02-06 North American Emerald Mine Maps Pt. 1

SHEET INDEX
CO - COVER SHEET
CI - EXISTING SITE PLAN
C2 - SLIDE GATE - GENERAL ARRANGEMENT
C3 - SLIDE GATE LAYOUT
C4 - TRASH RACK
C5 - ACCESS STAIRS AND PLATFORM
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
CS
& r SECTION
OWNER
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
1720 MAIL SERVICE CENTER
RALEIGH, NC 27699-1720
919-733-3155
DIVISION OF ENGINEERING SERVICES
1720 MAIL SERVICE CENTER
RALEIGH, NC 27699-1720
PHONE: [phone]
FAX: [phone]
RIM LAKE DAM - SLIDE CRATE REPLACEMENT
SCO # 131110,201
7489 RAEFORD ROAD
FAYETTEVILLE, NC 28304
CUMBE-012
CUMBERLAND COUNTY, NC
CAPE FEAR RIVER BASIN
DESIGN DEVELOPMENT DRAWINGS
RIM LAKE
7489 RAEFORD ROAD
FAYETTEVILLE, NC 28304
COVER SHEET
VICINITY MAP
CONSULTING, PA
7332 Cotesworth Drive
Wilmington, NC 28405
[phone]
License Number C-2525
PLANNING - EN 1NEERING - PROJECT MANAGEMENT
N TS
SHEET
K11
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JOB NO.
004-028

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GEO TECHNI CA L EN G I NEE R:
3200 Wellington Court, Suite 108
Raleigh, North Carolina 27615
919.954.1514 (OFFICE)
919.954.1428 (FAX)
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SEVEN LAKES WEST
WEST END, NC - MOOR COUNTY
OWNER:
SEVEN LAKES LANDOWNERS ASSOCIATION, INC.
C E I '- f
JUN 012018
LAND QUAUT'i' SECTION
t A.'vi S FE"II'Y
5314 SEVEN LAKES WEST SHEET INDEX
WEST END, NC 27376
910.673.5314 (OFFICE)i . c!
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910.673.2707 (FAX) C1.1 LEGEND ABBREVIATIONS AND NOTES
c s
E ) "STING SITE PLAN
C2.1 LAYOUT011F CONSTRUCTION BASELINES
CONTACT.'
C2.2 EXISTING CREST ELEVATIONS
MR. BOB VAN HOUTENC2.3 DEMOLITION PLAN
DIRECTOR, LAKE & DAM COMMITTEE
SEVEN LAKES WEST LANDOWNERS ASSOCIATION
C3.1 PROPOSED SURFACE PLAN
910-315-6383 (CELL) C3.2 EROSION CONTROL DETAILS
STATE DAM ID. -
SIZE OF DAM:
HAZARD CLASSIFICATION:
MOORE-1
LARGE
HIGH
T2 C0NTECH Alk RM:0 R TEC D E T A I L S
CT3 CONITE C H APF 14TEC D E T A I L S
CT4 C NTEC AR � C DETAILS
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DATE: MAY 2018
DESIGNED: JTG
DRAWN: DNH
JOB No: 12-055-12-1
SHEET: ci
OF: 14

BATCH
MATCH
MATCH Ll
MATCH Llt
THE MINE
PLAT BOOKRIST 5, PAGE 179
TOPIC FOR NORTH AMERICAN EMERALD MINES) INC.
(A PART OF)
SHARPES TOWNSHIP, ALEXANDER COUNTY, N.C.
TAX MAP CODE H-7A SCALE 1` 50'
REFERENCE DEED BOOK 369, PAGE 61 1 a 111OAKONER
uj
NORTHEAST
DATE: 6-5- 1999 LOT BOOK
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FIEIPLAT
a) 79
THIS PLAT WAS PREPARED WITHOUT THE
BENEFIT OF A TITLE REPORT, WHICH MAY
LEGEND
REVEAL ADDITIONAL CONVEYANCES,
EXISTING IRON (TYPE NOTED) .................... 0
d EASEMENTS, RIGHT-OF-WAYS, OR
NEW IRON SET (TYPE NOTED) .....................0
BUILDING RESTRICTION LINES NOT SHOWN. I
EXISTING OR NEW NAILS IN ROADS (TYPE NOTED) ... III
ALL AJOIF41NG O.,4ERS WERE TAKEN FROM CURRENT
i
CALCULATED POINT ........................ ♦......
TAX RECC.iOS.
0
50 0 50 100 150
I
BRUSHY MOUNTAIN SURVEYING
GRAPHIC SCALE FEET =
0
~ P.O. BOX 1141
JEWELL DUNCAN < cC
NORTH WILKESBORO, N.C.
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23/412 —10
w [phone]
a: 14.02 ACRES
0 TOTAL OF SHEETS ( I) and (2)
MY COORDINATE COMPUTATION) EsM(RALDA EXPLORATION INTERNATIONAL, INC.
386/1485
CON 10 V4 LOT 4
4".24
-jo ......... ....... .... ...... .. ... .. . ................................. ..... ... . ........
'96
...... ....... F,. CARROLL \NILLIAMS, V,z
... .......... ................... .......... ...... ..... ... . .... .........
§� . ............. :�!� '.
.......... " 0 . ......... ... ........ .. ......... CEMTEV S-T
............ ........
-f �4.0 2 J<O;t
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...... ....
....... ... ....... ......
Os
. . . ..... %WTW OWY. NOT TO SCALE
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........... ......
............ ............. �:'6----' . �':: ............ .... ::-6.:::::::::::: .... 6- .......
�He. . . ... ........ ..... .......... .... ... ...... ........... 66"::::: ; .. . .40 .................
