20230502_Mine_Maps

Hephzibah ARP Church
�,aUn d a"'a9son Rd `� �d W LEGEN Dalker pr m
Bethel Lutheran Church b
Stine Gar$ � � ADJOINING PROPERTY OWNERS
Machine Co.,Inc PROPOSED PERMIT BOUNDARY
�
MACMULLEN AMY
o: r
ela Rd pc p
PROPOSED EXCAVATION �2 MOORE ✓AMES 11
o g` 3 GA TES MICHAEL KYLE
4A '3 � ' Gte"ad —
a a — EXISTING DITCH
® STEI/EN BRASWELL
Ahudant Life Ministries WOODS LINE
Mt Pisgah Baptist Church
z 4a 15 CONTOUR LINE 279 5 OATES ROBERT CHARLES
METCALF'S GROCERY ° ��,s �fi
`tea Mt Beulah Baptist Churoh v F°m Rd If q PA YNE T000 LANDON
ro° Prices Arena A
O 279 Dollar Generalo; Precision Drive Systems 0 GRAVEL CONSTRUCTION ENTRANCE WALLAS CHERRr �7 HURST ✓EFFREY & MARY
Is Mt Pisgah Church19 / I� 279 7 �9 19Candy'sSweetShoppe Gradir VILLE H y PHILLIPS ✓UDITH & VERN01V
9The Church of God „T7 0 DWELLING OR STRUCTURE
�9 PA TTERSOAI ASHLEY DAWN
4 � � R
D f�S L
PROPERTY LINE
herrYylj/A1 10 MOORE HEIRS, CIO PA TRICIA MOORE
C
Qq W
4a SITE s a` y
o„Wo b r �a SEE NOTE 2. 279 11 W11LSO1`V ELLA BOWELS
See Gq ,d47
rise,PI 12 ✓ORDAN ✓EFFERY
NOTE:
lv,`oa9I �R Smf� 1. THIS SITE IS NOT IN THE 100 YEAR FLOOD PLAIN. 0 13 PEDRAZA LEIDA VELEZ
2. EXISTING DISTURBED AREA IN THE PROCESS OF BEING oP CRISP BRENDA KAREN
4 Auto Repair RECLAIMED. c�
71474 wynncor 3. THIS AREA EXCAVATED DEEPER TO ALLOW FOR J�
15 STONE LARRY GENE
0
7;1. Q`g INTERNAL DRAINAGE. (4' MINIMUM WATER/POND DEPTH)
Pia 4. THERE IS AN EXISTING RIDGE ON THE EAST AND SOUTH
°
s° � ° SIDES OF THE BOUNDARY. NO BERM OR SILT FENCE
Rutha
V P.II
ROCl41n D Stab,
PROPOSED.
VICINITY MAP
/
o NOTE: 16' MAXIMUM DEPTH \ // / i' \\ // \N,� / NOTE: 8' MAXIMUM DEPTH,
8' MAX. / / // /, � 0 \\ / \ / / 16 AT POND EXISTING GRADE
I
STEEL "I POST C'6' MAX. IF WIRE SUPPORT NOT USED) IrmWATER LEVEL — + � _ I i =I=1 i I \ �� � / / / �� �'`� \ � 1 x_ � Pam/
r a — 3:1 SLOPE \ / //, �� \\ i / + IMH
a =
MIN. 10 GA. WIRE BOTTOM OF �
ON 6" X 6' CENT. -1 I1 2:1 SLOPE �/ \ \ �1_ — �--�' 2 O // �o/' EXCAVATION 1 '
3:1 SLOPE
5- CROSS SECTION OF EXCAVATION k F-_-_� = - � 1 0 I -
� � 811 15 ,\ o , 1-CROSS SECTION OF EXCAVATION
- -I _ PERMIT B UNDARY / N.T.S.
