jr •
i • R� t I
f
a
:r�' f E lc.*/ .' Awl • '
1 ` _ '
I14,
• vs Alf
- —
- _ R,•i r-'
1
R •
. cif 1/
. - 10 '•-__ _AI tA . k.
UrF—Udorthents-Urban land complex, 8 to 95 percent slopes
Map Unit Setting _
• National map unit symbol: 2mbhx
• Elevation: 1,280 to 3,610 feet
• Mean annual precipitation: 52 to 68 inches
• Mean annual air temperature: 46 to 57 degrees F
• Frost free period: 116 to 176 days
• Farmland classification: Not prime farmland
Map Unit Composition
• Udorthents and similar soils: 70 percent
• Urban land: 25 percent
• Minor components: 5 percent
• Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Udorthents
Setting
• Down-slope shape: Linear, convex
• Across-slope shape: Convex
• Parent material: Loamy mine spoil or earthy fill derived from metasedimentary rock
Typical profile
• C- 0 to 80 inches: sandy clay loam
Properties and qualities
• Slope: 8 to 95 percent
• Depth to restrictive feature: More than 80 inches
• Natural drainage class: Well drained
• Runoff class: Medium
• Capacity of the most limiting layer to transmit water (Ksat): Very low to very high (0.00 to 19.98 In/hr)
• Depth to water table: More than 80 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available water storage in profile: Moderate (about 8.4 inches)
Interpretive groups
• Land capability classification (irrigated): None specified
• Land capability classification (nonirrigated): 7e
• Hydrologic Soil Group: A
Description of Urban Land
Interpretive groups
• Land capability classification (irrigated): None specified
• Land capability classification (nonirrigated): 8s
Minor Components
Junaluska
• Percent of map unit: 4 percent
• Landform: Mountain slopes, hillslopes
• Landform position (two-dimensional): Backslope
• Landform position (three-dimensional): Mountainflank, side slope
• Down-slope shape: Convex
• Across-slope shape: Linear
Rubble land
• Percent of map unit: 1 percent
Rock outcrop
• Percent of map unit: 0 percent
UfB—Udorthents-Urban land complex, 0 to 5 percent slopes, rarely flooded
Map Unit Setting
• National map unit symbol: 2mbhv
• Elevation: 1,300 to 2,950 feet
• Mean annual precipitation: 50 to 64 inches
• Mean annual air temperature: 46 to 57 degrees F
• Frost free period: 116 to 170 days
• Farmland classification: Not prime farmland
Map Unit Composition
• Udorthents, rarely flooded, and similar soils: 60 percent
• Urban land, rarely flooded: 30 percent
• Minor components: 10 percent
• Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Udorthents, Rarely Flooded
Setting
• Landform: Flood plains
• Landform position (three-dimensional): Mountainbase
• Down-slope shape: Linear, convex
• Across-slope shape: Linear, convex
• Parent material: Loamy and clayey mine spoil or earthy fill derived from metasedimentary rock
Typical profile
• C- 0 to 80 inches: channery loam
Properties and qualities
• Slope: 0 to 5 percent
• Percent of area covered with surface fragments: 0.1 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 (1.98 to 5.95 in/hr)
• Depth to water table: More than 80 inches
• Frequency of flooding: Rare
• Frequency of ponding: None
• Available water storage in profile: Moderate (about 7.8 inches)
Interpretive groups
• Land capability classification (irrigated): None specified
• Land capability classification (nonirrigated): 7e
• Hydrologic Soil Group: A
• ,v -........ , .Z.,/ i ; '‘.....*.; ) \ , Li ;,s,.... ..." ,: .1 .,, tad \•••.,--•! f 4: ,i ,r
?,
Aia:•?L' ., ...1.1 ..,•.,:'.•,.,,..--.......7.>,.. ( ( ...\
' 't ' ,..1 ' c , , "' ").) r.%• \ ';'‘'
3894 .A, 0 0 -) ) F i I) i--.....- r--t. 1-, ,$) . ...4 k, , -.8 VA-) 'Nvo. t .. i, •\.7- ets....\.....,,,,-'7. 1 0, , •
__...,., ......--,-- • i 4--- i -I>, .V.\-/..,.- ) , / iN '--- ,........ . ....r ) ,. . ,,.x...), .. :,. ...:
,„_. . .,,,,,,2:-..... , , „ • •,. .- ......". ....-----
- * , ...rt..,..' --,.,---------...,--------'---,;2,...s...„ .-.., ,„.,.. .. ,..,,-:::_e%'er'' .'•-,, .,
\\ \-c.,......„------..,__..)r,,) , r__,.... ,, ..--\ - • ,_...
I' 1\) s*"."° ,.....•-.. . ....../....--11%. ‘‘....,... O. \ ,C1 i kJ yi•_. f'. \-....-..**/ Ns. .
r: . . .1..... 4.