.. ............ ... .... 477.1 6
$IL-r IaAsItA ao. z is 3w ol
5' Zlr-r-p , 3S' V41t)F- I-Ovir, ....... ......... ... 30 "1
CENTER OF 60' RIGHT-OF-WAY
ROQ,K %P%'LLVlAj BASIN ')o. 1
E It P , Z 5 ' \NIO6 LOV44 I JOHN W. CHURCH, DO HEREBY CERITfY THAT THIS MAP WAS DRAWN FROM
ROCK SPILLWA( AN ACTUAL FIELD SURVEY DONE BY ME AND REFLECTS ALL OR PART OF
BETTY WOOTEN THE TRACT OF LAND DESCRIBED IN DEE@ BOOK -3-Lia-, PAGE.�g -Ll s z SITE
385/ 1736 THAT ALL LINES THAT WERE NOT SURVEYED ARE CLEARLY MARKED AS SUCH
SHEET 1 0 2 AND THAT THE ERROR OF CLOSURE is 1; JQQSLA+ 'WITNESS BY
HAND AND MY SEAL THIS DAY OF 1999

THE RIST MINE
PLAT BOOK 5, PAGE
(A PART OF)
LEGEND
EXISTING IRON (TYPE NOTED)....................0
NEW IRON SET (TYPE NOTED)....... ...0
EXISTING OR NEW NAILS IN ROADS (TYPE NOTED)... II
CALCULATEDPOINT ...............................
MATCH LINE 50 0 50 100 150
MATCH LINE GRAPHIC SCALE - FEET
JEWELL DUNCAN
23/412
MATCH LINE I SILT Li A SI I,L I(o. Z
5' QE.EP , 36' W10F , 55LONG
Ro61G SPILLWIA-� = IV wlos.
MATCH LINE "SHEET
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)R NORTH AMERICAN EMERALD MINES,
3HARPES TOWNSHIP, ALEXANDER COUNTY, N.C.
TAX MAP CODE H-7A SCALE 1"= 50'
REFERENCE DEED BOOK 369, PAGE 611
DATE: 6-5- 1999
THIS PLAT WAS PREPARED WITHOUT THE
BENEFIT OF A TITLE REPORT, WHICH MAY
REVEAL ADDITIONAL CONVEYANCES,
EASEMENTS, RIGHT-OF-WAYS, OR
BUILDING RESTRICTION LINES NOT SHOWN.
ALL AJOINING O,.IIERS WERE TAKEN FROM CURRENT
TAX RECORDS.
I�RUSITY MOUNTAIN SURVEYING
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0
a 14.02 ACRES
TOTAL OF SHEETS ( 1 )
(BY COORDINATE COMPUTATION)
(jUCFSP, L1NL 15
CENTER OF 60' RIGHT-OF-WAY
�CHEEP, 25'yVIDE,�8LON4
ROCk. SPILLWAY( = 1Z'WIDE
BETTY WOOTEN
385i 17136
P.O. BOX 1141
NORTH WILKESBORO, N.0
[phone]
ESMERALDA EXPLORATION INTERNATIONAL, INC.
386/1485
LOT 4
I, JOHN W. CHURCH, DO HEREBY CERITFY THAT THIS MAP WAS DRAWN FROM
AN ACTUAL FIELD SURVEY DONE BY MF AND REFLECTS ALL OR PART OF
THE TRACT OF LAND DESCRIBED IN DEED BOOK -3LEa-, PAGE-(S-t�
THAT ALL LINES THAT WERE NOT SURvEYED ARE CLEARLY MARKED AS SUCH
AND THAT THE ERROR OF CLOSURE IS 1: 449hi - WITNESS BY My /I
HAND AND MY SEAL THIS _� DAY OF _Y11Yc_, 1999
p�L(/.—
4�
54
,
MARKED OAK
( NORTHEAST CORNER
LOT 4, PLAT BOOK ,
5, PAGE 179 ,
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PROTE.C,` TkE EX:S"NG
51D - DIYCK ,
`TEMPORPP..-( OIVERSIO(1 bt-fCk
TEMPORARY CONSTRUCTION ENTRANCE
IN1TN IS"CMp Cf0ss AMAIN PIPE
SULPHUR SPRINGS PROPERTIES LLC
369/611
�ROSIOIJ AND Q-1UMENTA�IOtJ
CONTROL PLAN
ALEYatinE_t� counlTY
PREPARV-b M-(
R•CARROl.L WILLIAMS,F.E
4840 tA. CEWTEV ST
HICKORi , W.C. Z%4-0\
TEi 82c6-32�-4Lo9-I
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1000 Feet
a

COMPOSITE MAP FOR:
s
CARL D. BUNTON & ASSOCIATES
LAND SURVEYING SERVICES, P.A.
SUITES 5-8 HEAFNER OFFICE COMPLEX
202 MAIN AVENUE DRIVE, S.W.
P.O. BOX 338, TAYLORSVILLE, N.C. 28681
OFFICE: 1-828-635-0333 FAX: [phone]
CARL D. BUNTON, PROFESSIONAL LAND SURVEYOR, PLS-3032
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LEGEND
EXISTING IRON ROD - EIR -
EXISTING IRON PIPE - LIP -
NEW 5/6" REBAR SET -NIR- O
R.R. SPIKE -
DOSTINC STONE CORNER - A
CONCRETE: MONUMENT -El
x P.K. NAIL - ($)
CALCULATED POINT - +
PLAT LINES -
\4
ERR 5/8" REBARS 5•48' I I "E EXISTING 4" % 3" CONCRETE MONUMENT
S 85. 74 50,,E
REBAR
LOURS;:_ BEARING DISTANCE
L-1 ,i 56°25'08"W 109.91'
L-2 %I 45.29'47"W 51.63'
L-3 It 36.07'38"W 51.12' r / ..LLLIII i N
L-4 F126°13.49"W 40.26' ,., �. 5.016 ACRES tl,l
L-5 FI 15.15'41"W 56.16• " ' •o
L-6 1115.15'41"W 13,85'
L-7 -'LOr 1'30"W 106.64'
L-8 107"'27"W 102.59'
L-9 N 22°30'19"W 53.16'
L-10 47.0717"W 52.50'
L-11 5V52'53"W 103.82'
L-12 58.17 48"W 8.
