20240725_Mine_Maps

ITYPICAL BEIRM CROSS SECTION
Mining Expansion Construction Sequence 50'-O" 15'-O" 50'-O" 20'-O" 50'-O" 151-01, 50'-O"
L I
1. Obtain DEMLIR Mining Permit and all applicable permits for construction.2. Clear only necessary areas to allow for the installation of the approved erosion control measures.3. Once erosion control measures are installed seed and stabilize the installed erosion control measures.4. Clearing and grubbing of work area can begin. Work areas cleared must be within the installed TO-117
erosion control measure drainage areas. I5. Maintenance of erosion control measures(ie.silt fence,diversion structures,check dams,sediment PHASE 3 basins,etc.)must be completed at regular intervals. Accumulated sediment in the installed basins when the storage volume is half-full. --------- -0 '71 not have to have sediment control basins installed. The existing pit is used for treatment of runoff. _j Site 6. Any development occurring where the stormwater runoff can be directed to the existing pit does IL
7. Once the contributing areas have been stabilized the erosion control measures can be removed and ,/j PHASE 2' ASE: I
tthe areas graded and stabilized. ;L r--( � I h- j) -) -1, - ,7`11,1 � 'ki,� � �.rN- ) --- �_- - /� �,,I /j� / �,- i,/ //,I / T-/ 250'-O"r I r 10" e r Nttec
1 .4 1)Slopes will be tracked during construction to aid in the establishment of vegetative cover.
�P/l 0<1 85 2)All exposed areas will be stabilized following construction
7
William K. Ridge f r A 3)See Seeding Schedule for proper stabilization plantings.
C C I-17i LLC (b 4)All berms will be evaluated for the need of slope drains during stabilization.(NCE)EQ ESCDM Std.6.32)
Mauney r b f Faurice Realty Inc. 11 < -�t Limit No Scale Pern S S t 25' Buffet John Ford_g20- ----Vicinity Map Heirs Wa (8"MAX.)
Slocum r y -Existing Po erlines Rand Short Ran MIN,12 1/2 GA.
AT THE TIME THAT AN ACTIVE FACE I�j' ) ( j � / - X --910-1-t Hopper MIN 10 GA.LINE WIRE BE SUPPLIED IN SUPPORT OF a MES A DEAD WALL,INFORMATION ECO Shor TERMEDIATE WIRES
_870-THE DETERMINATION OF FINAL SLOPE FOR w I)iversi n T1 UNCONSOLIDATED MATERIAL,(MAXIMUM SLOPE NOT TO EXCEED 3�1) (T A Berm Eclm - :- - -0, SAFETY BENCH 10' 85oz Tessneer yp I2
V)r BENCH HT.VARIES STEEL P05T
joilie WITH ROCK ELEVATION ( tumbo WIRE FABRIC
APPR)XIMATE HE GHT RAN&Ei 25' B FILTER FABRIC
-Ve 00 'ancl I7 e I0 WIDTH t f 1 7,� Ch in Pressley n 10*1
IVARIES- PROXIMATELY rizoUND LINE
112 OF HEIGHT OF BEN FACE BOVE Gilbert Proposed Berm WIDTH Patrick Provide Rock Inlet 111TH 0 ,i 3 r f 4 ------If/I,/ I 'T IBerm (Typ.) rrOTec Ell ora r MIN.
iffings Disposal&Sttora NC E&5C W Std.6.55 /J f//1 )lt, Ex jj j ANCHOR SKIRT MIN.OF 8"
isting Pit Us
_1
Permit I
4 Permit Li i50; STANDARD SILT FENCE
f TYPICALCROSS-SECTION - PIT Capitol NC5ECDM SM.6.20
Funds Inc.�7 ropose Berrmn IIExistin PLACE MATERIAL FROM EXCAVATION ON IHILL SIDE OF FLOW.USE ADDITIONAL eEnergy
Duk DOW Permit Limi A \N ( �//////, /// j FILL TO ACHIEVE SPECIFIED HEIGHT AND WIDTH. , I ) /.� E t
NOTE: �ES MUST PROVIDE I \/\4\ 705 York V min.NCOOT#5 or--- 5' 2
AL POSITIVE DRAINAGE TO EROSION I Road LLC #5 Wo d Stone
21 MIN TI.n
CONTkOL BASINS, 6'Min
Top Elevation of 5tormwater-Weir Eley,
jSediment IDut Elev tion 4' Min.IS'
r Z 2- hick apron
+FLOW x St g er 10'Min.
r Hall
I Key in Bottom
IA4� a His&Hers
4 6'TYPICAL Associates LLC L of Rip-Rap
VARIES Carry kip-Rap up
R 3'MIN SEED AND MULCH DIVERSION CHANNEL AND DIKE Gettys way
IMMEDIATELY AFTER CONSTRUCTION.CH005E Sides of Spill
P 10'Min.
AP ROPRIATE SEEDING MIXTURE FROM THE f3'Min.
SE DING SCHEDULE.TEMPOPARY DIVERSION DITCH Brenda Class 1 2 Rip-R,.
I2'Min.