0-"Is tessa...../..'\...-'-'- \''''-'......".."\, '*‘,.........-....r•-+.,rs" - '''' .----...,.."-.4•-....-•••••.s',..,
Lss".1 ••••.„‘.. •-•.__,,,,,...........,'"f'...s1%.•\s,..,s'. ..::-4'".,.._-..s\ ..\\ s' t'''r:44-i:f ,,tk_ 1 i .ss"N.. ,^....e*"*••-•-•,..s,s•-•."-.7.7...."\:'Ns --••••••••••••-: ...N.'''.\ \
•-••,- ...
. .,,
21 i....--_,,,..„,„,._ __'''-.--- / Cs it '..\\,\ .• -,- II/1`• //- (7, .--%4,1":„.'2 1 ,. !,c - ..42131,,, y,
....
t... ,,
. .4.
).;....dr,r6.....:nif 1;• ••••r+-•:.....•''''.....2:4 )Noe !..;,F.' ,,.•' ) : ...".. 1 t\1• l) 1., . t3, ,--),---- --'` ..: ;:----;;.----:',":„_..,."-%.------). \‘')
i s,..,,1/4•41 '.." n------1":„
'
s
1> I. `-iVrie---- I ir Plt.,,,5 - _.:••• . . \'' r---
„
-....• , , ri1/4,s1 I
-i / U,,, .:r---' 2 ,\ ___ fj _
ii It \ j fri,..._...../k_ -1. (. =,;\ ... 1 .---•
. ; t--- • ."`•.
Li .:, 1 • --, , ,„.., 64' .1 j • 1 li (..--. '--. i %
, f,.. Ail N--f
`'........ %j
144) .-t k 1 e tiLl, ..,\ .i ,t,
- r -i-- .... „ olo .,..,,,, ,,,,,-1H) i k j k**.\\ .:,\\IN..C . \ . k i 1.."-.7.,. 114, ‘......I i ° \ ' I t • I '.. *'-`\
4 ti.
/1/7 ., ---......„.• A c...----\ , i
\ ..
..) ' ' 042 -
/ 1
) 1 \.•It
,,./ ' 1•.,......"V ,-.t'-.*'"" l'.,
C * -• -••••, 41,1.,. • i '''......0
if"'"S.
-....*,.." „,1-',..?,.........2. 'N 1 i•-‘,.. i. --1 .,,f, .A if r .
•
-..., r, i,-. \ V • `, ; m• f"\--) / -
I ) r-r--..": ...) AP"....mmr• t. C-4;%) ° .,3 1 1.' t ) \ it'', is ,,'
1.1 .. ./((.,-..-2 1 i • A.
i / 1 . _,,\ ', c .._..-isA-7,13-c,' .•...... .
_4... ....-'1 ; c-....
...•
,:.1Z 93 _.•.„---, i
) 1 -5----) 1-,.." • ' (C,,,,__.."--- i i \-,\--..\----\a-, ' l ,.yi All
. / j. )
C / r"-••• 1....•'s
r.,. ....:- . ik•-----'"--- 1 .. , \:' '_•_ .7' 1- fA' •r-iLik.--- :. NT- c.:9,,-.--.-4°- . ..
••• -4 -",......4 \,.,,,........./, ''''.---5;* '\ / I.. \\s, k•-, N '
I Li)
1 '
\-/i P.-. ,-.....---!, s-- ° -
r:-..--, , .-----,..:,,,,
\t,..1. ! / i '"?
S.
\ pr. .,::`,.. i ..- -, • Id-
- .-oe\') 3 -:: --')/ -- 1 I et/ i
....,. i ......._,........ 233...,\ .,.....N. , , ) ", ,.( „.._.,i ir„../\ / 1%,,
---:',..-4....,, \,.....:.,-/fir)/ib. • . . - --, - -
1 . ,. . ....1 •--_,,,,.....,,--\
Ali 4,1(.."'", ....,-... \ `• A
- t.... -.. ..4-
4 •ts . 4
,'
sm...
ER 1
,d s ..ER 15-0,1,33 ' ,../,..-.. 1, \ \2174) . .,/ ,,,' . . t\,..\,..--;--,, /..i-.7. ....? i. -..,...... ''---:----„,\ -\ ....,1,/,d,
1•'' 15-0033? ' .7,3"---1 / \\•,,,,,..;.),. ---:-.-..., /
0 1 * .