L-1J 30063'48"W 36.65,
98,
L-14 - 4
S6°OS'J8"W 36.98'
L-15 75.08'52"W 86,91• iv
L-16 00°10'22"W 15,69' 486.16'
L-18 390321 O"W 6,45' ''/� �B3 29' F
L-19 10'19'22"W 211.80'
L-20 $ 04.49.12"W 113.75'
L-21 'i16°24'45"W 82.93'
L-22 :i 39650.18"W 64.33'
L-23 3 22.45'18"W 71.34' okk1c .0 ACRES
L-24 ".: DD007'22"W 97.00' o F L
L-25 '.. 16.13'56"W 90.95'
L-26 S 61.02'15"W 91.96•
L-27 N 87.49'23"W 477.15' _ _ ! `�
L-28 N 53.24'41 "W 54.16' - - - - _ _ r- v
L-29 N 72.29'31 "W 64.06' T _ _ _. 24' ()Ax I ♦Ik \
L-30 N 62.17'39"W 77.96'
L-31 N 72058'58"W 179.14'
L-32 Y 80.40'03"W 103.48' r l� EIR lI' REeAR \
L-33 S 86°58'56"W 48.83'
L-34 6 67'04'50"W 15.70•
Sy{EET. 3 I
, 4
�„ S ,03,.E :• REBAR _.� I 1 1
107.93' -. 1.
4 ! � 1� G MAR 15 2. yf11 I I . n` ski' 0 C \`
14.321 ACRES / ti , VIP 1
NOTE: DASHED PROPERTY LINE ARE T F?F FROM PLAT 5/179 NOT FROM ACTUAL FEILD SURVEY
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4 iAI%jV ZF-kA90%klV i 71`11L: .. t: ,.ti�!� ..1 vc. ;. 's C'F,.
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65.092 ACRES
HUTL. L6k!Wl O PROPERTY UNL ARt IAKLN FROM PLAI; 5/1/I NOT FROM ACUAL FEIU) SURVEY.
"NORTH AMERICAN EMERALD MINES"
SHARPES TOWNSHIP,
/ALEXANDER COUNTY, N.C.
DATE: 8/31 /01 SCALE: 1 " = 150'
TAX MAP CODE: H-7-A, BLOCK 1, PARCEL #2B
REFERENCE DEED: BOOK 369 PAGE 611
DRAWN BY: DEREK R. BUNTON
JOB #08010230
FILE NAMES: "NAEMTOPO" do "NAEMTOP3"
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LOCATION MAP (NO SCALE)
S P E C I A L N 0 T 6 S
1 NOTE ALL AREAS SHOWN HEREON WERE DETERMINED BY COORDINATE COMPUTATION.
NOTE: PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS -OF -WAY,
COVENANTS, RESTRICTIONS. AND CONDITIONS OF RECORD AFFECTING SAID PREMISES.
NOTE. THIS PUT IS THE RESULT OF AN ACTUAL FIELD SURVEY MADE BY CARL D. BUNTON,
PLS-3032 AND REFLECTS GROUND EVIDENCE FOUND AT THE TIME OF SAID SURVEY.
NOTE; THIS PUT WAS PREPARED FOR THE EXCUJSNE USE OF THE PARTY(G)
NAMED HEREON. CERTIFICATES DO NOT DaDD TO ANY UNNAMED PERSONS) WITHOUT AN
EXPRESS RECERTIFICATION BY THE SURVEYOR K404 SAID PERSON(S).
NOTEDASHED PROPERTY LINE ARE TAKEN FROM PLAT: 5/179 NOT FROM ACTUAL
FEILD SURVEY.
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L:iaau4:iines tirtitd»rX uas! S1iat!llaing. PARTIAL BOUNDARY AND TOPOGRAPHICAL SURVEY FOR:
eCARL D. BUNTON & ASSOCIATES !' un3 rea Acj %,, :.nanr.xTnm!hda.asi•.tmlaMvriCtio•ntwfi15woPnkLiilt do il>�Lf: to P ia'a $ ar , Lc srosi t:
any pborse ol"Filklonli, be Plantedaz "NORTH AMERICAN EMERALD MINES"
LAND SURVEYING SERVICES 1,t W Alnever a laced disturbiq InOvity is andettW . on a tsar! t � rncaethan £gar
.1.,...:. „ r..+,,,..1ne cinsiphimacre is lartativard, a Food tasver suff5cultat 3n restrain c"Sion nanat !w iitantel la' od aaw'ise.
SUITES 5-8 HEAFNER OFFICE COMPLEX ixc'rdee. niahir. worlizingblA on Lhat iicntiam of tilt; tract upon wtriett ann fin+lter Activeconigratti n is being tutdollakcn
SHARKS TOWNSHIP,
202 MAIN AVENUE DRIVE, S.W. Scedtled,pf"Wati(mandSSAina
P.O. Box 33$ TAYLORSVILLE N.C. 2$681 TTteareata 1exulyd Sffitlherliapettoadepot afetleasfo ALEXANDER COUNTY, NORTH CAROLINA
r . _ t.ime alki tertilt.i r shall be .linseed tanfirrmly and mixod diurautilily with the moil; at die raze el Nt) lbs. of lirtse :ant ?t,) Ihs.
OFFICE: 1-828-635-0333 FAX: [phone] LI o! the nee '``nrsl'
Suet au > ,1121 ,ezd t. sltul! tx' fUtis!aed sntaLttf:. atnt tintfamU-
CARL D. BUNTON, PROFESSIONAL LAND SURVEYOR, PLS-3032 9at!a �t!s+ DATE: 7/O6/00 F.B. T-97 PAGES b & . SCALE: 13 = 60'
h,%- I Mar 1, 3, tills of !air !tescK a and 0.5 Nos. of rve grain lac: H4.4) S' TAX MAP CODE: H-7—� BLOCK 1, PARCEL �28
hldar = - Ap. 15. :1;5 Ills, tall tisx.va par WON SIF, REFERENCE DEED: BOOK 369 PAGE 611
4pr. 15 , kpt ! t tb3 tali iiescpe sad I lib, nlitlel lace ILlatt3 Sl . REFERENCE PLAT: BOOK 5 PAGE 181
5cliD I - Nov 1, t.3 th i tau fescue , er 1009 :a1 .