NC5ECDM 5TI).6.20 `/ 'L, b 0
F d
i as
IIIExisting Pit Spillway betail
f f rIOULDERS I ��"3 , ) I Charles Street
3'L.3'v1x3'D Tailings SEDIMENT BASIN WITH ROCK DAM
ft Pond NCSECDM STD.6.63
James Falls
ISEEDING SCHEDULEFOR ALL GRASSED AREAS
ji�4 in r Exist' Permit Limits
--,__-HIGHWALL Albemarle Culvert SEEL)BEI)PREPARATION NOTES:
US Inc.f trl,,, �( � - Existing I" : -_-Z �1 Mf\,�_�1. \ I
Surface water measures are to be installed according to plan.
BOULDER BARRICAbE -Culvert to Pit'I) t01 rrl 2) Areas to be seeded shall be ripped and spread with topsoil(if necessary),3"
deep. Total seedbed prepared shall be 4"-6"deep.
3) Loose rocks,roots,and other obstructions shall be removed from the surface
950 t-S 41 o so as not to interfere with the establishment and maintenance of vegetation.
Charen Hannes Surface for final seedbed preparation,at final grades shown,shall be reasonably
Sediment Basin Design Calculations (NCDENR Std. 6.63) smooth and uniform.
0 -4 Settling 4) If no soil test is taken, provide fertilizer and lime according to seeding
Bottom Bottom Spillway Spillway Weir Top of Berm Drainage Storage f/ �7 schedule. In addition provide 15 lb./1000 sq.ft.of super phosphate.
Structure Area Volume Q25 Length (ft) Width(ft) Depth(ft) Length(ft) Depth(ft) Efficiency(sf) II5) If soil test is taken,provide fertilizer and lime according to the soil test
Mar report. Soil testing is recommended.
Exist.#4 1.36 2,448 6.5 50 25 4 8 5 1114 It 7 ") ? 71 5 tin 1980 5.4 66 4 10 5 2087 1.10 33 a Exist#1 4 Mariett 6) Lime and fertilizer shall be applied uniformly and mixed with the soil during
Iseedbed preparation.
( I j�\ "I I -! �,� / // / / 7) WATER all seeded areas and keep moist until new grass is established.
Notes: IIICalculations are based on Rational Formula Q25=CIA, C=060, 1-8.21"/hr. Weir Formula Q=CLH(1.5), C=3.0 H=1.0 L in Settling Efficiencies are based on Q10 435 SF Berm footprints will be modified in the field to allow room for has' s to be constructed outside defined stream buffers. I e
.7�00­� I Temporary Seeding Sch dull
r �),�­ , � , - -Ir 7 PLANTING DATE SEEb MIX (lb/ac)
I ( j Piedmont Rye Grain Lespedeza German Millet
r j -7 /j f ry Culvert Sizing and Rip Rap Apron Design (NCDENR Std. 8.06.5) IJan.1-May 1 120 50
,,,5V Ibec.30 120
May I-Aug. 15 40
Q25 N125 Dissipater Length Aug.15
Culvert Size I V/1 24"HDPE I 19.0 1 6 6'x 20'of Class B t Albemarle Costal Plain Rye Grain Lespedeza German Millet
Jan.I-April 15 120 50
5t US Inc. _V April 15-Aug.15 40
Permit i1irruits ft Aug. 15-bec.30 120
S Yl G-\ Pit Discharge Outfall 001 ?) 1-1 I Mountains Rye Grain LeSpedeza German Millet
Existing May 15-Aug. 15 40
r1L Aug. 15-bec. 15 120
Perrmt Culv Martin -1000 lbs/acre 10-10-10.
Fertilize seedbeds with 2,000 lbs/acre lime and 750
Marietta Mulch with 2 tons/acre clean straw or hay.
Lease Area Tack with rapid setting emulsified asphalt at 10 gal./1000 sq.ft.,or other
tacking agent approved by Owner.
25 Buffer N� For Permanent Seeding information refer to Std.6.11 in the NC State
f Erosion Control Design Manual.
IExisting Pit d 25'Undi sturbe Stream Buffer Class a Rip Rap
Raffle(Replace
Existing Ievery 6 months)
asin#4 f r 4_,Albemarle X,US Inc. Basin In a I n f 66%ic
let Basin Outlet
Length Length
ffit ­V Ii_20 IB kip Rap Baffle Dimensions
Existing op Width-2'
Height-3'
IBottom Width-8'
Culve.,r Class B Pip Pop I f le III
<�7 \ I y /14 111r.,Co Exi t,ng CU I Existing Processing Plant L kpile Area rl and Stoc Existing Processing Plant ;X Legend
(to be relocated) r- 'F� r\r PERMIT BOUNDARY
Y LINE
Albemarle 850-j Process US Inc. 1'rea rient Basin'-L 25' Buff
25'Undisturbed' >> >> >>TEMPORARY DIVERSION
Stream Buffet-J4 BukFuel/Oiii goo I Storage
Buffer crmit Limits Area
J" BASINS
mployee BODYOF WATER
Builaing r IBUFFER*
Existing,PeriTUL­11LIS If I *Buffers classified other than unexcavated are
"r, Future Fit listed on map.
