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Legend
1-11 Boundary Scale: 1" = 150'
Parcels SCALE IN FEET
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2 Ft Contours 0 75 150 300 Page 2 of 3
10 Ft Contours
Impounded Water
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H1 Boundary
SCALE IN FEET
Parcels
Streets 0 0 25 50 100
-- m 2 Ft Contours Page 3 of 3
10 Ft Contours
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ImpoundedWater � ��--°t b�'� °, ',w ,� ``�?-. Figure 1c, Detail 1

LEGEND: _ ISSUED/REVISED FOR:
LEVEL BY DATE DESCRIPTION
EXISTING ROAD '"�- APPR.
EXISTING OVERHEAD UTILITY OU OU -\ ISSUED FOR
-\ A NVB 12/01/16 30% REVIEW
EXISTING GRADE CONTOUR- MAJOR /' \
B NVB 08/13/18 ISSUED FOR
EXISTING GRADE CONTOUR- MINOR REVIEW
v C NVB 08/22/18 ISSUED FOR
FINISHED GRADE CONTOUR- MAJOR X \ REVIEW
FINISHED GRADE CONTOUR- MINOR / �d "� ���� \ D CHT 08/06/19 IS SUED REVIEWOR
PHASE BOUNDARY ,/
SLOPE ARROW SLOPE: %
SITE BOUNDARY .- '" _ -� 0 O
s �
°� ' .
O
� EL 0 31
O
APPROX.SLOPE:-1.6%\ — —
— — — — —— — —— — — — — — — — — — — — — — jr
,
O� a,
0'
PROJECT MANAGER: N. BASS
EL.951 75
ENGINEER: C.TOUARD
i DESIGNER: C. HINES
EL:950.34
DRAFTER: C. HINES
DATE: June 20, 2024
APpR EL:951.85
/
SCALE
-o.s, 1 _60
/ CHECKED BY:
M ELEC. APPROVAL:
_-. �� - • CIVIL APPROVAL:
�V
APPROX.SLOPE: �� NOTICE:E 2, � ,.
1; THE DATA IN THIS DOCUMENT INCORPORATES PROPRIETARY RIGHTS
//
q: �J OF PIKE ENGINEERING LLC. ANY PARTY ACCEPTING THIS DOCUMENT
\\ \ o� / DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE
9p DUPLICATED IN WHOLE OR PART, NOR DISCLOSED TO OTHERS
9
BOTTOM OF SWALE 30' �.\ A4U �` 1 EL:950.34 WITHOUT THE CONSENT OF PIKE ENGINEERING, LLC.
940 \ C Jr CONTRACTOR SHALL VERIFY ALL CONDITIONS ON JOB SITE & NOTIFY
~ i \ QC / ( `1 PROJECT MANAGER OF ANY VARIATIONS FROM DIMENSIONS SHOWN
`J ON THESE DRAWINGS BEFORE PROCEEDING WITH ANY CONSTRUCTION.
95.0, . lk-
_.... . r - ROJECT
i EL.9
ti
fEL:942.15 9 h � - 50.9 ��. /
P
60,
e
HAWKS TRACT
BOTTOM OF SWALE CLEVELAND COUNTY, NC
BOTTOM OF SWALE
TITLE:
o � /
rn
GRADING PLAN
-- °+ 2024 Mine Permit
s
9so EL:951 MocI f Cation
PROJECT DESIGNED FOR:
_
�EL:942.15 /
IMERYS
PROJECT DESIGNED BY:
� D
ENGINEERING
PIKE ENGINEERING, LLC.
/ \ 123 North White Street
C Fort Mill,SC 29715
— North Carolina COA No.F-1217
l
SEAL
CONCEPTUAL SITE PLANS
NOT FOR CONSTRUCTION
Legend '�
C,
• \ 9 \•� 1 �`'° SEAL
Hawks Site PROPOSED VOLUME TABLE
CUT FILL CUT FILL NET FILL FILL PER YEAR NUMBER OF `�
Plant Area NAME YEARS _ �� �` ��' \� '�`� \ \ \.� _ _ Figure 2
FACTOR FACTOR (CU.YDS.) (CU.YDS.) (CU.YDS.) (CU.YDS.) REMAINING g
Reclaimed FG 1.00 1.04 28,972 398 368 369,396 32 922 11.22 �\ I V� �' r
Stockpi les �- ,.;
I NOTES: r
I Tailings STORAGE REQUIREMENT TABLE 1. 11.49 ACRES OF DISTURBED AREA - t
` J t _,�' 0 / , PROJECT NUMBER
Waste Piles `'''`' ' 17491 -000—HAWKS
TONS PER YEAR LBS PER CU.FT. CU.FT. PER YEAR CU.YDS. PER YEAR 2. APPROXIMATELY 13,899 CU.YDS. OF TOPSOIL NEEDED FOR 9 OF COVER OVER CURRENT '` � `�
60 120 40,000 90 888,889 32,922 ���
Feet DISTURBED AREAS ` /�/ DRAWING SHEET No.