Maalrh with straw at the rat. of J5 Ills, Par ttKN! S1 And a r*m staaw with acpliaft emrulie ai tackin the rate (ti ll) g:ls Per REVISED $/09/2000 TO SHOW PROPERTY DIVISIONS
I(X)9:SF- DRAWN BY: DEREK R. BUNTON
H x e lity , wft LVprovod ravoures, may be used nt lieu of Ow above
J08 #160-00T
FILE NAMES:"NAEMTOPO" & "NAEMTOP2"
ORIENTED TO PLAT: BOOK 5 PAGE 181 raaimc3yata:c'1'SaLa SULPHUR SPRINGS PROPERTIES LLC
L LJ I All ciarm nt rud sedin at evNurof Practices Ivill be chher:}.tkl to stability anal (g:rration follimusli!. every 369/61 1 ..
aiinalt bon tat ace,:ax fL'cs T;taU sole+: ¢vor;'yvicek. bop itaedaxl rcpaita: nit) Iv matte' itnKKA16 ty ittmrintailt all ptatdifx, as ,
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re cleated or replanett when': the sec4utaalt pate! tin longer dt"Itz pngxrly. V Ctti 1 � Fi�� t� 1 C rat+ t t� E t `t1
l� d Nudiinwstt will be r34Ln •.4xS from the scdanLwtlt trrpt attci block, nal grltvd tatet pratectton dmvwa wftui taca8e eaapavity has r r n } a m 7
has appcnxbU y 51d°+< dii4W. lit oust avilt. toe cteanLNt ut rt altrced wfa.3t boa: 3cdiUMUl pu 11140 1btgy s dtliitt� pr011Att : t1.l.o �'� tY11 l.'..
4. 'Sedtttims evill be wet a vrd rem beAW ffne ;,shim -nit tease Mien it helIonena About 0 5 A deep at der fence T1w: sed naent
taaca *W be mired as nooc as;uY liati*a(am a barrier
AIS st'rdeff atea:i wI!! tin tarSi3rh`d;. ae5aedled as ratire:csats, aatd mv!i`liet7 ael:udiarg Lo spef:ifisatima` sn the •:e'Au4aiiva ptml y rAT E : A" °?i0i�'4d
EDGE OF WOODED AR •u S 04°14'O6"E'+ to maintain a •aigurotw a1civs'cg<In1in*e LT,ver. 755.09'
PREPARED p:'
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14840 NORTH CENTER STREET r-AR01 c
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L-22 S 45`29'47"E 57-.63,
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W i
.. ,i•. *,<��. Tr{ASi4 4J1£Y, --•� „L - _
\+ f ESMERALDA EXPLORATK3N INL
`o,1n,a�P <Naat.-.— er t,3<c aa,M Fi xec6s caPa6T,r-e 386/1758 Q
C 5<Cltttwt _ j/',,rEa^���ji /ogG-_/PL`RFet'AA'fi TNR Ler1E0. Nalr 10 iC a 1 1005 _ O ✓�j
60 0 60 120 180 — Ae - 4 SI f ftTwE:
�T�[� -- 'dL-5 s`oµt.� '. ma•tc,oc vhutr{
-. „---L._.._ . __.. � I<v � f.LEVAT!UDI � 9<ln e.
(b,Nv iN .< 30''^ cMR _..__-. _ Y� ''-r i
¢� SIDE OF aNTWT'F
GRAPIIIC SCALE - FEET '�°`-` SULPHUR PROPERTIES a
T---- � HU SPRINGS PRO !LC
369/611
3 CAa<Yff<"(Ya<S .1 NNGP,6ta ANC14aq Al 1, + t r T� , ,
aNraatim ab wLCeMCJ,�S nAl aklt{1F(AMT{- Sl<P-1 l `U•—tef0 + �`-
CnLLA7 (GCAKO 3{1EN"r3•`( fttSt! PA1p41C"' c
4flNtaRL NgYE5 • D, *9Sf2e Awt of C/L PNAA ` IPAk, 7meX
1. Atl CVT AND rill SOP[s 5l+An teat 1 m<, Pa A'(Stq - _ - - -•� r
\ A C
2. Atli FHisANallklnjS Aqb lK6EMiRGeT?SC`j S4t;i YdA'{it�lA R6 SiE0Eu tWAitlMTCU( ��--__.._. 1T��.� ACRE1✓
i}Pori G6MP-<'(ioN EW 7%8" PIPE �.
3 AYca l 6AIM SwabLE t Istmet"s Iai GtiyXt,aN ellwasc wt e. -- =� SITE #1 — EXISTING MINING OPERATION
in 4 a6o MEAT tM %1 91 Nitta
A3111iit ltNtICIA A.31tA1-L 4 C".�(Oysb '
- ANO Df.P°Sn;£i• tx a SVV'(A04E A0.EA ANO itY PM�4u 0.R,-S±IrY WLLt µe'i l0.aDE. r\--�
I,CARL D. BUNTON, PLS-3032, certify that this plat was
drawn under my supervision from 3n actual survey mode under
my supervision, that the boundaries not surveyed are clearly
indicated as drown, that the ratio of precision as calculated
is 1/10,000+, that this plot was prepared in accordance with
the "Standards Of Practice For Land Surveying in North
Carolina" Witness my original signature, registration number,
and seal this 20TH day of JULY, 2000.
PLS — 3032
Frofes :w_nai land Surveyor Registration Number
1Li 6ASIN W4lK RISVRr -- (PL -3PILLWAY
Nff SGAc�C.
