20230118_Mine_Maps

i
�0 �m
00 Burnsville
R'0
Notes:
1. This is a boundary survey and mine permit plan for Lisa Butner as
recorded in Consolidated Real Property 769 at page 485. f
2. The precision of the unadjusted traverse is not less than 1:10,000. I JRd
3. Bearings are relative to the North Carolina Geodetic Survey (NAD 83120I1), en
distances are horizontal measurements, and the area has been calculat ek
by the coordinate geometry method.4. This property is located in a flood hazardous area as per the Federal ergency Management Agency ! Rd
maps for Yancey County shown on map 3710071700J dated June 6, 2 9.5. No title search has been performed by Mountaineer Land Surveying. Rd
6. O denotes a 5/8" rebar set unless otherwise noted. ' Pond P 197S
7. • denotes a calculated point. S8. boundary lines. 1 I
9. right-of-way lines. Doris Darlene Hollifield I Boone Woody Mining Company, Inc. Cattail
10. -------utility lines. Consolidated Real Property I Consolidated Real Property 778 at Page 243 Creek
11. - -•- adjacent property lines. 677 at page 197 �� Parcel M No. 0717-00-98-4967-000 Rd
12.---- tie lines. Parcel ID No. 0717-00-89-1174-000 1 \
13. perimeter fence lines. \\ Vicinity Map
14. Contour intervals are 2 foot and has been created using aerial im ery using mean O
sea level elevations. \ MONO
15. --- Permit Boundary. - -
16. 50' Unexcavated Buffer. A ~"
17. 25' Undisturbed Buffer.
0
18.9. 50' Stream Buffer. t�Q, 30 510
19. —-Grasslined ditches. �tq �'�, 0
19. QOBoulder Safety Berm. lr - Pond C
o O
M $��
Mary Ann Miller
Michelle Mege C1C� i1t34•}5'03 'tit y `SBS• / Record of Deeds 201 at page 249
Consolidated Real Property / 40.20' d far 16�8 Parcel ID No. 0717-00-98-8570-000
867 at page 313 ,\ / Pond !�
Parcel ID No. 0717-00-88-2513-000 / Existing
112 Con t 'A00 ° Ud �/ NCGS Monument
E=1,0 9,1 25' Asf�b \ I 1 Sr
9� `�Ddfer E=1,019,772.79'
/ 40a ��
0Y b `
da
v x00 /4 `sg� 9S Ao� Igo ' sr�, �. Brick
/ /S ' Area = 2.450 Acres °e' s off• l '?Q0' ' ��� Commercial
8' Parcel ID No. 0717-00-98-3481-000 efyA 000 - �i Building
00 S,c00 e� M
Jaswn T. Cookt\O /.' O0 r'ma, Oo
and wife
Wr�n C. Cook / 0 S24°30'17 IP
Surveyed by JhA Hughes and Associates 3:' \ 4
Plat BoDrawing;No. 20013-C444 ti',c \` B . g sting g 65.12 �.
cdk 4 at page 343 / 00 \� Be lnnin
Parcel M N 0717-00-66-1429-000 / \� N Eid
Pond Io, \szglB 1/2„ Cond
Al #2 \ N=778,215.
E=1,01916 .69' / ///C ps+
5�26'48'S3"W ,� , ., \ cV., 526 8101"W oeB� �.
< 23.99' 24 C erry a // i ,0 1 40'
h
Deborah Da ui�:r,� ✓ i Ao -✓ ~� A �_. , `\ N632.44 .. . and husband
x - �' Gerard E. Da uin
'...+ .4 G q
S63°18'18' i �eA S Pond O r 68°23'02� "onsolidated Real Property
' �e O / Gravel MWd Mat 85a
s 40.92' t 38.71' \ \ \ Parcel ID No. 0717-00-98-7134-000
A \\ \\ .