°� ` ,r i'�� No. of REV.
01 01 D

e�C, ?e F 9s q o
ISSUED REVISED FOR:
yP 9�}Aes�,� ?s14,o
ss,�'PoA LEVEL ABYR DATE DESCRIPTION
LEGEND: ?`
FG C ?1j° 3s, �° ` s P� �C` c. '�ts�,o A CHT 10/10/19 CLIENT REVIEW
EXISTING ROAD �yF 'ma c Dl ?sue °?'2Fi ? Fti �10P ?eqG,
ss ego , esgy °Ep ?se3a yoG �O�q ?�°0 0 CHT 11/06/19 IFC
EXISTING OVERHEAD UTILITY OU OU �c ,PFs9;
F ? P S ti ?q °Ss
EXISTING GRADE CONTOUR- MAJOR �9ssq�q ' ;a ��lF ?5 � �y rooti y�o s
e ess ?4,
EXISTING GRADE CONTOUR- MINOR
FINISHED GRADE CONTOUR- MAJOR �� ?�
?F l Se3�i ��9� �4,�F 9S
FINISHED GRADE CONTOUR- MINOR e ` ------
N I.?o/+ "� 9?R ` o�q ?Se3 s's� / o?�,q�
PHASE BOUNDARY ? �� �, o ? FLslhr `92`�
SLOPE ARROW SLOPE: % % �q`y e'`'SrF "�''F ? r ` F 99BSyyF 'may oo
�� �, ?sue ?�a�9a �s°FOP yy
SITE BOUNDARY ""�' s'w9P R99e``�i 9°'a
° ?set
R0'�'s� osscr q �s9sss q y °r
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scseR�/y uw
o s � x `�',� q s ��r� ° esy
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s'�qy 4s r y� "Rs�so °� OU
Releas ? e �q � y°�Yq ��q q ? j %211lkr
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e}�. `'
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s �Os p oe+' s� 611
sRF ?etirq'yq sl e� s Se' Fy ? }q Fssq PROJECT MANAGER: N. BASS
'tic clq ' ENGINEER: C.TOU A R D
?ems��� eg�lgti.�, s�o` s?sti �'S94'�Ljq/ ?ems°s �soGti DESIGNER: C. H I N E S
o '?"• ?°s y o� 9R9 �`� ,.s4n„ �s9R ti slbatf,° DRAFTER: C. HINES
DATE: June 20, 2024
ss�sRos p oo,ps� e'9e qti a SCALE: 1 200'
�c .peF c
CHECKED BY:
ELEC. APPROVAL:
CIVIL APPROVAL:
x "" S NOTICE:
O THE DATA IN THIS DOCUMENT INCORPORATES PROPRIETARY RIGHTS
OF PIKE ENGINEERING LLC. ANY PARTY ACCEPTING THIS DOCUMENT
DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE
C ? v e /fir ?9 DUPLICATED IN WHOLE OR PART. NOR DISCLOSED TO OTHERS
�• 918
T• "� a WITHOUT THE CONSENT OF PIKE ENGINEER( U.C.
.��V °" O •' ?S� �'Qqy ?S'�f1FS y xa ENGINEERING. LL
920' S 8°�yr ei 'Ps CONTRACTOR SHALL VERIFY ALL CONDITIONS ON JOB SITE & NOTIFY
t PROJECT MANAGER OF ANY VARIATIONS FROM DIMENSIONS SHOWN
�ZO S , o O
AP PRO -. --- -- �- -922'- — o- ' ' �p 4i ON THESE DRAWINGS BEFORE PROCEEDING WITH ANY CONSTRUCTION.