(----f...., ...,-\\
" .•' 1
• ••grie 03 I, .-7 C.1 - I
/ .. ''. i /1 _ .„e'• ,-.).) r Marlire\,..%• , (2 '%--4.) \,_ \: -Nt-s\,.....,/,,,,), 7.. ,. ok 1420 i .
r s..... ...0 0
• .McDaniel Bald
'""
ER 1 ". 00 ‘ 6- fr4 1 /---:.--1-r-)) ril 4`,.. _-..**".`'•• \\--N /7'1 . \----'-‘) . '''''' alb-7 n' ',. •
3. 575)'• ,...---",,,.; ) , .,,,,---)15\\4; ,„,.... ,,' •,1170 .040. .IL...
f I .111.1 e. - ii ."- C A 0-1"s'" . ' •O' 'ER 1 ,1 , 00 t: .-/ ".%' ‘1"------) C.-- ---.1., ... " i 7- ---,- so..., 1 .71• 1..1 .
`-'-',-,...----\ '- ...if--1 ; ;-) •) 1 --," - t---",--/ 1---\:'"--, -4---..-1° I ,. ., ( ' .
ER 1054033 :IV) ct-• ..„63'.= 1 ' \J./ ...0', 06,1---1 .., li s----- 1 ‘, . -,"-•
.,,,,f•X‘,. '"--- i',' , , k
* .1. i t
...,- . , ••...
...... ''' \ 4' • :,--- i
fz..„5 •‘-`113- j .'''. :4.) // N ./,''. *, , . , ..----,
• 0 ,, .- ,
.....)
. •, , '7 -..... .,..
• . -1 ....-).t.; X ,
3899
... I .. ,,. ) .:. \.....„, .....1 (........L.,.• -.1i 1,. A.......-...-1
' -'''' " • - i '
i J,-; Li •----• `• '4,,,,,,`,..•.: ' ;14:4* .• '••- )3 1
..., ' ' •'".;';' ' ,ic/1 4.-- --, A_ N
i1 ' :•-'1‘, r,..,,l''.t.'i:::.2.--7:-"e ..1::-...\.... )1!.f. '...kv:.<:' - ) %.,‘,... ).`1‘•:;-_-re--2'...:,.-•r•t' 4-4**---,....:•'f'; :.,,,e0 0 atio,14,-e_ (-1 I. '''...-..""••. Y,,,, :
.' .. \ C FROKTt'-'• . -' 11•% '' '' \* C; -04:4,. .. . i 't)A&" . r:la4 .. /1.41;11SIS `-, \***-.4
I i ' N.\ss,..". i *':_„:".**' J. '-'. c-,..;--,, ii\t:-..-_, ..---1 "; . ''' ''Asss. , ' • ,,:' - :: -,/,'";hti Ite-\1 ;. .A.1730 -A.1./
I, _,... '.-2:S7-• \.,,,,.."....1.;.;:,:nli r,..„.., \ \-i '...t.. ..._._.,. ./. .....,.>,,----,. ' -'.,„; '. .
1 . - .A.) ' 1 ....... 11 4 \ a /-...."•'.- /. ''''' 11(( '",,. ; .4.'1, '
, ; • 4'.„ c•6,:•11 **1. , .. „,..-..., .. ,,. .,,,-.._ p, * .,
1 ' .- \N '••••.) 5, '..1, l'..•-•' 4 ') ',A," " ,,- !..--
-. ......."1--.. N. '!..N„1- .. ••,.. r- ,. ...‘ i - '., .' , i t • ..ry.r.• "' . % -,....,,...". /
•
177.:.-.7:..' ' 1 ',..:,-._\:1..._ \ . ...1.-**.°1 :1-r. : :-/' ,, ....1-:- -.. '...'..4: 411/:_.1:. :-.: ik....,,....\-,..... .,.."‘!:: ./.-......".. .:11114.1:111-12: 7....,.."„...„ _,....j''.,_i_...,,l: :,..--......,,,j7-''N
1 ' i ,,-..11 A:i '.-:'-- • . '1 - • .'1
, - . ‘ " • T,-....,,\ 1, 161,1,4..1,, Jr" e . . ‘t .. „e •
54().00 j \ :‘. ....t. ‘') . ‘ ‘''' j -fel,e,,,
.7.0„,4r("e
1.
" r"'"""•••=•••-•.... 1,...1 ..1
FEET ' \ ? .is\ ...,..,.. .,. .
,.‘. \\.......,. -\,.,:.-...., .., ri4 ‘":„", ,,.) !.r. 1 . 0 I--IP'. "".-.' '
, . . .. ‘ k
• • i -"'", >-1,. I.
. , ;
! ti•'' :* • .6' 4'-'"
,i-s\.) ...) V`'.1 '•k , t••,. .... " .„., ,, ,,. • ,.: " 1 Jic,. 10it.
• ;
K (1.:;;•3(.) /4 -- ,A--2. -'''...1_ dg-.".- i.- .,e...'-'. '
r • „ , .-•
irrir . ' '.."-•••••-:.