_____.�.SctilF.AOLE, t=OR 5t1.'f @psSt15 Y1Cfti gf3pR
KAt9APPit i'1Pk�PISre Pt&a, 10.J Ctsj yCMV RS6 iiA NA
tole --� - 9 ? U t
OR 5/8" REBAR
If NOTE-, ALL AREAS SFrC',AN FtML1N MFHE OFTL%MNE09Y E,Cr:,kDlr.a�Tt CoxPU;k?n;n.
NOTE: f'RUPf RFY IS SUBJECT TO ANY AN0 ALL EASEMENTS, WGFIY;;-L,r-y1A,Y,
COVENANTS, RESTRICTIONS, ONO Ci7!10TONS Of' RECORD AFFUCiI1G SAIn F'r?F.SL1S
Noi THIS MAT IS THE RESOLT OF AN ACTUAL FIELD SURVEY MACE a3Y i.ARl. v. '^-;Nfi'N,
1 PLS-302 AND REFLECTS CRoiM EVIDENCE FOUND AT THE TIME. CI ' ID
NOTE: THIS PLAT WAS PRWARED FOR, THE EXCL SNE USE Of R.E'
l PRESS REr:LRtl CEjrhFCATES
nDo NOT Swt .N,,iN iTENAW tWM),ni',
-.'Nil

FLAT BOOK 5, PAGE
(A PART OF)
EXISTING IRON ( LEGEND
EXILgULSET (T
ATED pp� NOTED).
N q�q�:: ..............0
rn E •NDrED )... 0
Sn a....,+
GRAPHIC SCAIE -
FEET
JEWELL
UI CAN
'�40

Lu
z
MATCH LINE
MATCH LINE
_Q
O
im
Ld
z
THE RIST MINE
PLAT BOOKj 5, PAGE 179
(A PART OF)
LEGEND
EXISTING IRON (TYPE NOTED) ........... ........ 0
NEW IRON SET (TYPE NOTED)....... ...0
EXISTING OR NEW NAILS IN ROADS (TYPE NOTED) ... 0
CALCULATED POINT .............................. +
50 0 50 100
o
NORTI,,
PA
P. 0.
NORTH VVILKESBORO,l N.C. 28659
GRAPHIC SCALE FEET OX 1 141
JEWELL DUNCAN <
0 [phone]
23/412 14. 2 ACRES
�zo
OTAL OF HEETS (. I ), and (2),
(BY COOR INATE COMPUTATION) rSMERALDA EXPLORATION INTERNATIONAL, INC.
386/1485
LOT 4
S 85*44'
47'E
1 Y Ile
%
—.4
150
EMERALD INE�,INC.
TOPO FOR NORTH AMERICAN'ZER COUNTY, N.C.
SHARPIES TOWNSHIP, ALEX'At,LE I " = 50'
TAX MAP C E H_ 7 1 SCP9
REFERENCE BOOK 36
CONVEYANCES,
D TE * 6-5— 199)
W
p__ THIS P L A WAS
PREPA%D AiTHOU7 THE
BENEFITF A TITLE Ep OpTi WHICH MAY
cwn I TI
ZONAL
REVEAL A D L. T , RI
EASEMENT RIGHT—OF—WAYS, OR
BUILDING RESTRICTION LINES NOT SHOWN.
16 ALL AJOINING OWNERS WERE TAKEN FROM CURRENT
TAX RECORDS.
BRUSHY MOUNTAIN SURVEYING
-0 . . .....
....... .......
Go ........ ...... .....
.......... ........
0
9
'q
'990
.70
0
MATCH LINE
MATCH LINE
i
REBAS
SR "I
X_
SITE
kc. WN 90
6
6

50 0 50 1 100 150
i
GRAPHIC SCALE - FEET
ZR
r ILC ryr( DUNIVI HftUUIVV
2�1
BRUSHY MOUNTAIN SURVEYING
P.O. BOX 1141
NORTH WILKESBORO, N.C. 28659
[phone]
THE RIST MINE
PLAT BOOK 5, PAGE' 179
(A PART OF)
14.02 ACRESI' ;(TOTAL)
THIS PLAT WAS PREPARED WITHOUT THE
IOENEFIT OF A TITLE REPORT, WHICH MAY
R VEAL ADDITIONAL CONVEYANCES,
E SEMENTS, RIGHT-OF-WAYS, OR
B ILDING RESTRICTION LINES NOT SHOWN'
A L AJOINING OWNERS WERE TAKEN FROM
T X RECORDS.
o
JEWELL DUNCAN
23/412
MATCH
MATCH L
r\
`I
I
\
r
Y
\ I
LEGEND C" m . •� _
EXISTING IRON (TYPE NOTED ). ....)..............0 \ ��0` \ O ��.
NEW IRON SET (TYPE OTED).....................0 n J r B� O .
EXISTING OR NEW NAI S IN ROADS (TYPE NOTED ). ..ffi �4'F, Q _ O
....................+.....+
CALCULATED POINT..
CATEGORY
TAILINGS/SEDIMENT POP
STOCKPILES
WASTEPILES
PROCESSING AREA/HAUL
MINE EXCAVATION
OTHER
1IS)HEET 2 OF 2''
7.16 PHASE ONE
6.86 PHASE TWO
E)OS71NG R/R SPIKE
`goo
,r\
ON MINE MAPS:
RED = PHASE ONE LIMITS
PURPLE = FENCE
BLUE = BURM
ORANGE = SEDIMENT POND
5MZ = GReEN- SREAr� ► NN�rccM��v'r zo.vE
ARE'^f VE D;
�F:HNR
AND QUALI?y SEC e �'tr
MATCH LINE
1

W
Z
4J
Z
J
J
2
U
=
U
a
a
MATCH LINE
MATCH LINE
M.0
MATCH LINE
MATCH LINE
THE RIST MINEI
PLAT BOOK 5, PAGE 179
(A PART OF)
LEGEND
EXISTING
IRON (TYPE
NOTED)....................0
NEW IRON
SET (TYPE
NOTED).......
...0
EXISTING
OR NEW NAILS
IN ROADS (TYPE NOTED) ... 0
CALCULATED
POINT ........................