f SL
XOPE::�.S -922'� -924'----------� �¢,� s
?yq PROJECT:
0 926 NEISLER TRACT
0IR �� � __ 926 -- -t`�
2'7928'-----�-_ w ��--�--Y ✓` ,. . . S CLEVELAND COUNTY, NC
's< ' 0--930' X
O
�° f(. P X. S E'E. t(I ose�°s� X-- q TITLE:
/ _
/ / 0-934 . _____ -f f9� // �F ?�Fti 2024 Mine Permit
6 j` ., ,/ 9 ' �' ?�; ?CL
� ,;� 99 Modification
y
'-- .�-- -- . 938'—�__ �, t- � F q
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�^ ? q �r s S�' NAME PHASE GRADING CUT FACTOR FILL FACTOR ACRES (CU.YDS.) (CU.YDS.) -CUT +FILL
Waste Piles s�G �4 r Proposed Grade 1.00 1.05 65.90 607,657 584,944 -22,713
'1c 0 1D0 2D0 400 am (PHASE 1 1.00 1.05 21.00 210,189 187,035 -23,154 PROJECT NUMBER
(PHASE 2 1.00 1.05 30.20 377,763 359,371 -18,392 1749-000-N eisl er
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COVER OVER DISTURBED AREAS ' L_ --- Reclaimed
THE FILL FACTOR OF 5% WAS APPLIED TO OFFSET FILL COMPACTION.
Stockpiles
PROPOSED VOLUME TABLE
CUT FILL NET (CU.YDS.) TailingsNAME CUT FACTOR FILL FACTOR ACRES PROJECT NUMBER
(CU.YDS.) (CU.YDS.) -CUT +FILL
t 17491 —000—MOSS
Waste Piles REV.
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NOTES: / \ \ / Q- EXISTING ROAD
1. 61.6 ACRES OF DISTURBED AREA EXISTING OVERHEAD UTILITY OU OU
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ti Plant Area
2. APPROXIMATELY 74,500 CU.YDS. OF TOPSOIL NEEDED FIOR 9" OF ��.� \ \ y / EXISTING GRADE CONTOUR- MAJOR
COVER OVER DISTURBED AREAS � Reclaimed
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NAME CUT FACTOR FILL FACTOR ACRES CUT FILL NET (CU.YDS.) \ (PHASE BOUNDARY 0 TailingsPROJECT NUMBER
(CU.YDS.) (CU.YDS.) -CUT +FILL / 17491 -000—MOSS
Proposed FINAL ;�° / \ /' SLOPE ARROW SLOPE: %
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\ \ \ I LL. ` f ' \\,\��`"rw� \ ` ' `" - I 1 \ , I - ,�� %" '✓' r' .. ` / / /, / ' f,, / DUPLICATED IN WHOLE OR PART NOR DISCLOSED TO OTHERS
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V Sd,G W — __ PROJECT DESIGNED BY-
`9 A�`s� 9�G- E N G ENGINEERING,
I �N E ERI N G
'� 0 6's� PIKE 123 North White Street
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�� Fort Mill,SC 29715
, 6'>0 A ` North Carolina COA No.F-1217
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LEGEND:
Legend
NOTES: \° t �°\\�; EXISTING ROAD — —
1. 61.6 ACRES OF DISTURBED AREA
r N EXISTIING OVERHEAD UTILITY OU OU Plant Area Figure 4 c
2. APPROXIMATELY 74,500 CU.YDS. OF TOPSOIL NEEDED FOR 9" OF
COVER OVER DISTURBED AREAS `. � \\�N\� EXISTING GRADE CONTOUR - MAJOR
THE FILL FACTOR OF 5% WAS APPLIED TO OFFSET FILL COMPACTION. \\ EXISTING GRADE CONTOUR- MINORReclaimed
\ \ `� FINISHED GRADE CONTOUR- MAJOR
PROPOSED VOLUME TABLE `r�;\,\ \\� Stockpiles
\ FINISHED GRADE CONTOUR- MINOR PROJECT NUMBER
\\ \ 0 Ta� lin
NAME CUT FACTOR FILL FACTOR ACRES CUT FILL NET (CU.YDS.) . \� •� � PHASE BOUNDARY �j
(CU.YDS.) (CU.YDS.) -CUT +FILL \� \ `,,\\ : ° 17491 -000-MOSS
Grade \ \` � 1 Waste Piles+ DRAWING SHEET No. REV.
Proposed FINAL 1.00 1.05 61.601 398,277 360,377 -37,900 \\�� \\\ SLOPE ARROW SLOPE. /°
\ , \\ \ \\ SITE BOUNDARY '� 01 01 v