(to be developed to Y, Limits arain internally) B:50 r_1 70 ICURRENT PIT artin Marietta Lease FUTURE PIT LIMIT
50'Undisturbe M
d 0 Stream Buffer Basin 14, to BlytheConstruction L Asphalt Plant Site Exi tit 4L 820 I 1/� f/ ( /� Y" CREEK
Culveri IIIFUTURE BERM
IExisting Culvert 00 f i-N, � :;-/to be removed once pit development Albemarle Albemarle'( ocated ket �ro,de Rock In et has captured all runott'lrole�l US lilu. Processing Plant ion US Inc.5)(NC E&SC Slid.6.5 EXISTING BERM
C& RECEIVED
I --------------------------------------I i A
out 2 f ItPROCESSING EQUIPMENT
,ffe, f LAND
I/r 17 Sallie Weir Permit Limits r ,a-Heirs Nil, 1, ­111iiiiiiiii Albemarle'Culvert jExisting /Z�rot,,, L (fLf rj I *Current Proposed Change
�1)Permit Lijmit A e" East Division
Affected in
Acreage Marb
US Inc. f Acreage
IX4 Acreage
Carohna Region
Mari
a "Tailings/Secliment Ponds 1.7 -1.7 0
Z- L "Stockpiles 6.4 -6.4
0 IWastepiles 26.93 11,77 38.7
Albemarle > Kings Mountain Quarry
us Inc. IProcessingAreas/HaulPoads 85.98 28.42 114.4
Mine Excavation 148.76 -7.19 156.0 Mine Plan
1--" PHASE 3
LTI -"IZPH 5
bl, 3 Other Unaffected 106.78 -38.53 68.
7 SCALE V 200'
I236.37 0.70 283.3 Date: 4/19/2024 Scale: 1" 200'
Total Affected Acreage
370.15 7.15 3 Design by:
Total Permitted Acreage I Mining Permit #49-01 Locate(I.Kings Mountain, Clevelandl Co
1 lRevised to Update Site Conditions 6/202,In by: JN Site Number:/I *Current effected acreage based on currently approved mine plan. 0 100 200 400 600 800 1 No. Revision Date: jDraw
5( Acreage is included in other category calculations.
HACharlotte Quarry Files\Kings Mountain_44401\DrcVVings\Mine Map\Kings Mountain Mine Plan Revised 2-2024.dwg

-' - I I
I
/" \ / \, \� I � � I , i I TYPICAL BERM CROSS SECTION
✓ \" / \. '
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- - - 50'-O" 15'-0" 50'-0" 20'-0" 50'-C" 15'-0" 50'-O"
- - -
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o° \ ,\� / //r , C / ! ( \ \ / SI1 �f/ / S J 1 I ) S 1 � / r / f 1/ �--� - - - - -
N j / 5 ? z 5 / r�t / r
\ / / // \ - /� j J t �, ( / J J I , If �r r� ( / 1 ) G \ \ _ / L� \\ � � __�, 1 J I 250'-0"
1 \ - ///�✓i ``\ ` ? l,J J f / r / 51 /, J t ) f 1° 1 fir") ' I( I C• \l \ -'_,;� /' r %r/�Jr \\\ /\�/; \\ �' / / 1 1
/ \ \ l ✓ / r / / 1 \ __ /' / I / I / / 4 ! d \ --gq,0.�• ! 1 f 1 ( // / - l / - \�w ,^_r i / I/ ( ( / / r J
/ / e / \ / ( ( ! /r ///1 // J I I \ r^ / r l i% \� J ( ! / \ Notes:
9s \ i / ,\ \ /� ' / y / \, 1 f / / / f 1 J r i 1 s ) \ , - William K b / r o Cleveland Rid e /// 1 \�_ (�! r I / � I ( I 1
Zj // \ / 1 /� - f cb•, 1p ti J ,/ P 9 9
/�// ( \ \ / ( ( l \ /( ( f (} / ; \ \ \ g g O '\ 1 )Slo es will be tracked durin construction to aid in the establishment of ve etative cover.
o `"1 \ \ C s r rT ti ! j \ , , /r f > ( \ L - 1\Qauney i `\ I I C ,///� _\7j"/ r / 1 r / f( r 2)All exposed areas will be stabilized following construction
// \ \ / \ / \ r ti J C 1 } \ l J f \ 9J/ / / J/ r
/p 4,y /�/ "� f J / \ !/ \� J( J ( 1\ \ \1 r J // l -�" - 3)See Seedin Schedule for ro er stabilization lanti s.
