20221012_Mine_Maps

' e
Burnsville
Notes: _
`�� j . j 'YWY.19,E
1. This is a boundary survey and mine permit plan for Lisa Butner as
recorded in Consolidated Real Property 789 at page 485. E
2. The precision of the unadjusted traverse i8 not less than 1:10,000.
j 19�$
3. Bearings are relative to the North Carolina Geodetic Survey (MAD 6312011), I q, €' I `9 Y. I Bollen
distances are horizontal measurements, and the area has been calculated creek
by the coordinate geometry method. £3 ! ;' r Rd
4. This property is located in a flood hazardous area as per the Federal Emergency Management Agency I '
maps for Yancey County shown on map 3710071700J dated June 6,' 2009. '
5. No title search has been performed by Mountaineer Land Surveying. I e E I I Pond Hwy 197S
6. o denotes a 5/8" rebar:set unless otherwise noted. I
Pensacola
7. ® denotes a calculated point. 4. i °
School Rd
8. boundary lines. Doris Darlene Hollifield ! 5 '' i Boone Woody Mining Company, Inc.
y a � Cattail
9. __-__ right-�of--gray lines. Consolidated Real Property I �`� tit Consolidated Real Property 778 at Page ,243 site creep
10. - -utility lines. 677 at page 197 I 1: Parcel ID No. 0717-00-98-4967-000 Rd
adjacent property lines.
12. ••---- tie lines. Parcel ID No. 0717-00-89-1174-000 1
13.- x - perimeter fence lines. 1� / O Vicinity Map
14. Contour intervals are 2 foot and has been created using aerial imagery using mean:.
sea level elevations.
15. Permit Boundary.
\ �\ -
16. 50' Unexcavated Buffer. k �_ ` ` \ I I; E
17. 25' Undisturbed Buffer. 3t l �� 10
k ��
18. 50' Stream Buffer. k Pared �� �
19. Grasslined ditches. >.
_ c►t ;
19. O O Boulder Safety Berm. �, , , �': _ -- �O
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Ernest P1ntoN64° 5'03A� r•��, k I6 s
Consolidated Real Property !` , Fond 8 s'fi �` 4
4a.2o =
6' Pond
326 at page 50 / Existing
Parcel ID No. 0717-00-88 2513-000 " mad =
' 1 2 Cond�:tt 2 Al
s
U / NCGS Monument
N=778,449:'119 "School".
E=1 01� fed Jr \ \ ; eeE N=778,431.90'
=1,0 9,7 .79'e1, E- 1 72
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/ �� �, / �� Mary Ann Miller
/� �'U �4 `� /' �ti � '�� 0� Record of Deeds 201 at page 249
l I 0717- 8- 0-0_,. v � Payee D 'N 857 00
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4ow Al
On
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a �,: . `. ��9 Area 2.45 0 Acres
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d
+ti6 ot�.
/ } ; / Parcel ID No. 0717-00-95-3481 000i.
k 4 s
Ir
tv
Jason T. Cook `
and wife `
Wren C. Cook / 5 �. : �xoD � � S24°30'17'W ' •�
Surveyed by Jim Hughes and Associates / �� a �� �' 65.12' �.