1!Story
sx'00 O .\ ` a frame House
k d2 Q ti
\ 7 0a
°
Parcel ID No. 0717-00-88-1184-000 ��`° 6,x/ 6x�g / �� Hwy 197
sb 00 / yO Ay Right-of-Way as Maint d
1 '\ 6j• �°
S \ N4IV c� John Riddle
Rocky River Hydro, LLC. -=. �" Consolidat Real (Property
Drain Culvert \ � L ° 74t3 e e 101
Consolidated 8 Property - q Parcel ID No. 071-00- -6912-000
859 at page 134 2888 tiell
Surveyed by Ernest Wilson `
Dated 4-13-1967 \
Parcel ID No. 0717-00-60-7323-000
` Boundary Survey
' \ S63°18 8
1\13134' and Mine Permit Moification
State of North Carolina
County of Yancey Point on top of / a Plan for
24" Corrigated M
County
Pond 6�0� al Culvert ;/ \ 1/Review Officer of Yancey County,certify that the map or plat to which this certification is affixed 0_ % \
Houk
meet all statutory requirements for recording. ' / \ � •
L &
Date Review Officer // ' \ B Mine
Deed Recorded in Consolidated
SURVEYORS CERTIFICATE
Real Property 789 at page 485
I, Marvin J. Nunley, certify that this map was drawn under my � /
I Story and 850 at page 573
supervision from closure
actual survey made under my supervision, Frame H°ua. Pensacola Township
that the error of closure as calculated by latitude and departure �° / / Donald G. Childs
is not more than 1:10,000, that the boundaries not surveyed ✓ % l and wife P
are clearly indicated with their source, and that this map was "'••.,,
prepared in accordance with G. S. 47-30 as amended and that �� CAROi'o, / / Claudette Childs Yancey County—North Carolina
this map meets the requirements of The Standards of Practice Q • •Bast•• 1 j / Surveyed by Arrowood Surveying
for Land Surveyingin North Carolina 21 NCAC 66.1600. O;'O� oN'• T
This surveyis an existing j 4 v " ' j Drawing No. 03-120 July 7, 2022
ng parcel of land within the area of a = �:4 t;7 I C^ale is 1 =5Q �1:6QQ) Consolidated Real Property
count or municipality that has an ordinance that regulates SEAL / l P y '
parcels of land. witness my original signature, registration �t * 50' 100' 150' 200' j 559 at page 506 I Revised December 12, 2022
number and seal this -M-day of __Juy__, A.D., 20-a- : L-4413 �� ; Existing Parcel M No. 0717-00-97-4731-000
.,sUR� ¢ 1/2• conduit Sheet 1 of 4
P.L.S., L-4413 yJ . Mountaineer Land Surveying, A. � � I15°54'16'� Job No. 22-069
NC Business License No. C-2721 "••N,J; �',•• ' 29 Summit Avenue—Spruce Pine—North Carolina— Fi777 (828) '765-5646 /� 3s.6s'
d Existing
1/2" Conduit
• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •

N0
e
row Burnsville
Notes:
1. This is a boundary survey and mine permit plan for Lisa Butner as f
recorded in Consolidated Real Property 789 at page 485. 1
2. The precision of the unadjusted traverse is not less than 1:10,000. JPensacola
3. Bearings are relative to the North Carolina Geodetic Survey (NAD 83/ 011), I distances are horizontal measurements, and the area has been calcu ted j k4 masspfor Yance is 1ocated in a flood Count shown nhma dous area as 3710071700J dated June er the Federt Emergency Management Agency ;
b the coordinate eome method. 2009.5. NoPitle search has been performed by Mountaineer Land Surveying. I pond f97s
6. 0 denotes a 518" rebar set unless otherwise noted.7. • denotes a calculated point.8. boundary lines. cattail
Doris Darlene Hollifield 1 Boone Woody Mining Company, Ine.9. right-of-way lines. I Consolidated Real Pro ert 778 at Pa a 243 Creek
Consolidated Real Property 1 Property g
10. ---utility lines, I Rd
11. —•—•— adjacent property lines. 677 at page 197 Parcel ID No. 0717-00-98-4967-000
Parcel ID No. 0717-00-89-1174-000 I f i
12.--- tie lines. --
V �� Vicinity Map
13. perimeter fence lines. ; \ O 4
14. Contour intervals are 2 foot and has been created using aerial i agery using mean \ 0S
sea level elevations.
15. --- Permit Boundary.
16. 50 Unexcavated Buffer.