O' r \: ? \ \ \ \ o/ / / r \ , \ /-- ) 1, \ `` }� / - 9 P p P n9
°'a / L \ \ -^ r / / / ` \\ �, b S\� \\��� /Il Faun e Realty Inc. tl (\ \ •830 _-- " ,�.��^� f / d t 11 / // r `- r /l v a
p I \ -� ,-,.^ J I �' \\ ),r� < / // J//// y, �^ ,-- _7�•� 4)All berms will be a aluated for the need f slope drains during stabilization.(NCDEQ ESCDM Std 6 32)
` 1 is \ � /, F\_ `\ / ( l\ ee\4 ��'I l 11\ .� �,. °• \ �\ ^ ~ -, - 1,-Z,._ j/r c f j Permit Limits I (\\ \ (� s y d J//// //�o s ' Bennett Street i / /� � I
\ \ ��\!' / ' f �, 2 \\ 1\1 s� \ \ _ _` - _U / J s''S � \ / I/', / --'" _r /I
\ / \ \ �, - ! \ \ \ ) p \ \ �. J r /) I f\\ \1 I/! //rr c-' G" J ! /`�
\ t . r ���' �..- ) \ )ill\C 1'<0; I° / :�.� �� � -�.. �j f J / ( s 1 J ohn Ford s / I i
No Scale �, � / \ ) \ ` ` `, ,,, > / I ( �� \ \\ \ >�1 /J J o 1.� o\ � ',�••920,.. �-"_,--�...,_ .,!^•,� -°�:��,..---- / / r.-, / � f/ ( ! / I/
I !/ \ \ \ \ \ rI / r, t o� �J s 1 �\fti 1 \ \\� �1 �11(, 1 \ r, \ \` _ \^ ---� I V� J 1 / / , �rHetrs / f �/ J SEEDING SCHEDULE FOR AL GRASSED AREAS
_ _ _
`\ /�/ ( � \\ \ \` \ \1 / , // !� f,41 f \\ �\ ( ,Y / �~�r " \ \\ ,1��(JJ'�jJ.) `•\ �� _ , - 77 \_' _ '~' '� 11'111! 1��I'' !fr Wayne ! 1
_ _ /�
�; , r - `Jl \\ ( 1 \ .-. _ _ - - `` I} 1( y _ Slocum ( I L
Vicinity Map /rrr J r \,, \ 1 \ \ ) r r / �� 1 r!r \ c , ' \ . )) 1 w. ------ - -=r : H - - r - - Jl` )r' 1 -
r�/ �/� �\ C \ 1 \ - , 1)I 1 \� �, �/ / \ Randy \r. \ - ,! _. 3=_ _ l...Q-2,..-.--,- _ Existing Powerlmes - = �,� �I /7/I!J r(I 1 L t I I /-
_ _ _. _
- /
�,� / //�ii _� \ ` I ( I •} F �I r > / I ✓ -) Short fie /�� / / I 1_ -1 - - _ `\r / 11�/(/ s Kahill/ 1 r SEEDBED PREPARATION NOTES:
J J \ / / r ' I L Randy \ Z ( S \ j- - I I'(I 3 ( I ) t ��
\ / ///V ! / " "l � l 1`i ~( ° i \ ( 1 ) f// \ \ .y ,> ,,ro,! c �/ �11 /)Jl1I111 r f 1 o�. pp __ _-
//✓/ // t z ( / ) I f \ / .� ) Short � - /// - ll( J I J//l� 1t -� } Ho er ) / - J
/ '\ / � �/, \ � `--° \ V r , 1 1 1 r / t „ � �1 II( /I/// �! f� I \_ ( / 1 Surface water measures are to be installed accordin to Ian.
U /" I ed ands read with to roll If necessar 3
7 r / > / o f t C. l / T I) J// Jl�Jll/ /1 a� �/ \ . /
/ Js �/ i/ //1 \\, r l 1 )( ( l C_� I 1 , /J }1 ) Diversion s' '/ �� / 1 1I��/// / \ o r 2) Areas to be seeded shall be r pp p p ( y)
// v t / l vA v ° 1 f J / j �,
\` i \ . .., / � / r l \ ( ) �\ c ) ) / j > h' ' �J \\ > ( t Berm ¢, ( 1 \ /�J 1 /J/1�1/�(�!% o _ l � Edna I , _ = _ p p p n p.
// /// 1 \ \ ! \ \ t C ! / eo. �/ 1\ �Yp) ¢ e� / / \ / 11 1 1 S \ ,^ ,/,. \\ \ v I essneer \ -j�' )
- \ p dee Total seedbed re ared shall be 4 6 dee
'-- / �' r I, 11 / I ( / ! c/j a /\\\\ //� \ O� �ro j1 ) / t ,�, \ ~ \ �` r 3 Loose rocks,roots,and other obstructions shall be removed from the surface
---_-
_ / // /� w\ 1�\� \ /J/,S ��\� ) 1 1 ( /./ � / 1 l ✓i s3o _--,�'� \\1 � 4 ` '`\�' �-`-ram /�_ so as not to interfere with the establishment and maintenance of vegetation.
/ij ( 1 III' : :1 \\\\(f // ) 1 / J 1 �r / Mary i,S \1 �' j 1 Ch / A JJ/f IJI �^°- --- \ '� \ I n \ r r 5
' 1 _ r - \ _ _/ \ \ \ (( Jonte } _ I Surface for final seedbed preparation,at final grades shown,shall be reasonably
!/ / 1 ( J ) r /^ 1`11 ,( \ 1 / i J < I h so \ \ o� _ �1 ( _ --J ,-r- I // )) -r r J smooth and uniform.