‘46:41-1j. } 61' :o..,-;.. C-..‘6P'er t\ C 'it . ' ' -* .*'"-* • 4 \ *\ '' i":111' - '' 0 a-(.. txs '-'-`''-'e\- - 7(
i ) ,....
,../ .es, •-•* 's 1 % • ..„„ .. •-•'' ".....:---..--_,=:0%-".....::::,:'40(
;
...., l'''' • ,••`...1 ." .• „' ,...• ,..." • •. ) ‘I. . ,... . • • /,.....„-- -... -
..-----, . ._.....--,
...., ,_,-..,..„ , . ••• , ..,-.•,--,f -' ,..) .,.\„ °., -.;.e -:-., -7 - '
.1,--- :.---'.0 • 7 , .,--- I ....- .,:•,•-•"' '-,--- 6-z--ri ‘1,;e,;-.i•• . l‘ •
. ,4,;--• ..a.;.• . / .-. , (-. 1 / , .-"."....:_ '",_,,—,-! ' r ' ' . .. ' A.— c .. : . ji . IA 1 ..-.*''''•-• . '
, , • ' i •ti '41 .4 . .-, - --i-e----t- /2•1 .',„----..,...---:--rab---*--, •:•.4:14. 'I, -,....,
.____. 4.. - ,,..-----.. : 47,-,,,,......., -'• ''‘,..t.k.. -----1 't. -,,
3891 11 --'..-1' ,; '. / , ' ' )1 e' .,,,,Isw i ..d ,......,--,-,•-r- -,--czoLo.,„-Stri9.§,,,,V4zr, ' ,----- ---\ `---,,,, 1"-, . r:-
.
. , . , _ ., :, . . ., ., i. :L • i ,- ,:.. ,...., dee ;Jr:. • --, cr .. .- .. '',.. ,
---
f : •-•„.k, *1,,,.too.'.,*
,r,,f . ,,irli.,1.1.1, /),,,,. 3 m i
„...- ..84 j 00' 228 it 510,000 FEET
,._ .
c....., ) atiblished by the Geological Survey
..,
,ontroi by USCei.G...3, USGS, and TVA
Ackew \\
.c oPography by USGS by photogrammetric me!1.10.4,s.,,,‘. •
iviap field elleckeri by TVA, ...1 '138
r.) -,0 r; --- . - Peachtree
Murphy
i...ti,lf:‘.. ilun. 1927 Ncrth ArnerIcail datum
10,000 foot prid bpt-,- -j - • \I " .- ' I
0 ......3 ( on 1 , - • : ' 1 k... .. 1
ret;tarigulat cooefilnate: system
- 1—
WOO meter tin:-vcArsal Tr?r2sverse Mercator (,::-•rjr.i tic ,
-7--;--------_,....-
------,......
-.7' ''' ctr. 1 7
0E92 • s'sh...2...Airi ill- hiti.4. .
f - • ' ' .. . . . .1
. . 2
(-pan
„Z '.
1
tt-
�\
\Al
G. 0( }•oi�'.\1 net Bar ntl K
ti} Ui
4 a)
•
, ,I o.
::.' Q
tL 4, L
Q
.... I.,'
C
1_ 10
_ tit IQ
l.- Ih
`ice Ill J- Il.l aU
II L.
C I,
I I'J Ill Ill {.,
r_ I I 1\ U
A, - Ill r_I _Cj
of V' , >`
Ifj VI
4-0
��' 4 i 1 '1li1. v rn
ICI,I �' U
/J kV :1`55 ,1 Q
',/ 61, 'l` cn
\46, 11,
S el 4 t„
!P CU
ell IL h a)
'
, 6'01..)c u m d c.1��l C
'a
5S(‘ ea
k 1 , 0`./ U w
\ '`� LIU •,� I
\ 11W 1,
WlC21 S � Y )paQ
CO' li, o
_ o
a
I lII W t
1a)
.- I I
lS. l - 4-
i, Q
11 1I._
- _- - .471
_ 1 1 il l y
T \ •
`V
1 .�
` ill, �cj+ .. 0
Y. ` .
sy o 'N.S _ a)
c- / tel I
H W A, 'n h o
' 614,ek 4,1 C
Ql 1 '
�? 0
1E 1-
n g. U
. . „.„ V/: a .
1- •
. III, W� < CO^
9 Jr,
(] 9L 0@ /J'AI,W9s E
40 A
n n
e
a)
c301 IL m
� ' c a) u O
--au11, a W aJ CO d
• di W , c hJ I
-3qn(1)(7,tJ h OA11111s\-4 i
qv
) 'i
'�fiL -��yllll .�'ii �kC)' "stil.(,!: It s NI- UA
a r- a g'}u
�.n �h '�
•; ,C` to a)
, $,� g ni
0
fa `Id`, U W cy 61.� N w ,Ii' 1r, _g 1 Est5i-1 d,
0