DraWMg No. 20013-C444 / /} \ 3 2 �` Beginning
Plat Book 4 at page 343 / k ;' ` XDD B Existing / / ��• $' ' •
Parcel ID No. 0717-00-88-1429-000 " /j d � to ¢18 1/2 Con u t / / � �' ?•x� '�.�
% Pond N=778,215.Pr'
� k ; � ;:: �'of• a, `5 , $Sl'„ E=1,019,805.89' / -�OR, '•.,�
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Deborah �Da uin
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Mar
Consaldat d Real P Property,
:. d ' 6023 �,£,
Pon Do
S6318181 , x at 1 521
`��r" / Gravel Mud Mat 850 page
/ k
�` 3& , 38.71
40 92 t� Parcel Ili No. 0717-00-98-7134-000
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Paroct•�ejlp,ID No. 0717-00 96 1164 000
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�o�G� Right of� a asMaintained
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John G. .Riddle +
`
Ray Vance Miller // .F, E / & a Consolidet?l Real Property
and Wife Drain Culvert :, a `'y- b/ 741` "at page 101 '
Mary Anne Miller �� s
' / Parcel ID o. 17-0 E 7-6912-000
•. Surveyed by Ernest Wilson
4 P 1 N 07 0 9
Dated 4-1 4:--196.7,
Parcel ID No. 1'7-00-80-7323-000� hZlt­
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State of North Carolina Point on tvp of c�I1 d M n e Pe�"Inn�[t M4I f�ca t I o I1
d ate
" Corri
County of Yancey 24 /
>\ g
Pond Metal Culvert / - Plan for
1, Review Officer of Yancey County,
certify that the map or plat to which this certification is affixed "° �' /H _ •
meet all statutory requirements for recording. cou.121ty Rock
Date Review Officerloft
Y aP o Deed Recorded In Consol*dated
SURVEYOR'S CERTIFICATECV ! �f¢� ¢
I, Marvin J. Nunley, certify that this map was drawn under my .i be C�I Property 189. a [, page 485
supervision from an actual survey made under my supervision,
that the error of closure as calculated by latitude and departure and 850 at page 573
is not more than 1:10,000, that the boundaries not surveyed
are clearly indicated with their source, and that this map was ,��,,,�sf,,,,i I '
cAR ! / , Pensacola 'owns Ay
prepared in accordance with G. S. 47-30 as amended and that 0
this map meets the requirements of The Standards of Practice `'��� ••'ES81•'•�1 ';
for Land Surveying in North Carolina (21 NCAC 58.1800). O.4•� o't'y•. G+ j/ ,W Surveyed by Arrowood Surveying YG�nceJ� Counter--North Carolina
This survey is of an existing parcel of land within the area of a = :4 �' ' Scale is 1 ��=5� (1:U 001 / Drawing No. 03 120 for Donald G. Childs and Claudette g r ] �]r�
county or municipality that has an ordinance that regulates _ sgAb = 0 50, 100' 150' 200' j j F j d d � �V�vr?
parcels of land. Witness my original signature, registration - - jyisting [�j-, �• �`
number and seal this _7th day of _July A.D., 2022 L_¢. 13 �0�•� y� j/ 1/2" Conduit E �Jljeetr 1 of 3
,,,,,� �•. R:'• v;;' .Mountaineer Land Surveying, P.A. i ; N15°54'18'E Job o. 2i2-069
P.L.S., L-4413 �., jN �ZS ,� - j 39.86
,,,,,l, i,,,,,,, 29 Summit Avenue-Spruce Pine-North Carolina-28777' r828 765--5646 d E:�sg
N Business Lic nse o. C-2721l
1/2" Conduit i
44,

....................... .......................28715 ......... .........................0 I2871 2869.5............. .............28690 2870.5 2868.5 .................... ....... . ..... ................2870.0 .........-......... .......... ............ .............I........... 2868.0 ..........2869.5 .......... .................. ­-�:::, -::::.:, ...........I2869.0 2867.5
7.0 ............I2868.5 286 ................................. ............. ...................... -­­­2866 5 2668.0 .............................-------------------------­-­-­-................. ................... 2865 5 2866 0 2867.5 .......... ......................... -------2867.0 -----­­­-­- .......... ..........2666.5 .......2865.0.......... .. .......... .............. .................... I2864.5 2866,0 ............. ..... ..I........... .......... ........... --------2864.0 2865.5 ...........2863.5 ............2865.0 I........................ 2863.0 2864 5 ........-------__........... .................... ................. .... ...... ......... ---------2862.5.. ......... ........... ........2864,0 ................................. ----------2863.5 2862.0 ............ ....... ................2863.0 28,61.5 ......................... ................. ......... ........ ........ ............. .................... . ................................... 2861.0..............2862.5 .......... ... ........ ... ................... ... ......... ................ ....... ................. ..................... .......... ............. ................2860.5 2862.0 ...................... .............. .............. ... ................... .............. .............................. -�I . ..........2861.5 ................ .. ....... 2860,0 ................ ............. .............. ............... ........ ................ ..................... ..................
................. ..............Ir 2859.5 2861,0 2859.0....................2860.5 .................. ......... . ....... ..........
2860.0 ........ ... 2858,5 . ------- .............. ...... ..................... .. ... . ........ 668.-O 28 ............59.5- ..... .....