17. 25' Undisturbed Buffer. 't go ° / qZ 4b
18. 50' Stream Buffer. + tttr ^a�J �r
19. Grasslined ditches. de,� _ fin, Pond 46
19. QOBoulder Safety Berm. ,
4 ,yam 6
/ f g -. pre* Mary Ann Miller
Michelle Mege v.\; G� 64. 5'03 a �Yel hX s S7B' \\� Record of Deeds 201 at a e 249
Consolidated Real Property 2 P g
867 at page 31.3 ? ; .20 6g
�` 6�, � / Pond Parcel ID No. 0717-00-98-8570-000
4 Parcel ID No. 0717-00-88-2513-000 / Existing Pond �S' t'S' / l 1/2 Conduit Ira NCGS Monument
/ N=778,449.19' ation = 2862' �st� \ - i
=1,0 9,111t25' \ be 1
\` 3xQ d gt�ler \\ 1\ . E=1,019,772.79'
�S
irck
`\O`?r'�'gg Area '-. ,. __ ,:, -. BOZtly�r aS 'PO•p. - �� �// Colmmercial
` �• / ,���- �"� ' \�\g. Parcel ID No. 0717-00-98-3481-000P/Y Ben �ca� �/ Building
/ �,1�
Ja n T. Cook j/ /y' %IQXO©
and wife
en C. Cook ! 0 �o� \ S24.30'17"W
Surveyed by ten
and Associates / •,� ` 4 ! ,; 65.12'
Drawl No. 20013-C444 /
Plat Book 4 at page 343 j J \,�\ Beginning
Parcel LD fib. 0717-00-88-1429-000
Pond 4 . N=778,215.97' r4 / W
s
j t Elevation E=1,019,605.69' //i •O�' / �/ \
S 6'48'S3"W c o 1 S 6'S8'01 nW 4
23.9 ' i� 24 Cherry a / / ti 04.40'
�.< 9 �, / Tree Deborah Daquin
Pond Area 3.126 Acres N60.20'4 /W
and husband
�'_ 32.4 Gerard E. Daquin
Consolidated Real Property
S63.18'18 i O r p 86 23'Ox � a 521
40.92' 38.71' Gravel Mud Mat 850 at P
0 Parcel ID No. 0717-00-88-7134-000
Area 4.675 Aca° O
r er Parcel ID No. 0717-00-98-1164-000 n 1 `Story
A \. iJ b � ame House
ti am
�.
\, @m o 00
O � 00
j \e d° Hwy 197
Right-of-Way as Maintained
'1 , 2866
V q
John C. 'ddle ,-
- Ray Vance Miller /� \ @ q9 Consolidated Real Property
and wife Drain Culvert m
op
a
Mary Anne Millerb 74at pa e 101
Surveyed by Ernest Wilson: ®� 2888 fag % do Parcel ID No. 0717-00-97-8912-000
Parcel ID No 0717-00-60-7323-000
S63.18 8 ; " Boundary Survey
and Mine Permit Post
State of North Carolina �'' Point on top of --- Mining Plan for
County of Yancey i 24" Corrigated
i
1, Review Officer of Yancey County, /IV Pond Metal Culvert Tri County Roc.�
J
certify that the map or plat to which this certification is affixed t' 2,0 ; �•�
meet all statutory requirements for recording. �-
' L & B Mine
Date Review Officer l
M , Deed Recorded in Consolidated
Real Property 789 at page 485
SURVEYOR'S CERTMCATL
_ - _ "Q 1 Story � and 850 at page 573
I, Marvin J. Nunley, certify that this map was drawn under my Y
supervision from an actual survey made under my supervision, " " 0/ Frame House
that the error of closure as calculated by latitude and departure / l Donald G. Childs Pensacola Township
is not more than 1:10,000, that the boundaries not surveyed % / and wife
are clearly indicated with their source, and that this map was """'•.,, ; Claudette Childs Yancey County—North Carolina
prepared in accordance with G. S. 47-30 as amended and that CA$0
Surveyed b Arrowood Sure ying
this map meets the requirements of The Standards of Practice 4 ' 'gSS!••LI / Y y