1
2 o I I
NOTES — _ _ _ _ _ �10 \ / PERMIT BOUNDARY
OBIT VI O
FENCE MESH SHALL BE MINIMUM I — THIS AREA TO CONSTRUCTION a=j I I
32" IN WIDTH AND SHALL HAVE I � BE PLANTED ENTRANCE
A MINIMUM or 6 LINE WIRES S�,I „�,,, POST I \ f WITH CROPS PERMIT BOUNDARY I I
WITH 12" STAY SPACING. I
I
YOUNG
- I I
FILTER FABRIC SHALL BE IAIRAF1 WIRE MESH FENCE SILT FENCE
140 DR EQUIVALENIT AND SHALL CRIMP RING CONNECTOR // Q I AND BERM GROWTH 1 I
I
BE ADEQUATELY FASTENED 70 - — — — — — — — — —
THE FENCE MESH WITH CRIMP— S C WO , 9 I y
� WOODS_
TING CONNECTORS. YNINETI WOVEN oo � � /
FlLTER FABRIC { MLI_ SLOPE I I � ' C \ CATEGORY AFFECTED ACREAGE
STEEL POSTS SHALL BE 5'—D' Q .' �s1 T1=T�=r 1=� SEE NOTE 4. \
IN HEIGHT AND BE OF THE SELF ry I' = \ TAILINGS/SEDIMENT PONDS 0.00
FASTENER 'I SECT110N TYPE. \ ,Ir EXISTING RIPRAP \
fj /
GROUND LINE \\ I r TO DITCH TO BE \ // STOCKPILES/BERMS 0.10
EXCAVATION % � REMOVED &
\ I� LIMIT % BLOCKED OFF
{ \\ f ah� 5 y WASTEPILES 0.00
\ Ilril EXISTING DISTURBED I HAUL ROADS 0.27
TO ANCHOR BOTTOM �hj �� AREA/UNEXCAVATED I PROCESSING AREA 0.00
SIDE VIEW 6*OUT IN 6 DOWN & II�q 1 OFF BEING FER NRECLAIM THE PROCESS
\ 3 / MINE EXCAVATION 16.13
4- SILT FENCE DETAIL BUFFER (UNEXCAVATED) 0.74
\\ 25' UNEXCAVATED BUFFER G PERMITTED AREA
WITH SILT FENCE AND BERM — — — _
i
/ T
TOTAL AFFECTED 17.24
\ N 22.83 ACRES ` j % YOUNG
'
BERM GROWTH\ G� 'G
3:1 SLOPE \\ YOUNG IUI WOODS EXISTING RIPRAP CATEGORY UNAFFECTED ACREAGE
TO POND TO BE
SILT FENCE \ GROWTH �� t� REMOVED & I BUFFER/CROPS (UNDISTURBED) 5.59
WOODS I SEE NOTE 3. BLOCKED OFF II
(2.66 ACRES) I OTHER 0.00
PERMIT BOUNDARY
I-1 I I1 I I=1 I = 111111 111 11=� � � ' \
TOTAL PERMITTED 22.83
3- SCREENING BERM DETAIL 5
N.T.S.
/� j EXISTING \\ /
aoDv 0 % SEDIMENT \ \
S
aoQaOflfv - POND TO
DaaabOoog� o \ REMAIN
/ oa aa oQo0 Oa OoD i?0 00o 0 a0000.00
ao o a�¢a+QJo 0a a o a a0o oo0po 0p
0 Q
a
SEE NOTE 4.
YOUNG
0a00g0apG40Q00G0o0000C)c0G 0aGao 0 G a a o 10
O11 , GROWTH
WOODSU 00 000 0G4a 044o oaaa Q40OG00OD000a00 Q30.0c' 00Q0
O 0O0Q00OG00
O QQD0fl0 O4 D0Q0Q00 0 00 a
0 aea Q;Q 0 po aa
\ \ /
/
/\
/\
RAPHIC ALD
QP0a 0
0 A' 0000 0ab o Dafl 0o-e C 100 200 400 800
Qa 000o0000a000D0 0gq 000A
aaao 0 000
000 EXISTING DISTURBEDa46' MIN.
15' AREA/UNEXCAVATED J IN FEET
,yam I 1 BUFFER IN THE PROCESS 1 inch = WO ft.
1 OF BEING RECLAIMED \
COARSE AGREGATE
T_ 860
0 SCALE: 1" = 200'
DATE: 1-27-2023 Jason Lineberger p
2- CROSS SECTION @HAUL ROAD �
CONSTRUCTION ENTRANCE / EXITDE '��- N.T.S. ElREVISIONS: 5-1-23 JASON LINEBERGER PIT
(nl.T.s,) � ENVIRONMENTAL
MARC K. EDWARDS
3620 CATTAIL LANE
PERMIT NO. 36—__ Gaston County North Carolina GREENVILLE, N.C.