............. ........ ....... __-_----2859.0 2657,5 ....... ........................ ............ ................. .................. ---------- .......2858.5 .. .......... ....... ---------- 2657.0 . .................... ........ ........ ........... ........ ................ ................................ ............2856.5 2858,0 -------­ .......... ............. .................... ---------- ....... .. ......................... .................. ................ ................ .............2856.0
2857.5 ... ........ ......... ............. ........... ............. ................... .................2857.0 2855.5 ...........-----­­- .............. 2855.0 2856.5 r
...... ....... .............. .................... ------- ... ..................... ..................... ................... ............ ... .................. ...... ................ ......... ............... ----- .............. 28'54.5 .... ......2856.0 ..........2855.5 . ..... 2854.0............2855.0 ............ 2853.5 ....................... .......... . ......2854.5 2853.0 --__--__ ------ ...................... ....... . ................ 2852.5..............2854.0 ............................... .......... ......------------2853.5 2852.0... ....... ....... ... .................... ..1..;...-1.I 1, - 11--­ . I.. I aln-.11 1 11 �-, - ­11I.--l". I- 121­11­�n��a ------........ ........ ................. ........ ............ ........... ........ ­­­-­-­­
...... 2851.5.... .............2853.0 ............ ............ ........... ....... . .................... .............2652.5 28,51.0 ­­- ....... .....................-- ­-­­­ I........... 2850 ........ ... ................... .......................... .. . ....... ............ ...... .... .... ---------- .. ......2852.0 ............ DA TUM ELE 2851.5 .......... 2850.00 2851.0 2850.5 ......DATUM ELE V 2850.00 CD CQ (Z) Q� Q) (Z) Q) (Z �O Q� C) CI) Q) (Z Q) (:D C\2 LO�d z< C6 0i
�O CC �O �O �O ro �O �O �O zo
CO ca M Q3 co ca CC) CO CO Co CIO CC) CC) 00 CC) 00 CO C\2 C\� C\� CQ 011 N LO 05 LO OD LO (Z)(Z) (Z) (Z) (Z) (Z) Ld L6 6 �6 Cd C6 Oi Q; C)�O �O I'D KO �O N N zo M �z �O �O �O r1c �z �O qO ro �O �O M CO 00 CO CO CO CO CO 00 N CQ C\2 C\2 CIQ C\I 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 P+bu 6+00
Profile B-B 0..6+0 7+00 5 5+00 . 5+50 -3+00 50 4+50 0+00 0+50 1+00 1+50 2+00 2+50 Ue A-A 2866.5 ­------------I ..............2866.0 2865.5 ------ . ..................2865,0 ------------2864,5 2864.0 . . ...........2863.5 2863.0 ............. ........... ........... . ............ . ..... . ..........2862.5 2862.0 ............... .......... ...........2861.5 2861.0 ............... ....... ... .......... . ....... . .......2860.5 ........... ----------2860.0 ...... ........ ...... .. ........ .2859.5 ...... ........2859.0 ..................................... .................. ............... ........... .................... ..........2858.5 ................ --------------- ................... ............... ............ .................2858.0 ------ ...... .... ................ . ...... .............. .......2857.5 .......................2857.0 .... .......... .............. .......... ......2856.5 2856.0 ..................... .................. ....... ----------- ...... ..................2855.5 .............--------------.......... - ....... ........2855.0 2854.5 ........ ............2854.0 ............2853.5 2853�0 Survow Boundary.
2852.5 2852.0 ............... and Mine Permit Modihcation
2851.5 Plan for
. ................... ..................2851.0 ................ ................... .................. ................... C 285015 ..........DATUM ELS V ri oun: T � ty 1?o (O;
19850.00 & BI mine
Q., CD LO V� Deed Recorded in Consolidated
Real Property 789 at page 485
kill lj,,,CAI?o and 850 at, page 573 Pensacola Township
SEAL 0+0.0 0+150 1+00 1+50 2+00 '2+50 3+00 3+50 4+00 .4+50 5+00 5+50 Y,incey Carolina Coun or
e . L-4413 4: Proffle C-C July 2 0 r?2,
Mountain'eer Land Surveying, P.A. 011ee 2 of . 3
29 Summit Avenue-0-ruce Pine-North Carolina-2 777 .(828) 765-5646 Job No. 22-069
28�71.5

Burnsville
TriC
Debris from Slope ( jTj � � SlirfaCe �llghelling Fencing Detail L&B Mineunty f�OGk r0 19E
above is caught I $B Mine
by steps. 2_0 k compacted suit DlVer ion Beim VfN Cross-Section view of safety berm and evergreen planting to screen mine ��s
Drainage (depending on material) (y k
M )it ! 4 rein >� 1 Creek
en
� �
+a C ee
Rd
i I _ _ _ .