for Land Surveying in North Carolina (21 NCAC 56.1600). O 4oF °Ns. rf. �� ; l Drawing No. 03-120 July 7, 2022
This survey is of an existing parcel of land within the area of a = $:4 t•�y = SCale 1S 1 —50 (1:600) ; // Consolidated Real Prop�rtp
county or municipality that has an ordinance that regulates SEAL 0 50' 100' 150' 200' j 559 at page 508 Revised December 12, 2022
parcels of land. Witness my original signature, registration ; c d Exi3tin Parcel ID No. 0717-00-97-4731-000
number and seal this 7th day of _July A.D., 20_22 _ 1 L-4413 04 .E ` / r 1/2" Conduit Sheet 2 of 4
„sUR;?: y�' Mountaineer Land Surveying, .A. �/ l N15°54'18
P.L.S., L-4413 /'j Q�,;° n g' J/ 39.86' Job No. 22-069
NC Business License No. C-2721 °''•N,J' '1A `' 29 Summit Avenue—Spruce Pine—North Carolina-28777 (828) 765-5646 d Existing
1/2" Conduit

F2871.56
. 2869.5
2670.0 2869.0
0869.5 2868.5
2669.0 2868.0
2868.5 2867.5
2866.0 2667.0
2867.5 2866.5
2867.0 _ 2866.0
2866.5 2865.5
2866.0 2865.0
2865.5 2864.5
2865.0 2864.0
2864.5 2863.5
2864.0 - 2863.0
2863.5
2862.5
2863.0 2862.0
2862.5 2861.5
2862.0 2861.0
2861.5 2560.5
2861.0 2860.0
2860.5 2859.5
2860.0 2859.0
2859.5 2858.5
2859.0 2858.0
2858.5 2857.5
2858.0 2857.0
2857.5
2856.5
2857.0
2856.0
2856.5 2855.5
2856.0 2855.0
2855.5 2854.5
2855.0 2854.0
2854.5 2853.5
2854.0 2853.0
2853.5 2852.5
2853.0 ZM2.u
2852.5 2851.5
2652.0 2851.550
2851.5 DATUMT V
2851.0 2850.00
DATUM 2ELEV
2850.00
•-+ CO M o N o 0 0 0 0 0 o m o 0 0 0 0 0 O 0 c\2 to •r 2�
26 ci 1i cV 2i cV (g v; cd C6 g 2` 06 of 6
m m m m m m m m m m m m m m m m m CO m m CO CO CO m to co
m m m m On mm m c\2 m m m m m n2 c\2 m m m m
0 0 0 0 0 0 0 0 0 to ob CO Co CO N o to m o a d
cV c�i �i �i eh o 0 0 0 0 0 0 o er et+ to to cc co cc 2; 2: t: C6 C6 of of o o •: .-
m m m m m Co m CO Co m CO co m m CO m m m m m m CO m m m m m z` z` z`
w m m m m m CO m CO m m m m m m CO m m m m m m m m m m m m m m m
n2 n2 nt nt q2 R2 C�2 ni CQ n2 n2 nt n2 n2 cV CV C�2 � N n2 n2 n2 cV C�2 N cV
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 Profile B-B
I
2866.5 2566.5
2666.0 2866.0
2865.5
2865.
2865.0
2865.00
2864.5 2864.5
2864.0
2864.0
2863.5 ---
2863.5
2663.0 2863.0
2862.5
2862.
2862.0
2862.00
2861.5 2861.5 _
2861.0 2861.0
2860.5 2860.5
2860.0 2860.0
2559.5 2859.5
2859.0 2859 0
2858.5 2856.5
2858.0 2858.0
2857.5 2857.5
2857.0 2857.0
2856.5 2856.5
2856.0 2856.0
2655.5 2855.5
2855.0 2855.0
2854.5 2854.5
2854.0 2854.0
2853.5 2653.5
2853.0 2853.0
2852.5 2652.5
2852.0 2852.0 Boundary Survey
2851.5 2851.5 and Mine Permit Modification
2851.0 2851.550
Plan for
DATUM EIEV DATUMV
2
2
2850.00
2850.00 " �
m er o to cQ rn o 0 0 0 0 0 0 0 �o � o � :` o c� m �r o � c.2 rn � o 0 0 0 0 0 0 o a CO o .-� o ch
co cd cd �ri z !r <r er v� �r d: er er <r ei ri .: .-� .: ai cd cd �ci ui sr v� <r v� er �r �r •r �r r; r; .-; .. v� ni -
m m m m m m m m m m m m m m m m m m m m m m m m m m m co co m m co m co m m m m m m m m m