27858 252-258-4037

Hephzibah ARP Church
�'rson Rd Ry aIker or m
Bethel Lutheran Church b
ADJOINING PROPERTY OWNERS
Stine Gar$ � �
e Machine Co.,Inc LEGEND
YACYULLEN AYY
�-
e r
eId Rd c p
ga 2 YOORE ✓AYES 11
PROPOSED PERMIT BOUNDARY
4 +
ti GA TES YICHAEL KYLE iaH � — — — — PROPOSED EXCAVATION — —
c ® STEVEAl BRASWELL
3z „�e<Ra g Baptist Church L Ahudant Life Ministries
Mt Pis — — — — EXISTING DITCH
Pisgah Ba
METCALF'SGROCERY ° vrs h ry4 279 5 OOTES ROBERT CHARLES
fi
qI, Mt Beulah Baptist Church v F3nn Rd U �z WOODS LINE +6 PA YNE T000 LANDON
ro Prices Arena ym
o DollarGeneral� Precision Drive Systems 15 CONTOUR LINE WALLAS CHERRY +7 HURST ✓EFFREY & YARY
Is Mt Pisgah Church Q 7�,� �� 274 9 Candy's Sweet Shoppe Gradi V I LLE H y PHILLIPS ✓UDI TH & VERN01V
9The Church of God ia1- 4 0 GRAVEL CONSTRUCTION ENTRANCE
PA TT
ASHLEY DAWN
DWELLING OR STRUCTURE >o YOORE HEIRS, CIO PATRICIA YOORE
a SITE
oR "°�\�a �� arc r key
'� ��a PROPERTY LINE 279 1> WIILSOAI ELLA BOWELS
f '4CeG6 � iaAi
Kisea pl ✓ORDAN ✓EFFERY
FARM LAND
4 —
�' �
Sm 13 PEDRAZA LEIDA l/ELEZ
O
;5 CRISP BRENDA KAREN
9 Auto Repair 9 NOTE:
aid Wynncor THIS SITE IS NOT IN THE 100 YEAR FLOOD PLAIN. LARRY GENE
g
w �Pa Qe
- s
Rockin D Stables a Rtrthaven
VICINITY MAP
iNININ,N, it
oi +
O /
NOTE: 8' MAXIMUM DEPTH EXISTING GRADE
0011
10 Q . 11 // // /2 I
CROPS i PERMIT B UNDARY /
3:1 SLOPE I / p
�10 \ // PERMIT BOUNDARY _ I \ \I 1
— — = - CONSTRUCTION O
ENTRANCE
1 - CROSS SECTION OF EXCAVATION I \ = = == I II
900 - 1
N.T.S. I
91 ��I I = i WOODS I I�
/ 900\ \
\ _ - PERMIT BOUNDARY \\
- _ - fk
777
_ \ I _ 1 I
�
\ - - FARM LAIV�D -
2- CROSS SECTION @ HAUL ROAD \,( m __= NOTES:
/`\ - CROP T.B.ID. — r 1. NO OFF—SITE WASTE WILL BE DISPOSED OF ON THE SITE.
N.T.S. � -� �-� � � _
2. FINAL SLOPES WILL BE IN ACCORDANCE WITH CROSS SECTION.
3. SEEDING SHALL OCCUR WITHIN 30 DAYS AFTER LAND DISTURBING ACTIVITY IS
COMPLETE OR CROPS WILL BE PLANTED.
4. FERTILIZER AND SEEDING WILL BE APPLIED AS SPECIFIED IN THE MINE PERMIT.
I � � WOODS I 5. THE HAUL ROAD WILL REMAIN TO ACCESS THE FARM.
1 \ WOODS _
\ :�
\ PERMIT BOUNDARY
-H
o NOTE: 16' MAXIMUM DEPTH
POND /
WATER LEVEL — +
In Q
3:1 SLOPE \- . _ _, EXISTING \\ GRAPHIC SCALD
SEDIMENT �/ 200 0 100 200 400 800
2:1 SLOPE \ /
� POND
3- CROSS SECTION OF EXCAVATION 1 WOODS \ // IN FRET >
\ 1 inch = 200 ft.
1
RECLAMATION MAP
\ 860 0 SCALE: 1" = 200'
Jason Lineberger
DATE: 1-27-2023 p
❑ REVISIONS: 5-1-23 JASON LINEBERGER PIT
� ENVIRONMENTAL
MARC K. EDWARDS
3620 CATTAIL LANE
PERMIT NO. 36—__ Gaston County North Carolina GREENVILLE, N.C.
27858 252-258-4037