� 16a' min
-IIII ((Il'=illi -
FF
Rd
-t---- Greater -.-.-.-r � _ _ I ^- I=�i! S
than verticalIII1=�( = 111 tillf Hwy ls7
Pensacola
6 typical tli , School Rd
¢ n Creek
Figure a.20a.Temporary barthan divarSkm dike- tail
tail
Site Creek
Rd
Coarse aggregate f k, t' `
rriBx �' f ,� Vicinit Ma
cut steps With _ de .,..n laws;{d; a ::` ii1.�.:ays!sr -rr:. , ?
drainage to the back. _..... ;;
�, Y P
Evergreen
Avoid low spOts. t$ mil - - Planting for r h
t 10 Corner Brace Detail
Screening
Figure B.0Sb 51alrslepp+n9 cat slopes(modified from VaS"NCa) ilk,
JillT9' typicaf� W Esi! S�C� } ', '; 1,
Figure.620b Temporary gravel diversion dike far vehicte crossing(modified from Va SWCC). .-. . _.._. .._ ...:. ..- .. ._... p v Sw 'rf
JI ll�l !
r �
� i _ - -
-� ,Aap .... . . . .. ....... _.- -. ... - .-.- ..
yet . .-.. ... .. .... ..... . ..
giu
Ditch Summary �` "
�lil r� 4 D SD Bottom Ditch Ditch Slope Side 25 year Velocity Shear Stress n " Highway 197
Groove by cutting farrows I_
ft ft slope cfs I ° .. South buffer Area /
{tt = a Lunar Width ft. Depth l0 4 fps b ft-I Lining Size Tam or p / p / p /
along the contour. trregulantles ��� � ( Ditch g p ry
In the soil Surface catch rainwater "'�'"i LB-01 GRASS N/A 5TRAWwJNET 2 0.8 0.02 2:1 238 1.28 N/A {31 �$--
and retain lime fertilizer,and seed 3 .., LB-D2 GRASS N/A STRAWw/NET : 2 a.37 : 601 '`z.1 0.47 a.47 N/A
f ' lk' .i: i ,°:- 10' Wide Berra
t-'-"-.1 ( - LB-D3 GRASS N/A BTRAWw/NET 2 0.94 a.01 2:1 5.57 1.52 N/A is' � '1. . ui s .v.r �f I' ` `
�; 4 LBM0D-D __GRASS . : N/A STRAWw/NET:. 2 0.77 0.01 2:1 2.9 107 " N/A' ..: fi..tl'_.:i'_�' Irt'n.LY'.k�:
Figure 6.03c Grooving slopes(modified from Va.SWGC).. 'IIZ I ---� it
�� f :i I� Center brace Detail
OLERUD PHASE
Map
Sediment Basin. T+riCounty Rock ,f ry Cross-section
+
Size Disturbed Drainage Surface Required Storage Required Spillway Baffle Skimmer Skimmer Sediment Basin Service/Haul Road retail end Cro SS'SEGtIfJ Ci
5cdiment Ba (Ft) Area Acres Area Acres Area fill Surface ft' Volume ft' Volnme ftg length ft Spacing ft Orifice(in) <" w'{N
LB-S81 40x17 0,61 0.61 680 676 1554 1098 M1 10.0 0.91 - `mirk
LB SB2 40x 32 0,42 0.42 480 468 999 756' 4 10.0 0.77
LS-SB3 80 x 20 1.47 1.47 1600 1580. 3927 2646 6.3 20.0 1,40
T
1lilvlod SB1 "70x12 074 '074 $40 8.22: 1809 1837 4 _17.5 1.01 Sri
°Due to geographical a.Minnn nnarapsae not nyrkmnereal but will beat a 11 min ratio and ha�a the Mn Mann nMfia,are.lee,plan er trap geometry)
Inflow
.e ,..
structure
=: n
Safety
s Lined Channels) Boulder
Figure h 17d Temporary Channel Loners..Washington State Department of Ecology Gr88 Figure 6ATe ChcS !.+�, :, .rope Ire; 'i m; Washinpi - Stare Ecology Department 5t is r berm
Excavate channel To design
P
Overlap.6r mir, grade and cross-section:
Diversion
z k Longitudinal r {,p Terminal slope:andi�
.:u r�1k k v _._.� ,. franc:: _hannel anchor trench xcava
' ' i
tine tad
Area Wide r e
Berra
19
ry
ServieelHaui
�wsiyn depth t Emergency. -
wre d
F
spillway
oa k
h
J
Overcu+channel_2 io ]l w 61.i,iry b, r,: ':i .sr✓v,r
i f
ai„irO seedbed Pre? rlt;^, ,..i : ,r, Ave a
Width W A 1.