/' rj'/ /%%r a J ( / �( i( � r \1\ IIII , I \ , -_ w Aa /'�,ll!,qor f \ a l b \ 1'' I I r I ,�- ~�o <1 1/�/y/ ! Stumbo l� ._-> -
/ / / / ( 1 5 I ! \\ ) \ a+✓ ry , /,1 r ;11 \ S L / 1 / )/ g2 - ' f / and�D�e-_=--_ 4) If no soil test is taken, provide fertilizer and lime according to seeding
/ / // , I ( Jtt > IIII )\I1 I 1 1 zr ry Tres ,r s r \ - r P \ / I I -^\ \1 //1/r e < r Woo& A _ -
J I .._ �__
/� r�f� / 1 I ��y / ( J 1 \ `'�, �r Sle / ti r \ 11 I `-- �� n -I r t J / 1 h r� schedule. In addition rovide 15 Ib./1000 s ft.of su er hos hate.
}
\ , / / / �J / '_)/)f l( � 1 1 II\ I I � I I S \ \ 11 / \ \ � 1 I I ` \ // r ) v _.e , 1✓^ p q• P P P
- �/ J /� ) rr / 5 Gilbert ti ° / � " - -,^- \
/ �/ /A / i° / /'I r��/ // / �i% / /1� I H I \I / M l y /\ \ a /r l l I I) `) r�J\ } r r _ - / f�}J r _) J
\ //' /ri ,_ r ter''' // 1 1`1 Patrick ), $' � I( I j \ \ J r �1 // 5\/`�� / r / \f < ^`- / i I 5) If soil test is taken,provide fertilizer and lime according to the soil test
I / rn \ I t 1 I Patrtcia 4 ( \ ti 1 � �i
/ �/,///,, , r {/ /%/ /% i l( 1 ll \ I r Richard \ �p /_ 1 1 1 / 1 I l r /r y 1 -i r. p 9
\ r Chain ion f I) I I \ o r s ��1 fin \ f 1 \ %� ( f 1 ./ ^� re ort. Soil testin is recommended.
I / t7/ / /• t /- < 1� p I Pressle )(1 e � \ d f•�YI \\// r S 1 1\\ \ . 'r,Ji,- // �V/" I
/ / /� /! J t ) (/ /i/' / ,✓ 5\ \�l(j11 y \ + arietta \ ) ) �) /f✓ r ( r �� 1 / !
�) / �,/ �///I �� 1� I I )(1 I/J�y Gtlbert v A�\11�\� -�� )A}1 �Il} A1V /i o rl 1 J // l l �� I ( / 3 1 \ a a� / / 6) Lime and fertilizer shall be applied uniformly and mixed with the soil during
�JJ / ? 1 !Jl((/ \\ \ \\l \ ) Diversion \ \ / /
J / / \ \ } / \ Patrick ( \ �'` / ) 1\ \\\ J I S 1 / \ _ \ f / // /� / seedbed re oration.
/ / l J l ( I 7\ /ii� ) r I \ \ \\ I r l )({11 SI �aa \ \ f v \ L ,,.' ( ( t P P
/ / / , 1 ( I 1/(1 I \ 1\ Bexm r \\ 11 r { F { 1 �` Fq
/ n : I / III � �-i" L ! ( \ \\1-i etio_ 71b,I )(/r C yp•) 1\\ \\}\1\\ =9a�a ap / N 11 I \ \ \1 lyl ) l ` `�, 1 \ 1 /
/�� //// /�/ /, ( / I \ \ / , \ �� � s , �-. v 1 I <�, .., .�-f- 7) WATER nil seeded areas and keep moist until new grass is established.
-- / \ ♦ III I \.- r• 1 I ll \ } \I 1 S ° \ / r/
l / ,,>y / l f < �(� \\,\ \ `\� r / } / \\ II 1( 1\ I r 1I l' ) -1 „ „ r/ -- ,
_I I / / //r / ) � ,I\1\ ;\ � \ / 1 \ R ✓--- )//� s a 1 ( 1\ \ l U 1 ;I�� \ \ - r.