m m m m m m m m m m m m m m m m m m m m m Co m m m m m m m m m m m m m m m m m m m m m Deed Recorded in Consolidated
co 0
Real Property 789 at page 485
BAR " ,
4 4 •
and 850 at page 573
MAL = 0+00 0+50 1+00 1+50 2+00 i 2+50 3+00 3+50 4+00 4+50 5+00 5+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 Pensacola Township
* t 2 =
' e L-4413 �� Profile C-C
Profile a-C Reclamation Yancey County-North Carolina
1. g�S,,,••• July 7, 2022
Mountai er Land Surveying, P.A.29 Summit Avenue-Spruce P Sheet 3 of 4
.e-North Carolina-28777 (828) 765-5646 Job N 22- 4

Burnsville
IIII
Debris from slope Surface Rou henin Fencing Detail TrICDtlnty Rack
above is caught 11 I l i g g L&B Mine
by steps. _
-- 2-3 Compacted soil Dlverslon Berm Cross-Section view of safety berm and evergreen planting to screen mine
Drainage (depending on material) , p 2 i �C
Wire 19'1�
< min rl / Bollen
Creek
�---r i Creek
- I I� �- ::i - . .• . : ... .:_ ...... 18" min
- ( IF =� I0 Greater ..---- -.-....... xWy197S
than vertical
Pensacola
<'-- 6' typical -0 School Rd
Cattail
I h Figure 6.200 Temporary earthen diversion dike. Site Creek
�- Rd
_ Coarse aggregate
- I Cut steps with 3:1 max
drainage to the back. Evergreen
g p 16" min F, Comer Brace Detail Planting for I_. ..
_ Avoid low spots.
Screening
i O3b St 6 Figure . ar stepprcig cutslupes(modified from Via 3WCC) tl III- I i
Jill =11�iyJl I-I If111 = I Jill _ TI
I - _ I l �- 9' typical -� I
N
L I figure 6.20b Temporary gravel diverron dine for vehicle crossing(modified from Via SwCG). ........ ...................
11TII -I I
- + lap ._ .......-- ........... .... ............. .. _ .-.....-.--..........-....
,( _l 6-15 ' itcrrtiummary
Groove by cutting furrows ` I , D50 Bottom Ditch Ditch Slope Side 25year Velocity Shear Stress Highway197
along the contour. IrregularltieS- _ I I I Ditch Lining Size Temporary Liner Width ft. Depth ft/ft slope a/cis fps Ib(ff' South Buffer Area
in the soil surface catch rainwater _ LP Dt GRA55 N7A 51RAWw/NET 2 0.8 U-02 1 2:1 1 2.38 1 1.28 1 N/A 70'
and retain lime,fertilizer. and seed. - F 1-3 w/NET n2 GRASS N/A STRAW 2 D.97 0.01 za 0.47 o.a7
/ N/A
�11.03 GRASS N/A 5'TRAww/MET 2 0.94 0.01 2:1 SS7 1.52 N/A Wide Berrn
Wit= I
Figure 6.O3cG•oovincsopes(moditied4romVaSWCC) LBt' :D-01 GRASS N/A STRAWw/NET 2 0,77 0.01 2:1 2.9 L07 N/A ----
r i Il l l i I= Center Brace Detto
OLNUD PHASE
Will
setlr.ne6yn TriCounty Rock
We Disturbed Drainage surface Required storage Required Spillway Baffle Skimmer Skimmer Sediment Basin] � Service/Haul Road Detail and Cross-section
Sediment as (Ft) Area Acres Area Acres Area H' surface ftr Volume it' volume fts length ft Spadnsft Orifice(in)
B•i61 4ax17 0.61 0.61 680 676 1554 Srl9g 4 10.0 4.91 .e
t,&Sa2 40x12 0i% 442 480 468 a99 756 4 10.0 0.77 ¢, r
l5-Sa3 80x2O 1.47 Y4J 1EW 1580 3927 294fi h,;i J.O.0 1.407
tBr4Dd-5BL 7OKI2 0.74 0.74 840 8.22 18Ug 1332 4 17,5 1.01.