...... +
50
0
50 100 I50
=
GRAPHIC
SCALE -
FEET
JEWELL DUNCAN
J
23/412
a- z
0
.o
' S 85 amnvc _,
TOPO FOR NORTH AMERICAN EMERALD' MINES, INC. �
SHARPES TOWNSHIP, ALEXANDER COUNTY, N.C° —
--- ------ - - `7
TAX MAP CODE H-7A St ALE I"= 50' 71q/
REFERENCE DEED BOOK j69, PAGE 61 1 MARKED OAK
S�S(Gi1/v 1 NORTHEAST CORNER (� 1
DATE: 6-5- 1909 � i LOT 4, PLAT BOOK
m WITHOUT THE -./ 0 1 5, PAGE 179 r
r- THIS PLAT WAS PREPARED ) iQb-li 1 rr
BENEFIT OF A TITLE REPORT, WHICH MAY vkc`— 1 Q� oc.2-
w REVEAL ADDITIONAL CONVEYANCES,
Ie'� 1
Is. JJ I r
G EASEMENTS, RIGHT-OF-WAYS, OR (iZ (� 7 CJ• r/W
0- BUILDING RESTRICTION LINES NOT SHOWN. �I r
vi ALL AJOINING OWNERS WERE TAKEN FROM CURRENT
y TAX RECORDS. �- [
BRUSHY MOUNTAIN SURVEY
o P.O. BOX 1 141
NORTH WILKESBORO, N.C.28659
�. gyp/
w (336) 667-699 ` /GL�f" s/
m 4,02 ACRES
TJTAL OF SHEETS ( I) and (2) I %
BY COORDINATE COMPUTATION) EXPLORATION INTERNATIONAL, INC. ;
386/1485 I
LOT 4 ;
\' .. • 8:' '. i
x
X
x 0x0X I 1y
05EyS
x291.01
I
EXIST)NG REBAR
EXISTING REBAR i
... ..
9o
. 0
'. ..
1La
I
. ` o 9g0
990
O
` ._. ...........
- Y
9 a gg0
19 980
0
... C)S PERTIE
0 9?p � ' SULPHUR SPRINGS PRO
9S `po'.... ..... 369i61
p
g3d 9 Z[1 3
1 222�
w
940 1
g 950
N'2°340, W .:::_ .QZp .. ...34 - ..... .. .1 9�96`N5 t1
bo
94p
N 83 29'I I'
960
CENTER OF 60' FRIGHT -OF -WAY
II SHEET
OF
(
I, JOHN W.
CHURCH, DO HEREBY CFRITFY THAT THIS MAP WAS
DRAWN FROM
AN ACTUAL
FIELD SURVEY DONE BY ME AND REFLECTS ALL OR
PART OF
- � •,
BETTY WOOTEN THE TRACT
OF LAND DESCRIBED Its DEED BOOK ---- PAGE PAGE__
l"R ls3
THAT ALL
385/ 1 786
LINES THAT WERE NOT SURVEYED ARE CLEARLY MARKED
AS SUCH
AND THAT
THE ERROR OF CLOSURE IS I: uOSLt+ - WITNESS
BY Mr
HAND AND
MY SEAL THIS -'A-DAY OF _y+..c�_, 1999
SKETCH ONLY, NOT TO SOME
SR 1"I
\ 4 148Y
SITE
N C. HW 90

50 0 50 100 150
GRAPHIC SCALE - FEET
PROFILE FOR HURM AROUND PHASE ONEI
x�l
BRUSHY MOUNTAIN SURVEYING
P.O. BOX 1141
NORTH WILKESBORO, N.C. 28659
[phone]
THE RIST MINE
PLAT BOOK 5, PAGE 179
(A PART OF)
14.02 ACRES (TOTAL)
THIS PLAT WAS PREPARED WITHOUT THE
BENEFIT OF A TITLE REPORT, WHICH MAY
REVEAL ADDITIONAL CONVEYANCES,
EASEMENTS, RIGHT-OF-WAYS, OR
BUILDING RESTRICTION LINES NOT SHOWN.
ALL AJOINING OWNERS WERE TAKEN FROM CURRENT
TAX RECORDS.
JEWELL DUNCAN
23/412
MATCH
MATCH L
LEGEND s n I .. \
EXISTING IRON (TYPE NOTED)....................0 \ 2 Off• \ O
NEW IRON SET (TYPE NOTED) ..................... 0 -' '-
EXISTING OR NEW NAILS IN ROADS (TYPE NOTED)... n
CALCULATED POINT ........................ ...... + \ \ �� \ \ \ O
CATEGORY
AFFECTED ACREAGE
TAILINGS/SEDIMENT PONDS
0.10 ACRE
STOCKPILES
1.00 ACRE
WASTEPILES
NONE
PROC♦`SSING AREA/HAUL RDS
NONE
MINE EXCAVATION
7.16 PHASE ONE
OTHER
6.86 PHASE TWO
"SHEET 2 OF 2"
•
•
I
e
•
I
e

a
I
I
I

r�� .•��. it
At
A.F� '
as
•f , y �"..� Imo` •. �r � -
A

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I
i
L`
a
Des -go
settled
lop I
1"CMPORAr'Z,'f �lvElz'='7^, DIiC1-t
SEEi. EU
£.LE 11 ci 0
I .mama
ELEV 9too — y — —
T�'V CAL SAkPE OF D6h_r_ IVI
Cross section
Filter fabric
Rirsw µ to" oy Dfe t
Overlie 6'
/ for settlement
T it
a it min Ilil?Inl Ellli_
II �2 1 side
slope max
PJler
fabric q 1 i side slope
max Natural
ground
3 It s
min
Stone section
S1Li Eli WITH Rock FILTER
1ii i(PaNCc. MrL S'C CF tliAlc:i AINE.0-(11R000M
.L1PE OF fh��`�'P
of
J
GUIDELINES FOR SEEDING AND MULCHING
3
SLOPES. THE ANGLE FOR GRADED SLOPES SHALL BE NO GREATER THAN TILE ANGLE WHICH CAN BE RETAINED BY
1.
t'EOATATIVE GROWTH OR ADEQUATE EROSION CONTROL MEASURES. IN AN EVENT SLOPES LEFT EXPOSED, SHALL WITHIN
�0 WORKING DAYS OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER
C
WHENEVER A LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE .ACRE, IF MORE
-HAN ONE CONTIGUOUS ACRE IS UNCOVERED, A OR01 ND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED
4
OR OTHERWISE PROVIDED WITHIN 30 WORKING DAYS ON THAT PORTION OE THE TRACT UPON WHICH FURTHER ACTIVE
.3
CONSTRUCTION IS NOT BEING UNDERTAKEN.