I I / / � \ \ 1 \ - 1� I , r _- / )1 t , ! \) '� /"rII I'll` \ t----`-- , r" ! I
�,r.,... _t 1(( 1 �\\\ � \.� PexnutLtxnits Jr ( )
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�''; lrlJ I ' 1 ) \ �\ 1 / r 1/1/� @�1 ( ' \ I-J I X��\\\��-r !(,// -° r _ ,- i�> / / LAND QUALITY SECTION
f ; , /f / iL ) //, r �� 1 \ ' a l -- /�_ \ �\ vp// J / � �`�.� _ -
/ \-.1
/ / S I//�!/ / \\ / I / / / \ �: - / /
/� /// ///�//. ' li� '�. T //�r_I ,./ d y I l//l I/ i / v A. .� / v v � -__, - /i� 1 /
/ '� (/ I /// %// ! Plant equipment will be removed. ../ -e - ,.�i
//� �� I I /ter: y by v�-� v I/�/"/l, /, //J/, Plant site will be graded and stabilized. �/s )/ '� / ��r�r �- -) �/ ���i
J � �� l JJ/II II r r// Positive drainage will be directed to the / �} / r/ �/ (v //
l' \ /;'' ��`\ / /( Ill s J/// // l ///r // I���l / existing pond or Kings Creek. t / r' �` \ ( /
lJ� / 1 //Ill/ram J 1) lJ ( / 1 v v I 1� /' .-✓ _ " (\( \ A\ / / / ! �� �j
r'� /`i!, /l it/ I �� ^sue / (���/ / (. l�' �!" �// "1 �!/ ) 1 V �v ti /1`� �\ a r r r
f/ / '', / ! % �I , / �� Ill\ / /r )1Vill\\��1 /1 / �I I lr JII v\ r r /
/ ��/✓ (/' i/r K( 'I t _ / I ( - 1 \. J/ �� / �� X,
_,_ / ( (( / / / / Lz\J . Jllll 11)(/ � /I11 �LJ��// _4 ! I I r ////
�� / / _ f /l C I � 1 \ /i / L- ��/
\\ ( �� !f //'(' (� Process runoff basin will v ,/ / -- //
�Jr � J j 1, � � '
/ Albemarle __ A f % ! J �, ll / V _ ',,// -_/o r
^ / \ '`11 1 -`t If i I filled and stabilized. \ \
/ / /1 1
',_ ` J �i/� i(� , /,/l/_ l ,/ � \ � ;r /�/i-, / / % -' J Internal drainage structure 1 �r�= f� \-\?\ / �- i
i � 1 _
_ US I J
\ r j 1 j� (%J% t�` ��// T�,� I( \ ( �,V,;, , Ij \ � _ � will be removed. ^�
( / J' //�l//rv� / t� "fir/��///`�J1 /� t///_ ,�,,v7 \i�-�i � (/ / __ /�f� f/�r�,//i/ ° ° � / �
'// Il' i� l l 1 ,: n
i �.l \ I \ / l f
r 'V / / �- /i ( / Buildin s to remain. J / / I' / I v I / M I
i/ 11 � t ��% , / I I \ // / �K r /
'^%�-� p
v/ / rJ 1 lr �� ! ) I' J I,��Il � i'g80, - , �/ / g -\ . (/ -( � / / .-;e- �\1l A / / \ � 1�1(Jl I -0lt I /' ,�/ Permit limits
�i" ADJACENT PROPERTY LINE
' 1 ��,�11^ J ` 11' ( 11�1\`� f \ r ,1/ / / Aboveground storage tanks to / I I I i (( r ( r Jam/ I \ I
` ,. Ijl"�,�Ir a -, 11 111)111/ , ) ) - / be removed, / ( I C ( J\�� N \�) \~ 1 r J J % W Il}I�I) �� �s / J :
31/` /` 1\_/ � �' III) III (1 t / r / tJ � l /!f �� 1 c__�jJ /
II I v r - / - x -% / / BODY OF WATER ��
�1- I III IIII \ ", / .: � / -- � ll r � ) / / \ .,� l -- � ,L, / / --,�-- �1 / /i�
I
!iiv✓ /�J III a (�1 1( // -- // / 1 I f //' /� / \ J\\ \ r /r� -- - a 49 j /
r -/-/ 1 \\� ,, / 11I11 II II \\ /r / / ✓I 1 / :_ / / / \ �/ = / / I /
S s /._ - (. / \\\ IJJ 1L `r / /// // /:l � - J / J JJ/r- _ / / r �� J r` J
/' -// J/J�, / f /f r`" f` 1\1\ \\ ' /i/J //��1 f ,/�/r� l / / r /i _ "�, �/!�r �\ \\\�-� Paved road at entrance wily ( d v' // / r i /
I �((\,. \ � /i- /! I / / - / �. ram/.- /, / //l ::.�-' ��-`---r a /
-)J - / J \ I1�\ '7 ,\ l /r �/ , / -� ( / / _ - / \\`� I\c`�. \ r am.- �/ / r,r i EXISTING BERM
.1, v v // �/ / - % �� ( r_ �. remain. A ti .
�C _ .- _� f ( r / / // / ///f L ) / �r % L \ \ Buildin to remain. \ i/ .