teaiU fim'BranM1r<i^delnirl RMOt'Tar en M'ryTlriatlerl Cvtwd Df 52Ii 9'1Tennlia.nE live Sesmitu TunsWtY.e R'es lane 4 rn b'trrp riOMNYyI �
Inflow 0
E
structure
0
\ a Safety
\ f w Boulder
".ititrs; 6.17d Temporary Channel Liners;y\rash ngtor State Department of Emir Grass Lined Channels Figure 6.17 Channel Installation and Slope Installation:1Arashington State Ecology Departmen berm
Excavate crmnnel to design
Overlap 6"min. grade and cross-section ,%��% l
r
�J1 r
Longitudinal anc+wb i 1� I `` Terminal slope an,: Diversion
trench ¢' --'`= "'" I2' r channel anchor tree:.' Unexcavated Berm
I Skimmer Area 10'Wide
Design depthEmergency
a � dewaterin5
V Service/Haul
Longitudinal CeVrre Emer encY
)
�&.. a ' anchor trench Y ,' E_=C � spillway
Oveduri channel 2"fi d i _ E� - " = of rem- n �' Average A� TT r !
xnyAr Stake of 3-5'
Width W
'/rig prsparo 'ah ) 'v' ' ++�- -_. ' Irltervci# .t A
dart seedbed tr
=�i6-
Typical Arco of basin water surface at 2'Wide
installation / /�(/ top of principal spillway tlevction Baffles Ditch
with erosion central `' ` ` �.f n\ �� n
/ Embankment
blankets or turf if Sac ' y 1' Freeboard
reinforcement mots - V ' � '��� � Inflow Baffles
6:- - structure
Intermittent check slat Longtudmal anchor trench Intervals\^� Area
1 - vataon of
ne ,,,Y- uericws riI
Shingle-bpInitial cnan Intermittent
spliced ands or begin new � ry
roll in an intermittent check slot anchor treneR - , , check slot a
rgency
iliwwry
Prepare soil and apply see
installing blankets,matt s Sediment Cit'O$S-$CCtiOn
temporary Channel t 1 NOTE, si' Storage : ,�E, View
1.Check snots to be constructed Der manufacturers_specifications.
a 2. Slack 9 or stapiirg Icyout per manufac-urers specifications. Figure 6.64c Example of a sediment basin with a skimmer outlet and emergency spillway. From Pennsylvania.i Erosion and Sediment Pollution Control Manual, March, 2000.
e Slope surfor shall De smooth before Zf there is a berm at the top of I
a
placement or proper soil contact slope,anchor upslope of the berm.
.. .. a •�
Stapling pattern as Min, 2" , Anchor in 6"x6"min.Trent.
per manufcctwers °p , and staple at I2"intervals.
Min 6"overly .
.--- P CATEGORY CURRENT AFFECTED PROPOSED CHANGE TO TOTAL AFFECTED
Staple overlaps ACREAGE AFFECTED ACREAGE ACREAGE
.. . max.5"spacing.Bring material down to a level area Tailings/Sediment Ponds 0.07 0. 08
1 Co not stretch blariets/mattino tight-allow turn the end under 4'anal staple at 12" -
'
1.Design velocities exceeding 2 ft/sec require temporary blankets.mats or similar liners to protect the rolls a"irregularities intervals. Stockpiles 0.00 0
seed and soil until veaetatien becomes established. For slopes ess than 3N:1V,rolls Lime,fertilize,and seed before instollaton. Planting
2. Grass-lined chonne's with design velocities exceeding 6 ft/sec should include turf reinfo-cemerf may be placed in horizontal;strips. of shrubs,trees,etc.should occur after installation. Waste piles 0.00 0
mats
Processing AreaslHaul Roads 0.32 0. 04 0.36
Mine Excavations 1 .77 1 .59 3.36
/ Mud Mat Other (Please explain) 1 .87 � 0.81 2.68
as urvey
Total Affected Acreage 2.16 1 .64 6.42 and Moe Permitoundary
Modif cation
\\4ko Total Permitted Acreage 2.45 6.48
Q Jb sQ. �/ Plan for
n ,n County Rock
Deed Recorded in Consolidated
spa Real Property 789 at page 488
6 '" min
Pensacola Township
2-3
coarse aggregate � .,�� Yancey County-North Carolina
July 7, 2022
Figure 6.06a Gravel entrance/exit keeps sediment from leaving the construction site(modified from Va SWCC)- Sheet 4 of 4
Mountaineer Land urveying, P.A.
29 Summit Avenue-Spruce Pine-Nor Carolina-28777 (828) 765-5646
61 -Logan Street-Marion-North rolina-28752 (828) 652-3220 Job No. 22-069