�
V
�
fEEDBED PREPARATION AND SEEDING.
1-4r-
i.. THE AREA TO BE SEEDED SHALL BE RIPPED TO A DEPTH OF AT LEAST 6".
v,
:;. LIME AND FERTILIZER SHALL- BE SPREAD UNIFORMiLY AND MIXED THOROUGHL5 WITH THE SOIL. AT THL RATE OF 90
I.B,S. OF LIME AND20 L IS. OF 10-10.10 FRTILLZER PER 1000 SF.
i. SURFACE OF SEEDBED SHALL BE FINISHED SMOOTH AND UNIFORM.
+ SEEB'AS FOLLOW:
NOV, I - MAR .1 , 3 L ES. OF TALL FESCUE AND 0.5 LBS. RYE GRAIN PER iofiff
MAR I - APR 15. 3.5 LBS. TALI. FESCUE PER 1000 SF.
APR 15 - SEPT 1, 3 L BS TALL FESCUE AND I LB. MILLET PER 1000 SE
SEFT I - NOV 1, 3.5 LBS. TALL FESCUE PER 1000 SF.
MULCH WITH STRAW AT RATE OF 85 LBS. PER 1000 SF AND ANCHOR STRAW WITH ASPHALT EMU.SION TACK AT THE
RATE OF 10 GALS PER 1000 SF,
RYDROSEEDING, WITH APPROVED MIX MIRES, MAY BE USED IN LIEU OF THE ABOVE.
hIA1FytMNdt flJ1N
Ill aroeron and sediment control practida will be ch.ekad for stability
a� o,i .. following evwry runoff -producing rainfall but in no ee..
I... than once ....y week, Any needed repairs will W made saedretely to
maintain all practices an designed.
aedlment will be reanved U. the sastio of trap and block end gc.val inlet
Boot tlon device me➢ at.... ....City bee Wan eppt�almately 50% filled.
gravel will be cleaned or replaced when the sedimant pool on, longer or.".
properly.
sediment will be removed fr. behind the sediment fence when it became]
about 0.5 ft Nep at the fence. She .ldimant Lance Will be reP&iced es
mageeatery to mei.e.i.. berrie..
A11 seeded areas will be fertillead, rea..ded .. .......may end mulghed
anter,iling to specificatioom in the vegetative Plan to mainuin a vi.......
Oeue vegetative now...
L, l
EROSI0V1 AND �r D�MEIJTA i 10'.l
CONTR®L ?1_A1A
NQRTK AM �,R,CAN MLZ�Lr� tf�lN�S
/�lLexAND�I� c.ot�L�r(
22 DEC q9
t;r.r., ,. PREPARED III{
----� '^ r R. • � ARResLt V�iL11AF/�$t P,E„
484-it
r

—17FMPOR.Af2`( �F�L.=',7r1 t:) ICC1
ELEV tjtoo
•
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Cross section
Design
settled in
top
i
�Itc Its Il-At •\ dRmm
sn
sn
mar Itlt Finer
t fabric ,t._
Filter fabric
9� RmRAP K t10t1( OF V"
Owedill 6'
for selltemera
II "\2rsd.
stops max
i y s,tle scope
mar NaWtal
grouna
311
min
Slone section
SIL'C ©ASIR WIV ROrY FME-R
-- -----
t, ti
Tr�vpok,,;F Ji�,l� i�UC-T13l
ANT ggNCE iv1`1 C.T cE MAIi!-CA�NEti ?F1R01)�H
OG 1'F.1:
1�
f
GIVELIIN'ES FOR SEEDING AND MULCHING
Si. l THE .ANGLE FOR GRADED SLOPES SHALL BE NO GREATER THAN IIIE ANGLE. WHICH CAN BE RETAINED BY'
l is TATI VE GROWTH OR ADEQUATE EROSION CONTROL MEASURES. IN AN EVENT SLOPES LEFT EXPOSED, SHALL WITHIN
}",, RKING DAYS OF ..ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER.
W :! 'EVER A LAND QIM"ING ACTT V1TY IS UNDERTAKEN ON A TRACT ('OMPRISING MORE THAN ONE ACRE, IF MORE
T ! I. ' (ALE CDNTRiMlq ..ACRE IS UNCOVERED, A GROUND COVER SUFFIC H err TO RESTRAIN EROSION MUST BE PLANTED
Ox WISE PROVIDED WITHIN 30 WORKING DAYS ON THAT PORTION OF THE TRACT LION WHICH FURTHER .ACTIVE,
(t ). L" ION IS NOT BEING UNDERTAKEN
S1:4. BED PREPARATION AND SEEDING.
I I HE AREA l () III-- SEEDED SHALT. BE RIPPED TO A DEPTH OF AT LEAST 6e.
IMF. AND FERI HAZER SHALL, BE SPREAD UNIFORMILY AND MIXED THOROUGHLY WITH THE SOH_AT THE RA IT OF 90
t-Ii OF LIME AND20 LBS. OF 10-10-10 FR=,ER PER tOOO SF.
1 $URFACE OF SEEDBED SHALL BE FINISHED SMOOTH .AND Mr[FOR.M.
a SEED AS FOLLOW:
NOV I - MAR .1 .3 IBS OF TALL FESCUE AND 0 5 I.BS RYE GRAIN PER 10"
MAR 1 - APR 15, 3.5 111& TALL FESCUE PER IOW SF.