P Permit Limits ' /' �J I�I\\ ,�t �(//r l/ \ ( /V \ I / / /Jl ✓ .._ r / ! g \\� ``r\ / /
�`-_ J J/// - �. _1\ rJfj. ~\ < �)'/`'Jl I/ L, � ' / �/,' � i } J. / / I \ ,� �JI \\\~ /J/ /
4 l( .� -=- �•.:-t \ 1 \ y ,\I, \ \ I ( \ / 11 ( Permit Limits, 1 \
\ i
'� ) _'`- v ) o /j / ' 1 \ \ t ti J ) l \\ \ \ 1J S/rG' ( r✓' '°�\ r _) \\ //,'
\ '--_ \
/'' ter% ti /� \ / S ` , ! �( \ ' /I� / ( \ \ �K \ '
/� =K l rod% /" 7l/' / ` \ l ///JJ J/ / J \ \ �> \ \
y'�ys -_� �� _=�ti� l // �j_ 1`1If �� S _\ //J1 � � /ice.. /�� /���?'\ \\/\ l I (1 Ir(((�•;J / \ \\ J` �\\- \ /i// \
�" _ _ `�-� %1� //i n I 1,-, \ o /J//////'/j/' r eso`\\\�!�, ft /r / '\L ,�1,, \� 1 mt°VI 1 \\�\��1�s i \ \\ \ y �^ l\ / r--1 \ / \\ \
`, /,( \ 1(, \ 1 / /I/ /i � ///( a 1 �\ \ k 1I`�`�b / \ \ r \� \ (I / (j / \ NOTES:
f _Lw JJ f J,`�/ J1 ,e v- // -, ti ( i�,' h cI1 ,__ / V \
� I t \ Plant equipment will be removed. \ �I/ )/�' s/!/�' %, �'.,cam/ It - s�~\,- \ 111 \) I •uq ( \\ •.\ �� - \ - __ _ �-, \\ /r� /r �,.\
�\ 11 g r t Plant site will be graded and stabilized �/1�11(I )I�(/ >\ �,; `" ��1 r'"u� \J�1\`(, \ v \`�\r\v\\ ~ \`�>-�'_ -. \ \ \\ \ 1/ /�/ \,
-)II/ 1 , and positive drainage will be directed Il\ / r Jll( \\ --s - z \\\ • � -, . �, \ \ \\ \ I \ �- ;`�,\ \ \ �,r ` 1 All un cued areas above water level i.e. road shoulders berms dams etc.
/ - = \\ < internally into existing pit. f \111��'/ r: f �11} / r i � - - ( ��, `) L �` e ,, \ `�)\ 1 \ - `� \Il) �\ ,/ \,\ � � ) p
l l \ \ \ > > >
Albemarle -4�,J J \\� ,\ „\ , _ � �,,, I''IIu, 1} ,r�/�/J%, ; „�ti \ ,J �� �� r�-r_ =/ s ; I-�` ,�, , \ ( ) r i-�` �ibemarle , ,/, //' to be stabilized with vegetation. If sufficient cover does not exist, overseed
' .✓/ \ \\� \\ \\\, 1 �i) / \ \\��\ i s �` X11/ 1 /,/l �\ \)\ / j \ _ :,` �, I() ) / <V = - ) \\
\, _ .1 US Inc. /) \
Us Inc. \� _ 1 l ll \ / / / )11 I I J / r J "� 1 1 \'�t as in Seedin Schedule.
! \\\)1\\\, \\\ \\ )� ( 1\(�\`\\ r\\\�til` \ \ ( /;'/ / � J J 1� \ ! f / \ r / l' \ \\ \ �- •� sir /// % \ \ g
Q / \ o ,\I�) \\° \����\ \ `l\. �/r/// /,.%/ `,? I((, S� /// --// �_ / /)III ', , - �� �- 1 ,,r�� \\� J' \, J / �. / \ //``
r _
�.\ \ I 1 ( ( �, J1 / / - / �`- it ) g p g p Y
\ �l/1i1�)li t \ \ �� \ -- 1 m Jilr� �I/\( J� r' /J ) -- _ \�� , r - v> - - /� \ 2 After seedin as er Seedin Schedule berms and slo es be and road
\ `� } �ao J�I,I111IIt 1\ ✓� \ Il} I(s' 'o �J�� /�/ (\\✓i/ /\\/��// �) i JI- - '.1-� s:- \ \` � j Bp i r� c' ;
l o ) ( 1i)II III( \` , ///1 r ll` J SI ,/ ` -i r. r -' \� i r=. �\ \ // r y° I\�
l / /� �r / r'//„� shoulders outside the office area shall be unmown and allowed to revert
to natural vegetation.
l \I It \\�\ ll "i f_/ r , / J C, / / t" r ) \ �r , r \ r/� r i//rr y 1
\Z � (\ \o \ 1( ( � < \\�`� ��, (iIII ( l� 7 \ l /, fl / II ! / ,�/!. � -J l / � \ 1 \ ��,//,, �., \\\ \\\�- >v / ,. �1�//Q ) 1 ) �� \
_ 1, ��
\�\ \ ,V Ill�A �, v _. I I( ) �� / I'/ / /F / , '- ! 1A�`���'i '�1A1 \A \' � �� / %!r r
(\\1 �\t.,Q \ I `\ \\,, ti \ , 1( `o/ \ J/i // / l 1 ) ( /j� J� ) �y}_�a - J \-, � - 7,1i`�1 \\\\ .,t.° - _f, / / 1
�VA\�� �' / �� r / /i/ I � 1 1/ - 1 I } �- i �� A\ \ '/�/�/ rl'/ A\
\� ( \y 1\� , 1 \\\-`\.� _�- a a / /Ill i y J /,�/� c// ( \1 S 1 i-' ^- t � \ - .--"_ ryii I / /
;ti\I \1, f , _, "_ (( J , I (� 5�� /�f /( C' rr�. r -f J _ _ J, ,/ / , f / 3) Berms are to be built as material becomes available. The extent of the berms
,' � �� 1�\\ l \., I �� ��\ -= J //JJ(()I /.i / ' / J s/ // 3 f S / V ( / - -^- \ 5--.%-i"ram\ /�_
`�\\1)),�i ` ( \\\\\ \ I s �`� J > __ ,_�_ \ _/ / shown on this plan are anticipated; final dimensions may vary.