'k:htyl�'
�i
_
I
l
-_; r �, +" ' Area of bosun water surface at 2' Wide
r fi" .-- r4
Typical installation : i \u Xe p - - : r top of principal spillway elevotion �affleS Ditch -
r. :e-. �. YP� I a k �„ r5
�"'".... with erosion control `. `�
/I , k Embankment
f reinforcement ma r 1 Freeboard
blankets or turf k r rl `�, lair>' R :< o'F' `^i'c. neeb
r _ .k ory < q�v Inflow Scstfles
r t is structure y
,
fhecks
` ,k Excavation
Intermittent check slat Long+tudinrtionchor trench mterva Area
Inrtmf chomiei
Shingle-lapspliced ends or begin nev,
roll in an intermittent chF c e t anchor trerva . .._.. -.. , , sa
:u"~Frepare soil and apply se " -iora / d - "' ' "`"e
c` fee km<Itt
installing blankets,Mateo the .'� L:t�oaa-SE.CS for
storage zdr:e
temporary channel lute ✓a'rera ` E' �' � I P,� View -
,4 slots to be c> .:.,per manufacturers specifications.
s ,err rnerfactuprrb sner.(fiem ions.j Figure 6.64c Example of a sediment basin with a skimmer z: et
nergeocy Permsylvarna
Erosion and Sediment Pollution Control Manual, March, 20.
3 l Slope surface shall be smr "��before ( here is a berr ct Tire t.�i o-
+`I placement for proper so i contact. :rchar npslopr i4 fi e
f ={
r r _
� Min.2„
Stapling patt8rn as overly y Anchor In b'�.. m n I,tr.::.'..
per mowfac? rare p r and$ at 12 mtervah. -- ---- --- ----------- -------
?, t ►� �' to le
recommendations
M n..ty'overlap.
CATEGORY CURRENT AFFECTED PROPOSE[ CHANGE TO TOTAL AFFECTED
Staple overlaps ACREAGE AFFECTED ACREAGE ACREAGE
�.; max 5` spacing, -
Tailings/Sediment Ponds 0.07 0. 08
" 0. 01
Do not stretch bi kets/matting tight allow turn
end under
d ion fa a staple
at 1
NOTES! the rolls t�eny irregularities, turn the end undi 4"and,stapie at Y2"
t. Design velocities exceedlen infwals Stockpiles
� I Fc^wry blankets,;mats or similar liners to protect p 0.00. 0 0
seed and soil until vegetation ccc.,rc5 .-�¢ ,',ih_ Far slopes le .than 3H;tV,rails Lime,fertilize,and seed before installation, isotsting --- -'
2,Grass-tined channels with design velocities exceeding 6 ft/sec should include turf reinforcement may be placed'n horizontal strips. of shrubs, trees,etc should occur afte instoilation_ Waste piles 0.00 0 0
mats
,p• Processing Areas/Haul Roads 0.32 0.04 0.36
I
Mine Excavations 1 .77 1 .59 3.36
Will Ii Other (Please explain) 1 .87 0.81 2.68
-- Boundary Survey
Total Affected Acreage 2A 6 1 .64 6.42
anc! Mine Permit Modification
Total Permitted Acreage 4. 03 2, 45 6.48 Plan for
-50
r
Tr.l*
County
v� Deed Recorded in Consolidated
Real Property 789 at page 485
Pensacola Township
C' rnin
i ' L 3 p
w .,,
23
Coarse aggregate 4 Yani:ey County-North Carolina
July 7, 2022
Figure 6.06a Gravel entrance/exit keeps sediment from leaving the cdyfstruction site(modified from Vi#SN1CC).
Mountaineer Land Surveying, P.A. Sheet 3 Of 3
29 Summit Avenue-Spruce Pine-North Carolina-28777 (828) 765-5646
81 -Logan Street-Marion-North Carolina-28752 (828) 652-3220 Job No. 22-069
I I I I I I I I r I I I I I I I I