.APR 15 - SEPT 1, 3 LBS TALL FESCUE AND 1 L.B. MILLET PER 1000 SE
SEPT I -NOV 1, 3.5 LBS. TALL FESCUE PER 1000 SF
5. HUI" WITH STRAW AT RATE OF 95 LBS. PER 1000 SF AND ANCHOR STRAW WITH ASPHALT EMULSION TACK AT THE
R4TE OF L0 GALS. PE1 I000 SF.
I M)ROSEEDING, WITH APPROVED MIX-RTES.' MAY BE USED IN LIEU OF THE ABOVE.
MAINTENANCE PLAN
All atosion and ra, ant oont..1 pcactioaa will bs obeeked for stability
aN operation fallovitg every runoff -producing talnfall but in to wise
Is
is tMn an • leery week. Any needed repairs will be cased"
isadiat'aly to
aintein all pwctica. ee designed.
iedicant all be rasosvd from the sediant Crap and block and racial, Inlet
ptvtsrtidn dealt. when at
ocage capacity has Men app'wleately Soe filled.
Crewel will be c1...E or r.pl.egd when the aedies' Peel no longer Are"'
ptapevly.
Eaaiant will theriseoved .run hehind the wd..t f... a when It Mcca.es
about 0.5 ft deep at the f..,,, The .ad., f.nte will he r.paired w
secessary to "Intel= a barrier.
All eecded ..... will be fartrllr.d, reseeded as ..wry, aaa , and mulched
Accord." to ep.cificatlsa. in the ..get. iv. pl.. I, aintain a vigorvos,
dew vagetatiw. encar.
i
EROS10V1 AND _,_DIMNTAiHOQ
COJv� (Y,L ;:Ltd
l Ye , , _ U t E ES
ALE
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TEMPORARY UIVEi�,='i�rJ DPtG?i
EY151''NG ;T<nurlo
` -- it cilTyFhc.E.
41
E L F
T��t �AI Cv����� D`7
r I' ✓
Cross section
Overldl 6- i
for settlement
3.Yc 1 side slope
3 It
min
Stone section
S1Li t3AS1tA WI-W ROC{C FILTER
.':.ijvjrJrtirii'�• ,;.)ti'ai�UG�TiJ,i �.pjT'�ra.,. -_
EN�kANCE t,�.1F-r ?F MAl11TA11+E-� �aQ011G*+
L.1171c ^: Fr.)__
10
y
(A]DEUNES FOR SEEDING AND MULCHING
S I gPES. THE .ANGLE FOR GRADED SLOPES SHALL BE NO GREATER 1-NIN
AN THE ANGLE WHICH CAN BE RETAINED BY
% I .ATA'FIVE GROWTH OR ADEQUATE EROSION CONTROL MEASURFII IN AN EVENT SLOPES LEFT FAYOSED, SHALL. WITHIN
3o 'ORKING DAYS OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER,
W118tYEVER A LAND D131VRHING ACTIVITY IS UNDERTAKEN ON Al RACT COMPRISING MORE THAN ONE ACRE. IF MORE
TRI %N ONE CONTIOI IOUS ACRE IS UNCOVERED, A GROUND COVER Sit IFFTCIENT TO RESTRAIN EROSION M1.1ST BE PLANTED
t IF r7FHER WLSE PROVLDM i rrHIN 30 WORKING DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE
Ct AIRI'CTION ISNOTBEMUNDERTAKE\.
St!. DEED PREPARATION AND SEEDING
I 11¢ AREA TO BE SEEDED SHAIJ_ BE RIPPED N 1 A DEPTH OF AT [.EAST 6•.
2 LWAND FER7SL.1/.F.R SHALL BE SPREAD UNIIORMILY AND MWI) THOROUGHLY WITH THE SOIL, AT THE RATE OF 90
Li15 LIME A.ND70 LBS OF 10.10.10 FR TII UER PER 1000 SF.
3. %I AC'E OF SEEDBED St1ALL BE FINISHED SMOOTH AND UNIFORM
♦. D AS FOLLOW
7 NOV. 1 - MAR 1 , 3 LES. OF TALL FESCUE AND 0 5 LBS RYE GRAIN PER 1000F.
WAR I • APR 15. 3.5 LBS. TALL FESCUE PER 10W SF
j APR 15 . SEPT 1. 3 LBS TALL FESCUE. AND I LB. MILLET PER low SF.
SEPT 1 -N'OV 1, 3.5 LBS 'TALI. FESEVE PER 1000 SF
5 MULCH WITH STRAW AT RATE OF 85 L.BS. PER I ODU SF AND ANCHOR STRAW WITH ASPHALT EMULSION TACK AT THE
R. F OF 10 GALS, PER 1000 SF.
HYIMOSEEDLNG, WITH APPROVED MIXTURES. MAY BE. USED IN LIEU OF THE ABOVE.,
ttfivrlfeapcf rl
✓W .maid. and r.dim.nt control pracbicas will M checked for stability
and operation following exact, t off-prodeving rainfall Out in no ease
l... than one. .vary week. My needed repots will be wade laedtately to
wainrein all p..o J....a d.sigwd.
Seuxrnt will he ranv.d free, the .,,went trap and block and gra ei inlet
ptetettlon devrce when x orage eaPaeity Me been appcoaimtely Oof filled,
tlrawel will b. eloMod of replarrd when the aauawnt pool M longer ".A..
protwi
tadiaam, will he raoves fret behind the t.dianc fen« when it b rowere
about 0.5 fit de.p .r the fart. Th. .edt�•nt rent' willbe repaired a.
r_ua... to wrint.in . her.let.
fill ..willed are.. wall be brtili..d, nared•d a naouuy, and wulchad
¢coraang to rpacffmact on. in the wegeuv!°e plan to maintain a wlgeroua,
deare we"faitiwa rover.
EROSM AND �-UMENTA HOQ
CONTR IL P Lr*�
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