\\\��yztr. \\ \i v! / Z l ��_ > I Permit Limits /,r_ i / I / l ` ( r °v' \ \ y ,�-�
`✓'\ \ao � Sallie Weir ;I\�I\\\\\ r^ vL ,t \- % Ilt (1 ) t / ( ( / r , o \ _ / \ �� \
\ v �, �, v \ Imo;. ll ( / t '�
Heirs ,\))\\ \ / ,:, .5.� - 1(l ! )r 1 �„= / Albemarle ` 9 < w r
f r J- I
\ (Sv I II,I f �\l��\\1 �L' �I /r%-"� \�\\ \ \�\ T-_ 4 y�I�'/j t/ / r� US Inc. i l 1 j \ 1 ' _ - \ ---%i
\\ (nl/ //y;1 N1 ! a� //�//{ r l l/ \ '\ w //j / \c \ ()�\\\\ �-7 :,r'\ %///'/ - / /'' � ( ` I / r 4 ?t\ \`� \ \1 ,;J \ 4� /
,�� 1. _ I) ) �Q l l l''.i 1, ,.\ \ a /�/'- 1 \- \ /�.. ? ( (/� ( �,.// n. ,(\ \ - I` `'"' - \'-`` \ \ � _ _ J-'\ I -
/ 4/� 1„ f j ,,V 1 �l r \ \ �f r/// ;\ �i l \\ \, ` I /) l r /-1 ` `\\ r 1 1 , \ \ ti. \ \` u )r IL ✓ ,-,
/�./;I: l,', l/ l /� / /// f` C l `1 =�`��1/J///N�1 r \r 1c( \\ �1 I �- k. '`�
// l /.� \ Q / !> Albemarle by \\\\\ /r -
'', / V �,
r wl
/ (l I 1 , O' J) t Il!�l nJ��fo(/Pexnvt Limits f°= / 'j/ / i ( 1 A\- V`� �7 ° ti \ 1
\ -
I(( /( ti !(J)1O11II /J , , \ Y ( ,rs �; 1 I/ )\� }\1 �\\\ \ ... ^ir`�, \ \
1
1? �J / ((( 1 1!` \\\ �� ) /r/- US Inc. \ / n.'f 1 \ --� 1 . s \ �'
))l, �l 1� I ( � vAjg''i( � � \ , �� v '� , I ,fz ; t J 1, I vv ti /
- - Martin East Division
I11\�N \ I m S /i/r _ \\r F e lr/J/ r- !` / ( ' \^ I \ �) r \
y (\ \, �„ �� o! �I"'r/% \ �`\�� /r .J/ ;'/ \ 51(, ;/ /� p / \,-� Carolina R on
/ l I ( /„/,, -ti \r 4 /� ,, , ( J I , ror \,1 �_,,, egi
\� , \ ..___�\,� \\ �. �/� � ,� , t _ �. � Marietta
\(\ /1 ! I:Ilf �� t V �� 6Ao�w, / � 4 \ 1 „�rJ%I / / (((l 'r 1\ �((\� (L V `' J ((/I//=��ti�-z - -
1 I. (' \
I / /I f J / \\ \\ \ �' ) f r 7\v \ J /
L � l v r , �:� - v� a / Ki M ntain uar
---- --
y r �,\t. n s ou
\ y(I y Z� �\1\ 1 Albemarle \\ :> \ ,/ ,_ f \ 1 /
/I' ( ` l 1 r r o /J �,l vv 1 ,s
/ 4}\\1' \ ` }� �� \ ` US Inc. �- � "" � ( \ � / / %��\�... f// f \ \ " \�� J S, J /' i !r//(l l //1� (/f/tfj. _-_ g � ry
\ ( \ \ - •
��� A�\ .� '�j�� - y ,/ i(�, irk lu�(lul�il I, - -- = -! `���vv yr
\ / / \\\ )� r ,/, / 41(((((i//� /(/ - ` \ >>, Reclamation P an
/' \ 1 // / \__�- r. SCALE : 1 = 200 Scale: 1" = 200'
J � 7�// '
.ri" / / , , )�///�����1"IKI z r// l " \ � \ ./ii��/' a 4/1
Dat 9/2024
( � /j� \\ J --/r i/�'r ' - Desl n b Mlnin Permit ll49-01 Located:Kin s Mountain, Cleveland) Co
/ \\ o \ / / /�/�f ( Ii /, / \ l \\\ \` � ,. )I,'"^/ � 1 Revised to Update Site Conditions 6/202 - g y _. _--__g _,.__ m -__.__ g 1
\ �' 4
V \ ; / �� " /'' ��T"/r�//� /1/II �) r - AV / 0 100 200 400 600 S00 No. Revision Date: Drawn by: JN Site Number:
J J/
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